W912QR24R0052_CERTFinal_Plans-0002.pdf

PDF 14 MB Posted Oct 8, 2024

Attached to: Design-Build Construction of a Network Enterprise Center in Fort Hunter Liggett, CA
Solicitation number: W912QR24R0052
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

About this file

Written by GovTribe AI · Oct 8, 2024

This document appears to be the Final Certified Plans for the Design-Build Construction of a Network Enterprise Center in Fort Hunter Liggett, CA, under Solicitation Number W912QR24R0052. The solicitation is issued by the Department of the Army Corps of Engineers Engineering District Louisville.

The Final Certified Plans provide detailed technical specifications and requirements for the design and construction of the Network Enterprise Center facility. Key details include the scope of work, design criteria, construction materials and methods, and site infrastructure requirements. The plans also outline quality control processes, testing procedures, and documentation deliverables. This document is intended to serve as a comprehensive technical reference for offerors responding to the solicitation.

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Other files

File	Type	Posted
W912QR24R0052-0005.pdf	PDF	Nov 13, 2024
W912QR24R0052_Plans-0004.pdf	PDF	Nov 6, 2024
W912QR24R0052_Specs-0004.pdf	PDF	Nov 6, 2024
W912QR24R0052-0003.pdf	PDF	Oct 24, 2024
W912QR24R0052_CERTFinal_Specs_Vol1B-0002.pdf	PDF	Oct 8, 2024
W912QR24R0052_CERTFinal_Specs_Vol2-0002.pdf	PDF	Oct 8, 2024
W912QR24R0052_CERTFinal_Specs_Vol1A-0002.pdf	PDF	Oct 8, 2024
W912QR24R0052_CERTFinal_Specs_Vol1C-0002.pdf	PDF	Oct 8, 2024
W912QR24R0052-0001.pdf	PDF	Jul 15, 2024
W912QR24R0052_Corr_Final_Plans-0000.pdf	PDF	Jul 10, 2024
W912QR24R0052_Corr_Final_Specs-0000.pdf	PDF	Jul 10, 2024

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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

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Pl ot

D at e:

2 4 6 8 10 12 14 16 18 20

US Army Corps of Engineers ®

W O

R K

T H

U N

T, C

: 9

" 5

: 2

E, K

US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

PROJECT NO: 97212AR

P2: 509312

FOR OFFICIAL USE ONLY

:1 7:

G-001

C O

S H

LOUISVILLE DISTRICT

09/18/2024

FORT HUNTER LIGGETT, CA

NEC INFORMATION SYSTEMS BLDG

R N

U R

R .B

O N

D .W

2Q R

in al _P la ns

-0

ARIMS: 200A Disposition: Maintain for 15yrs after construction

08 October 2024

W912QR24R0052-0002

Oakland

CALIFORNIA

San Jose

NEVADA

Reno

Long Beach

Los Angeles

MEXICO

OREGON

ARIZONA

San Diego

Bakersfield

Sacramento

PACIFIC

OCEAN

PASO ROBLES

Fort Hunter Liggett

King City

WunpostLockwood

San Ardo

Bryson

Bee Rock

Hunter-Liggett

Jolon

G18

G14

G19

5mi 5km0198

101Pleyto

CANTONMENT

(Public Road)

G18 (Public Road)

SITE

Jolon Road

To King City

Nacimiento- FergussonRoad

R oute Tam pa

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

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US Army Corps of Engineers

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5, 2:

HAUL ROUTE

AFTER PASSING TROUGH THE MAIN GATE, PROCEED STRAIGHT ON

BRADLEY ROAD TO THE INTERSECTION OF BRADLEY ROAD AND

NORTH INFANTRY ROAD. TURN LEFT ON NORTH INFANTRY ROAD.

