W912QR24R0052_Corr_Final_Plans-0000.pdf
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- Solicitation number
- W912QR24R0052
About this file
This document is a set of corrected final plans and drawings for the Design-Build Construction of a Network Enterprise Center (NEC) facility at Fort Hunter Liggett, CA. The solicitation number is W912QR24R0052 and the federal agency involved is the Department of the Army Corps of Engineers Engineering District Louisville.
The key details include:
- The NEC facility will be approximately 18,500 SF and include office, support, and storage spaces.
- Major building components include an overall floor plan, enlarged plans for specific areas, reflected ceiling plans, building elevations and sections, door/window schedules, and partition types.
- Site plans show demolition of existing buildings, site layout with parking, utilities, and landscaping.
- Furniture and finish plans are provided for interior spaces.
- The anticipated award date is June 2024 with completion in 2026.
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DRAWING INDEX
G-001 COVER SHEET
G-201 LOCATION AND VICINITY MAP
V-101 EXISTING CONDITIONS
CD101 DEMOLITION PLAN
CS101 SITE PLAN
CU101 UTILITY PLAN
A-110 OVERALL FLOOR PLAN
A-111 ENLARGED PLAN - AREA A
A-112 ENLARGED PLAN - AREA B
A-115 REFLECTED CEILING PLAN
A-116 REFLECTED CEILING PLAN - AREA A
A-117 REFLECTED CEILING PLAN - AREA B
A-120 ROOF PLAN
A-201 BUILDING ELEVATIONS
A-301 BUILDING SECTIONS
A-302 BUILDING SECTIONS
A-303 WALL SECTIONS
A-304 SITE ELEMENTS
A-601 DOOR SCHEDULE
A-602 TYPICAL DOOR DETAILS
A-603 WINDOW TYPES
A-605 PARTITION TYPES
I-100 OVERALL FINISH FLOOR PLAN
IF101 OVERALL FURNITURE PLAN
IF102 ENLARGED FURNITURE PLAN - AREA A
IF103 ENLARGED FURNITURE PLAN - AREA B
IF600 ROOM FINISH SCHEDULE
GENERAL
CIVIL
ARCHITECTURAL
INTERIORS
FORT HUNTER LIGGETT, CALIFORNIA
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US Army Corps of Engineers ®
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
PROJECT NO: 97212AR
P2: 509312
FOR OFFICIAL USE ONLY
7/ 1/
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G-001
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06/14/2024
FORT HUNTER LIGGETT, CA
NEC INFORMATION SYSTEMS BLDG
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XX July 2024
W912QR24R0052
Oakland
CALIFORNIA
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Long Beach
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MEXICO
OREGON
ARIZONA
San Diego
Bakersfield
Sacramento
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Fort Hunter Liggett
King City
WunpostLockwood
San Ardo
Bryson
Bee Rock
Hunter-Liggett
Jolon
G18
G14
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5mi 5km0198
101Pleyto
CANTONMENT
(Public Road)
G18 (Public Road)
SITE
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To King City
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R oute Tam pa
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AFTER PASSING TROUGH THE MAIN GATE, PROCEED STRAIGHT ON
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NORTH INFANTRY ROAD. TURN LEFT ON NORTH INFANTRY ROAD.
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AutoCAD SHX Text Salinas
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NEC
BLDG 197
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INV 1054.30 6" W
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INV 1049.69 6" N
INV 1049.56 6" E
INV 1049.51 6" S
INV 1049.54 6" W
SSMH
RIM 1060.16
INV 1056.09 6" N
INV 1056.00 6" S
SSMH
RIM 1083.22
INV 1078.95 6" NE
INV 1078.87 6" SW
SSMH
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INV 1051.74 6" N
INV 1051.71 6" E
INV 1051.65 6" W
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GENERAL SHEET NOTES
1. FIELD SURVEY PREFORMED APRIL 2024 BY:
SIEGFRIED
100 SYCAMORE AVE
SUITE 100
MODESTO, CA 95354
(209) 762-3580
2. HORIZONTAL CONTROL BASED ON CALIFORNIA STATE PLANE
COORDINATE SYSTEM ZONE 4 NAD 83.
3. VERTICAL ELEVATIONS BASED ON NAVD 88.
4. UTILITIES SHOWN ARE A RESULT OF INFORMATION
GATHERED FROM THE FIELD SURVEY AND INFORMATION
PROVIDED BY FORT HUNTER LIGGETT DIRECTORATE OF
PUBLIC WORKS (DPW).
5. THE LOCATION OF UNDERGROUND UTILITIES SHALL BE FIELD
VERIFIED PRIOR TO ANY CONSTRUCTION ACTIVITIES.
40' 20' 0 40' 80' 120'
GRAPHIC SCALE: 1" = 40'
FULL SIZE SHEET 22"x34"
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WS
NEC
BLDG 197
NEC
WAREHOUSE
LAY
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STAGING
AREA
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COMM COMM COMM COMM COMM COMM COMM COMM COMM
COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM
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INV 1049.69 6" N
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1. REMOVE EXISTING NEC BUILDING 197, FOUNDATIONS AND
HARDSTAND WITHIN THE 5 FOOT LINE OF DEMARCATION.
BACKFILL TO GRADE AND PROVIDE SEEDING/SOD. EXISTING
VAULT (APPROX. 8'x8'x25') SHALL BE BACKFILLED AND LEFT IN
PLACE. CUT AND CAP ALL UTILITIES SERVING BUILDING.
2. REMOVE EXISTING WAREHOUSE, FOUNDATIONS AND
HARDSTAND WITHIN THE 5 FOOT LINE OF DEMARCATION.
BACKFILL TO GRADE AND PROVIDE SEEDING/SOD. CUT AND
CAP ALL UTILITIES SERVING BUILDING.
3. REMOVE EXISTING TREE AND STUMP. GRADE TO MATCH
EXISTING ADJACENT GROUND ELEVATION AND PROVIDE
SEEDING/SOD. CONTRACTOR TO PROVIDE AND COORDINATE
TREE REPLACEMENT WITH FHL DPW AT A 3:1 RATIO.
4. REMOVE EXISTING WATER LINE.
5. REMOVE SANITARY SEWER LINE.
6. REMOVE EXISTING SANITARY SEWER MANHOLE.
7. REMOVE EXISTING OVERHEAD POWER LINES, POLES AND
GUYS.
8. REMOVE EXISTING UNKNOWN UTILITY LINE.
9. REMOVE EXISTING CONCRETE PAD.
10. REMOVE BITUMINOUS PAVEMENT.
11. OPTION: REMOVE EXISTING CHAIN LINK SECURITY FENCE,
GATES AND FOUNDATIONS. BACKFILL TO GRADE AND
PROVIDE SEEDING/SOD.
12. OPTION: REMOVE EXISTING PROPANE TANK AND CONCRETE
PAD. BACKFILL TO GRADE AND PROVIDE SEEDING/SOD.
13. PROVIDE CONTRACTOR STAGING AND LAY DOWN AREA.
14. COMMUNICATION MANHOLE SHALL BE PROTECTED AND NOT
DISTURBED DURING DEMOLITION ACTIVITIES.
SHEET KEYNOTES
40' 20' 0 40' 80' 120'
GRAPHIC SCALE: 1" = 40'
FULL SIZE SHEET 22"x34"
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GENERAL SHEET NOTES
1. THE CONTRACTOR SHALL PROTECT ALL EXISTING
STRUCTURES, UTILITIES, AND PAVEMENT NOT CALLED OUT
TO BE REMOVED. ANY DAMAGE SHALL BE REPAIRED TO
CONDITION PRIOR TO CONSTRUCTION AT NO ADDITIONAL
COST TO THE GOVERNMENT.
2. THE LOCATION OF UNDERGROUND UTILITIES SHALL BE FIELD
VERIFIED PRIOR TO ANY CONSTRUCTION ACTIVITIES.
3. THE CONTRACTOR SHALL INSTALL ALL EROSION CONTROL
MEASURES PRIOR TO GROUND DISTURBANCE.
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D R
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VEGETATED
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PROPOSED MAIN
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ROCK
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1. CONCRETE SMOKE BREAK PAD.
2. CONCRETE EXTERIOR MECHNICAL YARD.
3. CONCRETE PAD FOR PROPANE TANK. 240 SF
4. CONCRETE GENERATOR PAD.
5. CONCRETE 5'x5' COMM ANTENNA PAD.
6. CONCRETE TRANSFORMER PAD. 35 SF
7. SPLICE VAULT WITH EXTERIOR LOCKABLE ACCESS HATCH
(BELOW GRADE).
