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SECURITY CHECKPOINT
GATE 3 - CONTRACTOR'S (GATE 4)
"B" STREET GATE
MAIN GATE (GATE 1)
GATE 6
ACCESS ROUTE
CONTRACTOR'S
NORTH TEMF SITE AREA
SOUTH TEMF SITE AREA
CONCURRENT PROJECT
CONCRETE BATCH PLANT
ACCESS ROUTE
ALTERNATE
CONTRACTOR'S
NORTH TEMF SITE AREA
SOUTH TEMF SITE AREA
SEE BATCH PLANT NOTES THIS SHEET
LOCATION - THIS PROJECT
CONCRETE BATCH PLANT
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8) NOTIFY CONTRACTING OFFICER'S REPRESENTATIVE OF WORK PLAN PRIOR TO INSTALLATION OF NEW PIPE BRANCH.
7) NEW HYDRANT WILL BE LEFT IN PLACE AT CLOSE OF CONTRACT.
6) TOTAL LENGTH OF NEW PIPE BRANCH WILL BE APPROXIMATELY 75'
ROAD, RUNNING PARALLEL WITH THE ROADWAY.
5) THE EXISTING SOURCE WATER LINE IS APPROXIMATELY 24' OFFSET FROM THE SOUTH EDGE OF WILDERNESS
EDGE OF PAVEMENT.
4) PLACE THE NEW HYDRANT ON THE NORTH SIDE OF WILDERNESS ROAD, MINIMUM 12' OFFSET FROM THE CLOSEST
7' MINIMUM.
3) NEW PIPE BRANCH SHALL BE 6" MINIMUM DIAMETER ADN BORE DEPTH UNDER WILDERNESS ROAD SHALL BE
2) PROVIDE A HDPE PIPE BRANCH WITH A FIRE HYDRANT ISOLATION VALVE AND VALVE BOX AT THE TAP POINT.
ROAD IN ORDER TO TAP INTO AN EXISTING POTABLE WATER LINE ON THE SOUTH SIDE OF WILDERNESS ROAD.
HYDRANT WITH PIPE BRANCH BY PERFORMING A HORIZONTAL DIRECTIONAL BORE UNDER WILDERNESS
1) TO PROVIDE WATER TO THE INDICATED AREA OF THE BATCH PLANT, CONTRACTOR MUST ADD A NEW FIRE
BATCH PLANT NOTES:
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DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:08:38 AM 5/8/2019
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SCALE 1" = 1000'
N
30' 60'0
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DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:08:52 AM 5/8/2019
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DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:08:58 AM 5/8/2019
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DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:09:05 AM 5/8/2019
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DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:09:17 AM 5/8/2019
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DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:09:24 AM 5/8/2019
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DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:09:30 AM 5/8/2019
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DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:09:36 AM 5/8/2019
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DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:09:42 AM 5/8/2019
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DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:09:48 AM 5/8/2019
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Q U
IP
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A
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N
30' 60'0
E L E
C T
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A L S
IT
E P
L A
N A
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A
E
L E
C T
R
IC
A L S
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A
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R B
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S
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T
D
O T
T E
R B
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F -4
-0
F -4
-0
/2
/2
/2
/2
W F -1
-R -0
W F -1
-R -0
O P
T
IO
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N
F C
C
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S
A .d g n
F C
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ES117AES117A
M G
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/1
/2
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D B
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IS
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
U .S
A R
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P S O
F E
N G
IN
E E
A H
A
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F
IL
E N
A M
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A N
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D A
N S I
D
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A H
A
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F
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ES508
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S
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A
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N A
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IT
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F O
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A R
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A L E
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N T M
A
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N A
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E F
A C
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S
F -4
-0
/2
/2
F -4
-0
L E
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A L S
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N S O
S P D
IA
G R
A M
BUILDING
CN11
MH0948
EXISTING
MH0945
EXISTING
MH0949
EXISTING
MH0951
EXISTING
MH0953
EXISTING
MH0954
EXISTING
MH0956
EXISTING
MH0958
EXISTING
MH0959
EXISTING
MH0961
EXISTING
BUILDING
STORAGE
ORG
BUILDING
STORAGE
ORG
BUILDING
STORAGE
ORG
BUILDING
STORAGE
ORG
BUILDING
STORAGE
ORG
BUILDING
STORAGE
ORG
BUILDING
STORAGE
ORG
BUILDING
STORAGE
ORG
BUILDING
STORAGE
ORG
BUILDING
STORAGE
ORG
BUILDING
STORAGE
ORG
BUILDING
STORAGE
ORG
1 1 1 1 1 1 1 1 1 1 2 2
D
O T
T E
R B
Y D
O T
T E
R B
Y
D
O T
T E
R B
Y
TEMF
SOUTH
TEMF
NORTH
FACILITY
STORAGE
TUAV
12 12
W F -1
-R -0
W F -1
-R -0
FACILITY
STORAGE
DIST
FOR FIBER OPTIC AND COPPER CABLES.
12. PROVIDE FIBER OPTIC AND COPPER SPLICE ENCLOSURE. SIZE ENCLOSURE AS REQUIRED
CABLE.
PROVIDE 25 PAIR #24 AWG COPPER CABLE. PROVIDE 12 STRAND SINGLE-MODE FIBER OPTIC
11. PROVIDE 2-4" PVC CONDUIT; 1-4" CONDUIT CONTAIN 3-1 1/4" HDPE OSP INNERDUCT.
CABLE.
PROVIDE 150 PAIR #24 AWG COPPER CABLE. PROVIDE 72 STRAND SINGLE-MODE FIBER OPTIC
10. PROVIDE 2-4" PVC CONDUIT; 1-4" CONDUIT CONTAIN 3-1 1/4" HDPE OSP INNERDUCT.
275 PAIR #24 AWG COPPER CABLE. PROVIDE 132 STRAND SINGLE-MODE FIBER OPTIC CABLE.
9. PROVIDE 4-4" PVC CONDUIT; 1-4" CONDUIT CONTAIN 3-1 1/4" HDPE OSP INNERDUCT. PROVIDE
300 PAIR #24 AWG COPPER CABLE. PROVIDE 144 STRAND SINGLE-MODE FIBER OPTIC CABLE.
8. PROVIDE 4-4" PVC CONDUIT; 1-4" CONDUIT CONTAIN 3-1 1/4" HDPE OSP INNERDUCT. PROVIDE
100 PAIR #24 AWG COPPER CABLE. PROVIDE 48 STRAND SINGLE-MODE FIBER OPTIC CABLE.
7. PROVIDE 2-4" PVC CONDUIT; 1-4" CONDUIT CONTAIN 3-1 1/4" HDPE OSP INNERDUCT. PROVIDE
50 PAIR #24 AWG COPPER CABLE. PROVIDE 24 STRAND SINGLE-MODE FIBER OPTIC CABLE.
6. PROVIDE 2-4" PVC CONDUIT; 1-4" CONDUIT CONTAIN 3-1 1/4" HDPE OSP INNERDUCT. PROVIDE
25 PAIR #24 AWG COPPER CABLE. PROVIDE 12 STRAND SINGLE-MODE FIBER OPTIC CABLE.
5. PROVIDE 2-4" PVC CONDUIT; 1-4" CONDUIT CONTAIN 3-1 1/4" HDPE OSP INNERDUCT. PROVIDE
CABLE.
PROVIDE 100 PAIR #24 AWG COPPER CABLE. PROVIDE 24 STRAND SINGLE-MODE FIBER OPTIC
4. PROVIDE 2-4" PVC CONDUIT; 1-4" CONDUIT CONTAIN 3-1 1/4" HDPE OSP INNERDUCT.
100 PAIR #24 AWG COPPER CABLE. PROVIDE 24 STRAND SINGLE-MODE FIBER OPTIC CABLE.
3. PROVIDE 2-4" PVC CONDUIT; 1-4" CONDUIT CONTAIN 3-1 1/4" HDPE OSP INNERDUCT. PROVIDE
CABLE BEFORE SPLICING. REPLACE EXISTING COPPER UNDERGROUND ENCLOSURE.
