WWYK263009_65 Drawings_Volume 1_Part6_Part1.pdf

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Bomber Agile Common Hangar; 4-Dock Hangar at Tinker Air Force Base
Solicitation number
W912BV25S0014
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About this file

These are architectural floor plan drawings for the Bomber Agile Common Hangar project at Tinker Air Force Base, showing detailed first and second floor layouts for Areas A through D. The drawings include specific room dimensions, locations, and designations for spaces like the main hangar bay, maintenance shops, offices, break rooms, storage areas, restrooms, and utility rooms. The plans also incorporate controlled area demarcations, air barrier specifications, and key architectural elements like stairwells, elevators, and emergency exits.

The drawings provide comprehensive technical details including wall types, door locations, structural columns, dimensions, and utilities placement. Notable features include tornado shelter areas, hazardous material storage, tool cribs, composite shops, and administrative spaces. The second floor primarily contains offices, conference rooms, and support spaces. The drawings include general notes covering construction requirements, material specifications, accessibility standards, and fire protection measures. All dimensions, room numbers, and architectural symbols follow standard architectural drawing conventions with detailed legends and keynotes explaining the various elements and requirements.

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Text version

UP

G1

A-301

D1

A-303

A1

A-302

A1

A-302

MECH

111 AIR

A 1/

A -1

A 1/

A -1

A 1/

A -1

A-802

A5

A-801

A1

EXIT PASSAGEWAY

S 1B

121123

118 H118

VEST

127A

SERVER

127D

PMD

LO STOR

ELEV

E1

STAIR

SB1

DOCK OFFICE

V E

S T

8CORRIDOR

118A

MENS

WOMENS

WELL

VEST.

BRK RM/TORNADO

SHELTER

125 M

125B

W

125C

FIRE

COMM

ELEC

7A

SA1A

JAN

VEST.

A 1/

A -1

A1/A-104

E

T

J

K

L

M

N

P

R

1.5

1.5

R.3

P.3

M.4

N.3

L.5

K.2

2.6

2.6

S

HSA1

7D

7B

E

STAIR

SA1

4A 3D

2A

3A

D1

A-301

1.6

CLOSET

125A

125A

A-401

A1

125C

125B

SA1

H128

AA

E125

E

5A8

A-402

C1

1'-4" 8" 11'-4"

E300

E300A

14'-9 1/2" 21'-7 1/2" 6'-4" 24'-8"

G1

A-303

FEB

FEB

FEB

2.3

2.3

A-802

H5

A8

A-805

FEC

2A

3J

3D

ESB

E128

DS

DS

DS

DS

DS

E

E114

DS

A-510

A1

A-510

D1

A-510

D4

A-510

A10

A-510

A4

A-510

G4

A-510

G10

A-510

A7 A-510

D7

A-511

D1

A-510

D10

2B

DS

A-511

A1 x-A-215E1

86'-0"

13'-4" 22'-8" 50'-0"

9 3/4" 12'-6 1/4" 15'-7" 7'-1" 2'-8" 3'-8" 9'-7" 5'-5 3/4" 1'-3 1/4" 22'-10" 3'-0" 1'-6"

2' -4

/4

'-4

0' -8

'-0

'-4

/4

2' -9

/4

'-8

/4

1' -6

/4

'-1 1"

5' -5

6'

-8

'-3

9'

-2

'-8

7'

-9

'-2

'-3

'-7

'-1 0"

'-0

5'

-5

1' -0

/4

'-0

7'

-4

/4

8' -8

6'

-4

6' -0

3'

-4

1' -4

84'-6"

17'-4" 67'-2"

9 3/4" 16'-6 1/4" 11'-7" 5'-9" 4'-0" 3'-8" 9'-7" 6'-9" 25'-10"

22 45 33.A1

2A 2B

5S.1

5S.1

'-0

4'

-4

'-4

3'

-4

6' -8

26 06 20.16 05 10 01

TYP.