N A

N D

Y M

U S

C O

O F

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G-201

M . M

U R

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R . B

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NOT TO SCALE

LOCATION MAP

NOT TO SCALE

VICINITY MAP

NOT TO SCALE

2Q R

in al _P la ns

-0

ARIMS: 200A Disposition: Maintain for 15yrs after construction

NEC

BLDG 197

U E

INFANTRY ROAD

NEC

WAREHOUSE

SDMH

RIM 1053.20

INV 1049.76 8" W

SSMH

RIM 1053.30

INV 1050.15 6" E

INV 1050.21 6" W

SSMH

RIM 1054.34

INV 1051.23 6" N

INV 1051.17 6" E

INV 1051.09 6" W

SDMH 2.25

RIM 1056.74

INV 1053.58 6" E

INV 1053.49 18" W

SSMH

RIM 1056.48

INV 1053.90 4" N

INV 1053.57 4" E

SSMH

RIM 1058.60

INV 1052.38 6" NE

INV 1052.22 8" S

INV 1052.27 6" W

SSMH

RIM 1058.45

INV 1054.38 6" N

INV 1054.42 6" S

INV 1054.30 6" W

SSMH

RIM 1052.56

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

RIM 1055.00

INV 1051.74 6" N

INV 1051.71 6" E

INV 1051.65 6" W

SDMH

RIM 1054.90

INV 1051.95 6" N

INV 1051.83 8" E

SSMH

RIM

1084.73

INV 1083.25 TO TOP O

F 12" P

IPE

VLT

A/ C

TFMR

BFP

W T

BFP

T TF

VLT

COM COM COM COM COM COM COM

COM COM COM COM COM COM COM COM

C O

M C

O M

C O

M C

O M

C O

M C

O M

E E E

E E E E E E

E E

E E E E E E E E E E E E E E E

E E

E E E E E E

W W W

W W

W W W W

W W W W W W W

C O

W W

CO CO

E E

E E E STOP

STOP

COM COM COM

COM

8" SD

6" S

8" S

6" SS

6" S

S 6"

S S

4" S

6" SS

6" S

6" SS

6" S

S 6"

S S

8" SD

18" SD 6" SD

6" SS

MH-175

MH-100

MH-145

MH-105

W W

10541054

1075 10 80 10

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

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5, 2:

GENERAL SHEET NOTES

1. FIELD SURVEY PERFORMED 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.

6. IMAGERY PROVIDED BY BING MAPS. ESTIMATED DATE OF

IMAGE 01/2023. CONTRACTOR TO VERIFY EXISTING

CONDITIONS.

G C

O N

U S

C O

O F

R S

V-101

M . M

U R

R Y

R . B

O N

LEGEND

SANITARY SEWER LINE

STORM SEWER LINE

WATER MAIN

COMM LINE

ELECTRIC LINE

UNKNOWN UTILITY LINE

FENCE

40' 20' 0 40' 80' 120'

GRAPHIC SCALE: 1" = 40'

FULL SIZE SHEET 22"x34"

COMM

E E

6" SS

6" SD W

2Q R

in al _P la ns

-0

NEC

BLDG 197

NEC

WAREHOUSE

LAY

DOWN

STAGING

AREA

A/ C

TFMR

BFP

W T

BFP

T TF

VLT

COMM COMM COMM COMM COMM COMM COMM COMM COMM

COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

E E E

E E

E E E E E E E E E E E E E E E

E E

E E E E E E

W W W

W W W W W W W

C O

CO CO

STOP

COMM COMM COMM

COMM

8" SD

6" S

8" S

S 6"

S S

4" S

6" SS

6" S

6" SS

6" S

S 6"

S S

8" SD

18" SD 6" SD

6" SS

W W

6" SS

SSMH

RIM 1054.34

INV 1051.23 6" N

INV 1051.17 6" E

INV 1051.09 6" W

SSMH

RIM 1052.56

INV 1049.69 6" N

INV 1049.56 6" E

INV 1049.51 6" S

INV 1049.54 6" W

SSMH

RIM 1055.00

INV 1051.74 6" N

INV 1051.71 6" E

INV 1051.65 6" W

W W

W W W W

CO CO

E E

E E E

6" SS

C O

6" S

MH-105

MH-100

MH-175

SDMH

RIM 1053.20

INV 1049.76 8" W

SSMH

RIM 1053.30

INV 1050.15 6" E

INV 1050.21 6" W

SDMH 2.25

RIM 1056.74

INV 1053.58 6" E

INV 1053.49 18" W

SSMH

RIM 1056.48

INV 1053.90 4" N

INV 1053.57 4" E

SSMH

RIM 1058.60

INV 1052.38 6" NE

INV 1052.22 8" S

INV 1052.27 6" W

SSMH

RIM 1058.45

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

RIM 1083.22

INV 1078.95 6" NE

INV 1078.87 6" SW

SDMH

RIM 1054.90

INV 1051.95 6" N

INV 1051.83 8" E

SSMH

RIM

1084.73

INV 1083.25 TO TOP OF 12" P

IPE

W W

10541054

80 10

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

E, K Y

T N

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5, 2:

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"

N P

U S

C O

O F

R S

CD101

M . M

U R

R Y

R . B

O N

64.5

4 4

10 10

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.