SPLICE 600 PAIR COPPER CABLE INTO EXISTING COPPER CABLE AT MH0961, TEST EXISTING
600 PAIR #24 AWG COPPER CABLE. PROVIDE 288 STRAND SINGLE-MODE FIBER OPTIC CABLE.
2. PROVIDE 8-4" PVC CONDUIT; 2-4" CONDUIT CONTAIN 3-1 1/4" HDPE OSP INNERDUCT. PROVIDE
EXISTING CONDUIT. COORDINATE WITH COR FOR TERMINATION LOCATION.
1. PROVIDE AND TERMINATE 288 STRAND FIBER SINGLE-MODE OPTIC CABLE THROUGH
KEYED NOTES:
/1
/2
[MH0963]
MANHOLE
NEW
[MH0964]
MANHOLE
NEW
[MH0965]
MANHOLE
NEW
[MH0971]
MANHOLE
NEW
[MH0966]
MANHOLE
NEW
[HH0972A]
HANDHOLE
NEW
[HH0972B]
HANDHOLE
NEW
[MH0972]
MANHOLE
NEW
[MH0967]
MANHOLE
NEW
[HH0967A]
HANDHOLE
NEW
[HH0972A]
HANDHOLE
NEW
[MH0968]
MANHOLE
NEW
[HH0972B]
HANDHOLE
NEW
[HH0968A]
HANDHOLE
NEW
[MH0973]
MANHOLE
NEW
[MH0969]
MANHOLE
NEW
[HH0973A]
HANDHOLE
NEW
[HH0969A]
HANDHOLE
NEW
[MH0970]
MANHOLE
NEW
[HH0973B]
HANDHOLE
NEW
[MH0974]
MANHOLE
NEW
A M R
E V
IS
E D A
N D R
E D
R A
DN
DN
201 202
15' - 4" 6' - 0" 32' - 6"
G
8 9 10 119.4
D
E
F
H
A-401
/2
/2
7'
1/
4"
2'
4" 2'
0"
8'
1/
4"
44' - 1 1/2" 11' - 7 1/2" 6' - 0" 36' - 6 1/2"
3'
8"
/2
3'
8"
2'
0" 3'
8"
3'
4" 3'
4"
2'
4"
2'
0"
2'
7'
/4
6'
1/
2"
2'
3/
4"
/2
/2
0"
10' - 11" 5' - 5 3/4" 20' - 1 3/4"
B B B B
B B B B
6' - 0" 6' - 0" 6' - 0" 6' - 3" 6' - 0" 4' - 3" 6' - 0"
1' - 0"
213A
211B
211A
213B
A-420
N.I.C.
208A
208B
204B
204A
206B
206A
204A
204B
206B
206A
208B
208A
C
B
B
B
B
B
B
B
B
B
3'
3/
4" 4'
4'
1/ 4"
5'
1/
2" 3'
7'
/4
2'
4" 2'
4"
7'
/4
7'
/4
2'
4"
2'
4"
8'
2" 3'
1/ 4"
4'
2'
3/
4"
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
11' - 11 1/2"
11' - 7 1/2"
17' - 11 1/2" 34' - 6 1/2"
2D
11B
11B
11B
11B
1B
A-410
11B
A-407
E200
3'
4"
1/ 2"A-401
1' - 8 1/2"
32' - 10 1/4"
F.5
D.6
D.3
10.5
8'
0" 9'
1/ 4"
/4
/4
/4
45' - 7" 9' - 9 1/4" 8' - 0" 13' - 11 1/2" 22' - 1 1/2"
11' - 2" 6' - 0" 4' - 1" 6' - 0" 44' - 5" 6' - 0" 4' - 1" 6' - 0" 11' - 8"
8'
6'
0" 2'
0"
6'
0" 2'
0"
6'
0" 2'
8"
6'
0" 2'
0"
6'
0" 2'
0"
6'
0" 2'
0"
6'
0" 2'
0"
6'
0" 2'
0"
6'
0" 2'
0"
6'
0" 8'
B
1'
4"
1'
4"
1'
1/
2"
1'
1/
2" 1'
1/ 2"
4B
11B
2C
2C
GENERAL NOTES:
1. SEE A-101 FOR STRUCTURAL GRID DIMENSIONING.
2. ALL CHANGES IN FLOOR MATERIALS IN DOOR OPENING SHALL
OCCUR AT THE CENTER LINEOF THE DOOR PANEL IN THE CLOSED
POSITION U.N.O.
3. ROOM FINISH SCHEDULES MAY BE FOUND ON A-600 SHEETS.
4. DOOR SCHEDULES MAY BE FOUND ON A-600 SHEETS.
5. WINDOW SCHEDULES MAY BE FOUND ON A-600 SHEETS.
6. SEE A-410 FOR WALL TYPE DETAILS.
7. PROVIDE GWB CONTROL JOINTS @ 30'-0" OC MAX SPACING ON
ALL EXPOSED GWB.
8. DO NOT SCALE FROM DRAWINGS.
9. SEE CIVIL SITE PLAN FOR BUILDING LOCATION.
10. CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL
WINDOW, DOOR, LOUVER, AND OTHER OPENINGS PRIOR TO
MANUFACTURING OR INSTALLING ANY SUCH ITEM. ALL OPENING
SIZES ARE NOMINAL. CONTRACTOR SHALL VERIFY THE ACTUAL SIZE
REQUIRED FOR EACH OPENING BEFORE INSTALLING.
*KEYNOTE NUMBERING ON THIS SHEET IS APPLICABLE TO
THIS SHEET ONLY, CHECK KEYNOTE LEGEND FOR EVERY SHEET,
AS KEYNOTE NUMBERS DIFFER FOR EACH SHEET.
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
A W N
B Y:
D
ES
IG
N
ED
B
Y:
SU
B M
IT
TE
D B
Y:
SI
ZE
C H
E C
KE
D B
Y:
AN
S I
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E :
C O
N
TR
AC
T
N O
SO
L I
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
A-121
C O
M
PO
S I
TE
S E C
O N
D F
LO
O
R P
L A N
FO
R
T C
AR
SO
N , C
O
LO
R
AD
O
TA
C T I
C
AL
E Q
U
IP
M
EN
T M
AI
N
TE
N
AN
C
E
FA
C
IL
IT
IE
S N
O R
T H B
U
IL
D
IN
G O
M A H
A D
IS
T R
IC
T
C
AP
IT
O
L
AV
E O
M A H
A, N
E 6 8
A.
P
AR
KE
R
A.
P
AR
KE
R
B.
G
O R
U P
/2
5/
W
F-
-R
-0
F2
-4 0-
A.