7'-0" 6'-3 1/2" 14'-7" 5" 8'-8 3/4" 6'-9 3/4" 4 1/2" 10" 8'-3 1/2" 3'-9" 10'-4"

7/

8"

'-4

'-8

'-4

9' -6

'-7

/4

9' -5

/4

'-2

'-1

MATCHLINE

M A

T C

H L

IN

E

5S.1

26 06 20.16

21 11 19

13'-5 1/2" 23'-6" 4'-0"

22 14 19

08 34 16.B2

22 40 00.A8

22 14 19

08 34 16.D1

22 14 19

22 45 33.A1

26 06 20.16

22 40 00.A8

26 06 20.16

26 06 20.16

08 34 16.R0

'-1

0"

'-7

'-0

8'

-4

1' -1

4' -0

5'

-2

'-3

'-2

3' -9

'-0

1' -6

6' -0

6'

-4

'-1

'-4

4' -8

4'

-5

2' -7

4'

-1 0"

2' -3

2'

-9

3' -2

9'

-1 0"

26 06 20.16

26 06 20.16

26 12 00.A1

26 06 20.16

34 73 01

1'-6"

08 34 16.B2

34 73 02

18'-8" 3'-4"

8"

2' -0

'-0

'-0

'-0

DS

DS

DS

14'-7" 11" 3'-4" 23'-9 1/4"

4"

3C

47'-0" 45'-1 1/2"

2.9

2.9

R.5

MACH RM

5B

5B

5B

5B

4" 5'

-1

M.1

STAGGER PULLEYS AT BACKSIDE

OF HANGAR DOORS TO AVOID

STRUCTURAL BRACING

1' -7

3' -1

3.9

3.9

L.3

J.9

R.9 x-A-907

2' -0

3A

2A

D1

A-302

E111

A-611

A1

FLOOR PLAN GENERAL NOTES

1. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.

2. DIMENSIONS SHOWN ARE LOCATED TO EDGE OF SLAB,

EDGE OF CURB, CENTER LINE OF COLUMNS, FACE OF

STUD, UNO.

3. DIMENSIONS MARKED AS "CLR" DICTATES THE CLEAR

DIMENSION FROM FINISH TO FINISH

4. APPROVED FIRE EXTINGUISHERS MUST BE FURNISHED

AND INSTALLED BY G.C. AS REQUIRED BY LOCAL

AUTHORITY.

5. PROVIDE & INSTALL BROWN PAPER COVERING APPLIED

TO THE STOREFRONT GLAZING DURING FURNISHING.

6. PATCH & FIRESTOP GYP. BD. PARTITIONS AS REQUIRED

BY LOCAL CODES.

7. REFER TO BUILDING AND WALL SECTIONS FOR ALL

EXTERIOR WALL CONSTRUCTION.

8. REFER SHEET A-601 AND A-602 FOR PARTITION TYPES,

PARTITION TYPES SCHEDULE AND DETAILS.

9. REFER LS SHEET SERIES FOR FIRE PROTECTION/LIFE

SAFETY PLANS SHOWING LOCATION OF FIRE-RATED AND

SMOKE-RESISTANT PARTITIONS.

10. REFER TO I- SHEET SERIES AND IN100 SHEET SERIES

FOR FINISH SCHEDULE, FINISH PLANS, INTERIOR

ELEVATIONS, WALL PROTECTION SPECIALTIES (CORNER

GUARDS, CHAIR RAILS, ETC.).

11. REFER FF&E PACKAGE FOR FURNITURE, FIXTURES &

EQUIPMENT.

12. REFER A-600 SHEET SERIES FOR WINDOW AND CURTAIN

WALL FRAMES AND ELEVATIONS. INCLUDING WINDOWS

NOT VISIBLE ON THESE PLANS.

13. REFER TO A-200 SHEET SERIES DIMENSION PLANS FOR

ALL EXTERIOR, INTERIOR AND OPENING DIMENSIONS.

14. SEE SHEET A-606 FOR DOOR SCHEDULE.

15. ALL DOORS TO BE INSTALLED 4" CLEAR FROM ADJACENT

WALL ON HINGE SIDE, TYPICAL UNLESS NOTED

OTHERWISE OR DIMENSIONED.

16. ALL EXTERIOR DOORS SHALL SWING OUT WITH A

MINIMUM 110 DEGREE SWING FROM THE CLOSED

POSITION. ALL EXTERIOR DOORS SHALL HAVE WALL OR

FLOOR MOUNTED DOOR STOPS.

17. 3/4" FIRE-RETARDANT TREATED PLYWOOD BACKING 8'-0"

HIGH SHALL BE PROVIDED AND INSTALLED ON ALL

WALLS OF TELEPHONE AND ELECTRICAL ROOMS AS

REQUIRED UNLESS SPECIFICALLY SHOWN OTHERWISE

ON ELECTRICAL DRAWINGS.