LEGEND

BUILDING REMOVAL

BITUMINOUS SURFACE REMOVAL

TREE REMOVAL

UTILITY REMOVAL

FENCE REMOVAL

TREE REPLACEMENT

TREES REMOVED MUST BE REPLACED WITH THREE (3)

VALLEY OAK TREES PER TREE REMOVED. CONTAINER

SIZES REQUIRED FOR MITIGATION: THREE (3) - ONE (1)

GALLON MINIMUM, THREE (3) - FIVE (5) GALLON MINIMUM

AND THREE (3) - .FIFTEEN (15) GALLON MINIMUM FOR A

TOTAL NINE (9) REPLACEMENT TREES.

CONTRACTOR SHALL COORDINATE WITH FORT HUNTER

LIGGETT DPW AND NATURAL RESOURCES MANAGER FOR

LOCATION OF REPLACEMENT TREES.

2Q R

in al _P la ns

-0

D R

VEGETATED

DRAINAGE AREA

PROPOSED MAIN

BUILDING

AGGREGATE

PVMT.

AGGREGATE

PVMT.

AGGREGATE

PVMT.

CONC

SLAB

20'

GATE

CONC CURB

STAGING

AREA

5' G

20' MIN.

FIRE LANE

CONC CURB

U E

C O

N C

SLAB

E / V

O R

ROCK MULCH

CONC

AGGREGATE

PVMT.

SIDEWALK SIDEWALK

SIDEWALKSIDEWALK

ROCK MULCH

INFANTRY ROAD

C S

E / V

O R

VEGETATED DRAINAGE AREA

U N

9' T

20' TYP

'-0

213'-4"

R5'

42'

20' TYP

' T

15'

2'-0"

16'

'-3

2' 2'

R1 5'

12'-6"

15'

20'

R40'R40'

54'-3"

R15'

13'

R15

R10

' M

55'

R1 0'

R10

9' T

20'

R10'

8' -8

ROCK MULCH

A/ C

STOP

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

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5, 2:

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"

4 6

14 8

U S

C O

O F

R S

CS101

M . M

U R

R Y

R . B

O N

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.

4. ROCK MULCH SHALL BE WASHED, 3/4" - 2.5" LOCALLY

AVAILABLE MINERAL MULCH. CONTRACTOR TO CONFIRM

WITH CONTRACTING OFFICER ROCK MULCH MATERIAL IS

ACCEPTABLE PRIOR TO INSTALLATION.

5. SITE LAYOUT IS CONCEPTUAL ONLY.

LEGEND

AGGREGATE PAVEMENT

BITUMINOUS SURFACE

SIDEWALK

BOLLARDS WITH CONNECTING CHAINS

RAILING

2Q R

in al _P la ns

-0

E E

SAN SAN

W W W W W W

W W

WWWWWW

S SAN SAN

W W F F

COMM

COMMCOMM

VLT

A/ C

TFMR

BFP

W T

BFP

T TF

VLT

COMM COMM COMM COMM COMM COMM COMM COMM COMM

COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

E E E

E E E E E E

E E

E E E E E E E E E E E E E E E

E E

E E E E E E

W W W

W W W W W W W

C O

STOP

COMM COMM COMM

COMM

8" SD

6" S

8" S

S 6"

S S

4" S

6" SS

6" S

6" SS

6" S

S 6"

S S

8" SD

18" SD 6" SD

6" SS

MH-105

MH-100

MH-145

MH-175

SDMH

RIM 1053.20

INV 1049.76 8" W

SSMH

RIM 1053.30

INV 1050.15 6" E

INV 1050.21 6" W

SDMH 2.25

RIM 1056.74

INV 1053.58 6" E

INV 1053.49 18" W

SSMH

RIM 1056.48

INV 1053.90 4" N

INV 1053.57 4" E

SSMH

RIM 1058.60

INV 1052.38 6" NE

INV 1052.22 8" S

INV 1052.27 6" W

SSMH

RIM 1058.45

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

RIM 1083.22

INV 1078.95 6" NE

INV 1078.87 6" SW

SDMH

RIM 1054.90

INV 1051.95 6" N

INV 1051.83 8" E

SSMH

RIM

1084.73

INV 1083.25 TO TOP O

F 12" P

IPE

W W

10541054

1075 10 80 10

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

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5, 2:

COMMUNICATION

VAULT

40' 20' 0 40' 80' 120'

GRAPHIC SCALE: 1" = 40'

FULL SIZE SHEET 22"x34"

U S

C O

O F

R S

CU101

M . M

U R

R Y

R . B

O N

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.