P
AR
KE
R
1/8" = 1'-0"A-121
1 SECOND FLOOR PLAN
PLAN NORTH8'0 4' 16'
FIRST FLOOR: 47,194 SF
AWNING: 532 SF
SECOND FLOOR: 10,374 SF
TOTAL GROSS: 58,100 SF
GROSS ALLOWABLE MAX.: 58,200 SF
SECOND FLOOR ROOM SCHEDULE
Number Name
208 ADMIN. & SHOP CONTROL "C"
208A OFFICE
208B OFFICE
209 STAIR 2-2
210 CORRIDOR 3
211 TRAINING ROOM
212 TELECOM ROOM
213 BREAK/TRAINING CONFERENCE ROOM
214 WOMEN
215 JAN.
216 MEN
E200 ELEVATOR CAB - 2
SECOND FLOOR ROOM SCHEDULE
Number Name
201 LOBBY 2-1
202 STAIR 1-2
203 WAITING "A"
204 ADMIN. & SHOP CONTROL "A"
204A OFFICE
204B OFFICE
205 WAITING "B"
206 ADMIN. & SHOP CONTROL "B"
206A OFFICE
206B OFFICE
207 WAITING "C"
_KEYNOTE LEGEND TEMF
VALUE TEXT
1 ACCORDIAN FOLDING PARTITIONS
2 SURFACE MOUNT PROJECTION SCREEN, (6'x 4')
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AM
G
EN
ER
AL
R
EV
IS
IO
N
S
/1 9/
AM
G
EN
ER
AL
R
EV
IS
IO
N
S
/0 3/
AM
G
EN
ER
AL
R
EV
IS
IO
N
S
/1 0/
STL DECK
1SCALE: NTS STC 33 MINIMUM
NOT FIRE-RATED
STEEL STUD PARTITION
6" M
IN
1BNO GYP - ONE SIDE
EXTEND STUD AND GWB TO STL
DECK WHERE EXPOSED
STRUCTURE CEILING IS SCHEDULED
CEILING AS SCHEDULED (SEE ROOM
FINISH SCHEDULE) - BOTH SIDES
WHERE FINISH CEILING IS REQ'D, ALT
BRACING DETAIL 1/A-410 MAY BE
USED.
4" STL STUDS @ 16" OC W/
5/8" GWB - BOTH SIDES
WALL BASE AND FLOOR FINISH AS
SCHEDULED (SEE ROOM FINISH
SCHEDULE) - BOTH SIDES
STL STUD RUNNER TRACK
STL DECK
2 1/2" SOUND ATTENUATION BATTS
FROM STRUCTURAL FLOOR TO
STRUCTURAL DECK
2SCALE: NTS STC 45 MINIMUM
1 HR FIRE-RATED WHERE APPLICABLE
(UL#465 OR EQ)
STEEL STUD SOUND PARTITION
2BUSE 6" STL STUD IN LIEU OF 4" STL STUD
2CNO GWB - ONE SIDE
CEILING AS SCHEDULED (SEE ROOM
FINISH SCHEDULE) - BOTH SIDES
STAGGER AND SEAL ALL
JUNCTION BOXES - SEE
DTL ?/A-???
MIN 3/8" GAP W/ ACOUSTICAL
SEALANT - BOTH SIDES
STL STUD RUNNER TRACK
WALL BASE AND FLOOR FINISH AS
SCHEDULED (SEE ROOM FINISH
SCHEDULE) - BOTH SIDES
4" 20 GA STL STUDS @
16" OC W/ 5/8" GWB -
BOTH SIDES
SEAL ALL THRU-WALL
PENETRATIONS - SEE
DTL ?/A-???
A-321
2DUSE 6" STL STUD IN LIEU OF 4" STL STUD
NO GWB - ONE SIDE
STL DECK
4SCALE: NTS STC 45 MINIMUM
NOT FIRE-RATED
STEEL STUD PARTITION W/ TILE
4BNO SOUND ATTENUATION BATT, FURRED-OUT W/
2 1/2" STL STUDS @ ADJACENT PCC WALL
(SEE WALL TYPE 12B)
CEILING AS SCHEDULED (SEE ROOM
FINISH SCHEDULE) - BOTH SIDES
STL STUD RUNNER TRACK
TILE FLOOR AND BASE UNO
4" 20 GA STL STUDS @ 16"
OC W/ 5/8" GWB - BOTH
SIDES, UNO
WALL TILE ON ONE OR BOTH SIDES
AS SCHEDULED, THIN-SET ON 5/8"
GLASS MAT GYPSUM BACKER
BOARD, TCA METHOD W245-16
TI
LE
H
EI
G H
T
AS
S C
H
ED
U
LE
D 6"
M
IN
2 1/2" SOUND ATTENUATION BATTS
4CNO SOUND ATTENUATION BATT, NO GWB -
ONE SIDE
A-321
STL DECK
6SCALE: NTS STC 45 MINIMUM
1 HR FIRE-RATED WHERE APPLICABLE
(UL#465 OR EQ)
STEEL STUD SECURE PARTITION
CEILING AS SCHEDULED (SEE ROOM
FINISH SCHEDULE) - BOTH SIDES
MIN 3/8" GAP W/ ACOUSTICAL
SEALANT - BOTH SIDES
STL STUD RUNNER TRACK
WALL BASE AND FLOOR FINISH AS
SCHEDULED (SEE ROOM FINISH
SCHEDULE) - BS
6" STL STUDS @ 16" OC W/
5/8" GWB - BOTH SIDES
18 GA EXPANDED STL MESH AT
EXTERIOR FACE OF WALL
SECURED
SPACE
NON-SECURE
SPACE
BATT WHERE APPLICABLE
8SCALE: NTS STC - NONE
NOT FIRE-RATED
WIRE MESH PARTITION
'-0
" M
AX
IM
U
M W
AL
L
H
EI
G H
T
6 GA WOVEN WIRE - TYP
STEEL TUBE FRAME -
DESIGNED BY MFR
1 1/2"X3/4" BOTTOM GUIDE
CHANNEL BY MFR
FLOOR SOCKET 21/2" HIGH
W/ SET SCREW
ADJUSTMENT BY MFR
6 GA WOVEN WIRE - TYP
U-SHAPE ANCHOR BOLT @
2'-4" OC MAX DESIGNED BY
WOVEN WIRE MFR
1 1/2"X3/4" STL CHANNEL BY MFR
10SCALE: NTS STC - NONE
1 HOUR FIRE-RATED WHERE APPLICABLE
(UL# U465 OR EQ)
ARMS VAULT
STL DECK
CEILING AS SCHEDULED (SEE ROOM
FINISH SCHEDULE)
CIP CONC WALL - SLAB AND
BEARING CONDITION VARIES -
SEE STRUCTURAL DRAWINGS
WALL BASE AND FLOOR FINISH AS
SCHEDULED (SEE ROOM FINISH
SCHEDULE) - BOTH SIDES
SEAL ALL THRU-WALL JOINTS AND
PENETRATIONS W/ UL-LISTED
ASSEMBLY - SEE SPECIFICATIONS
8" CIP CONC WALL - SEE STRUCTURAL
DRAWINGS FOR REINFORCEMENT AND
BRACING REQUIREMENTS.
2"
POURED CONCRETE CAP -
SEE STRUCTURAL
'-0
" T O
T O
P O
F
VA
U
LT
VAULT
SE
E
ST
R
U C
TU
R
AL
4" STL STUDS @ 16" OC W/ 5/8"
TYP X GWB - BOTH SIDES
NOTE: FOR TYPE 10 WALLS THAT ALSO SERVE AS AN AIR BARRIER BOUNDARY,
PROVIDE 3" MINIMUM LOW DENSITY SPF IN LIEU OF BATTS. SEE A-8XX FOR AIR
BARRIER PLANS.
2 1/2" SOUND ATTENUATION BATTS OR
3" SPF FROM STRUCTURAL FLOOR TO
STRUCTURAL DECK - SEE NOTE BELOW
A-321
11STC 50 MINIMUM
1 HR-RATED WHERE APPLICABLE
PRECAST CONCRETE PARTITION
STL DECK
CEILING AS SCHEDULED (SEE ROOM
FINISH SCHEDULE) - BOTH SIDES
PC CONC WALL - SLAB AND BEARING
CONDITION VARIES - SEE STRUCTURAL
DRAWINGS. SHIM AND GROUT AS
REQ'D.