18. COORDINATE LOCATION OF ANY CONTROL JOINTS NOT

SHOWN WITH THE CONTRACTING OFFICER PRIOR TO

INSTALLATION.

19. DISCONTINUE ALL DRYWALL ON INTERIOR FACE OF

EXTERIOR WALL AT ALL INTERSECTING WALLS, TYP.

20. WHERE FIRE RATED PARTITIONS INTERSECT WITH

LESSER RATED PARTITIONS OR NON-RATED

PARTITIONS, THE HIGHER RATED PARTITION IS TO

CONTINUE THROUGH THE INTERSECTION TO MAINTAIN

THE HIGHER RATING.

21. PROVIDE MASONRY EXPANSION JOINTS (EJ) WHERE

SHOWN ON PLANS AT BRICK VENEER, AND IN

ACCORDANCE WITH BRICK INDUSTRY ASSOCIATION

RECOMMENDATIONS.

22. PROVIDE MASONRY CONTROL JOINTS (CJ) WHERE

SHOWN ON PLANS AT CONCRETE MASONRY, IN

ACCORDANCE WITH STRUCTURAL DRAWINGS AND

REQUIREMENTS.

C

A B

D

AN

R P

M

E L

I

I R Y

N G

E S

I

D

NOT FOR

CONSTRUCTION

N

PLAN

NORTH

SCALE:

US Army Corps of Engineers

SHEET OF

SHEET ID

U S

A R

M Y

C O

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S O

F E

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S

D R

A W

N B

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D E

S

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N E

D B

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S U

B M

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T

E D

B Y

S

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E

C H

E C

K E

D B

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S

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D A

T E

C O

N T

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N O

S O

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A

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M A

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D E

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D A

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D A

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M A

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D E

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F

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H

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2 3 4 5 6 7 8 9 10 11 12

3817 NW EXPRESSWAY

SUITE 840

OKLAHOMA CITY, OK 73112

(405) 722-7270

Larson Design Group

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

1/8" = 1'-0"

KEYPLAN

A-102

F

IR

S T

F L O

O R

P L A

N

A R

E A

A

T

IN

K E

R A

IR

F

O R

C E

B A

S E

O

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T U

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A D

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T S

T R

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C O

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T R

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IO

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IV

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IO

N

E N

G

IN

E E

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IN

G B

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N C

H

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R

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L M

S N

A L L

A M

A L A

N O

W S

K I

N O

V E

M B

E R

W B

V -1

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-0

W B

V -2

-D

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D E

S

IG

N

B O

M B

E R

A G

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C O

M M

O N

H A

N G

A R

W W

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1/8" = 1'-0"A1

FIRST FLOOR - AREA A

KEY NOTES

05 10 01 STEEL COLUMN, RE: STRUCT.

08 34 16.B2 16" DIAMETER AGE PORTAL W/ INTERIOR

LOCKABLE DOOR TO MEET ATFP REQ.

08 34 16.D1 INTEGRATED PERSONNEL DOOR

08 34 16.R0 HANGAR DOOR CONTROL SWITCH, RE:

ELECTRICAL

21 11 19 FIRE-DEPARTMENT CONNECTIONS

22 14 19 SUMP PUMP DISCHARGE PIPING, RE: PLUMBING

22 40 00.A8 UTILITY SINK

22 45 33.A1 COMBINATION EMERGENCY EYEWASH AND

SHOWER

26 06 20.16 ELECTRICAL PANEL BOARD, RE: ELECTRICAL

26 12 00.A1 TRANSFORMER, RE: ELEC.

34 73 01 AIRCRAFT MAINTENANCE STAND (NIC)

34 73 02 AIRCRAFT MAINT. STAND ACCESS STAIRS (NIC)

D E

S

IG

N

/2

/2

A-401

A6

G1

A-301

COMPOSITE

VEST.

VEST.

CORRIDOR

E301

E

1A

E025

E026

E024

H018

H025

A 1/

A -1

A 1/

A -1

A 1/

A -1

A 1/

A -1

A1/A-105

E013

E014

E015

E016

E021

021B

021A

021C

H027

E028

CORRIDOR

DOCK OFFICE

FIRE

COMM

MECH

AIR

015A

ELEC

BRK RM/TORNADO

SHELTER

WELL

021A

W

021B

M

021C

CLOSET

(NDI)

021D

JAN

DLA/IPV

CORRIDOR

VEST.

