B3_B615_Final_Design_Plans_Aug_12_2019_Sheet_-92_-100__of_191.pdf
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B615 Final Design Plans Sheet 92 - 100 of 191
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A-401D2
D1
A-401
C1
A-401
B3
A4
A3
B4
C4
C2C3
MEN
WOMEN
CORR.
C201
STOR
STOR
BREAK /
CONFERENCE
JAN.
T1
T1
T2A
D6B
D2
D2
T1A
D2
D2
T1
T1
D2
D2
D2
D2
D2
D6
D2
D6
14' - 4 7/8" 5' - 7 7/8" 12' - 10 1/4"
/8
/2
/2
14' - 0 1/4" 6' - 0 1/2" 7' - 5 3/8" 5' - 4 7/8"
/8
/8
/8
T1
A-401
B5
5' - 0" 3' - 0" 3' - 0" 3' - 0 1/4"
D2
10 28 00.08
10 28 00.17
10 28 00.07
10 28 00.07 10 28 00.09
10 28 00.09
10 28 00.09
22 00 00.01
5' - 0" 3' - 0" 3' - 0" 3' - 0"
10 28 00.10
10 28 00.08
10 28 00.10
10 28 00.08
10 28 00.10
10 28 00.08 10 28 00.08
10 28 00.0910 28 00.0910 28 00.09
10 28 00.0710 28 00.07
A-401D3
D4
10 28 00.05
10 28 00.08
10 28 00.05
10 28 00.19
10 28 00.05
10 28 00.10
10 28 00.06
C
1' - 8" 2' - 6" 2' - 6" 1' - 8"
10 28 00.0910 28 00.0910 28 00.09
10 28 00.0710 28 00.07
CTW2
CTW1
A3 A-521
BASE AS
SCHED.
10 28 00.17
10 28 00.09
10 28 00.07
CTW1
CTW2 2
BASE AS
SCHED.
10 28 00.192
CTW2
CTW1
5' - 0"
BASE AS
SCHED.
10 28 00.1710 28 00.17
3' - 0 1/4" 3' - 0" 3' - 0" 5' - 0"
10 28 00.1910 28 00.19
10 28 00.0810 28 00.08
CTW1
CTW2
10 28 00.05
10 28 00.06
BASE AS
SCHED.
3' - 0 5/16"3' - 0"3' - 0"5' - 0"
10 28 00.08
10 28 00.0810 28 00.0810 28 00.08
10 28 00.1910 28 00.1910 28 00.19
10 28 00.1010 28 00.1010 28 00.10
3' - 6" 3' - 0" 3' - 0" 3' - 0" 1' - 6 1/4"
CTW2
CTW1
10 28 00.06
10 28 00.05
10 28 00.10
BASE AS
SCHED.
10 28 00.19
PT1 CTW1
CTW2
5' - 0"
10 28 00.05
BASE AS
SCHED.
10 28 00.08
10 28 00.19
10 28 00.07
10 28 00.09
10 28 00.10
" CTW1
CTW2
PT1
8"
BASE AS
SCHED.
10 28 00.0910 28 00.0910 28 00.09
10 28 00.0710 28 00.07
5' - 1 7/8" 1' - 8" 2' - 6" 2' - 6" 1' - 8" 6' - 2"
" CTW1
CTW2
PT1
/4
A3 A-521
BASE AS
SCHED.
2' - 0"3' - 6"
A1 A-521
3' - 6" 3' - 0" 3' - 6" 3' - 0" 5' - 10 3/8"
A2 A-521
A4 A-521
BASE AS
SCHED.
2' - 7 1/2"2' - 7 1/2"
22 00 00.01
"6
CTW2
CTW1
PT1
BASE AS
SCHED.
22 40 00.01
10 28 00.21
CTW1
PT1
BASE AS
SCHED.
10 28 00.21
22 40 00.01
CTW1
PT1
BASE AS
SCHED.
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I 'D
F
IL
E
N A
M E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
U M
B E
R
1 2 3 4 5
D
C
B
A
J O
IN
T
B A
S E
S A
N A
N T
O N
IO
F O
R T
S A
M H
O U
S T
O N
T
E X
A S
A-401
E N
L A
R G
E D
P L A
N S
E
L E
V A
T
IO
N S
R E
N O
V A
T
IO
N O
F B
U
IL
D
IN
G
J O
IN
T
B A
S E
S A
N A
N T
O N
IO
F
O R
T S
A M
H O
U S
T O
N T
X
K E
N A
L L
F N
I S
A V
O Y
D R
IV
E
S
U
IT
E
H O
U S
T O
N T
E X
A S
P H
O N
E (8
-8
S L A
A R
C H
IT
E
C T
S
J D
IX
O
N
C H
O P
K
IN
S
A U
G U
S T
W G
B
FINAL SUBMITTAL
1/4" = 1'-0"A-401
A1 ENLARGED FLOOR PLAN - SECOND FLOOR RESTROOMS
1/4" = 1'-0"A-401
C1 MENS RESTROOM
1/4" = 1'-0"A-401
C2 MENS RESTROOM
1/4" = 1'-0"A-401
C3 MENS RESTROOM
1/4" = 1'-0"A-401
C4 MENS RESTROOM
1/4" = 1'-0"A-401
A3 WOMENS RESTROOM
1/4" = 1'-0"A-401
A4 WOMENS RESTROOM
1/4" = 1'-0"A-401
B4 WOMENS RESTROOM
1/4" = 1'-0"A-401
B3 WOMENS RESTROOM
1/4" = 1'-0"A-401
D1 BREAK / CONFERENCE
1/4" = 1'-0"A-401
D2 BREAK / CONFERENCE
1/4" = 1'-0"A-401
B5 DRINKING FOUNTAIN
AUGUST 12, 2019
0' 4' 8'
GRAPHIC SCALE 1/4" = 1'-0"
2'1'
KEYNOTE LEGEND
10 28 00.05 36" GRAB BAR
10 28 00.06 42" GRAB BAR
10 28 00.07 WALL MOUNTED SOAP DISPENSER
10 28 00.08 TOILET TISSUE DISPENSER- RECESSED OR PARTITION
MOUNTED
10 28 00.09 24" x 36" CHANNEL FRAME MIRROR. 3'-4" A.F.F. MAX TO
REFLECTIVE SURFACE.