WALL BASE AND FLOOR FINISH AS
SCHEDULED (SEE ROOM FINISH
SCHEDULE) - BOTH SIDES
SEAL ALL THRU-WALL
PENETRATIONS W/ JOINT SEALANT
OR FIRESTOPPING - SEE
ARCHITECTURAL DRAWINGS
SEE PRECAST ELEVATIONS FOR REVEAL
LOCATIONS
HEAD CONDITION VARIES - SEE STRUCTURAL
DRAWINGS FOR BRACING REQUIREMENTS
SPRAY FOAM (OPEN-CELL) HEAD CONDITION
FOR CONTINUOUS ACOUSTICAL SEAL (EXCEPT
1-HR RATED WALLS - SEE 2/A321)
2" M
AX
8" SOLID PC CONC WALL - SEE STRUCTURAL
DRAWINGS FOR REINFORCEMENT AND
BRACING REQUIREMENTS.
BOND BREAKER W/ SEALANT - BS
2"
8"
M
IN2"
11B2 1/2" STL STUD @ 16" OC W/5/8" GWB - ONE SIDE,
SEE ROOM FINISH SCHEDULE (6" MIN. ABOVE CLG.)
11C2 1/2" STL STUD @ 16" OC W/5/8" GWB - TWO SIDE,
SEE ROOM FINISH SCHEDULE (6" MIN. ABOVE CLG.)
A-321
13PRECAST CONCRETE PARTIAL HT.
PC CONC WALL - SLAB AND BEARING
CONDITION VARIES - SEE STRUCTURAL
DRAWINGS. SHIM AND GROUT AS
REQ'D.
FLOOR FINISH AS SCHEDULED (SEE
ROOM FINISH SCHEDULE) - BOTH
SIDES
SEE PRECAST ELEVATIONS FOR REVEAL
LOCATIONS
CHAMFER EDGES AT ALL EXPOSED
OUTSIDE CORNERS
8" SOLID PC CONC WALL - SEE STRUCTURAL
DRAWINGS FOR REINFORCEMENT AND
BRACING REQUIREMENTS.
BOND BREAKER W/ SEALANT - BS
2"
8"
5'
12STC 50 MINIMUM
1 HR-RATED WHERE APPLICABLE
PRECAST CONCRETE PARTITION
STL DECK
CEILING AS SCHEDULED (SEE ROOM
FINISH SCHEDULE) - BOTH SIDES
PC CONC WALL - SLAB AND BEARING
CONDITION VARIES - SEE STRUCTURAL
DRAWINGS. SHIM AND GROUT AS
REQ'D.
SEAL ALL THRU-WALL
PENETRATIONS W/ JOINT SEALANT
OR FIRESTOPPING - SEE
ARCHITECTURAL DRAWINGS
HEAD CONDITION VARIES - SEE STRUCTURAL
DRAWINGS FOR BRACING REQUIREMENTS
SPRAY FOAM (OPEN-CELL) HEAD CONDITION
FOR CONTINUOUS ACOUSTICAL SEAL (EXCEPT
1-HR RATED WALLS - SEE 2/A321)
2" M
AX
8" SOLID PC CONC WALL - SEE STRUCTURAL
DRAWINGS FOR REINFORCEMENT AND
BRACING REQUIREMENTS.
BOND BREAKER W/ SEALANT - BS
2"
8"
M
IN2"
12B2 1/2" STL STUD @ 16" OC W/5/8" GWB - ONE SIDE
, SEE ROOM FINISH SCHEDULE (6" MIN. ABOVE CLG.)
TILE FLOOR AND BASE UNO
WALL TILE ON ONE OR BOTH SIDES
AS SCHEDULED, THIN-SET ON PC
CONC., ON 2 1/2" MIN STEEL STUD,
TCA METHOD W245-16
A-321
STL DECK
5SCALE: NTS STC 33 MINIMUM
NOT FIRE-RATED
STEEL STUD PARTITION
6" M
IN
CEILING AS SCHEDULED (SEE ROOM
FINISH SCHEDULE) - BOTH SIDES
WHERE FINISH CEILING IS REQ'D, ALT
BRACING DETAIL 1/A-410 MAY BE
USED.
2 1/2" STL STUDS @ 16"
OC W/ 5/8" GWB - ONE
SIDE
WALL FINISH, WALL BASE, AND
FLOOR FINISH AS SCHEDULED (SEE
ROOM FINISH SCHEDULE) - BOTH
SIDES
STL STUD RUNNER TRACK
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IG
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SU
B M
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D B
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SI
ZE
C H
E C
KE
D B
Y:
AN
S I
'D
FI
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AM
E:
IS
SU
E D
AT
E :
C O
N
TR
AC
T
N O
SO
L I
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
A-320
W
AL
L
TY
P E S
FO
R
T C
AR
SO
N , C
O
LO
R
AD
O
TA
C T I
C
AL
E Q
U
IP
M
EN
T M
AI
N
TE
N
AN
C
E
FA
C
IL
IT
IE
S N
O R
T H B
U
IL
D
IN
G O
M A H
A D
IS
T R
IC
T
C
AP
IT
O
L
AV
E O
M A H
A, N
E 6 8
A.
P
AR
KE
R
A.
P
AR
KE
R
B.
G
O R
U P
/2
5/
W
F-
-R
-0
F2
-4 0-
A.
P
AR
KE
R
M
AR
K D
ES
C
R I P
TI
O
N D
AT
E
AM
G
EN
ER
AL
R
EV
IS
IO
N
S
/1 9/
AM
G
EN
ER
AL
R
EV
IS
IO
N
S
/0 3/
AM
G
EN
ER
AL
R
EV
IS
IO
N
S
/1 0/
FIRST FLOOR
100' - 0"
SECOND FLOOR
116' - 4"
T.O. HIGH
PRECAST
138' - 2"
11 10.5
A-401
STAIR 1-1
STAIR 1-2
FIRST FLOOR
100' - 0"
SECOND FLOOR
116' - 4"
T.O. HIGH
PRECAST
138' - 2"
D H
CEILING
125' - 4"
STAIR 1-1
STAIR 1-2
8'
2"
*KEYNOTE NUMBERING ON THIS SHEET IS APPLICABLE TO
THIS SHEET ONLY, CHECK KEYNOTE LEGEND FOR EVERY SHEET,
AS KEYNOTE NUMBERS DIFFER FOR EACH SHEET.
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B
Y:
SU
B M
IT
TE
D B
Y:
SI
ZE
C H
E C
KE
D B
Y:
AN
S I
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E :
C O
N
TR
AC
T
N O
SO
L I
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
A-402
EN
LA
R G
ED
S
TA
IR
S
EC
T I O
N S
FO
R
T C
AR
SO
N , C
O
LO
R
AD
O
TA
C T I
C
AL
E Q
U
IP
M
EN
T M
AI
N
TE
N
AN
C
E
FA
C
IL
IT
IE
S N
O R
T H B
U
IL
D
IN
G O
M A H
A D
IS
T R
IC
T
C
AP
IT
O
L
AV
E O
M A H
A, N
E 6 8
A.
P
AR
KE
R
A.
P
AR
KE
R
B.
G
O R
U P
/2
5/
W
F-
-R
-0
F2
-4 0-
A.
P
AR
KE
R
M
AR
K D
ES
C
R I P
TI
O
N D
AT
E
AM
G
EN
ER
AL
R
EV
IS
IO
N
S
/1 0/
3/8" = 1'-0"A-402
1 ENLARGED STAIR SECTION - 1
3/8" = 1'-0"A-402
2 ENLARGED STARI SECTION - 2
_KEYNOTE LEGEND TEMF
VALUE TEXT
1 MTL RAIL/BARRIER
2 1 HR CLG ASSEMBLY - UL NO. U496
0 2' 4' 6'7 0 2' 4' 6'7
SECOND FLOOR
116' - 4"
T.O. HIGH
PRECAST
138' - 2"
CEILING
125' - 4"
LANDING
108' - 2"
CONCEALED SPACE
10.5
STAIR 1-1
STAIR 1-2
*KEYNOTE NUMBERING ON THIS SHEET IS APPLICABLE TO
THIS SHEET ONLY, CHECK KEYNOTE LEGEND FOR EVERY SHEET,
AS KEYNOTE NUMBERS DIFFER FOR EACH SHEET.