4. UTILITY LAYOUT IS CONCEPTUAL ONLY.

F F

LEGEND

SANITARY LINE

WATER MAIN

FIRE WATER LINE

COMMUNICATION LINE

ELECTRIC LINE

F F

COMM

E E

SANSAN

2Q R

in al _P la ns

-0

A-201 L1

A-201 H1

A-201 A1

A-201 D1

J1 A-302

K1 A-301

J11 A-302

E1 A-301

A B C D E F G H I J

6B 11 6A

114 112

118A

123A

117B

108A

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"

/B1 A-111

/A1 A-112

135134

116 115

112114

129125

118 143

146144 145

126 127

135134

140 141 142

103108

C11 A-302

C1 A-302

CABLE VAULT

BELOW

3' - 6"

1" = 10'-0"F1 FIRST FLOOR PLAN

SCALE:

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Pl ot

D at e:

2 4 6 8 10 12 14 16 18 20

5' - 0" 10' - 0" 20' - 0"

1" = 10' - 0"

US Army Corps of Engineers ®

W O

R K

T H

U N

T, C

: 9

" 5

: 2

E, K

:1 6:

A-110

O O

R P

B O

U R

O U

R N

R . B

O N

D . W

ALA B

KEY PLAN

A B

KEY PLAN

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 867.74 SF

109 BREAK ROOM 374.28 SF

110 INFORMATION ASSURANCE OPEN

OFFICE

451.50 SF

111 IA TECHNICIAN WORKSPACE 249.47 SF

112 INFORMATION ASSURANCE DIVISION

CHIEF

120.21 SF

113 CAA CAFE 279.13 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 1308.27 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

18494.59 SF

2Q R

in al _P la ns

-0

K1 A-301

J11 A-302

E1 A-301

A B C D E F

6A 11

114 112

118A

123A

117B

123C

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" 7' - 0 7/8"

9' - 6" 10' - 0" 9 1/4"

40' - 0" 5' - 0" 63' - 0 3/4"

108' - 0 3/4"

8" 3'

0" 6'

2" 2'

1AS.3eb

1A1.3eb

1A0.3eb

1B0.3

1AS.3eb 1A0.3eb

1A0.3eb 1A0.3eb

1A0.3de1A0.3de

1A2.3eb

1A0.3eb

1A1.3eb1AS.3eb

/A1 A-112

NETWORK, SWITCH

TECHNICIANS OPEN

OFFICE

NETWORK AND SWITCH

DIVISION OPEN OFFICE

CAA CAFE

INFORMATION

ASSURANCE 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

1A0.3eb 1A0.3de

1B0.3

1A0.3eb

1AS.3

RECEIVING AREA

CLIMATE CONTROLLED

STORAGE

LAND MOBILE RADIO

TECHNICIAN SPACE

15' - 3" 7' - 0" 17' - 3"

18' - 0 1/8" 17' - 11 7/8" 8' - 10" 20' - 7" 17' - 11" 6' - 11 3/8" 17' - 3 5/8"

1A0.3eb

INFORMATION

ASSURANCE OPEN OFFICE

84' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 5' - 4" 4' - 0" 4' - 0"

C11 A-302

COMMUNICATION VAULT

BELOW

SHIP LADDER

1AS.3eb

1AS.3

1A1.3eb

1A0.3eb

1AS.3eb

1A0.3eb

1A1.3eb

1AS.3eb

1A0.3eb 1A2.3eb

1AS.3eb

1A0.3eb

1AS.3

1AS.3de

1AS.3eb

1A2.3eb

1AS.3de

1AS.3eb 1A0.3eb

1A1.3eb

COMMUNICATION

VAULT HATCH

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

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Pl ot

D at e:

2 4 6 8 10 12 14 16 18 20

4' - 0" 8' - 0" 16' - 0"

3/16" = 1' - 0"

US Army Corps of Engineers ®

W O

R K

T H

U N

T, C

: 9

" 5

: 2

E, K

:1 6:

A-111

R G

B O

U R

O U

R N

R . B

O N

D . W

3/16" = 1'-0"B1 ENLARGED FLOOR PLAN - AREA A A B

KEY PLAN

2Q R

in al _P la ns

-0

J1 A-302

K1 A-301

E1 A-301

F G H I J

105B

108A

5" 9'

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

1B0.3

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

M W

MECHANICAL

NURSING MOTHERS

COMMUNICATIONS

UNISEX RM

JAN.