10 28 00.10 SANITARY NAPKIN DISPOSER- RECESSED OR PARTITION
MOUNTED
10 28 00.17 URINAL SCREEN
10 28 00.19 TOILET PARTITION
10 28 00.21 42" MOP & BROOM HOLDER
22 00 00.01 DRINKING FOUNTAIN AS SCHED.
22 40 00.01 MOP SINK. REF. PLUMBING.
NORTH
1/4" = 1'-0"A-401
D3 JAN - 205
1/4" = 1'-0"A-401
D4 JAN - 205
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
BASE AS
SCHED.
D6D6
D5
D2
D2
D2
D2
D2 D2
T1
D2
T1
D6B
A-402
A4
B4
B3A3
19' - 5 3/4" 5' - 8 1/4" 6' - 1 1/4" 7' - 10 1/2" 8' - 5 7/8"
10' - 5 1/4" 14' - 8 3/4" 7' - 7 7/8" ±. 14' - 1 1/2"
/8
/4
/8
D2 D2
A L
IG
N
A-402
C4
A-402
C3
A-402D2 C2
C1
D1
STORAGE
WOMEN LOCKER
WOMEN
JAN
RECEPT.
CORR.
C102
SHOWERS
D6B
T2
T1
T2
D6A
T1
D2D1A D1A
A-402
D3
D4
10 28 00.0110 28 00.01
10 28 00.0110 28 00.0110 28 00.01
10 51 00.01 (8)
10 51 00.01(2)
10 28 00.03
10' - 0 3/4" 9 1/2" 8' - 7 1/2"
10 28 00.05
10 28 00.10
10 28 00.08
10 28 00.19
10 28 00.10
10 28 00.19
10 28 00.10
10 28 00.08
10 28 00.10
10 28 00.08
10 28 00.09
10 28 00.07
10 28 00.09 10 28 00.07
10 28 00.09
D2
/4
/8
/8
/8
/8
10 28 00.03
10 28 00.03
10 28 00.01
10 28 00.24
10 28 00.25
10 28 00.24
22 40 00.01
10 28 00.21
D2
C
A-406 A1
105A
RAMP
10 28 00.27
10 28 00.01
10 28 00.03 2
CTW2
CTW1
10 28 00.01
10 28 00.24
10 28 00.01
CTW1
CTW2
BASE AS
SCHED.
10 28 00.27
CTW2
CTW1
10 28 00.24
10 28 00.01
BASE AS
SCHED.
10 28 00.27
10 28 00.0110 28 00.01
10 28 00.0310 28 00.0310 28 00.03
CTW2
CTW1
10 28 00.01
10 28 00.24
10 28 00.24
10 28 00.25
RECESSED
ADA SHOWER
PANEL AS
SCHED.
RECESSED
SHOWER PANEL
AS SCHED.
3' - 3 3/4"7' - 6"
A1 A-521
BASE AS SCHED.
BASE AS
SCHED.
10 51 00.0110 28 00.27 (2)
1' - 6" 3' - 2" 3' - 2" 1' - 6"
10 28 00.0910 28 00.0910 28 00.09
10 28 00.0710 28 00.07
CTW2
CTW1
A3 A-521
BASE AS
SCHED.
GYP. BD. WRAPPED
EXIST. WD. BEAM
10 28 00.19 10 28 00.09
10 28 00.07 10 28 00.08
10 28 00.10
10 28 00.06
10 28 00.05
3' - 6" 1' - 0"
CTW2
CTW1
BASE AS
SCHED.
10 28 00.08
10 28 00.09
10 28 00.07
10 28 00.19
10 28 00.101
1' - 0" 3' - 6"
10 28 00.06
10 28 00.05 8
5' - 0"
CTW2
CTW1
BASE AS
SCHED.
14' - 1 1/2"
10 28 00.0810 28 00.0810 28 00.0810 28 00.08
10 28 00.1910 28 00.1910 28 00.19
10 28 00.1010 28 00.1010 28 00.1010 28 00.10
5' - 0" 3' - 0 3/4" 3' - 0 3/4" 3' - 0"
PT1
CTW2
CTW1
3' - 0" 6"
BASE AS
SCHED.
10 28 00.21
22 40 00.01 4
CTW1
PT1
4' - 0"3' - 5 1/4"
BASE AS
SCHED.
" 10 28 00.21
22 40 00.01
CTW1
PT1
4' - 0" 4' - 2 1/8"
BASE AS
SCHED.
" 6
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I 'D
F
IL
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N A
M E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
U M
B E
R
1 2 3 4 5
D
C
B
A
J O
IN
T
B A
S E
S A
N A
N T
O N
IO
F O
R T
S A
M H
O U
S T
O N
T
E X
A S
A-402
E N
L A
R G
E D
P L A
N S
E
L E
V A
T
IO
N S
R E
N O
V A
T
IO
N O
F B
U
IL
D
IN
G
J O
IN
T
B A
S E
S A
N A
N T
O N
IO
F
O R
T S
A M
H O
U S
T O
N T
X
K E
N A
L L
F N
I S
A V
O Y
D R
IV
E
S
U
IT
E
H O
U S
T O
N T
E X
A S
P H
O N
E (8
-8
S L A
A R
C H
IT
E
C T
S
J D
IX
O
N
C H
O P
K
IN
S
A U
G U
S T
W G
B
FINAL SUBMITTAL
1/4" = 1'-0"A-402
A1 ENLARGED FLOOR PLAN - FIRST FLOOR - WOMENS LOCKER AND RESTROOMS
1/4" = 1'-0"A-402
C1 SHOWERS
1/4" = 1'-0"A-402
C2 SHOWERS
1/4" = 1'-0"A-402
D1 SHOWERS
1/4" = 1'-0"A-402
D2 SHOWERS
1/4" = 1'-0"A-402
C3 WOMEN LOCKER
1/4" = 1'-0"A-402
C4 WOMEN LOCKER
1/4" = 1'-0"A-402
A4 WOMEN RESTROOM
1/4" = 1'-0"A-402
B3 WOMENS RESTROOM
1/4" = 1'-0"A-402
A3 WOMEN RESTROOM
1/4" = 1'-0"A-402
B4 WOMEN RESTROOM
AUGUST 12, 2019
0' 4' 8'
GRAPHIC SCALE 1/4" = 1'-0"
2'1'
KEYNOTE LEGEND
10 28 00.01 SHOWER ROD & CURTAIN
10 28 00.03 SOAP DISH
10 28 00.05 36" GRAB BAR
10 28 00.06 42" GRAB BAR
10 28 00.07 WALL MOUNTED SOAP DISPENSER
10 28 00.08 TOILET TISSUE DISPENSER- RECESSED OR PARTITION
MOUNTED
10 28 00.09 24" x 36" CHANNEL FRAME MIRROR. 3'-4" A.F.F. MAX TO
REFLECTIVE SURFACE.