E

6A E

5A

4' -0

021D

022 023

WOMENS

MENS

T

J

K

L

M

N

P

R

5 7

J.3

K.1

L.4

P.2

N.1

P.9

S

9D

9D

3A

50'-0"

24'-8" 21'-2" 2'-8"

24'-8" 21'-2"

2'-7 1/2" 4'-1" 3'-4" 14'-7 1/2" 16'-0 1/2" 6'-8"

9D

16'-2 1/2" 5'-10"

3A

AA4A

8'-0" 3'-4"

1'-4"

8'-0"

1'-4"

2'-8" 20'-1"

026A

H

5A

9D

5J

A-402

G5

E

1A

10'-1"

10'-0"

5K

DS

DS

DS

DS

DS

DS

9'-2" 6'-10 1/2" 6'-8"

A-802

H1

FEB

FEB

A1

A-303

A-511

D7

A-511

D4

A-511

G4

A-511

A4

A-205 G1

A-205 D1

34 73 02

DS

DS

1'-6" 1'-6" 17'-4" 5'-10" 23'-10"

22 14 1908 34 16.B2

22 14 26.19

22 45 33.A1

34 71 00.A3

34 71 00.A3

22 40 00.A8

34 71 00.A3

08 34 16.R0

26 06 20.16

22 40 00.A8

26 06 20.16

22 45 33.A1

22 40 00.A8

2'

-4

/4

2' -9

/4

'-8

'-5

'-0

2' -7

'-8

9"

'-5

'-2

8'

-3

'-9

1'

-8

'-6

5'

-1 1"

6' -5

'-4

'-0

'-7

'-0

7"

'-7

'-5

/2

8' -1

1/

2" 1'

-1

'-3

1' -7

3'

-4

2' -3

'-0

2' -4

4'

-5

4' -1

8'

-0

8' -1

1"

'-1 0"

3' -4

4'

-3

3' -2

'-3

'-3

4'

-9

4' -5

'-1 1"

3' -0

/8

2'

-9

3' -2

5'

-6

/8

3' -5

'-0

'-0

34 73 01

26 06 20.16

26 06 20.16

26 06 20.16

08 34 16.B2 08 34 16.D1

R.5

3' -4

'-0

3' -4

4'

-8

6' -4

5'

-4

6' -4

'-0

'-0

'-0

3' -4

'-8

8' -0

2'

-8

3' -4

8'

-0

8' -0

2'

-0

3' -4

4'

-4

3' -4

M.1

5.8

STAGGER PULLEYS AT BACKSIDE

OF HANGAR DOORS TO AVOID

STRUCTURAL BRACING

3' -9

9'

-0

[No Slope]

1/

/ 1

'-0

1/

/ 1

'-0

1/16" / 1'-0"

L.3

J.9

R.9

9D

FLOOR PLAN GENERAL NOTES

1. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.

2. DIMENSIONS SHOWN ARE LOCATED TO EDGE OF SLAB,

EDGE OF CURB, CENTER LINE OF COLUMNS, FACE OF

STUD, UNO.

3. DIMENSIONS MARKED AS "CLR" DICTATES THE CLEAR

DIMENSION FROM FINISH TO FINISH

4. APPROVED FIRE EXTINGUISHERS MUST BE FURNISHED

AND INSTALLED BY G.C. AS REQUIRED BY LOCAL

AUTHORITY.

5. PROVIDE & INSTALL BROWN PAPER COVERING APPLIED

TO THE STOREFRONT GLAZING DURING FURNISHING.

6. PATCH & FIRESTOP GYP. BD. PARTITIONS AS REQUIRED

BY LOCAL CODES.

7. REFER TO BUILDING AND WALL SECTIONS FOR ALL

EXTERIOR WALL CONSTRUCTION.

8. REFER SHEET A-601 AND A-602 FOR PARTITION TYPES,

PARTITION TYPES SCHEDULE AND DETAILS.

9. REFER LS SHEET SERIES FOR FIRE PROTECTION/LIFE

SAFETY PLANS SHOWING LOCATION OF FIRE-RATED AND

SMOKE-RESISTANT PARTITIONS.