CORRIDOR

103CORRIDOR

1A0.3de

1AS.3de

1A0.3de

1AS.3de

1A0.3de

1AS.3eb

1AS.3 1A0.3de

1A0.3de

1AS.3de

1A0.3de 1B0.3

1AS.3de

1A0.3de 1A0.3eb

1A0.3de

1A0.3eb

1AS.3

1A0.3eb

1A2.3eb

1A0.3eb

141 142

137 138136

134 135

1A0.3de

16' - 1" 15' - 11"

A-603 L11IA TECHNICIAN

WORKSPACE

CAA CAFE

EQUIPMENT STORAGE

FM-200

UPS ROOM B

UPS ROOM A

8" 4'

4" 4'

8" 5'

8" 4'

4" 4'

8" 4'

4" 4'

8" 5'

8" 4'

4" 4'

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

1A2.3eb

1AS.3eb

1A0.3de 1AS.3de

1AS.3eb

1A0.3de 1A0.3de

1A0.3de

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

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Pl ot

D at e:

2 4 6 8 10 12 14 16 18 20

4' - 0" 8' - 0" 16' - 0"

3/16" = 1' - 0"

US Army Corps of Engineers ®

W O

R K

T H

U N

T, C

: 9

" 5

: 2

E, K

:1 6:

A-112

R G

B O

U R

O U

R N

R . B

O N

D . W

3/16" = 1'-0"A1 ENLARGED FLOOR PLAN - AREA B

A B

KEY PLAN

2Q R

in al _P la ns

-0

M O S

J1 A-302

K1 A-301

J11 A-302

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"

10' - 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

/A1 A-117

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

M W

4 MECHANICAL

NURSING MOTHERS

COMMUNICATIONS

UNISEX RM

JAN.

CORRIDOR

EQUIPMENT STORAGE

9' - 0"9' - 0"

9' - 0" 9' - 0"

13' - 0"

C11 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)

EXPOSED STRUCTURE

1" = 10'-0"E1 OVERALL REFLECTED CEILING PLAN

SCALE:

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Pl ot

D at e:

2 4 6 8 10 12 14 16 18 20

5' - 0" 10' - 0" 20' - 0"

1" = 10' - 0"

US Army Corps of Engineers ®

W O

R K

T H

U N

T, C

: 9

" 5

: 2

E, K

:1 6:

A-115

G P

B O

U R

O U

R N

R . B

O N

D . W

ALA B

KEY PLAN

2Q R

in al _P la ns

-0

K1 A-301

J11 A-302

E1 A-301

A B C D E F

9' - 0" 9' - 0"

9' - 0" 9' - 0" 9' - 0"

10' - 0"

9' - 0"

9' - 0" 12' - 0"

9' - 0"

9' - 0"12' - 0"

9' - 0"

/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"

C11 A-302

9' - 0"

SCALE:

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Pl ot

D at e:

2 4 6 8 10 12 14 16 18 20

4' - 0" 8' - 0" 16' - 0"

3/16" = 1' - 0"

US Army Corps of Engineers ®

W O

R K

T H

U N

T, C

: 9

" 5

: 2

E, K

:1 6:

A-116

G P

B O

U R

O U

R N

R . B

O N

D . W

3/16" = 1'-0"B1 REFLECTED CEILING PLAN - AREA A

A B

KEY PLAN

2Q R

in al _P la ns

-0

J1 A-302

K1 A-301

E1 A-301

F G H I J

9' - 0"

9' - 0" 9' - 0"

9' - 0"

8' - 6"

9' - 0"

9' - 0" 9' - 0" 9' - 0"

9' - 0"

/B1 A-116

10' - 0"

VESTIBULE

BREAK ROOM

DESKTOP AND SERVICE

OFFICE

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

M W

MECHANICAL

NURSING MOTHERS

COMMUNICATIONS

UNISEX RM

JAN.

CORRIDOR

EQUIPMENT STORAGE

9' - 0"9' - 0"

9' - 0" 9' - 0"

C1 A-302

8' - 0" 8' - 0"

9' - 0" 9' - 0"

SCALE:

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Pl ot

D at e:

2 4 6 8 10 12 14 16 18 20

4' - 0" 8' - 0" 16' - 0"

3/16" = 1' - 0"

US Army Corps of Engineers ®

W O

R K

T H

U N

T, C

: 9

" 5

: 2

E, K

:1 6:

A-117

G P

B O

U R

O U

R N

R . B

O N

D . W

3/16" = 1'-0"A1 REFLECTED CEILING PLAN - AREA B

A B

KEY PLAN

2Q R

in al _P la ns

-0

A-201 L1

A-201 H1

A-201 D1

J1 A-302

K1 A-301

J11 A-302

E1 A-301

5/ 8"

3" / 1

217' - 7 5/8"

A B C D E F G H I J

3" / 1' - 0"