10 28 00.10 SANITARY NAPKIN DISPOSER- RECESSED OR PARTITION
MOUNTED
10 28 00.19 TOILET PARTITION
10 28 00.21 42" MOP & BROOM HOLDER
10 28 00.24 24" GRAB BAR
10 28 00.25 60" GRAB BAR
10 28 00.27 20" x 42" ADA BENCH W/O BACK; EQUIVALENT TO WB
MANUFACTURING LBSMP20042SS.
10 51 00.01 LOCKERS
22 40 00.01 MOP SINK. REF. PLUMBING.
NORTH
1/4" = 1'-0"A-402
D3 JANITOR
1/4" = 1'-0"A-402
D4 JANITOR
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
A-403
D1
A-403 D2C3
B3
D3
8' - 11" 20' - 0 1/4" 11" 9' - 9" 7' - 1" 5' - 0 1/4" 6' - 6 3/8"
/8
/8
/8
/8
/4
T2
D1
T2
T1
T1
T1
T2 T1
/4
/2
/2
8"
MENS
MEN SHOWER
CORR.
C108
A-403C2
C1
T1
T1A
A-403
C4
T1
T1
T2
D6A
4' - 6" 5' - 1" 2' - 6 1/4"
6" 4' - 1 7/8" 1' - 4" 3' - 10"
10 28 00.08 10 28 00.05
10 28 00.06
10 28 00.19
10 28 00.08
10 28 00.19
10 28 00.08
10 28 00.19
T1
10 28 00.17
22 00 00.01
10 28 00.01
10 28 00.24
10 28 00.25
10 28 00.24
10 28 00.03
10 28 00.0110 28 00.01
10 28 00.03
10 28 00.01
10 28 00.03
10 28 00.03
10 28 00.01
10 28 00.09
10 28 00.07 10 28 00.09
10 28 00.07
10 28 00.09
T1
122A 121
T2
T2
T2
T1
MEN LOCKER
122C
O M
M
S U
P P
L Y
O F
F
IC
E
CORR.
C106
.2
10 28 00.27
10 51 00.01
10 51 00.01
10 51 00.01
10 51 00.01
10 51 00.01
(11)
(9)
(4)
(6)
(10)
3' - 0"2' - 6"3' - 0"
A1 A-521
10 28 00.08
10 28 00.19 10 28 00.09
10 28 00.07
10 28 00.06
10 28 00.05
CTW2
CTW1
8"
BASE AS
SCHED.
5' - 0" 3' - 0 1/2" 3' - 0 1/2" 4' - 5 3/8" 2' - 11 3/4" 2' - 11 3/4"
10 28 00.0810 28 00.0810 28 00.08
10 28 00.17
10 28 00.1910 28 00.1910 28 00.19
CTW1
CTW2
10 28 00.05
10 28 00.06
BASE AS
SCHED.
10 28 00.17
CTW1
CTW2
"1
BASE AS
SCHED.
10 28 00.0910 28 00.0910 28 00.09
10 28 00.0710 28 00.07
/2
1' - 7" EQ. EQ. 1' - 7"
CTW2
CTW1
BASE AS
SCHED.
A3 A-521
2' - 6"
10 28 00.24
10 28 00.01
BASE AS
SCHED.
"1
" CTW1
CTW2
10 28 00.27 22 00 00.01
PT1
CTW1
CTW2
EQ. EQ.
BASE AS
SCHED.
10 28 00.0110 28 00.0110 28 00.0110 28 00.01
10 28 00.25
10 28 00.0310 28 00.03
RECESSED ADA SHOWER
PANEL AS SCHED.
RECESSED SHOWER
PANEL AS SCHED.
BASE AS
SCHED.
CTW2
CTW1
(CLEAR)
3' - 0"
(CLEAR)
3' - 0"
(CLEAR)
3' - 0"
(CLEAR)
6' - 0"
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I 'D
F
IL
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N A
M E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
U M
B E
R
1 2 3 4 5
D
C
B
A
J O
IN
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B A
S E
S A
N A
N T
O N
IO
F O
R T
S A
M H
O U
S T
O N
T
E X
A S
A-403
E N
L A
R G
E D
P L A
N S
E
L E
V A
T
IO
N S
R E
N O
V A
T
IO
N O
F B
U
IL
D
IN
G
J O
IN
T
B A
S E
S A
N A
N T
O N
IO
F
O R
T S
A M
H O
U S
T O
N T
X
K E
N A
L L
F N
I S
A V
O Y
D R
IV
E
S
U
IT
E
H O
U S
T O
N T
E X
A S
P H
O N
E (8
-8
S L A
A R
C H
IT
E
C T
S
J D
IX
O
N
C H
O P
K
IN
S
A U
G U
S T
W G
B
FINAL SUBMITTAL
1/4" = 1'-0"A-403
A1 ENLARGED FLOOR PLAN - FIRST FLOOR - MENS
1/4" = 1'-0"A-403
D1 MENS LOCKER ROOM
1/4" = 1'-0"A-403
B3 MENS RESTROOM
1/4" = 1'-0"A-403
D2 MENS RESTROOM
1/4" = 1'-0"A-403
D3 MENS RESTROOM
1/4" = 1'-0"A-403
C3 MENS RESTROOM
AUGUST 12, 20190' 4' 8'
GRAPHIC SCALE 1/4" = 1'-0"
2'1'
KEYNOTE LEGEND
10 28 00.01 SHOWER ROD & CURTAIN
10 28 00.03 SOAP DISH
10 28 00.05 36" GRAB BAR
10 28 00.06 42" GRAB BAR
10 28 00.07 WALL MOUNTED SOAP DISPENSER
10 28 00.08 TOILET TISSUE DISPENSER- RECESSED OR
PARTITION MOUNTED
10 28 00.09 24" x 36" CHANNEL FRAME MIRROR. 3'-4" A.F.F. MAX
TO REFLECTIVE SURFACE.