8. PULVERIZER FACILITY PAD (EXTERIOR ACCESS ONLY) 216 SF
9. 55x50 EXTERIOR BUILDING FOOTPRINT
10. 9' TALL x 205' LONG CMU SCREEN WALL WITH GATES
11. 28" DEPRESSED CONCRETE LOADING DOCK
12. BUILDING ENTRANCE
13. CONC SIDEWALK
14. GSA CONC PARKING LOT
15. GENERAL ASPHALT PARKING LOT
16. SMOOTH GRAVEL AREAS
17. VEGETATED DRAINAGE AREA
18. 9' TALL x 42' LONG CMU SCREEN WALL W/ GATES DUMPSTER
ENCLOSURE
19. ANGLE IRON EDGING ON CONCRETE PAVEMENT.
20. CONCRETE FORKLIFT RAMP WITH 8" TALL CURB.
21. CONCRETE STAIRS WITH RAILING.
22. RETAINING WALL WITH RAILING.
23. CONCRETE WHEELCHAIR RAMP.
24. DECORATIVE BOLLARDS CONNECTED WITH CHAINS.
25. CONCRETE CONDENSING UNIT PAD.
SHEET KEYNOTES
20' 10' 0 20' 40' 60'
GRAPHIC SCALE: 1" = 20'
FULL SIZE SHEET 22"x34"
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13 15
GENERAL SHEET NOTES
1. THE CONTRACTOR SHALL PROTECT ALL EXISTING
STRUCTURES, UTILITIES, AND PAVEMENT NOT CALLED OUT
TO BE REMOVED. ANY DAMAGE SHALL BE REPAIRED TO
CONDITION PRIOR TO CONSTRUCTION AT NO ADDITIONAL
COST TO THE GOVERNMENT.
2. THE LOCATION OF UNDERGROUND UTILITIES SHALL BE FIELD
VERIFIED PRIOR TO ANY CONSTRUCTION ACTIVITIES.
3. THE CONTRACTOR SHALL INSTALL ALL EROSION CONTROL
MEASURES PRIOR TO GROUND DISTURBANCE.
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INV 1049.76 8" W
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SSMH
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INV 1053.90 4" N
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INV 1052.38 6" NE
INV 1052.22 8" S
INV 1052.27 6" W
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INV 1054.38 6" N
INV 1054.42 6" S
INV 1054.30 6" W
SSMH
RIM 1060.16
INV 1056.09 6" N
INV 1056.00 6" S
SSMH
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INV 1078.95 6" NE
INV 1078.87 6" SW
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COMMUNICATION
VAULT
40' 20' 0 40' 80' 120'
GRAPHIC SCALE: 1" = 40'
FULL SIZE SHEET 22"x34"
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1. SANITARY SEWER MANHOLE.
2. 6" SANITARY SEWER LINE.
3. 2" DOMESTIC WATER LINE.
4. 6" FIRE WATER LINE.
5. FIRE HYDRANT.
6. 8" WATER LINE. CONNECT TO EXISTING WATER LINE.
7. WALL MOUNTED FDC.
8. 8 - 4" COMMUNICATION DUCTBANK FROM MANHOLE TO
VAULT.
9. 8 - 4" COMMUNICATION DUCTBANK.
10. ELECTRICAL DUCTBANK.
11. ELECTRICAL MANHOLE.
SHEET KEYNOTES
3 4
GENERAL SHEET NOTES
1. THE CONTRACTOR SHALL PROTECT ALL EXISTING
STRUCTURES, UTILITIES, AND PAVEMENT NOT CALLED OUT
TO BE REMOVED. ANY DAMAGE SHALL BE REPAIRED TO
CONDITION PRIOR TO CONSTRUCTION AT NO ADDITIONAL
COST TO THE GOVERNMENT.
2. THE LOCATION OF UNDERGROUND UTILITIES SHALL BE FIELD
VERIFIED PRIOR TO ANY CONSTRUCTION ACTIVITIES.
3. THE CONTRACTOR SHALL INSTALL ALL EROSION CONTROL
MEASURES PRIOR TO GROUND DISTURBANCE.
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A-201 L1
A-201 H1
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J1 A-302
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A B C D E F G H I J
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3B
123C
10' - 10 7/8" 25' - 3" 28' - 9" 25' - 7" 17' - 3" 33' - 7 3/8" 32' - 0 3/4" 21' - 0" 18' - 3 1/2"
213' - 4"
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118 143
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126 127
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140 141 142
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CABLE VAULT
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SCHEDULE - ROOMS
Number Name Area
101 VESTIBULE 135.07 SF
102 LOBBY 229.00 SF
103 CORRIDOR 218.87 SF
104 VENDING 28.46 SF
105 DESKTOP AND SERVICE OFFICE 715.98 SF
106 DIVISION CHIEF 120.61 SF
107 OFFICE SUPPLY 102.86 SF
108 CORRIDOR 861.40 SF
109 BREAK ROOM 374.28 SF
110 INFORMATION ASSURANCE OPEN
OFFICE
451.50 SF
111 IA TECHNICIAN WORKSPACE 235.76 SF
112 INFORMATION ASSURANCE DIVISION
CHIEF
120.21 SF
113 CAA CAFE 292.13 SF
114 NETWORK AND SWITCH DIVISION
CHIEF
113.30 SF
115 NETWORK AND SWITCH DIVISION
OPEN OFFICE
410.08 SF
116 NETWORK, SWITCH TECHNICIANS
OPEN OFFICE
814.55 SF
117 TRANSMISSION BRANCH SHOP 369.78 SF
118 CORRIDOR 1314.58 SF
120 STORAGE 211.66 SF
121 LAND MOBILE RADIO TECHNICIAN
SPACE
212.79 SF
122 CLIMATE CONTROLLED STORAGE 388.18 SF
123 RECEIVING AREA 777.47 SF
125 INSTALLATION PROCESSING NODE
(SERVER ROOM)
486.53 SF
126 LOCAL SESSION CONTROLLER NODE
(SWITCH ROOM)
471.50 SF
SCHEDULE - ROOMS
Number Name Area
127 NETWORK OPERATIONS CENTER 408.87 SF
128 NOC STORAGE 66.17 SF
129 COMMERCIAL POINT OF PRESENCE
(CPOP)
356.44 SF
130 UPS ROOM A 194.95 SF
131 UPS ROOM B 158.85 SF
132 FM-200 190.94 SF
133 EQUIPMENT STORAGE 192.19 SF
134 FEMALE RESTROOM W/ LOCKERS AND
SHOWER
362.45 SF
135 MALE RESTROOM W/ LOCKERS AND
SHOWER
374.52 SF
136 ELECTRICAL 270.98 SF
138 MECHANICAL 904.06 SF
139 NURSING MOTHERS 117.84 SF
140 COMMUNICATIONS 232.42 SF
141 UNISEX RM 68.51 SF
142 JAN. 72.61 SF
143 BUSINESS AND PLANS OPEN OFFICE +
PLANS AND BLUEPRINT AREA
1185.03 SF
144 REPRODUCTION MEDIA ROOM
(PRINTER/COPY)
144.59 SF
145 DIVISION CHIEF 156.29 SF
146 NEC DIRECTOR 219.94 SF
147 EXECUTIVE CONFERENCE (24
PERSON)
550.99 SF
148 CABLE VAULT 243.56 SF
150 STORAGE BUILDING 2565.09 SF
18493.84 SF
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123A
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35' - 11 7/8" 8' - 10" 23' - 3" 22' - 3" 17' - 3"
20' - 7" 2' - 8" 15' - 3" 7' - 0" 17' - 3"
17' - 11 7/8" 18' - 0"
16' - 7 7/8" 35' - 3" 18' - 0" 20' - 3 1/4" 8' - 3 7/8"
9' - 6" 10' - 0" 9 1/4"
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108' - 0 3/4"
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2'
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2"
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1AS.3eb 1A0.3eb
1A1.3eb
A. ALL DIMENSIONS ON PLAN FOR WALLS ARE TO FACE
OF STUD OR CMU.
B. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER
SCALING ON CONSTRUCTION DOCUMENTS. DO NOT
SCALE.
C. ALL INTERIOR PARTITIONS MUST EXTEND MIN. 6"
ABOVE FINISHED CEILING UNLESS NOTED
OTHERWISE.
D. REFER TO BUILDING AND WALL SECTIONS FOR ALL
EXTERIOR WALL CONSTRUCTION.
E. EXTERIOR WINDOWS ARE CONCEPTUAL, REFER TO
UFC 1-200-02 PARAGRAPH 2-5.2
FLOOR PLAN GENERAL NOTES
SCALE:
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
Pl ot
D at e:
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
4' - 0" 8' - 0" 16' - 0"
3/16" = 1' - 0"
US Army Corps of Engineers ®
N
ET
W O
R K
EN
TE
R
PR
IS
E
C
EN
TE
R
FO
R
T H
U N
TE
R
L
IG
G
ET
T, C
A
PN
: 9
AR
.1
P2
" 5
FY
: 2
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
LO
U
IS
VI
LL
E, K
Y
7/ 1/
:1
3:
P M
A-111
EN
LA
R G
ED
P
LA
N
AR
EA
A
/1
4/
B.