6' - 0"

C11 A-302

RIDGE

ROOF AREA A: 9,418 sf

ROOF AREA B: 9,418 sf

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

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

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Pl ot

D at e:

2 4 6 8 10 12 14 16 18 20

5' - 0" 10' - 0" 20' - 0"

1" = 10' - 0"

US Army Corps of Engineers ®

W O

R K

T H

U N

T, C

: 9

" 5

: 2

E, K

:1 7:

A-120

R O

O F

B O

U R

O U

R N

R . B

O N

D . W

ALA B

KEY PLAN

2Q R

in al _P la ns

-0

1ST FLOOR

0' - 0"

ROOF RIDGE

24' - 4"

EAVE

13' - 0"

J1 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

1ST FLOOR

0' - 0"

ROOF RIDGE

24' - 4"

EAVE

13' - 0"

K1 A-301

E1 A-301

E1 A-3011 2 3 4

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

E1 A-301

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

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

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

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Pl ot

D at e:

2 4 6 8 10 12 14 16 18 20

4' - 0" 8' - 0" 16' - 0"

1/8" = 1' - 0"

US Army Corps of Engineers ®

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A-201

G E

N S

B O

U R

O U

R N

R . B

O N

D . W

2Q R

in al _P la ns

-0

ROOF RIDGE

24' - 4"

T/FTG

-3' - 3 5/8"

EAVE

13' - 0"

J1 A-302

J11 A-302

A-303 A1

A B C D E F G H I J

C11 A-302

CORRIDOR

LOBBY

EXECUTIVE

CONFERENCE

(24

PERSON)

CORRIDOR

C1 A-302

CABLE VAULT

-10' - 0"

RECESSED FLOOR

-1' - 6"

1ST FLOOR

0' - 0"

ROOF RIDGE

24' - 4"

T/FTG

-3' - 3 5/8"

EAVE

13' - 0"

J1 A-302

J11 A-302

A B C D E F G H I J

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

CABLE VAULT

-10' - 0"

RECESSED FLOOR

-1' - 6"

1/8" = 1'-0"K1 BUILDING SECTION

1/8" = 1'-0"E1 BUILDING SECTION

SCALE:

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Pl ot

D at e:

2 4 6 8 10 12 14 16 18 20

4' - 0" 8' - 0" 16' - 0"

1/8" = 1' - 0"

US Army Corps of Engineers ®

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G S

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B O

U R

O U

R N

R . B

O N

D . W

2Q R

in al _P la ns

-0

ROOF RIDGE

24' - 4"

T/FTG

-3' - 3 5/8"

EAVE

13' - 0"

K1 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

RECESSED FLOOR

-1' - 6"

1ST FLOOR

0' - 0"

ROOF RIDGE

24' - 4"

T/FTG

-3' - 3 5/8"

EAVE

13' - 0"

K1 A-301

E1 A-301

3" 1'-0"

CLIMATE CONTROLLED

STORAGE

RECEIVING AREA

LAND MOBILE RADIO

TECHNICIAN SPACE

NETWORK, SWITCH

TECHNICIANS OPEN

OFFICE

CORRIDOR

3C11

RECESSED FLOOR

-1' - 6"

1ST FLOOR

0' - 0"

ROOF RIDGE

24' - 4"

T/FTG

-3' - 3 5/8"

EAVE

13' - 0"

K1 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"

CABLE VAULT

-10' - 0"

SHIP LADDER

CABLE VAULT HATCH

RECESSED FLOOR

-1' - 6"

1ST FLOOR

0' - 0"

ROOF RIDGE

24' - 4"

T/FTG

-3' - 3 5/8"

EAVE

13' - 0"

K1 A-301

E1 A-301

1 2 3 4

3" 1'-0"

ELECTRICAL

MALE RESTROOM W/

LOCKERS AND SHOWER

MALE RESTROOM W/

LOCKERS AND SHOWER

CORRIDOR

BREAK ROOM

109108A

RECESSED FLOOR

-1' - 6"

SCALE:

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Pl ot

D at e:

2 4 6 8 10 12 14 16 18 20

4' - 0" 8' - 0" 16' - 0"

1/8" = 1' - 0"

US Army Corps of Engineers ®

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G S

O N

B O

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O U

R N

R . B

O N

D . W

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

2Q R

in al _P la ns

-0

ROOF RIDGE

24' - 4"

T/FTG

-3' - 3 5/8"

EAVE

13' - 0"

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

RECESSED FLOOR

-1' - 6"

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

RECESSED FLOOR

-1' - 6"