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SHEET ID
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IG
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B
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SU
B M
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D B
Y:
SI
ZE
C H
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D B
Y:
AN
S I
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E :
C O
N
TR
AC
T
N O
SO
L I
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
A-403
EN
LA
R G
ED
S
TA
IR
S
EC
T I O
N S
FO
R
T C
AR
SO
N , C
O
LO
R
AD
O
TA
C T I
C
AL
E Q
U
IP
M
EN
T M
AI
N
TE
N
AN
C
E
FA
C
IL
IT
IE
S N
O R
T H B
U
IL
D
IN
G O
M A H
A D
IS
T R
IC
T
C
AP
IT
O
L
AV
E O
M A H
A, N
E 6 8
A.
P
AR
KE
R
A.
P
AR
KE
R
B.
G
O R
U P
/2
5/
W
F-
-R
-0
F2
-4 0-
A.
P
AR
KE
R
M
AR
K D
ES
C
R I P
TI
O
N D
AT
E
AM
G
EN
ER
AL
R
EV
IS
IO
N
S
/1 0/
3/8" = 1'-0"A-403
1 ENLARGED STAIR SECTION - 3
_KEYNOTE LEGEND TEMF
VALUE TEXT
1 PAINTED STAIR STRINGER
2 1 HR CLG ASSEMBLY - UL NO. U496
8'0 4' 16'
SECOND FLOOR
116' - 4"
T.O. HIGH
PRECAST
138' - 2"
G
CEILING
125' - 4"
LANDING
108' - 2"
F.5
(T
YP
3'
6"
(T
YP
4'
8"
(T
YP
3'
6"
(T
YP
8'
2"
STAIR 2-1
STAIR 2-2
5' - 7 1/4" 11' - 11" 11" 2' - 10 3/4"
FIRST FLOOR
100' - 0"
SECOND FLOOR
116' - 4"
T.O. HIGH
PRECAST
138' - 2"
99.4
CEILING
125' - 4"
LANDING
108' - 2"
STAIR 2-1
STAIR 2-2
(T
YP
2'
7"
(T
YP
5'
(TYP.)
3' - 2 1/2"
*KEYNOTE NUMBERING ON THIS SHEET IS APPLICABLE TO
THIS SHEET ONLY, CHECK KEYNOTE LEGEND FOR EVERY SHEET,
AS KEYNOTE NUMBERS DIFFER FOR EACH SHEET.
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IG
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B
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SU
B M
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D B
Y:
SI
ZE
C H
E C
KE
D B
Y:
AN
S I
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E :
C O
N
TR
AC
T
N O
SO
L I
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
A-404
EN
LA
R G
ED
S
TA
IR
S
EC
T I O
N S
FO
R
T C
AR
SO
N , C
O
LO
R
AD
O
TA
C T I
C
AL
E Q
U
IP
M
EN
T M
AI
N
TE
N
AN
C
E
FA
C
IL
IT
IE
S N
O R
T H B
U
IL
D
IN
G O
M A H
A D
IS
T R
IC
T
C
AP
IT
O
L
AV
E O
M A H
A, N
E 6 8
A.
P
AR
KE
R
A.
P
AR
KE
R
B.
G
O R
U P
/2
5/
W
F-
-R
-0
F2
-4 0-
A.
P
AR
KE
R
M
AR
K D
ES
C
R I P
TI
O
N D
AT
E
AM
G
EN
ER
AL
R
EV
IS
IO
N
S
/1 0/
3/8" = 1'-0"A-404
1 ENLARGED STAIR SECTION - 5
3/8" = 1'-0"A-404
2 ENLARGED STAIR SECTION - 4
_KEYNOTE LEGEND TEMF
VALUE TEXT
1 1 HR CLG ASSEMBLY - UL NO. U496
2 EXTERIOR LIGHT FIXTURE, (TYP.) - SEE
ELEC.
3 MTL RAIL/BARRIER
SECOND FLOOR
116' - 4"
T.O. HIGH
PRECAST
138' - 2"
G
CEILING
125' - 4"
LANDING
108' - 2"
F.5
CONCEALED SPACE
(T
YP
3'
6"
STAIR 2-1
STAIR 2-2
109A
*KEYNOTE NUMBERING ON THIS SHEET IS APPLICABLE TO
THIS SHEET ONLY, CHECK KEYNOTE LEGEND FOR EVERY SHEET,
AS KEYNOTE NUMBERS DIFFER FOR EACH SHEET.
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IG
N
ED
B
Y:
SU
B M
IT
TE
D B
Y:
SI
ZE
C H
E C
KE
D B
Y:
AN
S I
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E :
C O
N
TR
AC
T
N O
SO
L I
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
A-405
EN
LA
R G
ED
S
TA
IR
S
EC
T I O
N S
FO
R
T C
AR
SO
N , C
O
LO
R
AD
O
TA
C T I
C
AL
E Q
U
IP
M
EN
T M
AI
N
TE
N
AN
C
E
FA
C
IL
IT
IE
S N
O R
T H B
U
IL
D
IN
G O
M A H
A D
IS
T R
IC
T
C
AP
IT
O
L
AV
E O
M A H
A, N
E 6 8
A.
P
AR
KE
R
A.
P
AR
KE
R
B.
G
O R
U P
/2
5/
W
F-
-R
-0
F2
-4 0-
A.
P
AR
KE
R
M
AR
K D
ES
C
R I P
TI
O
N D
AT
E
AM
G
EN
ER
AL
R
EV
IS
IO
N
S
/1 0/
3/8" = 1'-0"A-405
1 ENLARGED STAIR SECTION - 6
_KEYNOTE LEGEND TEMF
VALUE TEXT
1 MTL RAIL/BARRIER
2 PAINTED STAIR STRINGER
9 9.4
H
E100
A-407
A-407
8" 9'
2"
1'
4"
C
LE
AR
9'
1' - 4" 8' - 1 1/4"
9 9.4
D
H
E200
A-407
A-407
NOTE:
GENERAL CONTRACTOR MUST COORDINATE
WORK BY SUBCONTRCOTORS AND TRADES.
THE ACTURAL DIMENSIONS MUST BE OBTAINED
FROM ELEVATOR MANUFACTURER TO
CONFIRM DIMENSIONS FOR ELEVATOR
HOISTWAY AND DOOR OPENING.
FIRST FLOOR
100' - 0"
SECOND FLOOR
116' - 4"
T.O. HIGH
PRECAST
138' - 2"
D H
A-408
A-408
A-408
ELEVATOR CAB - 1
E100
ELEVATOR CAB - 2
E200
9 FIRST FLOOR
100' - 0"
SECOND FLOOR
116' - 4"
T.O. HIGH
PRECAST
138' - 2"
9 9.4
A-408
A-408
A-408
2'
0" 7'
0"
7'
4" 2'
0"
7'
0"
ELEVATOR CAB - 1
E100
ELEVATOR CAB - 2
E200
GENERAL NOTES:
1.SEE A-410 FOR WALL TYPE DETAILS
2.ROUGH OPENINGS FOR DOORS AND DOOR FRAMES SHALL
BE LOCATED 4" AWAY FROM ADJACENT PERPENDICULAR WALLS
UNLESS INDICATED OTHERWISE.
3.ALL CHANGES IN FLOOR MATERIALS IN DOOR OPEINGS SHALL
OCCUR AT THE CENTER LINE OF THE DOOR PANEL IN THE CLOSED
POSITION UNLESS INDICATED OTHERWISE.
4.DIMENSIONS ARE TO CENTER LINE OF COLUMNS, FACE OF STEEL
STUDS AND FACE OF PRECAST WALLS.
5.ROOM FINISH SCHEDULES MAY BE FOUND ON A-600 AND A-601 SHEETS
6.DOOR SCHEDULES MAY BE FOUND ON A-610 SHEET.