10 28 00.17 URINAL SCREEN
10 28 00.19 TOILET PARTITION
10 28 00.24 24" GRAB BAR
10 28 00.25 60" GRAB BAR
10 28 00.26 20" x 42" ADA BENCH W/ BACK; EQUIVALENT TO WB
MANUFACTURING LBSADA2042SS.
10 28 00.27 20" x 42" ADA BENCH W/O BACK; EQUIVALENT TO
WB MANUFACTURING LBSMP20042SS.
10 51 00.01 LOCKERS
22 00 00.01 DRINKING FOUNTAIN AS SCHED.
NORTH
1/4" = 1'-0"A-403
C1 MENS SHOWER
1/4" = 1'-0"A-403
C4 FOUNTAIN
1/4" = 1'-0"A-403
C2 MENS SHOWER
M A
R K
D E
S C
R
IP
T
IO
N D
A T
BASE AS SCHED.
09 84 16.03 09 84 13.03 09 84 16.03 09 84 13.03 09 84 16.03 09 84 13.03 09 84 16.03 09 84 13.03
C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J.
PT-8
ST-1, TYP.
PT-7, TYP.
ST-1, TYP.
ST-1,TYP.
BASE AS SCHED.
09 84 16.03
09 84 16.03
09 84 16.03
09 84 13.0109 84 13.0109 84 16.0309 84 13.01
09 84 16.03
09 84 16.03
09 84 13.0109 84 16.03
C.J. C.J.
PT-7, TYP.
SP-2 SP-2 SP-2SP-2
ST-1, TYP.
BASE AS SCHED.
09 84 16.02
09 84 13.04 09 84 13.04
09 84 16.02 09 84 16.02
09 84 13.0409 84 16.0409 84 13.04 09 84 13.03 09 84 16.03 09 84 13.03 09 84 16.04 09 84 13.04 09 84 16.04
C.J. C.J. C.J. C.J. C.J. C.J.
ST-1ST-1
PT-7 TYP
BASE AS SCHED.
09 84 13.0209 84 16.0209 84 13.0209 84 16.02
C.J.C.J.C.J.C.J.C.J.
ST-1, TYP.
PT-7, TYP.
PT-8
ST-1, TYP.
US Army Corps of Engineers ®
SHEET ID
U S
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D A
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C O
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N O
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N N
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B E
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1 2 3 4 5
D
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B A
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S A
N A
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O N
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F O
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S A
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O U
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O N
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E X
A S
A-404
E N
L A
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E D
P L A
N S
E
L E
V A
T
IO
N S
R E
N O
V A
T
IO
N O
F B
U
IL
D
IN
G
J O
IN
T
B A
S E
S A
N A
N T
O N
IO
F
O R
T S
A M
H O
U S
T O
N T
X
K E
N A
L L
F N
I S
A V
O Y
D R
IV
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U
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H O
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T O
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P H
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-8
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C H
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C T
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J D
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IN
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A U
G U
S T
W G
B
FINAL SUBMITTAL
1/4" = 1'-0"A-404
B1 PREFORMANCE / REHERSAL HALL - 213
1/4" = 1'-0"A-404
A1 PREFORMANCE / REHERSAL HALL - 213
1/4" = 1'-0"A-404
C3 PREFORMANCE / REHERSAL HALL - 213
1/4" = 1'-0"A-404
A3 PREFORMANCE / REHERSAL HALL - 213 0' 2' 4'
GRAPHIC SCALE 1/2" = 1'-0"
1' 3'
AUGUST 12, 2019
KEYNOTE LEGEND
09 84 13.01 4x 4 3" WALL ABSORBER
09 84 13.02 4 x 6 3" WALL ABSORBER
09 84 13.03 3 x 6 3" WALL ABSORBER
09 84 13.04 5 x 6 3" WALL ABSORBER
09 84 16.02 4 x 6 WALL DIFFUSER
09 84 16.03 3 x 6 WALL DIFFUSER
09 84 16.04 5 x 6 WALL DIFFUSER
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NOTE: ALL WALL ABSORBERS & DIFFUSER
TO BE SP-1 UNLESS NOTED OTHERWISE.
NOTE: ALL WALL ABSORBERS & DIFFUSER
TO BE SP-1 UNLESS NOTED OTHERWISE.
NOTE: ALL WALL ABSORBERS & DIFFUSER
TO BE SP-1 UNLESS NOTED OTHERWISE.
NOTE: ALL WALL ABSORBERS & DIFFUSER
TO BE SP-1 UNLESS NOTED OTHERWISE.
09 84 13.0209 84 16.02
09 84 13.01
09 84 16.0509 84 13.01
09 84 13.01
09 84 13.02
09 84 13.01
09 84 16.01
09 84 13.02
BASE AS
SCHED.
C.J.
PT-2
09 84 16.02 09 84 13.01
09 84 13.01
09 84 16.05
09 84 16.05
09 84 13.0209 84 16.02
09 84 16.02
BASE AS
SCHED.
THIS C.J. SHOULD COINCIDE
WITH THE TRANSITION BETWEEN
EXIST. / NEW STUD FRAMING
C.J.
C.J. C.J.
PT-2
09 84 16.05
09 84 16.05
09 84 16.06
09 84 13.01
09 84 13.01
BASE AS
SCHED.
C.J. C.J.
PT-2
09 84 13.02 09 84 13.02 09 84 16.01
09 84 16.01
BASE AS
SCHED.
C.J.