B O
U R
N
B.
B
O U
R N
R . B
O
ST
O N
D . W
AR
D
C O
R R
EC
TE
D F
IN
AL
S U
BM
IT
TA
L
3/16" = 1'-0"B1 ENLARGED FLOOR PLAN - AREA A A B
KEY PLAN
W
2Q R
R
_C or r_ Fi na l_
Pl an s-
J1 A-302
J1 A-302
K1 A-301
K1 A-301
E1 A-301
E1 A-301
F G H I J
5A
105B
108A
/8
/8
8'
5"
/8
1/
2"
/8
8'
5" 9'
/8
/8
8'
5"
8'
0"
/8
/8
8'
5"
/8
8'
5"
/8
26' - 1 5/8" 7' - 6 1/2" 32' - 0" 10' - 9 1/2" 11' - 7 1/2" 16' - 5"
6' - 4 3/4" 6' - 2 5/8" 6' - 4 7/8" 7' - 1 3/8" 7' - 6 1/2" 32' - 0" 38' - 9 7/8"
6' - 7 1/2" 12' - 7" 6' - 11 1/8" 7' - 6 1/2" 16' - 1" 7' - 8 5/8" 8' - 2 1/2" 38' - 9 7/8"
47' - 5 7/8" 39' - 4" 17' - 9 7/8"
15' - 10 7/8" 16' - 4" 10' - 1" 32' - 3 3/8" 12' - 2 5/8" 17' - 9 7/8"
4' - 0" 4' - 0" 5' - 4" 4' - 0" 4' - 0" 4' - 0" 5' - 4" 4' - 0" 2' - 8" 4' - 0" 8' - 0" 4' - 0" 2' - 8" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 5' - 8" 6' - 4" 5' - 4" 13' - 4" 2' - 8"
1A0.3de
1B0.3
1A0.3eb
1AS.3de
1AS.3de
1B0.3
1B0.3
1A0.3de
1A0.3de
1AS.3de
1A0.3de
/B1 A-111
8' - 2" 10' - 7" 13' - 6 3/8"
118A
VESTIBULE
BREAK ROOM
DESKTOP AND SERVICE
OFFICE
OFFICE SUPPLY
DIVISION CHIEF
INFORMATION
ASSURANCE OPEN OFFICE
BUSINESS AND PLANS
OPEN OFFICE + PLANS
AND BLUEPRINT AREA
NEC DIRECTOR
REPRODUCTION MEDIA
ROOM (PRINTER/COPY)
DIVISION CHIEF
LOBBY
EXECUTIVE CONFERENCE
(24 PERSON)
VENDING
ELECTRICAL
MA
LE
R
ES
TR
OO
M W
LO
CK
ER
S
AN
D
SH
OW
ER
FE
MA
LE
R
ES
TR
OO
M
W
LO
CK
ER
S
AN
D
SH
OW
ER
MECHANICAL
NURSING MOTHERS
COMMUNICATIONS
UNISEX RM
JAN.
CORRIDOR
103CORRIDOR
1A0.3de
1AS.3de
1AS.3de
1A0.3de
1AS.3de
1A0.3de
1A0.3de
1AS.3eb
1AS.3eb
1AS.3 1A0.3de
1A0.3de
1AS.3de
1A0.3de 1B0.3
1AS.3de
1A0.3de 1A0.3eb
1A0.3de
1A0.3eb
1A0.3eb
1AS.3
1A0.3eb
1A2.3eb
1A0.3eb
1A0.3eb
141 142
137 138136
134 135
1A0.3de
16' - 1" 15' - 11"
/8
1"
0"
A-603 L11IA TECHNICIAN
WORKSPACE
CAA CAFE
EQUIPMENT STORAGE
FM-200
UPS ROOM B
UPS ROOM A
2'
8" 4'
0"
1'
4" 4'
0"
2'
8" 5'
4"
2'
8" 4'
0"
1'
4" 4'
0"
2'
8" 4'
0"
1'
4" 4'
0"
2'
8" 5'
4"
2'
8" 4'
0"
1'
4" 4'
0"
1'
4" 4'
0"
/8
B1
A-
11' - 3 3/8" 6' - 4" 10' - 8" 5' - 0" 20' - 0" 6' - 4" 11' - 0" 4' - 0" 8' - 1" 4' - 0" 2' - 7" 4' - 0" 12' - 0"
1 1 1 1 1 1 1 1 1 1 2
C1 A-302
C1 A-302
1A2.3eb
1A2.3eb
1AS.3eb
1A0.3de 1AS.3de
1AS.3eb
1AS.3eb
1AS.3eb
1A0.3de 1A0.3de
1A0.3de
1A0.3de1A0.3de
1A0.3de1A0.3de
1A0.3de 1A0.3de
1A0.3de1A0.3de
1A0.3de
1AS.3
1A0.3de
1AS.3de
A. ALL DIMENSIONS ON PLAN FOR WALLS ARE TO FACE
OF STUD OR CMU.
B. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER
SCALING ON CONSTRUCTION DOCUMENTS. DO NOT
SCALE.
C. ALL INTERIOR PARTITIONS MUST EXTEND MIN. 6"
ABOVE FINISHED CEILING UNLESS NOTED
OTHERWISE.
D. REFER TO BUILDING AND WALL SECTIONS FOR ALL
EXTERIOR WALL CONSTRUCTION.
E. EXTERIOR WINDOWS ARE CONCEPTUAL, REFER TO
UFC 1-200-02 PARAGRAPH 2-5.2
FLOOR PLAN GENERAL NOTES
SCALE:
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
Pl ot
D at e:
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
4' - 0" 8' - 0" 16' - 0"
3/16" = 1' - 0"
US Army Corps of Engineers ®
N
ET
W O
R K
EN
TE
R
PR
IS
E
C
EN
TE
R
FO
R
T H
U N
TE
R
L
IG
G
ET
T, C
A
PN
: 9
AR
.1
P2
" 5
FY
: 2
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
LO
U
IS
VI
LL
E, K
Y
7/ 1/
:1
3:
P M
A-112
EN
LA
R G
ED
P
LA
N
AR
EA
B
/1
4/
B.
B O
U R
N
B.
B
O U
R N
R . B
O
ST
O N
D . W
AR
D
C O
R R
EC
TE
D F
IN
AL
S U
BM
IT
TA
L
3/16" = 1'-0"A1 ENLARGED FLOOR PLAN - AREA B
A B
KEY PLAN
W
2Q R
R
_C or r_ Fi na l_
Pl an s-
S
M O S
J
F
J1 A-302
J1 A-302
K1 A-301
K1 A-301
J11 A-302
J11 A-302
E1 A-301
E1 A-301
9' - 0" 12' - 0"
12' - 0" 9' - 0"
9' - 0"
9' - 0"
9' - 0"9' - 0"
9' - 0"
9' - 0"
9' - 0" 9' - 0" 9' - 0" 9' - 0"
10' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"9' - 0"
9' - 0"
9' - 0"
9' - 0" 8' - 6" 9' - 0" 9' - 0"
9' - 0"
9' - 0" 9' - 0"9' - 0"
A B C D E F G H I J
9' - 0"
/B1 A-116
/B1 A-116
/A1 A-117
/A1 A-117
9' - 0"
9' - 0"
VESTIBULE
CLIMATE CONTROLLED
STORAGE
RECEIVING AREA
LAND MOBILE RADIO
TECHNICIAN SPACE
NETWORK, SWITCH
TECHNICIANS OPEN
OFFICE
NETWORK AND SWITCH
DIVISION OPEN OFFICE
CAA CAFE
INFORMATION
ASSURANCE DIVISION
CHIEF
NETWORK AND SWITCH
DIVISION CHIEF
BREAK ROOM
DESKTOP AND SERVICE
OFFICE
OFFICE SUPPLY
DIVISION CHIEF
FM-200
UPS ROOM A
UPS ROOM B
NOC STORAGE
COMMERCIAL POINT OF
PRESENCE (CPOP)
INSTALLATION
PROCESSING NODE
(SERVER ROOM)
INFORMATION
ASSURANCE OPEN OFFICE
IA TECHNICIAN
WORKSPACE
CORRIDOR
BUSINESS AND PLANS
OPEN OFFICE + PLANS
AND BLUEPRINT AREA
NEC DIRECTOR
REPRODUCTION MEDIA
ROOM (PRINTER/COPY)
DIVISION CHIEF
LOCAL SESSION
CONTROLLER NODE
(SWITCH ROOM)
NETWORK OPERATIONS
CENTER
TRANSMISSION BRANCH
SHOP
STORAGE
LOBBY
EXECUTIVE CONFERENCE
(24 PERSON)
VENDING
ELECTRICAL
MA
LE
R
ES
TR
OO
M W
LO
CK
ER
S
AN
D
SH
OW
ER
FE
MA
LE
R
ES
TR
OO
M
W
LO
CK
ER
S
AN
D
SH
OW
ER
4 MECHANICAL
NURSING MOTHERS
COMMUNICATIONS
UNISEX RM
JAN.