7.WINDOW SCHEDULES MAY BE FOUND ON A-620 SHEET.
8.SEE FIRE PROTECTION SHEETS FOR LOCATIONS OF FIRE
AND SMOKE RATED WALLS AND PARTITIONS.
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B
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B M
IT
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D B
Y:
SI
ZE
C H
E C
KE
D B
Y:
AN
S I
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E :
C O
N
TR
AC
T
N O
SO
L I
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
A-407
EN
LA
R G
ED
E
LE
VA
TO
R
P
LA
N S
FO
R
T C
AR
SO
N , C
O
LO
R
AD
O
TA
C T I
C
AL
E Q
U
IP
M
EN
T M
AI
N
TE
N
AN
C
E
FA
C
IL
IT
IE
S N
O R
T H B
U
IL
D
IN
G O
M A H
A D
IS
T R
IC
T
C
AP
IT
O
L
AV
E O
M A H
A, N
E 6 8
A.
P
AR
KE
R
A.
P
AR
KE
R
B.
G
O R
U P
/2
5/
W
F-
-R
-0
F2
-4 0-
A.
P
AR
KE
R
M
AR
K D
ES
C
R I P
TI
O
N D
AT
E
AM
G
EN
ER
AL
R
EV
IS
IO
N
S
/1 0/
1/4" = 1'-0"A-407
1 ENLARGED ELEVATOR PLAN - 1ST FLOOR
1/4" = 1'-0"A-407
2 ENLARGED ELEVATOR PLAN - 2ND FLOOR
3/8" = 1'-0"A-407
3 ELEVATOR SECTION
3/8" = 1'-0"A-407
4 ELEVATOR SECTION
_KEYNOTE LEGEND TEMF
VALUE TEXT
1 PREFINISHED MTL. COPING, (TYP.) - COLOR: FS10059
2 PVC ROOFING, (TYP.) - COLOR: FS27925
3 ELEV. HOIST, EQUIP., FRAME, & GUIDE BY OTHERS, SEE SPECS.
4 CONT. FIRESTOP MATERIAL, (TYP.)
5 INSUL. PRECAST CONC, (TYP.) - COLOR: FS10076
6 INSUL. PRECAST CONC, (TYP.) - COLOR: FS10260
7 SUSPENDED ATC CEILING SYSTEM
8 LIGHT FIXTURE
9 WATERPROOFING SYSTEM
ELEVATOR DOOR JAMB
5/8" GYPSUM WALLBOARD
ELEVATOR DOOR
8" CIP CONC. WALL
SEE STRUCT.
ELEVATOR CAR
7/8" METAL
FURRING (UNO),
TYP.
CONT. P.T. FURRING
(UNO)
AS REQ'D, TYP.
FLOOR FINISH, SEE
FINISH SCHED.
ELEVATOR DOOR
ELEVATOR DOOR
THRESHOLD GUIDE PLATE
SILL ANGLE,
SEE STRUCT.
FOUNDATION WALL,
SEE STRUCT.
STRUCT. SLAB,
SEE STRUCT.
POURABLE SEALER,
FINISH FLUSH W/ SLAB
1/2" PMJ MAT'L.
ELEVATOR CAR
CONT. CLOSURE
ANGLE, TYP.
ELEVATOR DOOR JAMB
1 2
FIRE
CALL
COMM CONNECTION
DOOR CLOSEDOOR OPEN
MAIN ENTRY FLOOR
FIRE
SERVICE
A.
F.
F.
" M
IN
BUTTON DIA.
3/4" MIN.
H
IE
G H
T 5/
8" N
U M
ER
AL
BRAILLE LABEL, TYP.
EMERGENCY ALARM
ALARM
DOOR
OPEN
DOOR
CLOSE
1 2
SERVICE
FIRE
CALL
PUSH
STOP
PULL
RUN
ELEVATOR
DOOR
HEAD & JAMB
5/8" GYPSUM
WALLBOARD
ELEVATOR DOOR
8" CIP CONC. WALL
SEE STRUCT.
ELEVATOR CAR
7/8" METAL
FURRING (UNO),
TYP.
DOOR GUIDE PER
MFR, TYP.
CONT. P.T. FURRING
(UNO)
AS REQ'D, TYP.
0'-9 1/2"
5'
0" 4'
0"
5"
EQ
U
AL
S
PA
C
ES
'-0
7"
1' - 10" 4"
1/2" x 2 1/2" FLAT BAR
SIDE RAILS, TYP.
1ST FLOOR
ELEVATOR PIT
3/4" DIA. STEEL BAR
RUNGS, TYP.
1/4" X 7" x 3" WALL
BRACKET, WELD TO
SIDE RAILS, TYP.
6" 3'
3'
6"
7"
R 1 1/4"
7"
1' - 10" 4"
LADDER - PLAN
LADDER - ELEVATIONLADDER - SIDE VIEW
STRUCTURE
STRUCTURE
STRUCTUREUSE 1/2" DIA. x 3"
EXP. ANCHOR BOLTS
W/ 3" MIN. IMBED.
1 1/2" 1' - 10" 1 1/2"
1/
4"
8 1/4"
3/4" DIA. STEEL BAR
RUNGS, TYP.
HALL LANTERN (VISUAL
ELEMENTS SHALL BE 2 1/2"
MIN. IN THE SMALLEST DIM.)
FLOOR DESIGNATION
BOTH JAMBS, TYP.
(CHARACTERS SHALL BE
2" MIN. IN THE SMALLEST DIMENSION.)
HALL PUSH BUTTON
STATION BUTTONS SHALL
BE 3/4" MIN. IN THE SMALLEST
DIMENSION.
3' -6
5' -0
" 6' -0
" M
IN
C.L.
C.L.
C.L.
1'-0"
8"
1/2
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IG
N
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B
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SU
B M
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D B
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SI
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C H
E C
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D B
Y:
AN
S I
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E :
C O
N
TR
AC
T
N O
SO
L I
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
A-408
EN
LA
R G
ED
E
LE
VA
T O R
D
ET
AI
L S
FO
R
T C
AR
SO
N , C
O
LO
R
AD
O
TA
C T I
C
AL
E Q
U
IP
M
EN
T M
AI
N
TE
N
AN
C
E
FA
C
IL
IT
IE
S N
O R
T H B
U
IL
D
IN
G O
M A H
A D
IS
T R
IC
T
C
AP
IT
O
L
AV
E O
M A H
A, N
E 6 8
A.
P
AR
KE
R
A.
P
AR
KE
R
B.
G
O R
U P
/2
5/
W
F-
-R
-0
F2
-4 0-
A.
P
AR
KE
R
M
AR
K D
ES
C
R I P
TI
O
N D
AT
E
AM
G
EN
ER
AL
R
EV
IS
IO
N
S
/1 0/
1 1/2" = 1'-0"A-408
1 ELEVATOR JAMB
1 1/2" = 1'-0"A-408
2 ELEVATOR THRESHOLD
3" = 1'-0"A-408
3 ELEVATOR CONTROL PANEL
1 1/2" = 1'-0"A-408
4 ELEVATOR HEAD
3/4" = 1'-0"A-408
5 ELEVATOR PIT LADDER DETAIL
3/4" = 1'-0"A-408
6 ELEVATOR ENTRY AND MOUNTING HEIGHTS
0 1' 2' 3'
1' 2'0 6"
0 3" 6" 9" 12"
8 9 9.4
E
A-409 23
105A 104
105B106
MEN
WOMEN
JAN.
A-4094 7
A-409
11 9
GB-2
SCD
ACH
TTD
SD
SCR/SC
(TYP.)
SH
(TYP.)