PT-2
US Army Corps of Engineers ®
SHEET ID
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A-405
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V A
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N O
F B
U
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D
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B A
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N A
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O N
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F
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FINAL SUBMITTAL
1/4" = 1'-0"A-405
A1 ROCK REHERSAL - 218
1/4" = 1'-0"A-405
A3 ROCK REHERSAL - 218
1/4" = 1'-0"A-405
C1 ROCK REHERSAL - 218
1/4" = 1'-0"A-405
C3 ROCK REHERSAL - 218
KEYNOTE LEGEND
09 84 13.01 4x 4 3" WALL ABSORBER
09 84 13.02 4 x 6 3" WALL ABSORBER
09 84 16.01 4 x 4 WALL DIFFUSER
09 84 16.02 4 x 6 WALL DIFFUSER
09 84 16.05 4 x 4 WALL DIFFUSER TYPE II
09 84 16.06 4 x 6 WALL DIFFUSER TYPE II
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AUGUST 12, 2019
0' 4' 8'
GRAPHIC SCALE 1/4" = 1'-0"
2'1'
D1 A-521
C2 A-521
2' - 0" 4' - 5 1/8" 1' - 9"
WALL
OPENING
4' - 1" 4' - 1"
C4 A-521
7' - 8" 2' - 1"
" 4
22 42 00.01
C1 A-521
4' - 0" 4' - 0"
SC-1 SC-1 SC-1
2' - 1" 10' - 0"
C3 A-521
C1 A-521
BASE AS
SCHED.
C.J. C.J.
A1 A-521
10 50 00.01
10 50 00.01
BASE AS
SCHED.
22 42 00.01
3'-0"3'-0"3'-0"3'-0"
EQ.4' - 0"4' - 0"EQ.
C.J.
EAST WING
NORTH
100' - 0"
CONNECTOR
100' - 10"
1' - 0" 10' - 0" 1' - 0"
T O
T O
P
EXIST. RAMP TO REMAIN
NEW ALUM. HANDRAIL SYSTEM
EXIST. WALL TO REMAIN
ELEC - LEVEL 1
100' - 0"
FINISH FIRST
FLOOR PLAN
100' - 1 1/2"
US Army Corps of Engineers ®
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A-406
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P L A
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V A
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N O
F B
U
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D
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J O
IN
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B A
S E
S A
N A
N T
O N
IO
F
O R
T S
A M
H O
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T O
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K E
N A
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F N
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D R
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K
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FINAL SUBMITTAL
1/4" = 1'-0"A-406
A1 RECEPT. 102
1/4" = 1'-0"A-406
A2
INSTRUMENT
MAINTENANCE - 116
1/4" = 1'-0"A-406
A3 INSTRUMENT MAINTENANCE - 116
1/4" = 1'-0"A-406
B1 INSTRUMENT MAINTENANCE - 116
1/4" = 1'-0"A-406
C1 INSTRUMENT MAINTENANCE - 116
KEYNOTE LEGEND
10 50 00.01 HEAVY DUTY SHELF AND ROD BRACKET QUIVALENT TO JOHN STERLING
RP-0045-WT WITH PAINTED WOOD SHELF
22 42 00.01 2 BASIN SINK AS SCHED.
1/4" = 1'-0"A-406
A4 HANDRAIL DETAIL
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AUGUST 12, 2019
0' 4' 8'
GRAPHIC SCALE 1/4" = 1'-0"
2'1'
SOUND ATTENUATION BATTS
(THICKNESS PER PARTITION TYPE)
STEEL STUD RUNNER
JOINT COMPOUND @ EA SIDE
(USE ACOUSTICAL SEALANT IF
WALL IS NOT RATED)
NUMBER OF LAYERS OF
GYP BD PER
PARTITION TYPE
FLOOR
SEAL VOIDS FROM OUTSIDE AND
COVER BOX WITH 1/8" MIN
SOUND BATTS
CUT GYP BD TO ALLOW 1/4"
MIN OVERLAP BY FACE PLATE
SCHEDULED PARTITION
A MIN OF 1 STUD BETWEEN BOXES
FLEXIBLE CONDUIT
LOWRY'S BOX PAD
CAULK ALL VOIDS BETWEEN
GYP BD AND BOX
NOTES:
1. 12" MINIMUM UNLESS NOTED OTHERWISE.
N O
T E
1"
PACK WITH MINERAL
WOOL OR GLASS FIBER
ACOUSTICAL SEALANT
AND BACKER ROD
SLEEVE CAST-IN-PLACE AT CONCRETE WALL
GROUTED IN PLACE AT CMU WALL
CMU
PACK WITH FIBERGLASS
INSULATION (3# TO 6#
DENSITY)
ACOUSTICAL SEALANT
SHEET METAL
ENCLOSURE
DUCT.DUCT.
GYPSUM BOARD
ACOUSTICAL
SEALANT
(AROUND
PERIMETER)
SHEET METAL
ENCLOSURE
SOUND ATTENUATION
BATTS
STEEL STUDS (PER
PARTITION TYPE).
PIPE
PLAN DETAIL
ELEVATION
FLOOR
WALL BOARD
5/8" GYPSUM
MTL. STUD
#6x1 5/8" BUGLE
HD DRYWALL SCREW
18"O.C.
CONTINUOUS ALUMINUM
RETAINER
CEILING
C O
V E
R /R
E T
A
IN
R
L
N G
T H
E Q
U A
L S
U
N
IT
H E
IG
H
T M
IN
U
S
/2
ACROVYN HIGH IMPACT
VINYL ACRYLIC EXTRUSION
1/4" RADIUS OR EQUIVALENT
C E
IL
IN
G H
T
B A
S E
H T
3"
U N
IT
H
E
IG
H T
PARTITION
AS SCHED.
ZINC 093
CONTROL JOINT
30' - 0" MAX.
FIBER INSUL.
DOOR FRAME
BELOW
DOOR FRAME
BELOW
ADDITIONAL
STUD AS
REQ'D AT
DOOR
FRAME
PARTITION
AS SCHED.
ZINC 093
CONTROL JOINT
30' - 0" MAX.
5/8" GWB
DOOR FRAME
BELOW
CONTROL JOINT - NON-RATED PARTITION CONTROL JOINT - 1 HR RATED PARTITION
ANODIZED ALUMINUM TRANSITION
STRIP EQUIVALENT TO SCHLUTER
DILEX-AHK @ INSIDE CORNERS
ANODIZED ALUMINUM TRANSITION
STRIP EQUIVALENT TO SCHLUTER
RONDEC-MC @ OUTSIDE CORNERS
TILE & GROUT
AS SCHED.; TYP
PARTITION AS SCHED.