1ST FLOOR

0' - 0"

T/FTG

-3' - 3 5/8"

EAVE

13' - 0"

RIGID-GRID ACCESS

FLOORING

CABLE VAULT

-10' - 0"

STRUCTURAL

CONCRETE

CABLE VAULT HATCH

RECESSED FLOOR

-1' - 6"

3/4" = 1'-0"A1 WALL SECTION

SCALE:

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Pl ot

D at e:

2 4 6 8 10 12 14 16 18 20

1' - 0" 2' - 0" 4' - 0"

3/4" = 1' - 0"

US Army Corps of Engineers ®

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O N

B O

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O U

R N

R . B

O N

D . W

3/4" = 1'-0"A7 WALL SECTION

3/4" = 1'-0"A14 WALL SECTION

2Q R

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-0

A-304 E1

A-304 A1

A-304 A8

A-304 E8

J15 A-304

E15 A-304

55' - 0"

4" 3'

0" 3'

150A

150B

150C

STORAGE BUILDING

LIF

A-304 E1

A-304 A1

A-304 A8

A-304 E8

J15 A-304

E15 A-304

2" / 1

RIDGE

56' - 0"

PREFINISHED METAL

GUTTER

PREFINISHED METAL

FASCIA

STANDING SEAM

METAL ROOF

PREFINISHED METAL

GUTTER

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

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

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

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

STORAGE FFE

0' - 0"

STORAGE EAVE

13' - 0"

150B

12' - 8"

SCALE:

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Pl ot

D at e:

2 4 6 8 10 12 14 16 18 20

4' - 0" 8' - 0" 16' - 0"

1/8" = 1' - 0"

US Army Corps of Engineers ®

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B O

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R N

R . B

O N

D . W

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

2Q R

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SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Pl ot

D at e:

2 4 6 8 10 12 14 16 18 20

US Army Corps of Engineers ®

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A-601

D O

O R

S C

B O

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R N

R . B

O N

D . W

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

2Q R

in al _P la ns

-0

METAL

STOP

GLASS DTL @ DOOR

SCHED. DIM.

SCHED. DIM.SCHED. DIM.

3'- 6"

2'- 0"

6" **

3'- 6"

6" VARIES 6" 6" VARIES 6"

FFE

SCHED. DIM.

6" VARIES 6"

N G 2G FG

FULL GLASSDOUBLE GLASSHALF GLASSNARROW LITEFLUSH

OVERHEAD COILING

SCHED. DIM.

COUNTER COILING DOOROVERHEAD SECTIONAL

SCHED. DIM.

2'-

SCHED. DIM.

OS OC CC

SCHED. DIM.

3'-

0 1 /2"

COUNTER GRILLE DOOR

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.

SCHED. DIM.

(6 '-8

" M

1'-

PASS THRU AUTOMATIC SLIDING - BIPARTING

SCHED. DIM.

(6 '-8

" M

1'-

N .

2'-

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.

3'- 6"

6" VARIES 6"

HALF GLASS

(EXTERIOR)

FFE

C C

DIM.

SCHED. 2"

NOTED OTHERWISE

1'-6"TYP. UNLESS

2"2"

DIM.

SCHED. 2"

NOTED OTHERWISE

1'-6"TYP. UNLESS

2'- 6"

DIM.

SCHED. 2"

DIM.

SCHED. 2"

2'- 6"

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

4" 5/8

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Pl ot

D at e:

2 4 6 8 10 12 14 16 18 20

US Army Corps of Engineers ®

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B O

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D . W

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"

2Q R

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-0

8" 3'

2" 4'

4' - 0" 2" 3' - 8" 2"

5' - 4"

2" 5' - 0" 2"

2" 4'

8" 3'

3 4

2' - 0"

0" 3'

8" 3'

13' - 4"

2" 3' - 9" 2" 5' - 2" 2" 3' - 9" 2"

2" 4'

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

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Pl ot

D at e:

2 4 6 8 10 12 14 16 18 20

2' - 0" 4' - 0" 8' - 0"

1/4" = 1' - 0"

US Army Corps of Engineers ®

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: 9

" 5

: 2

E, K

:1 7:

A-603

D O

W T

B O

U R

O U

R N

R . B

O N

D . W

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

2Q R

in al _P la ns

-0

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 FOR ASSEMBLY

5/8" GYPSUM BOARD AS

REQUIRED FOR ASSEMBLY

METAL STUDS AS SCHEDULED

BELOW AT 16" ON CENTER (SPACING

OF STUDS IS TYPICAL UNLESS NOTED

OTHERWISE ON PLANS)