SL
SL
SL
SL
SL
SL
SL
SL
SL
SLA
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL
SL SL SL SL SL
SL SL SL SL SL SL SL SL SL SL SL SL SL
SLSLSLSLSLSLSLSLSLSLSLSLSL
SL SL SL SL SL SL SL SL SL SL SL SL SL
SL SL SL SL SL SL SL SL SL SL SL SL SL
SL SL SL SL SL SL SL SL SL SL SL SL SL
SLSLSLSLSLSLSLSLSLSLSLSLSL
SL SL SL SL
SL
SL
SL
SL
SL
SLA
SL
SL
SL
SL
SL
PTDWR EHD PTDWREHD
LB
LB LB
LB LB
LB
LBA
URS
URS
URS
SD
SD
SD
TTD
TTD
TTDGB-1
CH
CH
CH
SCD
SCD
SCD
5'
2" 3'
1"
3'
1" 3'
1"
2'
9" 2'
7"
2'
7" 3'
1/ 2"
7'
5"
GB-2
SCD
ACHTTD GB-1
SCD
TTD
CH
CH
(TYP.)
SCR/SC
(TYP.)
SH
(TYP.)
CH
(TYP.)
3'
6"
1' - 8"
6' - 0" (TYP.)
2'
1/ 4"
1'
2'
8" 3'
0"
3/
4"
3'
0" 1'
3/ 4"
2'
1/
4" 3'
0"
2'
1/
2"
5' - 6" 3' - 5 1/4" 3' - 4 1/4" 3' - 4 1/4" 3' - 4 1/4" 3' - 3 3/4" 1' - 6 1/4" 3' - 7 1/2" 5' - 11 1/4" 5' - 4 1/2" 5' - 1" 3' - 5 1/4" 3' - 4 1/4"
3'
3/
4"
5'
2" 3'
1"
3'
1/
4" 3'
1/ 2"
6'
0"
3'
1/
4" 3'
1/ 4"
3'
1/
4" 3'
1/ 4"
LB
12B
4C
4C
4B
2C
4B
4B 4B 4B
4B
4B 4B
4B 4B
4B
4B
4B
4B 4B
4B
11 11B
D.6
D.3
ADA/
ABA
LB
A
3'
6"
1' - 8"
ADA/
ABA
3SLA
SLA
SLA
SLA
5' - 0"
GB-3
FSS
GB-3
FSS
SND
SND
MH
6'
0" 3'
0"
18" X 36" PORCELAIN TILE - PT1
EHD
URS
6'
0" 3'
0"
MG
SD
18" X 36" PORCELAIN TILE - PT2 18" X 36" PORCELAIN TILE - PT1
6'
0" 3'
0"
MG
SD
18" X 36" PORCELAIN TILE - PT2
EHD
TP TP
18" X 36" PORCELAIN TILE - PT1
9'
0"
18" X 36" PORCELAIN TILE - PT1
TP
SD
MG
SL
3'
0" 6'
0"
EHD PTDWR
SD
MG
18 X 36" PORCELAIN TILE -PT1
SCR/SC
SL
3'
0" 6'
0"
18" X 36" PORCELAIN TILE - PT1
SL
6'
0" 3'
0"
18" X 36" PORCELAIN TILE - PT1
SL
TP
LB
9'
0"
SL SL SL SL SL SL SL TPTP
18" X 36" PORCELAIN TILE - PT1
9'
0"
EHD
PTDWR
TTD
18" X 36" PORCELAIN TILE - PT1
SD
MG
SL
SL (TYP.)
SH
9'
0"
SL (TYP.)
SL
ENLARGED PLAN NOTES:
1.SEE A-320 FOR WALL TYPE DETAILS
2. ROUGH OPENINGS FOR DOORS AND DOOR FRAMES SHALL BE
LOCATED 4" AWAY FROM ADJACENT PERPENDICULAR WALLS UNLESS
INDICATED OTHERWISE.
3. ALL CHANGES IN FLOOR MATERIALS IN DOOR OPENINGS SHALL
OCCUR AT THE CENTER LINE OF THE DOOR PANEL IN THE CLOSED
POSITION UNLESS NOTED OTHERWISE.
4. DIMENSIONS ARE TO CENTER LINE OF COLUMNS, FACE OF STEEL
STUDS AND FACE OF PRECAST WALLS.
5. ROOM FINISH SCHEDULES MAY BE FOUND ON SHEET A-601.
6. DOOR SCHEDULES MAY BE FOUND ON SHEET A-603.
7. SEE FIRE PROTECTION SHEETS FOR LOCATIONS OF FIRE AND SMOKE
RATED WALLS AND PARTITIONS.
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
A W N
B Y:
D
ES
IG
N
ED
B
Y:
SU
B M
IT
TE
D B
Y:
SI
ZE
C H
E C
KE
D B
Y:
AN
S I
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E :
C O
N
TR
AC
T
N O
SO
L I
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
A-409
EN
LA
R G
ED
T
O
IL
E T P
LA
N
E
L E
LA
V T
IO
N S
FO
R
T C
AR
SO
N , C
O
LO
R
AD
O
TA
C T I
C
AL
E Q
U
IP
M
EN
T M
AI
N
TE
N
AN
C
E
FA
C
IL
IT
IE
S N
O R
T H B
U
IL
D
IN
G O
M A H
A D
IS
T R
IC
T
C
AP
IT
O
L
AV
E O
M A H
A, N
E 6 8
A.
P
AR
KE
R
A.
P
AR
KE
R
B.
G
O R
U P
/2
5/
W
F-
-R
-0
F2
-4 0-
A.
P
AR
KE
R
1/4" = 1'-0"A-409
1 ENLARGED TOILET PLAN - 1ST FLOOR
8'0 4' 16'
PLAN NORTH
1/4" = 1'-0"A-409
2 ELEVATION - TOILET ROOM 105
1/4" = 1'-0"A-409
3 ELEVATION - TOILET ROOM 105
1/4" = 1'-0"A-409
4 ELEVATION - TOILET ROOM 104
1/4" = 1'-0"A-409
5 ELEVATION - TOILET ROOM 104
1/4" = 1'-0"A-409
6 ELEVATION - TOILET ROOM 104
1/4" = 1'-0"A-409
7 ELEVATION - TOILET ROOM 104
1/4" = 1'-0"A-409
8 ELEVATION - TOILET ROOM 105
1/4" = 1'-0"A-409
9 ELEVATION - TOILET ROOM 105
1/4" = 1'-0"A-409
10 ELEVATION - TOILET ROOM 105
1/4" = 1'-0"A-409
11 ELEVATION - TOILET ROOM 105
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AM
G
EN
ER
AL
R
EV
IS
IO
N
S
/1 9/
AM
G
EN
ER
AL
R
EV
IS
IO
N
S
/0 3/
AM
G
EN
ER
AL
R
EV
IS
IO
N
S
/1 0/
10 11
A-410
A-410
WOMEN
MEN
JAN.