ANODIZED ALUMINUM TRANSITION
STRIP EQUIVALENT TO SCHLUTER
DILEX-AHK @ BASE TRANSITIONS
ANODIZED ALUMINUM TRANSITION
STRIP EQUIVALENT TO SCHLUTER
RONDEC-MC @ WAINSCOT
TERMINATION
TILE & GROUT
AS SCHED.; TYP
PARTITION AS SCHED.
INSIDE / OUTSIDE CORNER BASE / WAINSCOT THRESHOLD
STONE THRESHOLD
TILE & GROUT
AS SCHED.; TYP
FLOORING AS SCHED.
CJ
DOOR &
FRAME AS
SCHED.
TYP. CONTROL JOINT
LOCATION @ DOOR HEAD -
SIMILAR CONDITION @
FIELD OF WALL - REFER
PLANS FOR LOCATION
ELEVATION SECTION
PLAN
A .F
.F
PARTITION AS SCHED.
SEMI RECESSED FIRE
EXTINGUISHER
CABINET W/ ROLLED
EASED EDGE WALL
TRIM
SEMI RECESSED FIRE
EXTINGUISHER CABINET
PARTITION AS SCHED.
PROVIDE MTL. STUDS
EA. SIDE OF CABINET
SEMI RECESSED FIRE
EXTINGUISHER
CABINET W/ ROLLED
EASED EDGE WALL
TRIM
CONT. ELASTOMERIC
SHEET WATERPROOFING
MEMBRANE W/
PROTECTION BOARD AT
PIT WALL - TERMINATE
AT GRADE
FOUNDATION WALL
REFER TO STRUCT.
NEW PERIMETER
DRAINAGE SYSTEM
US Army Corps of Engineers ®
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A-501
D E
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FINAL SUBMITTAL
1 1/2" = 1'-0"A-501
D1 PARTITION FLOOR SECTION
1 1/2" = 1'-0"A-501
D2 ACOUSTICAL PARTITION PLAN
1 1/2" = 1'-0"A-501
A1 ACOUSTICAL PARTITION SECTION
3" = 1'-0"A-501
B1 CORNER GUARD
3" = 1'-0"A-501
A2 CONTROL JOINT - TYP. PART.
3" = 1'-0"A-501
D3 TYPICAL TILE TRANSITION DETAILS
1/2" = 1'-0"A-501
B2 CONTROL JOINT - TYP. ELEV.
AUGUST 12, 2019
1" = 1'-0"A-501
B3 FIRE EXTINGUISHER DETAIL
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0' 2' 4'
GRAPHIC SCALE 1/2" = 1'-0"
1' 3'
0' 6" 1'
GRAPHIC SCALE 3" = 1'-0"
3"
0' 1' 2'
GRAPHIC SCALE 1" = 1'-0"
6"
0' 1' 2'
GRAPHIC SCALE 1-1/2" = 1'-0"
6"3" 9"
1" = 1'-0"A-501
B4 SECTION TRANSITION DETAIL
SCHLUTER-KERDI
DRAIN
CERAMIC FLOOR TILE
ON WATERPROOFING
MEMBRANE ON PRE-FAB
SCHLUTER-KERDI-
SHOWER -SC (CURB)
CERAMIC WALL TILE (CTF-02)
FULL HT. ON BONDED
WATERPROFFING MEMBRANE
ON 1/2" WATER RESIST. TILE
BACKER BD.
CERAMIC FLOOR TILE ON BONDED
WATERPROOFING MEMBRANE ON PRE-FAB
SCHLUTER-KERDI-SHOWER-ST-122 (SHOWER TRAY)
PARTITION AS SCHED.
THINSET GROUT BED AS REQ'D.
NEW CONC. SLAB INFILL - REFER STRUCT.
3'-0"
2" SLAB DEPRESSION
SCHLUTER-KERDI
DRAIN
CERAMIC WALL TILE (CTF-02) FULL HT. ON
BONDED WATERPROFFING MEMBRANE ON
1/2" WATER RESIST. TILE BACKER BD.
CERAMIC FLOOR TILE ON BONDED
WATERPROOFING MEMBRANE ON PRE-FAB
SCHLUTER-KERDI-SHOWER-ST-122 (SHOWER TRAY)
EXTEND WATERPROOFING
MEMBRANE MIN. 6" INTO ROOM.
PARTITION AS SCHED.
THINSET GROUT BED AS REQ'D.
NEW CONC. SLAB INFILL - REFER STRUCT.
3'-0"
2" SLAB DEPRESSION
1' - 0" 1' - 0"
2' - 0"
8" 8"
1' - 4"
FACE BRICK
VENEER TO MATCH
EXISTING WITH TIES
AT 16" O.C.
VERTICAL.
BITUMINOUS
COATING ON HSS
STL. COLUMN - RE:
STRUCT.
FACE BRICK VENEER TO
MATCH EXISTING WITH TIES
AT 16" O.C. VERTICAL.
BITUMINOUS COATING ON HSS
STL. COLUMN AND STL BASE
PLATE - RE: STRUCT.
M
IN
FLEXIBLE MTL. THRU WALL
FLASHING WITH WEEP HOLES
CONC. BASE AT 3" MIN. ABOVE
FINISH GRADE/FLATWORK
- RE: CIVIL
M
IN
SECTION
PLAN
1' - 4" 2' - 0"
EXISTING MASONRY
PARTITION AS
SCHED.
CORNER BEAD, TYP.
5/8" GYP. BD. OVER
3/4" PLYWOOD
PROVIDE WD. BLOCKING
@ FURRING PARTITION
TERMINATION
LINTEL; REF. STRUCT.
CONC. SLAB & ELEVATOR
PIT WALL; REF. STRUCT.
ELEVATOR DOOR & FRAME
REFER: ELEVATOR MFG.
CONC. INFILL
EXPANSION JOINT TYPE 1;
REFER DETAIL A2 / A-504
EXIST. CONC. SLAB
FLOOR FINISH AS SCHED, TYP.