CORRIDOR
CORRIDOR
EQUIPMENT STORAGE
9' - 0"9' - 0"
9' - 0" 9' - 0"
13' - 0"
13' - 0"
C11 A-302
C11 A-302
C1 A-302
C1 A-302
8' - 0" 8' - 0"
ACOUSTICAL CEILING TILE
(ACT) 2x2
GYPSUM WALLBOARD (GWB)
CEILING
METAL SOFFIT PANELS
EXTERIOR LIGHT FIXTURE
PROJECTION SCREEN
INTERIOR LIGHT FIXTURE
(RECESSED)
EXIT SIGN (CEILING)
AUDIO LOUDSPEAKER
OCCUPANCY SENSOR
INTERIOR LIGHT FIXTURE
(SURFACE MOUNTED)
SPOT ELEVATION - DENOTES
CEILING HEIGHT ABOVE LEVEL 01
SLAB ELEVATION, U.N.O.
REFLECTED CEILING PLAN LEGEND
EXIT SIGN (WALL)
INTERIOR LIGHT FIXTURE
(RECESSED CAN)
FIRE ALARM HORN/STROBE
EMERGENCY LIGHT FIXTURES
PROJECTOR
POWER/DATA JUNCTION BOX
HVAC SUPPLY DIFFUSER
HVAC RETURN DIFFUSER
HVAC VENT/EXHAUST DIFFUSER
ACCESS PANEL
CONTROL JOINT
EXPANSION JOINT
INTERIOR LIGHT FIXTURE
(LINEAR PENDANT)
CJ
EXPOSED STRUCTURE
1" = 10'-0"E1 OVERALL REFLECTED CEILING PLAN
SCALE:
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
Pl ot
D at e:
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
5' - 0" 10' - 0" 20' - 0"
1" = 10' - 0"
US Army Corps of Engineers ®
N
ET
W O
R K
EN
TE
R
PR
IS
E
C
EN
TE
R
FO
R
T H
U N
TE
R
L
IG
G
ET
T, C
A
PN
: 9
AR
.1
P2
" 5
FY
: 2
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
LO
U
IS
VI
LL
E, K
Y
7/ 1/
:1
3:
P M
A-115
R
EF
LE
C
TE
D
C
EI
LI
N
G P
LA
N
/1
4/
B.
B O
U R
N
B.
B
O U
R N
R . B
O
ST
O N
D . W
AR
D
C O
R R
EC
TE
D F
IN
AL
S U
BM
IT
TA
L
A B
KEY PLAN
W
2Q R
R
_C or r_ Fi na l_
Pl an s-
K1 A-301
K1 A-301
J11 A-302
J11 A-302
E1 A-301
E1 A-301
A B C D E F
9' - 0" 9' - 0"
9' - 0" 9' - 0" 9' - 0"
9' - 0" 9' - 0" 9' - 0"
10' - 0"
9' - 0"
9' - 0"
9' - 0" 12' - 0"
9' - 0"
9' - 0"
9' - 0"12' - 0"
9' - 0"
/A1 A-117
/A1 A-117
9' - 0"
CLIMATE CONTROLLED
STORAGE
RECEIVING AREA
LAND MOBILE RADIO
TECHNICIAN SPACE
NETWORK, SWITCH
TECHNICIANS OPEN
OFFICE
NETWORK AND SWITCH
DIVISION OPEN OFFICE
CAA CAFE
INFORMATION
ASSURANCE DIVISION
CHIEF
NETWORK AND SWITCH
DIVISION CHIEF
FM-200
UPS ROOM A
UPS ROOM B
NOC STORAGE
COMMERCIAL POINT OF
PRESENCE (CPOP)
INSTALLATION
PROCESSING NODE
(SERVER ROOM)
IA TECHNICIAN
WORKSPACE
CORRIDOR
LOCAL SESSION
CONTROLLER NODE
(SWITCH ROOM)
NETWORK OPERATIONS
CENTER
TRANSMISSION BRANCH
SHOP
STORAGE
EQUIPMENT STORAGE
13' - 0"
13' - 0"
C11 A-302
C11 A-302
9' - 0"
SCALE:
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
Pl ot
D at e:
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
4' - 0" 8' - 0" 16' - 0"
3/16" = 1' - 0"
US Army Corps of Engineers ®
N
ET
W O
R K
EN
TE
R
PR
IS
E
C
EN
TE
R
FO
R
T H
U N
TE
R
L
IG
G
ET
T, C
A
PN
: 9
AR
.1
P2
" 5
FY
: 2
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
LO
U
IS
VI
LL
E, K
Y
7/ 1/
:1
3:
P M
A-116
R
EF
LE
C
TE
D
C
EI
LI
N
G P
LA
N
AR
EA
A
/1
4/
B.
B O
U R
N
B.
B
O U
R N
R . B
O
ST
O N
D . W
AR
D
C O
R R
EC
TE
D F
IN
AL
S U
BM
IT
TA
L
3/16" = 1'-0"B1 REFLECTED CEILING PLAN - AREA A
A B
KEY PLAN
W
2Q R
R
_C or r_ Fi na l_
Pl an s-
J1 A-302
J1 A-302
K1 A-301
K1 A-301
E1 A-301
E1 A-301
F G H I J
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0" 9' - 0"
9' - 0"
9' - 0"
8' - 6"
9' - 0"
9' - 0"
9' - 0"
9' - 0" 9' - 0" 9' - 0"
9' - 0"
9' - 0"
/B1 A-116
/B1 A-116
10' - 0"
VESTIBULE
BREAK ROOM
DESKTOP AND SERVICE
OFFICE
OF
FI
CE
S
UP
PL
Y
DI
VI
SI
ON
C
HI
EF
FM-200
UPS ROOM A
UPS ROOM B
INFORMATION
ASSURANCE OPEN OFFICE
IA TECHNICIAN
WORKSPACE
BUSINESS AND PLANS
OPEN OFFICE + PLANS
AND BLUEPRINT AREA
NEC DIRECTOR
REPRODUCTION MEDIA
ROOM (PRINTER/COPY)
DIVISION CHIEF
LOBBY
EXECUTIVE CONFERENCE
(24 PERSON)
VENDING
ELECTRICAL
MA
LE
R
ES
TR
OO
M W
LO
CK
ER
S
AN
D
SH
OW
ER
FE
MA
LE
R
ES
TR
OO
M
W
LO
CK
ER
S
AN
D
SH
OW
ER
MECHANICAL
NURSING MOTHERS
COMMUNICATIONS
UNISEX RM
JAN.
CORRIDOR
CORRIDOR
EQUIPMENT STORAGE
9' - 0"9' - 0"
9' - 0" 9' - 0"
C1 A-302
C1 A-302
8' - 0" 8' - 0"
9' - 0" 9' - 0"
SCALE:
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
Pl ot
D at e:
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
4' - 0" 8' - 0" 16' - 0"
3/16" = 1' - 0"
US Army Corps of Engineers ®
N
ET
W O
R K
EN
TE
R
PR
IS
E
C
EN
TE
R
FO
R
T H
U N
TE
R
L
IG
G
ET
T, C
A
PN
: 9
AR
.1
P2
" 5
FY
: 2
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
LO
U
IS
VI
LL
E, K
Y
7/ 1/
:1
3:
P M
A-117
R
EF
LE
C
TE
D
C
EI
LI
N
G P
LA
N
AR
EA
B
/1
4/
B.
B O
U R
N
B.