10. REFER TO I- SHEET SERIES AND IN100 SHEET SERIES

FOR FINISH SCHEDULE, FINISH PLANS, INTERIOR

ELEVATIONS, WALL PROTECTION SPECIALTIES (CORNER

GUARDS, CHAIR RAILS, ETC.).

11. REFER FF&E PACKAGE FOR FURNITURE, FIXTURES &

EQUIPMENT.

12. REFER A-600 SHEET SERIES FOR WINDOW AND CURTAIN

WALL FRAMES AND ELEVATIONS. INCLUDING WINDOWS

NOT VISIBLE ON THESE PLANS.

13. REFER TO A-200 SHEET SERIES DIMENSION PLANS FOR

ALL EXTERIOR, INTERIOR AND OPENING DIMENSIONS.

14. SEE SHEET A-606 FOR DOOR SCHEDULE.

15. ALL DOORS TO BE INSTALLED 4" CLEAR FROM ADJACENT

WALL ON HINGE SIDE, TYPICAL UNLESS NOTED

OTHERWISE OR DIMENSIONED.

16. ALL EXTERIOR DOORS SHALL SWING OUT WITH A

MINIMUM 110 DEGREE SWING FROM THE CLOSED

POSITION. ALL EXTERIOR DOORS SHALL HAVE WALL OR

FLOOR MOUNTED DOOR STOPS.

17. 3/4" FIRE-RETARDANT TREATED PLYWOOD BACKING 8'-0"

HIGH SHALL BE PROVIDED AND INSTALLED ON ALL

WALLS OF TELEPHONE AND ELECTRICAL ROOMS AS

REQUIRED UNLESS SPECIFICALLY SHOWN OTHERWISE

ON ELECTRICAL DRAWINGS.

18. COORDINATE LOCATION OF ANY CONTROL JOINTS NOT

SHOWN WITH THE CONTRACTING OFFICER PRIOR TO

INSTALLATION.

19. DISCONTINUE ALL DRYWALL ON INTERIOR FACE OF

EXTERIOR WALL AT ALL INTERSECTING WALLS, TYP.

20. WHERE FIRE RATED PARTITIONS INTERSECT WITH

LESSER RATED PARTITIONS OR NON-RATED

PARTITIONS, THE HIGHER RATED PARTITION IS TO

CONTINUE THROUGH THE INTERSECTION TO MAINTAIN

THE HIGHER RATING.

21. PROVIDE MASONRY EXPANSION JOINTS (EJ) WHERE

SHOWN ON PLANS AT BRICK VENEER, AND IN

ACCORDANCE WITH BRICK INDUSTRY ASSOCIATION

RECOMMENDATIONS.

22. PROVIDE MASONRY CONTROL JOINTS (CJ) WHERE

SHOWN ON PLANS AT CONCRETE MASONRY, IN

ACCORDANCE WITH STRUCTURAL DRAWINGS AND

REQUIREMENTS.

C

A B

D

AN

R P

M

E L

I

I R Y

N G

E S

I

D

NOT FOR

CONSTRUCTION

N

PLAN

NORTH

SCALE:

US Army Corps of Engineers

SHEET OF

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

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K E

D B

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S

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D A

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C O

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R K

D E

S C

R

IP

T

IO

N

D A

T E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

A

B

C

D

E

F

G

H

J

2 3 4 5 6 7 8 9 10 11 12

3817 NW EXPRESSWAY

SUITE 840

OKLAHOMA CITY, OK 73112

(405) 722-7270

Larson Design Group

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

1/8" = 1'-0"

KEYPLAN

A-103

F

IR

S T

F L O

O R

P L A

N

A R

E A

B

T

IN

K E

R A

IR

F

O R

C E

B A

S E

O

K

T U

L S

A D

IS

T

R

IC

T E

S

T S

T R

E E

T T

U L S

A O

K

-4

E N

G

IN

E E

R

IN

G

C O

N S

T R

U C

T

IO

N D

IV

IS

IO

N

E N

G

IN

E E

R

IN

G B

R A

N C

H

R S

IL

E

R

R U

L M

S N

A L L

A M

A L A

N O

W S

K I

N O

V E

M B

E R

W B

V -1

-D

-0

W B

V -2

-D

-0

D E

S

IG

N

B O

M B

E R

A G

IL

E

C O

M M

O N

H A

N G

A R

W W

Y K

1/8" = 1'-0"A1

FIRST FLOOR - AREA B

KEY NOTES

08 34 16.B2 16" DIAMETER AGE PORTAL W/ INTERIOR

LOCKABLE DOOR TO MEET ATFP REQ.