CONC. INFILL
EXPANSION JOINT TYPE 1;
REFER DETAIL A2 / A-504
EXIST. SECOND FLOOR FRAMING
CEILING AS SCHED.
FLOOR FINISH AS SCHED.
EXISTING MASONRY
PARTITION AS
SCHED.
CORNER BEAD, TYP.
5/8" GYP. BD. OVER
3/4" PLYWOOD
PROVIDE WD. BLOCKING
@ FURRING PARTITION
TERMINATION
LINTEL; REF. STRUCT.
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A-502
D E
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U
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B A
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F
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A M
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F N
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A U
G U
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B
FINAL SUBMITTAL
3" = 1'-0"A-502
A1 SHOWER DRAIN DETAIL
3" = 1'-0"A-502
B1 SHOWER DRAIN DETAIL H.C.
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
1 1/2" = 1'-0"A-502
A3 BRICK COLUNMS AT STAIRS
AUGUST 12, 2019
0' 6" 1'
GRAPHIC SCALE 3" = 1'-0"
3"
0' 1' 2'
GRAPHIC SCALE 1-1/2" = 1'-0"
6"3" 9"
1 1/2" = 1'-0"A-502
D1 DETAIL
1 1/2" = 1'-0"A-502
C1 DETAIL
1 1/2" = 1'-0"A-502
D3 DETAIL
1 1/2" = 1'-0"A-502
C2 DETAIL
2X SLEEPER AT 12" O.C.
ON 3X3 STL. ANGLE
CAPPED CELLULAR
PVC TREADS AND
RISER
3X3 STL ANGLE TREAD
BRACKET ATTACHED TO
HHS STRINGER
HHS 12X2X5/16
TREADS (TYP.)
11"
R E
S
E C
T
IO
N S
V A
R
IE
S
C8X11.5
2X SLEEPER AT 12" O.C.
ON 3X3 STL. ANGLE
CAPPED CELLULAR
PVC TREADS AND
RISER
2X 1-1/2 STL. ANGLE (HORIZ.)
2X2 STL. ANGLE (VERT.)
2X2 ANGLE BOX FRAME FOR BOTTOM
RISER AND TREAD, ATTACHED TO
C CHANNEL
TREAD (TYP.)
11"
R E
S
E C
T
IO
N S
V A
R
IE
S
TREADS (TYP.)
11"
R E
S
E C
T
IO
N S
V A
R
IE
S
2X SLEEPER AT 12" O.C.
ON 3X3 STL. ANGLE
CAPPED CELLULAR
PVC TREADS AND
RISER
3X3 STL ANGLE TREAD
BRACKET ATTACHED TO
HHS STRINGER
HHS STRINGER
NEW 3/4" PLYWOOD DECKING
NEW CONTINUOUS ICE AND WATER
SHIELD
NEW 1 X (4/4) FIBER CEMENT
SLEEPER AT 12" O.C.
5/4” THICK CAPPED CELLULAR PVC
TONGUE & GROOVE DECKING
NEW WD. JOISTS - RE: STRUCT.
NEW C12 FRAME - RE: STRUCT
NEW TAB PLATE - RE: STRUCT.
TREADS (TYP.)
11"
R E
S
E C
T
IO
N S
V A
R
IE
S
2X SLEEPER AT 12" O.C.
ON 3X3 STL. ANGLE
CAPPED CELLULAR
PVC TREADS AND
RISER
NEW 3/4" PLYWOOD DECKING
NEW CONTINUOUS ICE AND WATER
SHIELD
NEW 1 X (4/4) FIBER CEMENT
SLEEPER AT 12" O.C.
5/4” THICK CAPPED CELLULAR PVC
TONGUE & GROOVE DECKING
NEW 2x12 JOISTS AT 16" O.C.
2X2 ANGLE (VERT)/2X1-1/2
(HORZ) STAIR BRACKET
ATTACHED TO C CHANNEL
SUPPORT STRINGER
C8X11.5
NEW C12 FRAME - RE: STRUCT
NEW TAB PLATE - RE: STRUCT.
NEW 2 X WOOD FRAMING. REFER TO
STRUCTURAL FOR FRAMING
NEW 3/4" PLYWOOD DECKING
NEW CONTINUOUS ICE AND WATER
SHIELD
NEW 1 X (4/4) FIBER CEMENT
SLEEPER AT 12" O.C.
5/4” THICK CAPPED CELLULAR PVC
TONGUE & GROOVE DECKING WITH
NOMINAL 3” FACE EXPOSURE
DECK SLOPE
1/8" : 1'-0"
MOISTURE VENT
3/4"
NEW 3/4" FIBER CEMENT
FASCIA AND TRIM
NEW 3/4" FIBER CEMENT
FASCIA
NEW CONTINUOUS
VINYL LATTICE
NEW BRICK COLUMN
BEYOND
/4
TREADS (TYP.)
11"
R E
S
E C
T
IO
N S
V A
R
IE
S
2X SLEEPER AT 12" O.C.
ON 3X3 STL. ANGLE
CAPPED CELLULAR
PVC TREADS AND
RISER
3X3 STL ANGLE TREAD
BRACKET ATTACHED TO
HHS STRINGER
HHS 12X2X5/16
STEEL BEAM RE: STRUCT.
CONCCRETE DECK
ON STEEL FRAMING
RE: STRUCT.
BENT PLATE AND
GUSSET RE:
STRUCT.
NEW 1" EIFS SOFFIT & TRIM
ON 5/8" SHEATHING ON
7/8" MTL. HAT CHANNEL
2x WOOD
BLOCKING
18 GA. MTL. FRAMING
PRIME AND PAINT
DECK ANGLE
3" CONCCRETE DECK
ON METAL DECK
NEW 1" EIFS SOFFIT & TRIM
ON 5/8" SHEATHING ON
7/8" MTL. HAT CHANNEL
9' - 0"
BOTTOM OF
EFIS
DECK SLOPE
1/8" : 1'-0"
TREADS (TYP.)
11"
R E
S
E C
T
IO
N S
V A
R
IE
S
2X SLEEPER AT 12" O.C.