B
O U
R N
R . B
O
ST
O N
D . W
AR
D
C O
R R
EC
TE
D F
IN
AL
S U
BM
IT
TA
L
3/16" = 1'-0"A1 REFLECTED CEILING PLAN - AREA B
A B
KEY PLAN
W
2Q R
R
_C or r_ Fi na l_
Pl an s-
A-201 L1
A-201 H1
A-201 D1
J1 A-302
J1 A-302
K1 A-301
K1 A-301
J11 A-302
J11 A-302
E1 A-301
E1 A-301
5/ 8"
3" / 1
0"
3" / 1
0"
217' - 7 5/8"
A B C D E F G H I J
3" / 1' - 0"
6' - 0"
C11 A-302
C11 A-302
RIDGE
ROOF AREA A: 9,418 sf
ROOF AREA B: 9,418 sf
RO
OF
A
RE
A C:
5 s f
PREFINISHED METAL
DOWNSPOUT
PREFINISHED METAL
DOWNSPOUT
PREFINISHED METAL
DOWNSPOUT
PREFINISHED METAL
DOWNSPOUT
PREFINISHED METAL
DOWNSPOUT
PREFINISHED METAL
DOWNSPOUT
PREFINISHED METAL
DOWNSPOUT
PREFINISHED METAL
DOWNSPOUT
PREFINISHED METAL
DOWNSPOUT
PREFINISHED METAL
DOWNSPOUT
PREFINISHED METAL
DOWNSPOUT
C1 A-302
C1 A-302
CLAY ROOF TILES
CLAY ROOF TILES
CLAY ROOF TILES
PREFINISHED METAL
GUTTER
PREFINISHED METAL
DOWNSPOUT
CLAY TILE ROOF
ROOF MATERIAL LEGEND
1" = 10'-0"G1 ROOF PLAN
SCALE:
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
Pl ot
D at e:
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
5' - 0" 10' - 0" 20' - 0"
1" = 10' - 0"
US Army Corps of Engineers ®
N
ET
W O
R K
EN
TE
R
PR
IS
E
C
EN
TE
R
FO
R
T H
U N
TE
R
L
IG
G
ET
T, C
A
PN
: 9
AR
.1
P2
" 5
FY
: 2
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
LO
U
IS
VI
LL
E, K
Y
7/ 1/
:1
3:
P M
A-120
R O
O F
PL
AN
/1
4/
B.
B O
U R
N
B.
B
O U
R N
R . B
O
ST
O N
D . W
AR
D
C O
R R
EC
TE
D F
IN
AL
S U
BM
IT
TA
L
A B
KEY PLAN
W
2Q R
R
_C or r_ Fi na l_
Pl an s-
1ST FLOOR
0' - 0"
ROOF RIDGE
24' - 4"
EAVE
13' - 0"
J1 A-302
J1 A-302
J11 A-302
J11 A-302
A B C D E F G H I J
3" 1'-0"
1011 1 1 1 1 1 1 1 1 1 1 1 2 C11
A-302
C11 A-302
DOWNSPOUT
CLAY TILE ROOF
8"x8"x16" CMU
GUTTER
METAL FASCIA
RIDGE
C1 A-302
C1 A-302
1ST FLOOR
0' - 0"
ROOF RIDGE
24' - 4"
EAVE
13' - 0"
K1 A-301
K1 A-301
E1 A-301
E1 A-3011 2 3 4
3" 1'-0"
3" 1'-0"
123C 123B 119 117B
METAL FASCIA
GUTTER
DOWNSPOUT
COLUMN
8"x8"x16" CMU
DOWNSPOUT
METAL FASCIA
CLAY TILE ROOF
DOWNSPOUT
GUTTER
1ST FLOOR
0' - 0"
ROOF RIDGE
24' - 4"
EAVE
13' - 0"
K1 A-301
K1 A-301
E1 A-301
E1 A-301
3" 1'-0"
3" 1'-0"
1 1 3 1 1 1 1 3 1 1 1
METAL FASCIA
GUTTER
DOWNSPOUT
8"x8"x16" CMU
DOWNSPOUT
GUTTER
1ST FLOOR
0' - 0"
ROOF RIDGE
24' - 4"
EAVE
13' - 0"
J1 A-302
J1 A-302
J11 A-302
J11 A-302
ABCDEFGHIJ
3" / 1' - 0"
1 1 1
138 137 136 C11
A-302
C11 A-302
8"x8"x16" CMU DOWNSPOUT
GUTTER
C1 A-302
C1 A-302
CABLE VAULT EXTERIOR HATCH
1/8" = 1'-0"L1 SOUTH BUILDING ELEVATION
1/8" = 1'-0"H1 WEST BUILDING ELEVATION
1/8" = 1'-0"A1 EAST ELEVATION
1/8" = 1'-0"D1 NORTH ELEVATION
SCALE:
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
Pl ot
D at e:
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
4' - 0" 8' - 0" 16' - 0"
1/8" = 1' - 0"
US Army Corps of Engineers ®
N
ET
W O
R K
EN
TE
R
PR
IS
E
C
EN
TE
R
FO
R
T H
U N
TE
R
L
IG
G
ET
T, C
A
PN
: 9
AR
.1
P2
" 5
FY
: 2
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
LO
U
IS
VI
LL
E, K
Y
7/ 1/
:1
3:
P M
A-201
BU
IL
D
IN
G E
LE
VA
TI
O
N S
/1
4/
B.
B O
U R
N
B.
B
O U
R N
R . B
O
ST
O N
D . W
AR
D
C O
R R
EC
TE
D F
IN
AL
S U
BM
IT
TA
L
W
2Q R
R
_C or r_ Fi na l_
Pl an s-
ROOF RIDGE
24' - 4"
T/FTG
-3' - 3 5/8"
EAVE
13' - 0"
J1 A-302
J1 A-302
J11 A-302
J11 A-302
A-303 A1
A B C D E F G H I J
C11 A-302
C11 A-302
CORRIDOR
LOBBY
EXECUTIVE
CONFERENCE
(24
PERSON)
CORRIDOR
CORRIDOR
C1 A-302
C1 A-302
CABLE VAULT
-10' - 0"
1ST FLOOR
0' - 0"
ROOF RIDGE
24' - 4"
T/FTG
-3' - 3 5/8"
EAVE
13' - 0"
J1 A-302
J1 A-302
J11 A-302
J11 A-302
A B C D E F G H I J
3B
C11 A-302
C11 A-302
RECEIVING AREA
UPS ROOM B
COMMERCIAL POINT OF
PRESENCE (CPOP)
INSTALLATION
PROCESSING NODE
(SERVER ROOM)
CORRIDOR
BUSINESS AND PLANS
OPEN OFFICE + PLANS
AND BLUEPRINT AREA
MALE RESTROOM W/
LOCKERS AND SHOWER
FEMALE RESTROOM W/
LOCKERS AND SHOWER
MECHANICAL
CORRIDOR
C1 A-302
C1 A-302
CABLE VAULT
-10' - 0"
1/8" = 1'-0"K1 BUILDING SECTION
1/8" = 1'-0"E1 BUILDING SECTION
SCALE:
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
Pl ot
D at e:
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
4' - 0" 8' - 0" 16' - 0"
1/8" = 1' - 0"
US Army Corps of Engineers ®
N
ET
W O
R K
EN
TE
R
PR
IS
E
C
EN
TE
R
FO
R
T H
U N
TE
R
L
IG
G
ET
T, C
A
PN
: 9
AR
.1
P2
" 5
FY
: 2
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
LO
U
IS
VI
LL
E, K
Y
7/ 1/
:1
3:
P M
A-301
BU
IL
D
IN
G S
EC
TI
O N
S
/1
4/
B.
B O
U R
N
B.
B
O U
R N
R . B
O
ST
O N
D . W
AR
D
C O
R R
EC
TE
D F
IN
AL
S U
BM
IT
TA
L
W
2Q R
R
_C or r_ Fi na l_
Pl an s-
ROOF RIDGE
24' - 4"
T/FTG
-3' - 3 5/8"
EAVE
13' - 0"
K1 A-301
K1 A-301
E1 A-301
E1 A-301
3" 1'-0" 3"
1'-0"
1 2 3 4
8A 10
A-303 A7
OFFICE SUPPLY
DIVISION CHIEF
MECHANICAL
NURSING MOTHERS
COMMUNICATIONS
CORRIDOR
1ST FLOOR
0' - 0"
ROOF RIDGE
24' - 4"
T/FTG
-3' - 3 5/8"
EAVE
13' - 0"
K1 A-301
K1 A-301
E1 A-301
E1 A-301
3" 1'-0"
3" 1'-0"
CLIMATE CONTROLLED
STORAGE
RECEIVING AREA
LAND MOBILE RADIO
TECHNICIAN SPACE
NETWORK, SWITCH
TECHNICIANS OPEN
OFFICE
CORRIDOR
3B
3C11
1ST FLOOR
0' - 0"
ROOF RIDGE
24' - 4"
T/FTG
-3' - 3 5/8"
EAVE
13' - 0"
K1 A-301
K1 A-301
E1 A-301
E1 A-301
1 2 3 4
A-303 A14
NETWORK AND SWITCH
DIVISION OPEN OFFICE
CORRIDOR
LOCAL SESSION
CONTROLLER NODE
(SWITCH ROOM)
INSTALLATION
PROCESSING NODE
(SERVER ROOM)
3" 1'-0"
3" 1'-0"
CABLE VAULT
-10' - 0"
SHIP LADDER
CABLE VAULT HATCH
1ST FLOOR
0' - 0"
ROOF RIDGE
24' - 4"
T/FTG
-3' - 3 5/8"
EAVE
13' - 0"
K1 A-301
K1 A-301
E1 A-301
E1 A-301
1 2 3 4
3" 1'-0"
3" 1'-0"
ELECTRICAL
MALE RESTROOM W/
LOCKERS AND SHOWER
MALE RESTROOM W/
LOCKERS AND SHOWER
CORRIDOR
BREAK ROOM
109108A
SCALE:
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
Pl ot
D at e:
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
4' - 0" 8' - 0" 16' - 0"
1/8" = 1' - 0"
US Army Corps of Engineers ®
N
ET
W O
R K
EN
TE
R
PR
IS
E
C
EN
TE
R
FO
R
T H
U N
TE
R
L
IG
G
ET
T, C
A
PN
: 9
AR
.1
P2
" 5
FY
: 2
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
LO
U
IS
VI
LL
E, K
Y
7/ 1/
:1
3:
P M
A-302
BU
IL
D
IN
G S
EC
TI
O N
S
/1
4/
B.