DEFLECTION HEAD

SEALANT BOTH SIDES

SOUND BATT INSULATION @ STC

RATED PARTITIONS FULL HEIGHT

WALL PENETRATIONS

PARTITION TYPE 1B0

ROOF OR FLOOR DECK

CEILING AS SCHEDULED

WHERE OCCURS

BRACE TO STRUCTURE AT

48" ON CENTER IN

ALTERNATING DIRECTIONS

FLOOR SYSTEM

5/8" GYPSUM BOARD

METAL STUDS AS SCHEDULED

BELOW AT 16" ON CENTER (SPACING

OF STUDS IS TYPICAL UNLESS

NOTED OTHERWISE ON PLANS)

6" M

PARTITION TYPE 1A2

ROOF OR FLOOR DECK

CEILING AS SCHEDULED

WHERE OCCURS

WALL PENETRATIONS

FLOOR SYSTEM

2 LAYERS 5/8" GYPSUM BOARD

METAL STUDS AS SCHEDULED BELOW

AT 24" ON CENTER (SPACING OF

STUDS IS TYPICAL UNLESS NOTED

OTHERWISE ON PLANS)

SEALANT BOTH SIDES @ STC RATED

PARTITIONS AND SMOKE PARTITIONS

3 1/2" SOUND BATT INSULATION @ STC

RATED PARTITIONS FULL HEIGHT

SEALANT BOTH SIDES @ STC RATED

PARTITIONS AND SMOKE PARTITIONS

DEFLECTION HEAD

PARTITION TYPE 1A1

ROOF OR FLOOR DECK

CEILING AS SCHEDULED

WHERE OCCURS

WALL PENETRATIONS

FLOOR SYSTEM

5/8" GYPSUM BOARD AS

REQUIRED FOR ASSEMBLY

5/8" GYPSUM BOARD AS

REQUIRED FOR ASSEMBLY

METAL STUDS AS SCHEDULED BELOW

AT 16" ON CENTER (SPACING OF

STUDS IS TYPICAL UNLESS NOTED

OTHERWISE ON PLANS)

SEALANT BOTH SIDES

SOUND BATT INSULATION @ STC

RATED PARTITIONS FULL HEIGHT

SEALANT BOTH SIDES

DEFLECTION HEAD

PARTITION TYPE 1AS

ROOF OR FLOOR DECK

CEILING AS SCHEDULED

WHERE OCCURS

WALL PENETRATIONS

FLOOR SYSTEM

5/8" GYPSUM BOARD AS

REQUIRED FOR ASSEMBLY

5/8" GYPSUM BOARD AS

REQUIRED FOR ASSEMBLY

METAL STUDS AS SCHEDULED

BELOW AT 16" ON CENTER

(SPACING OF STUDS IS TYPICAL

UNLESS NOTED OTHERWISE ON

PLANS)

SEALANT BOTH SIDES

SOUND BATT INSULATION @ STC

RATED PARTITIONS FULL HEIGHT

SEALANT BOTH SIDES

DEFLECTION HEAD

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Pl ot

D at e:

2 4 6 8 10 12 14 16 18 20

US Army Corps of Engineers ®

W O

R K

T H

U N

T, C

: 9

" 5

: 2

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A-605

O N

B O

U R

O U

R N

R . B

O N

D . W

NOTES - PARTITIONS

1 NOT ALL PARTITION TYPES SHOWN HERE MAY BE

USED. REFER TO INTERIOR PARTITION SCHEDULE AND

PLANS FOR LOCATION AND TYPES OF EACH PARTITION.

2 PAINT CONTINUOUS 4" TALL, STENCILED LETTERS,

ABOVE CEILING, ON BOTH SIDES OF ALL FIRE AND

SMOKE WALLS DESIGNATING THE PARTITION RATING

INDICATED ON THE LIFE SAFETY PLAN.

3 REFER TO FINISH SCHEDULE FOR LOCATIONS OF ALL

WALL TILE. PROVIDE AND INSTALL CEMENTITIOUS

BACKER BOARD IN LIEU OF GWB AT ALL SCHEDULED

TILE LOCATIONS. UNLESS NOTED OTHERWISE, TILE

SHALL BE INSTALLED PER TILE COUNCIL OF AMERICA

LATEST STANDARDS FOR EACH TYPE OF BACKING

MATERIAL REPRESENTED IN WALL/PARTITION.

4 ALL SUSPENDED WALLS AND PARTITIONS SHALL HAVE

GWB WHICH EXTENDS A…

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File details come from the government source that posted it. Updated Oct 8, 2024.