PTDWR EHD
SD
TTD
SCD
TTD
SCD
TTD
SCD
GB-1
GB-2
PTDWR
EHD
SD
URS TTD
SCD
TTD
SCD
GB-1
GB-2
ACH
CHCH
ACHCH
5' - 1 1/4"3' - 1"2' - 7"1' - 9 1/2" 9' - 5 1/4" 2' - 6" 5' - 10 1/2"5' - 10" 4' - 11"
3'
3/
4" 5'
5"
1'
4" 5'
1"
3'
3/
4"
6'
1/
4" 6'
3/ 4"
6'
1/
2" 10' - 9"
10' - 9" 6' - 8" 2' - 6" 5' - 5 1/2" 3' - 0" 3' - 1" 5' - 1 1/4"
4C
4C
4B
4B
4B
4B
4B
SD
SD
SD
SD
2 TTD
SCD
D.6
D.3
10.5
SND SND7
MH7
TOILET ACCESSORY LEGEND:
(GR-1) GRAB BAR 42" LONG
(GR-2) GRAB BAR 36" LONG
(GR-3) ABA SHOWER GRAB BAR
(GR-4) GRAB BAR 18" LONG VERTICAL
(SD) SOAP DISPENSER
(TP) TOILET PARTITION
(URS) URINAL SCREEN
(B) BENCH
(CH) COAT HOOK
(ACH) ACCESSIBLE COAT HOOK
(SCD) SEAT COVER DISPENSER
3'
0" 6'
0"
18" X 36" PORCELAIN TILE - PT1
3'
0" 6'
0"
18" X 36" PORCELAIN TILE - PT1
TP
18" X 36 PORCELAIN TILE - PT1
6'
0" 3'
0"
EHD
PTDWR
MG
SD
URS
TP TP
18" X 36" PORCELAIN TILE - PT2
3'
0" 6'
0"
18" X 36" PORCELAIN TILE - PT1
6'
0" 3'
0"
TPURS
18" X 36" PORCELAIN TILE - PT1
18" X 36 PORCELAIN TILE - PT1
6'
0" 3'
0"
18" X 36" PORCELAIN TILE - PT1
3'
0" 6'
0"
MG
SD
18" X 36" PORCELAIN TILE - PT1
5'
3'
1"
EHD PTDWR
18" X 36" PORCELAIN TILE - PT2
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
A W N
B Y:
D
ES
IG
N
ED
B
Y:
SU
B M
IT
TE
D B
Y:
SI
ZE
C H
E C
KE
D B
Y:
AN
S I
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E :
C O
N
TR
AC
T
N O
SO
L I
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
A-410
EN
LA
R G
ED
T
O
IL
E T P
LA
N
E
LE
VA
T I O
N S
FO
R
T C
AR
SO
N , C
O
LO
R
AD
O
TA
C T I
C
AL
E Q
U
IP
M
EN
T M
AI
N
TE
N
AN
C
E
FA
C
IL
IT
IE
S N
O R
T H B
U
IL
D
IN
G O
M A H
A D
IS
T R
IC
T
C
AP
IT
O
L
AV
E O
M A H
A, N
E 6 8
A.
P
AR
KE
R
A.
P
AR
KE
R
B.
G
O R
U P
/2
5/
W
F-
-R
-0
F2
-4 0-
A.
P
AR
KE
R
1/4" = 1'-0"A-410
1 ENLARGED TOILET PLAN - 2ND FLOOR
ENLARGED PLAN NOTES:
1.SEE A-XXX FOR WALL TYPE DETAILS
2. ROUGH OPENINGS FOR DOORS AND DOOR FRAMES SHALL BE LOCATED 4" AWAY
FROM ADJACENT PERPENDICULAR WALLS UNLESS INDICATED OTHERWISE.
3. ALL CHANGES IN FLOOR MATERIALS IN DOOR OPENINGS SHALL OCCUR AT THE
CENTER LINE OF THE DOOR PANEL IN THE CLOSED POSITION UNLESS NOTED
OTHERWISE.
4. DIMENSIONS ARE TO CENTER LINE OF COLUMNS, FACE OF STEEL STUDS AND
FACE OF PRECAST WALLS.
5. ROOM FINISH SCHEDULES MAY BE FOUND ON A-600 & A-601 SHEETS.
6. DOOR SCHEDULES MAY BE FOUND ON A-610 & A-611 SHEETS.
7. WINDOW SCHEDULES MAY BE FOUND ON A-620 SHEETS.
8. SEE FIRE PROTECTION SHEETS FOR LOCATIONS OF FIRE AND SMOKE RATED
WALLS AND PARTITIONS.
1/4" = 1'-0"A-410
3 ELEVATION - TOILET ROOM 214
1/4" = 1'-0"A-410
4 ELEVATION - TOILET ROOM 214
1/4" = 1'-0"A-410
5 ELEVATION - TOILET ROOM 214
1/4" = 1'-0"A-410
6 ELEVATION - TOILET ROOM 216
1/4" = 1'-0"A-410
7 ELEVATION - TOILET ROOM 216
1/4" = 1'-0"A-410
8 ELEVATION - TOILET ROOM 216
1/4" = 1'-0"A-410
9 ELEVATION - TOILET ROOM 216
PLAN NORTH0 10' 20' 40'
1/4" = 1'-0"A-410
2 ELEVATION - TOILET ROOM 214
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AM
G
EN
ER
AL
R
EV
IS
IO
N
S
/0 3/
AM
G
EN
ER
AL
R
EV
IS
IO
N
S
/1 0/
TOP OF GUARD - TYP
4'-0" AFF
1'
5" 2'
1' - 6"
SE
AT
1'
5" 2'
3"
TOILET TISSUE
DISPENSER
(TTD)
GRAB BAR -
SHOWER
HORIZONTAL
(GB3)
FOLDING
SHOWER SEAT
(FSS)
SANITARY
NAPKIN
DISPOSER
(SND)
ELECTRIC WATER
COOLER W/
BOTTLE FILLER
(EWC)
ELECTRIC
HAND
DRYER(EHD)
SHOWER
CURTAIN ROD
W/ SHOWER
CURTAIN
(SCR/SC)
TOILET ACCESSORIES LEGEND
O R
FI
C
E
3'
6"
O R
FI
C
E
3'
0"
TO
B
U
TT
O N
3'
2"
MOP AND
BROOM
HOLDER W/
SHELF (MH)
6'
0"
BUILDING ACCESSORIES LEGEND
FIRE EXTINGUISHER
CABINET (FEC)
FIRE EXTINGUISHER
BRACKET (FEB)
6" 5'
TACK BOARD (TB) BUILDING
DIRECTORY(BD)
MIRROR, GLASS
(MG)
ACCESSIBLE
LOCKER
BENCH(LBA)
STANDARD
LOCKER
BENCH(LB)
1' - 8"
1'
6"
1'
6"
1' - 0"
7'
0" (T
YP
/2 " M
AX
TO
H
AN
D
LE
4'
0" M
AX
3'
6"
ACCESSIBLE
SINGLE-TIER
LOCKER
(SLA)
4'
0"
MTL. FRAME
BOTTLE FILLER
APPARATUS
CAM-TYPE MOP HOLDER
TOWEL HOOK
FINISHED FLOOR
FINISHED FLOOR
PROVIDE ABA
ACCESSIBLE
BASE WHERE
SHOWN ON PLANS
SEE A-XXX FOR DETAILS
(MOUNTING HEIGHT(S) FOR HFEC-1
AND HFEC-2 ARE SIMILAR)
3'
0" 3'
4"
STAINLESS STEEL
GUARDRAIL W/ 2"
MIN LEGS
TERMINATE GUARD
AT TOP OF BASE AS
SCHEDULED
TERMINATE GUARD
AT BOTTOM METAL
TRIM
CORNER GUARD
(CG)
WALL AS
SCHEDULED
2'
TYP.
2' - 0"
COUNTER,
WHERE OCCURS
1' -5
" M
AX
, A C
C
ES
SI
BL
E O
N
LY
URINAL
(URN)
PAPER TOWEL
DISPENSER W/
WASTE
RECEPTACLE
(PTDWR)
3'
6"
3'
0"
T.
O
. G R
AB
B
AR
-3
6" T
YP
MIN.
3' - 0"
MIN.
3' - 6"
MAX.
1' - 0"
GRAB BAR -
SIDE WALL
(GB1)
GRAB BAR -
REAR WALL
(GB2)
MIN.
4' - 6"
MIN.
1' - 0"
MIN.
2' - 0"
WALL
17"-19"7"-9"TTD
SH
SH
5' -0
3'
2"
SOAP
HOLDER
(SH)
ABA
SHOWERS
NON-ABA
SHOWERS
HANDICAPPED ACCESSIBLE HEIGHT NOTES:
MAX FORWARD REACH = 48"
MAX SIDE REACH = 54"
SEE PLUMBING…
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