B O
U R
N
B.
B
O U
R N
R . B
O
ST
O N
D . W
AR
D
C O
R R
EC
TE
D F
IN
AL
S U
BM
IT
TA
L
1/8" = 1'-0"J1 BUILDING SECTION
1/8" = 1'-0"J11 BUILDING SECTION
1/8" = 1'-0"C11 BUILDING SECTION
1/8" = 1'-0"C1 BUILDING SECTION
W
2Q R
R
_C or r_ Fi na l_
Pl an s-
ROOF RIDGE
24' - 4"
T/FTG
-3' - 3 5/8"
EAVE
13' - 0"
A
STRUCTURAL
CONCRETE
POLYISOCYANURATE
INSULATION BOARD
STEEL ROOF
DECKING
5/8" GYPSUM
WALLBOARD
POLYISOCYANURATE
INSULATION BOARD
3-5/8" METAL STUDS
CONCRETE
MASONRY UNIT
A-502 K6
CLAY ROOF TILES
1ST FLOOR
0' - 0"
T/FTG
-3' - 3 5/8"
EAVE
13' - 0"
POLYISOCYANURATE
INSULATION BOARD
STEEL ROOF
DECKING
STRUCTURAL
CONCRETE
5/8" GYPSUM
WALLBOARD
3-5/8" METAL STUDS
POLYISOCYANURATE
INSULATION BOARD
CONCRETE
MASONRY UNIT
PREFINISHED METAL
FASCIA
A-502 K1
CLAY ROOF TILES
1ST FLOOR
0' - 0"
T/FTG
-3' - 3 5/8"
EAVE
13' - 0"
RIGID-GRID ACCESS
FLOORING
CABLE VAULT
-10' - 0"
8'
0"
STRUCTURAL
CONCRETE
CABLE VAULT HATCH
3/4" = 1'-0"A1 WALL SECTION
SCALE:
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
Pl ot
D at e:
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
1' - 0" 2' - 0" 4' - 0"
3/4" = 1' - 0"
US Army Corps of Engineers ®
N
ET
W O
R K
EN
TE
R
PR
IS
E
C
EN
TE
R
FO
R
T H
U N
TE
R
L
IG
G
ET
T, C
A
PN
: 9
AR
.1
P2
" 5
FY
: 2
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
LO
U
IS
VI
LL
E, K
Y
7/ 1/
:1
3:
P M
A-303
W
AL
L
SE
C
TI
O N
S
/1
4/
B.
B O
U R
N
B.
B
O U
R N
R . B
O
ST
O N
D . W
AR
D
C O
R R
EC
TE
D F
IN
AL
S U
BM
IT
TA
L
3/4" = 1'-0"A7 WALL SECTION
3/4" = 1'-0"A14 WALL SECTION
W
2Q R
R
_C or r_ Fi na l_
Pl an s-
A-304 E1
A-304 A1
A-304 A8
A-304 E8
J15 A-304
J15 A-304
E15 A-304
E15 A-304
55' - 0"
3'
4" 3'
0"
3'
0" 3'
4"
150A
150B
150C
STORAGE BUILDING
AC
CO
MO
DA
TE
FO
RK
LIF
T
A-304 E1
A-304 A1
A-304 A8
A-304 E8
J15 A-304
J15 A-304
E15 A-304
E15 A-304
2" / 1
0"
2" / 1
0"
RIDGE
56' - 0"
PREFINISHED METAL
GUTTER
PREFINISHED METAL
FASCIA
STANDING SEAM
METAL ROOF
PREFINISHED METAL
GUTTER
J15 A-304
J15 A-304
STORAGE FFE
0' - 0"
PREFINISHED METAL
GUTTER
PREFINISHED METAL
FASCIA
STANDING SEAM
METAL ROOF
PREFINISHED METAL
DOWNSPOUT
RIDGE
SHEET METAL WALL
CLADDING
STORAGE EAVE
13' - 0"
J15 A-304
J15 A-304
STORAGE FFE
0' - 0"
STORAGE EAVE
13' - 0"
RIDGE
STANDING SEAM
METAL ROOF
PREFINISHED METAL
GUTTER
PREFINISHED METAL
FASCIA
PREFINISHED METAL
DOWNSPOUT
SHEET METAL WALL
CLADDING E15
A-304
E15 A-304
2" / 1' - 0"2" / 1' - 0"
STORAGE FFE
0' - 0"150C
STORAGE EAVE
13' - 0"
RIDGE
PREFINISHED METAL
FASCIA
PREFINISHED METAL
DOWNSPOUT
SHEET METAL WALL
CLADDING
E15 A-304
E15 A-304
2" / 1' - 0"2" / 1' - 0"
STORAGE FFE
0' - 0"150B 150A
STORAGE EAVE
13' - 0"
RIDGE
PREFINISHED METAL
FASCIA
PREFINISHED METAL
DOWNSPOUT
SHEET METAL WALL
CLADDING
E15 A-304
E15 A-304
STORAGE FFE
0' - 0"
PREFINISHED METAL
DOWNSPOUT
PREFINISHED METAL
GUTTER2" / 1' - 0" 2" / 1' - 0"
150A
150B
STORAGE EAVE
13' - 0"
PRE-ENGINEERED
METAL BUILDING
FRAME
J15 A-304
J15 A-304
STORAGE FFE
0' - 0"
STORAGE EAVE
13' - 0"
150B
12' - 8"
SCALE:
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
Pl ot
D at e:
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
4' - 0" 8' - 0" 16' - 0"
1/8" = 1' - 0"
US Army Corps of Engineers ®
N
ET
W O
R K
EN
TE
R
PR
IS
E
C
EN
TE
R
FO
R
T H
U N
TE
R
L
IG
G
ET
T, C
A
PN
: 9
AR
.1
P2
" 5
FY
: 2
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
LO
U
IS
VI
LL
E, K
Y
7/ 1/
:1
3:
P M
A-304
SI
TE
E
LE
M
EN
TS
/1
4/
B.
B O
U R
N
B.