ON 3X3 STL. ANGLE
CAPPED CELLULAR
PVC TREADS AND
RISER
3X3 STL ANGLE TREAD
BRACKET ATTACHED TO
HHS STRINGER
HHS STRINGER
NEW 3/4" PLYWOOD DECKING
NEW CONTINUOUS ICE AND WATER
SHIELD
NEW 1 X (4/4) FIBER CEMENT
SLEEPER AT 12" O.C.
5/4” THICK CAPPED CELLULAR PVC
TONGUE & GROOVE DECKING
NEW WD. JOISTS - RE: STRUCT.
NEW C12 FRAME - RE: STRUCT
NEW TAB PLATE - RE: STRUCT.
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I 'D
F
IL
E
N A
M E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
U M
B E
R
1 2 3 4 5
D
C
B
A
J O
IN
T
B A
S E
S A
N A
N T
O N
IO
F O
R T
S A
M H
O U
S T
O N
T
E X
A S
A-503
D E
T A
IL
S
R E
N O
V A
T
IO
N O
F B
U
IL
D
IN
G
J O
IN
T
B A
S E
S A
N A
N T
O N
IO
F
O R
T S
A M
H O
U S
T O
N T
X
K E
N A
L L
F N
I S
A V
O Y
D R
IV
E
S
U
IT
E
H O
U S
T O
N T
E X
A S
P H
O N
E (8
-8
S L A
A R
C H
IT
E
C T
S
J D
IX
O
N
K /F
N I
C H
O P
K
IN
S
A U
G U
S T
W G
B
FINAL SUBMITTAL
1 1/2" = 1'-0"A-503
A1 STAIR DETAIL
1 1/2" = 1'-0"A-503
B1 STAIR DETAIL AT INTERMEDIATE SUPPORT
1 1/2" = 1'-0"A-503
A2 STAIR DETAIL
1 1/2" = 1'-0"A-503
B2 STAIR DETAIL AT INTERMEDIATE SUPPORT
1 1/2" = 1'-0"A-503
C1 PORCH DETAIL
1 1/2" = 1'-0"A-503
A3 STAIR DETAIL
1 1/2" = 1'-0"A-503
C2 PORCH DETAIL
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
AUGUST 12, 2019
0' 6" 1'
GRAPHIC SCALE 3" = 1'-0"
3"
0' 1' 2'
GRAPHIC SCALE 1-1/2" = 1'-0"
6"3" 9"
1 1/2" = 1'-0"A-503
B3 STAIR DETAIL
| General Sheets |
| Cover Sheet |
| G-002.1 |
| G-002.2 |
| G-002 |
| G-003 |
| G-004 |
| G-102 |
| Civil Sheets |
| C-001 |
| C-002 |
| C-101 |
| CS-101 |
| CS-102 |
| CS-103 |
| CS-104 |
| CS-105 |
| CS-106 |
| CU-101 |
| CU-102 |
| C-301 |
| C-302 |
| CS-401 |
| CS-402 |
| CS-403 |
| CS-404 |
| CS-405 |
| C-501 |
| C-502 |
| C-503 |
| C-504 |
| C-505 |
| C-506 |
| C-507 |
| C-508 |
| C-509 |
| C-510 |
| Structural Sheets |
| S-001 |
| S-002 |
| S-101 |
| S-102 |
| S-103 |
| S-301 |
| S-302 |
| S-303 |
| S-304 |
| Architectural Sheets |
| AD101 |
| AD102 |
| AD111 |
| AD112 |
| AD201 |
| AD202 |
| AD203 |
| A-100 |
| A-101 |
| A-102 |
| A-103 |
| A-104 |
| A-111 |
| A-112 |
| A-120 |
| A-201 |
| A-202 |
| A-203 |
| A-301 |
| A-302 |
| A-303 |
| A-304 |
| A-305 |
| A-306 |
| A-307 |
| A-308 |
| A-309 |
| A-310 |
| A-321 |
| A-322 |
| A-401 |
| A-402 |
| A-403 |
| A-404 |
| A-405 |
| A-406 |
| A-501 |
| A-502 |
| A-503 |
| A-504 |
| A-505 |
| A-511 |
| A-512 |
| A-513 |
| A-514 |
| A-520 |
| A-521 |
| A-601 |
| A-602 |
| A-621 |
| A-622 |
| A-801 |
| A-901 |
| A-902 |
| I-101 |
| I-102 |
| I-531 |
| I-611 |
| I-901 |
| IF101 |
| IF102 |
| Mechanical Sheets |
| M-001 |
| MD-101 |
| MD-102 |
| MH-101 |
| MH-102 |
| M-103 |
| M-104 |
| M-105 |
| M-106 |
| M-501 |
| M-502 |
| M-503 |
| M-504 |
| M-505 |
| M-506 |
| M-507 |
| M-508 |
| M-509 |
| M-510 |
| M-511 |
| M-512 |
| M-601 |
| M-602 |
| M-603 |
| Plumbing Sheets |
| P-001 |
| PD-101 |
| PD-102 |
| PP-103 |
| PP-104 |
| PP-401 |
| PP-402 |
| PP-501 |
| PP-502 |
| PP-503 |
| E-001 |
| E-002 |
| ED-101 |
| ED-102 |
| E-101 |
| E-102 |
| E-111 |
| E-112 |
| E-113 |
| E-201 |
| E-202 |
| E-401 |
| E-501 |
| E-601 |
| E-602 |
| E-603 |
| E-604 |
| E-605 |
| E-606 |
| E-607 |
| E-608 |
| Telecomm Sheets |
| TN-000 |
| TN-001 |
| TND-101 |
| TND-102 |
| TN-011 |
| TN-101 |
| TN-102 |
| TN-201 |
| TN-202 |
| TN-401 |
| TN-402 |
| TN-501 |
| TN-601 |
| TN-602 |
| TN-603 |
| Fire Protection Sheets |
| LS101 |
| LS102 |
| FD101 |
| FP-001 |
| FP-101 |
| FP-102 |
| FP-103 |
| FP-501 |
| FP-502 |
| FP-801 |
| FP-802 |
| FA-001 |
| FA-101 |
| FA-102 |
| FA-501 |
| FA-601 |
File details come from the government source that posted it.