B
O U
R N
R . B
O
ST
O N
D . W
AR
D
C O
R R
EC
TE
D F
IN
AL
S U
BM
IT
TA
L
1/8" = 1'-0"J1 FIRST FLOOR PLAN
1/8" = 1'-0"J8 SHED ROOF PLAN
1/8" = 1'-0"E1 SOUTH ELEVATION
1/8" = 1'-0"A1 NORTH ELEVATION
1/8" = 1'-0"A8 EAST ELEVATION
1/8" = 1'-0"E8 WEST ELEVATION
1/8" = 1'-0"J15 STORAGE BUILDING SECTION
1/8" = 1'-0"E15 STORAGE BUILDING SECTION
1/8" = 1'-0"B15 DUMPSTER ENCLOSURE PLAN
W
2Q R
R
_C or r_ Fi na l_
Pl an s-
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
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3 5 7 9 11 13 15 17 19
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DOOR SCHEDULE
DOOR
NO. DOOR ROOM NAME
DOOR FRAME
STC
Rating
FIRE
RATING HARDWARE COMMENTS:
ELEVA
TION
SIZE
MAT'L FINISH
ELEV
ATION MAT'L FINISH
DETAILS
WIDTH HEIGHT THICKNESS HEAD JAMB SILL
101 VESTIBULE F (Pair) 6' - 0" 7' - 0" 0' - 1 3/4" HM PT 2 HM PT 0 0 PANIC HARDWARE PROVIDE JCI CONTROLLED ACCESS 102 LOBBY FG (Pair) 6' - 0" 7' - 0" 0' - 1 3/4" HM PT 1 HM PT 0 0 PANIC HARDWARE
105A DESKTOP AND SERVICE OFFICE F 3' - 0" 7' - 0" 0' - 1 3/4" WD PT 1 HM PT 45 0
105B DESKTOP AND SERVICE OFFICE CC 2' - 0" 4' - 0" 0' - 0 1/8" AL ANOD AL TRANSACTION WINDOW, TYPE 4
106 DIVISION CHIEF F 3' - 0" 7' - 0" 0' - 1 3/4" WD PT 1 HM PT 45 0
107 OFFICE SUPPLY F 3' - 0" 7' - 0" 0' - 1 3/4" WD PT 1 HM PT 45 0
108A CORRIDOR FG (Pair) 6' - 0" 7' - 0" 0' - 1 3/4" HM PT 1 HM PT 0 0 PANIC HARDWARE
109 BREAK ROOM F 3' - 0" 7' - 0" 0' - 1 3/4" WD PT 1 HM PT 45 0 PASSAGE
110 INFORMATION ASSURANCE OPEN OFFICE F 3' - 0" 7' - 0" 0' - 1 3/4" WD PT 1 HM PT 45 0 112 INFORMATION ASSURANCE DIVISION CHIEF F 3' - 0" 7' - 0" 0' - 1 3/4" WD PT 1 HM PT 45 0
113 CAA CAFE F 3' - 0" 7' - 0" 0' - 1 3/4" WD PT 1 HM PT 50 0
114 NETWORK AND SWITCH DIVISION CHIEF F 3' - 0" 7' - 0" 0' - 1 3/4" WD PT 1 HM PT 45 0 115 NETWORK AND SWITCH DIVISION OPEN OFFICE F 3' - 0" 7' - 0" 0' - 1 3/4" WD PT 1 HM PT 50 0
116A NETWORK, SWITCH TECHNICIANS OPEN OFFICE F 3' - 0" 7' - 0" 0' - 1 3/4" WD PT 1 HM PT 50 0 116B NETWORK, SWITCH TECHNICIANS OPEN OFFICE F 3' - 0" 7' - 0" 0' - 1 3/4" WD PT 1 HM PT 50 0
117 NETWORK OPERATIONS CENTER F 3' - 0" 7' - 0" 0' - 1 3/4" WD PT 1 HM PT 50 0
117A TRANSMISSION BRANCH SHOP F 3' - 0" 7' - 0" 0' - 1 3/4" WD PT 1 HM PT 50 0
117B TRANSMISSION BRANCH SHOP F (Pair) 6' - 0" 7' - 0" 0' - 1 3/4" HM PT 2 HM PT 0 0 118A CORRIDOR FG (Pair) 6' - 0" 7' - 0" 0' - 1 3/4" HM PT 1 HM PT 0 0 PANIC HARDWARE 119 VESTIBULE F (Pair) 6' - 0" 7' - 0" 0' - 1 3/4" HM PT 2 HM PT 0 0 PANIC HARDWARE PROVIDE JCI CONTROLLED ACCESS
120 STORAGE F 3' - 0" 7' - 0" 0' - 1 3/4" WD PT 1 HM PT 0 0 STOREROOM
121 LAND MOBILE RADIO TECHNICIAN SPACE F 3' - 0" 7' - 0" 0' - 1 3/4" WD PT 1 HM PT 50 0 122 CLIMATE CONTROLLED STORAGE N (Pair) 6' - 0" 7' - 0" 0' - 1 3/4" HM PT 1 HM PT 0 0
123A RECEIVING AREA N (Pair) 6' - 0" 7' - 0" 0' - 1 3/4" HM PT 2 HM PT 0 0
123B RECEIVING AREA OC 12' - 0" 10' - 0" 0' - 2" STL PT 2 STL PT 0
123C RECEIVING AREA G 3' - 0" 7' - 0" 0' - 1 3/4" HM PT 2 HM PT 0 0
124 VESTIBULE 2G 3' - 0" 7' - 0" 0' - 1 3/4" HM PT 4 HM PT 0 0 PANIC HARDWARE PROVIDE JCI CONTROLLED ACCESS 125 INSTALLATION PROCESSING NODE (SERVER ROOM) F 3' - 0" 7' - 0" 0' - 1 3/4" WD PT 1 HM PT 50 45 126 LOCAL SESSION CONTROLLER NODE (SWITCH ROOM) F 3' - 0" 7' - 0" 0' - 1 3/4" WD PT 1 HM PT 50 45 128 NOC STORAGE F (Pair) 6' - 0" 7' - 0" 0' - 1 3/4" WD PT 1 HM PT 0 0 129 COMMERCIAL POINT OF PRESENCE (CPOP) F 3' - 0" 7' - 0" 0' - 1 3/4" WD PT 1 HM PT 50 45
130 UPS ROOM A F 3' - 0" 7' - 0" 0' - 1 3/4" WD PT 1 HM PT 50 90
131 UPS ROOM B F 3' - 0" 7' - 0" 0' - 1 3/4" WD PT 1 HM PT 50 90
132 FM-200 F 3' - 0" 7' - 0" 0' - 1 3/4" WD PT 1 HM PT 50 0
133 EQUIPMENT STORAGE N (Pair) 6' - 0" 7' - 0" 0' - 1 3/4" WD PT 1 HM PT 0 0 134 FEMALE RESTROOM W/ LOCKERS AND SHOWER F 3' - 0" 7' - 0" 0' - 1 3/4" WD PT 1 HM PT 45 0 135 MALE RESTROOM W/ LOCKERS AND SHOWER F 3' - 0" 7' - 0" 0' - 1 3/4" WD PT 1 HM PT 45 0 136 ELECTRICAL F (Pair) 6' - 0" 7' - 0" 0' - 1 3/4" HM PT 2 HM PT 0 0 137 VESTIBULE 2G 3' - 0" 7' - 0" 0' - 1 3/4" HM PT 4 HM PT 0 0 PANIC HARDWARE PROVIDE JCI CONTROLLED ACCESS 138 MECHANICAL F (Pair) 6' - 0" 7' - 0" 0' - 1 3/4" HM PT 2 HM PT 0 0
139 NURSING MOTHERS F 3' - 0" 7' - 0" 0' - 1 3/4" WD PT 1 HM PT 45 0
140 COMMUNICATIONS F 3' - 0" 7' - 0" 0' - 1 3/4" WD PT 1 HM PT 0 0
141 UNISEX RESTROOM F 3' - 0" 7' - 0" 0' - 1 3/4" WD PT 1 HM PT 45 0
142 JANITOR F 3' - 0" 7' - 0" 0' - 1 3/4" WD PT 1 HM PT 0 0
143 BUSINESS AND PLANS OPEN OFFICE + PLANS AND
BLUEPRINT AREA
G (Pair) 6' - 0" 7' - 0" 0' - 1 3/4" WD PT 1 HM PT 50 0 PANIC HARDWARE
144 REPRODUCTION MEDIA ROOM (PRINTER/COPY) F 3' - 0" 7' - 0" 0' - 1 3/4" WD PT 1 HM PT 0 0
145 DIVISION CHIEF F 3' - 0" 7' - 0" 0' - 1 3/4" WD PT 1 HM PT 45 0
146 NEC DIRECTOR F 3' - 0" 7' - 0" 0' - 1 3/4" WD PT 1 HM PT 50 0
147 EXECUTIVE CONFERENCE (24 PERSON) F 3' - 0" 7' - 0" 0' - 1 3/4" WD PT 1 HM PT 45 0 CLASSROOM
150A STORAGE BUILDING F 3' - 0" 7' - 0" 0' - 1 3/4" HM PT 1 HM PT 0 0
150B STORAGE BUILDING OC 12' - 0" 10' - 0" 0' - 2" STL PT 1 STL PT 0
150C STORAGE BUILDING F 3' - 0" 7' - 0" 0' - 1 3/4" HM PT 1 HM PT 0 0
W
2Q R
R
_C or r_ Fi na l_
Pl an s-
F
METAL
STOP
GLASS DTL @ DOOR
SCHED. DIM.
SC
HE
D.
D
IM
SCHED. DIM.
SC
HE
D.
D
IM
SCHED. DIM.SCHED. DIM.
SC
HE
D.
D
IM
SC
HE
D.
D
IM
3'- 6"
2'- 0"
6"
VA
RI
ES
6"
6" **
3'- 6"
VA
RI
ES
6"
6" VARIES 6" 6" VARIES 6"
FFE
SCHED. DIM.
SC
HE
D.
D
IM
VA
RI
ES
6"
6" VARIES 6"
N G 2G FG
FULL GLASSDOUBLE GLASSHALF GLASSNARROW LITEFLUSH
OVERHEAD COILING
SCHED. DIM.
SC
HE
D.
D
IM
COUNTER COILING DOOROVERHEAD SECTIONAL
SCHED. DIM.
U.
N.
O.
2'-
SC
HE
D.
D
IM
SCHED. DIM.
SC
HE
D.
D
IM
OS OC CC
SCHED. DIM.
U.
N.
O.
3'-
0 1 /2"
SC
HE
D.
D
IM
COUNTER GRILLE DOOR
CG
1S
AUTOMATIC SLIDING
(REFER PLAN FOR OPENING DIRECTION)
GENERAL NOTES:
1. WHERE POSSIBLE, DOOR ELEVATION TYPE
ABBREVIATIONS CONFORM TO ANSI DOCUMENT
A250.7-1997 - NOMENCLATURE FOR STANDARD
DOOR DESIGNS.
2. SEE THE DOOR + FRAME SCHEDULE FOR DOOR
MATERIAL(S).
3. GLAZING IN FIRE-RATED DOORS TO BE 1/4" FIRE
GLASS.
4. ALL INTERIOR GLAZING IS TO BE "TEMPERED", AND
ALL EXTERIOR GLAZING IS TO BE "BLAST-
RESISTANT" AS SPECIFIED, UNLESS OTHERWISE
NOTED.
SC
HE
D.
D
IM
SCHED. DIM.
(6 '-8
" M
IN
CL
EA
R
HE
IG
HT
1'-
0"
TY
P
W
PASS THRU AUTOMATIC SLIDING - BIPARTING
SCHED. DIM.
(6 '-8
" M
IN
CL
EA
R
HE
IG
HT
1'-
0"
TY
P
SC
HE
D.
D
IM
2S
U.
N .
O.
2'-
SC
HE
D.
D
IM
SCHED. DIM.
** GLASS LITE SIZE
VARIES, 4"x36" TYP.
PROVIDE 3"x33" AT
FIRE RATED
DOORS (UNLESS
TESTED AS A
COMPONENT OF
THE DOOR
ASSEMBLY, FOR
LESS THAN 90
MINUTE LABEL).
SCHED. DIM.
SC
HE
D.
D
IM
3'- 6"
VA
RI
ES
6"
6" VARIES 6"
GE
HALF GLASS
(EXTERIOR)
FFE
A
B
A
A
A
A
A
A
D
B
A
C C
C
D
C
D
SC
HE
D.
D
IM
4"
2"
DIM.
SCHED. 2"
NOTED OTHERWISE
1'-6"TYP. UNLESS
2"2"
DIM.
SCHED. 2"
NOTED OTHERWISE
1'-6"TYP. UNLESS
2"
VA
RI
ES
2"
2'- 6"
4"
2"
SC
HE
D.
D
IM
SC
HE
D.
D
IM
4"
2"
DIM.
SCHED. 2"
2"
SC
HE
D.
D
IM
2"
DIM.
SCHED. 2"
VA
RI
ES
2"
2'- 6"
4"
D
FFE
DOOR FRAME NOTES:
1. SEE SPECIFICATIONS FOR ALLOWABLE HOLLOW
METAL FRAME TYPES (WELDED, KNOCK-DOWN,
ETC.)
2. FRAME SECTIONS SHOWN APPLY AT HOLLOW
METAL FRAMES ONLY. WHERE ALUMINUM IS
SCHEDULED, PROVIDE A FRAME OF THE
SCHEDULED DEPTH, WITH FACE DIMENSIONS AS
SHOWN IN THE FRAME ELEVATION. ALUMINUM
FRAME SECTION TO BE THE MANUFACTURER'S
PROFILE AS SPECIFIED.
D D
A B C D
2" 5/8
2" VARIES 1 5/8"
1/2"
INT. STUD WALLS
WALL THICKNESS AT 1/2"
RE: DOOR SCHEDULE
FRAME DEPTH
2" VARIES 1 5/8"
1/2"
INT. STUD WALLS
WALL THICKNESS AT 1/2"
RE: DOOR SCHEDULE
FRAME DEPTH
1/2"
INT. STUD WALLS
WALL THICKNESS AT 1/2"
RE: DOOR SCHEDULE
FRAME DEPTH
RE: DOOR SCHEDULE
FRAME DEPTH
2" VARIES 1 5/8"
2" VARIES 1 5/8" 2" VARIES 1 5/8"
APPLIED
STOPS
APPLIED
STOP
5/8
SH
OW
N
AS
5/8
SH
OW
N
AS
5/8
4" 5/8
SHEET ID
U S
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B Y:
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N N
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3 5 7 9 11 13 15 17 19
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1/4" = 1'-0"
DOOR ELEVATIONS
3/8" = 1'-0"
DOOR FRAME ELEVATIONS
3" = 1'-0"
DOOR HOLLOW METAL FRAME PROFILES
SCALE:
2' - 0" 4' - 0" 8' - 0"
0' - 0 1/4" = 1' - 0"
SCALE:
0' - 3" 0' - 6" 1' - 0"
0' - 3" = 1' - 0"
SCALE:
2' - 0" 4' - 0" 8' - 0"
0' - 0 3/8" = 1' - 0"
W
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Pl an s-
4'
8" 3'
4"
2" 4'
4"
2"
4' - 0" 2" 3' - 8" 2"
5' - 4"
2" 5' - 0" 2"
2" 4'
4"
2"
4'
8" 3'
4"
3 4
2' - 0"
4'
0" 3'
0"
4'
8" 3'
4"
13' - 4"
2" 3' - 9" 2" 5' - 2" 2" 3' - 9" 2"
2" 4'
4"
2"
WINDOW GENERAL NOTES
1. EXTERIOR WINDOWS ARE CONCEPTUAL, REFER TO
UFC 1-200-02 PARAGRAPH 2-5.2
2. EXTERIOR WINDOWS SHALL BE PICTURE WINDOWS
3. EXTERIOR GLAZING SHALL BE TINTED
SCALE:
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
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N
B Y:
D
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N
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B
Y:
SU
BM
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D B
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D B
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AN
SI
D
IS
SU
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C O
N
TR
AC
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N O
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C
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AT
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N N
O
N
3 5 7 9 11 13 15 17 19
L
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G
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C
A
D
AT
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AR
K
D
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C R
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Pl ot
D at e:
2 4 6 8 10 12 14 16 18 20
P
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K
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F
D
B
2' - 0" 4' - 0" 8' - 0"
1/4" = 1' - 0"
US Army Corps of Engineers ®
N
ET
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1/4" = 1'-0"L1 WINDOW TYPE 1
FFE
1/4" = 1'-0"L8 WINDOW TYPE 3
1/4" = 1'-0"L11 WINDOW TYPE 4
1/4" = 1'-0"L4 WINDOW TYPE 2
W
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1 A 2 . 3 a
CORE TYPE
CORE HEIGHT
RATING
STC CLASSIFICATION
CORE WIDTH
LEGEND - PARTITION TYPES
CORE TYPE
1 METAL STUD WALL
2 METAL STUD SHAFT WALL
3 METAL STUD (1 SIDED GYP BD)
4 WOOD STUD WALL
5 WOOD STUD (1 SIDED GYP BD)
6 CMU
7 CONCRETE
CORE HEIGHT
A FULL HEIGHT (TO UNDERSIDE OF STRUCTURE)
B 6" ABOVE HIGHEST ADJACENT CEILING
C TO CEILING
D CUSTOM
R EXTENDS FROM BELOW RAISED ACCESS FLOOR
TO UNDERSIDE OF STRUCTURE
V VAULT WALLS (SEE RFP REQUIREMENTS FOR
VAULT CONSTRUCTION)
RATING
0 NON-RATED
1 1 HOUR
2 2 HOUR
3 3 HOUR
4 4 HOUR
H 1/2 HOUR
S SMOKE RATED
CORE WIDTH
.1 METAL STUD (1 5/8")
.2 METAL STUD (2 1/2")
.3 METAL STUD (3 5/8")
.4 METAL STUD (4") WOOD STUD (3 1/2")
CMU/CONCRETE (3 5/8")
.6 METAL STUD (6") WOOD STUD (5 1/2")
CMU/CONCRETE (5 5/8")
.8 METAL STUD (8") WOOD STUD (7 1/4")
CMU/CONCRETE (7 5/8")
.10 METAL STUD (10") WOOD STUD (9 1/4")
CMU/CONCRETE (9 5/8")
.12 WOOD STUD (11 1/4") CMU/CONCRETE (11 5/8")
STC CLASSIFICATION
.a STC 10 .b STC 20 .c STC 30 .d STC 40 .de STC 45 .e STC 50 .eb STC 52 .f STC 60 .g STC 65+
PARTITION TYPE 1A0
ROOF OR FLOOR DECK
CEILING AS SCHEDULED
WHERE OCCURS
FLOOR SYSTEM
5/8" GYPSUM BOARD AS
REQUIRED…
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