08 34 16.D1 INTEGRATED PERSONNEL DOOR

08 34 16.R0 HANGAR DOOR CONTROL SWITCH, RE:

ELECTRICAL

22 14 19 SUMP PUMP DISCHARGE PIPING, RE: PLUMBING

22 14 26.19 FACILITY TRENCH DRAINS

22 40 00.A8 UTILITY SINK

22 45 33.A1 COMBINATION EMERGENCY EYEWASH AND

SHOWER

26 06 20.16 ELECTRICAL PANEL BOARD, RE: ELECTRICAL

34 71 00.A3 CONCRETE-FILLED STEEL PIPE BOLLARD (TYP.

OF 4 AT EA. DOOR)

34 73 01 AIRCRAFT MAINTENANCE STAND (NIC)

34 73 02 AIRCRAFT MAINT. STAND ACCESS STAIRS (NIC)

D E

S

IG

N

/2

STAIR

SC1

KITTING

104B

TOOL CRIB

DOCK OFFICE

CORRIDOR

HAZ STOR

HAZ WSTE

102A

D1

A-303

D1

A-303

A1

A-302

A1

A-302

A1

A-301

E302

E302A

H105

FOM STORAGE

A 1/

A -1

A 1/

A -1

A 1/

A -1

A-802

A1

G1

A-302

PSC

TC OFFICE

104C

TC OPEN OFF.

104D

COMPOSITE

104A

T O

O L

C H

E C

K O

U T

CORRIDOR

100A

VEST.

5'-4"

1'-4"

2'-4"

4" 1'-4"

8'-8"

1'-4"

A

B

C

D

E

F

G

H

J

42 3.51.5 2.8

G.9

F.8

E.7

C.6

D.7

H

3B

H

5A

E105 E

5A

100 H100

H

H

1A

H

104C

H

3A

8' -8

'-0

8"8" 2'

-0

9' -4

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

A 1/

A -1

AMT

104E

10'-6 1/2" 3'-4" 2'-0" 3'-4" 14'-0" 3'-4" 6'-8"

21'-4" 8" 7'-8" 5'-4" 12'-0"

E

E

4A

E

E

9D

9D

9D

9D

G1

A-303

44'-9" 10'-0"

DS

DS

DS

DS

DS

FEB

FEB

3C

107 108SC1

A8

A-805

5B9D9D5B

5S.1

FOM OFF.

101A

8'-8"

3D

DS

DS

A-511

G1

1'-4"3'-4" 16'-0"

5K

9D

9D

A-207 E1

A-207 A1

A-212 A1

A-212 E1 x-A-2151

2'

-3

/4

'-4

0' -0

'-1

3/ 4"

'-5

1'

-7

'-1

0" 5'

-1 1"

'-6

'-3

'-2

'-1

'-4

'-1 1"

'-6

'-5

'-8

2'

-8

/4

8' -3

/8

'-4

6' -8

'-0

'-8

'-0

'-4

'-1

/2

'-1

7/ 8"

1' -6

3'

-4

2' -6

5'

-7

/4

'-0

" 1' -6

4' -4

3' -0

/2

4' -7

/2

1' -1

3' -7

3'

-4

4' -6

2'

-3

5' -3

8'

-4

2' -7

7'

-0

'-8

/2

1/ 2"

'-3

8"

4' -4

8'

-1 0"

4' -2

3'

-0

4' -5

3'

-1

3' -6

'-0

2' -0

3'

-4

3' -8

3"

'-0

'-0

68'-8"

8'-8" 10'-0" 50'-0"

11'-7" 3'-6" 11'-10 1/4" 13'-11 3/4" 1'-6"

20'-2 1/2" 14'-9 1/4"

1'-8 3/4"

2'-2 3/4"

1'-3 1/4"

11'-10 1/4" 10'-11 3/4" 3'-0"

26 06 20.16

34 71 00.A3

22 45 33.A1

22 40 00.A8

26 06 20.16

22 40 00.A8

22 45 33.A1

26 06 20.16

34 71 00.A3

22 40 00.A8

22 14 26.19

34 73 01

26 06 20.16

26 06 20.16

22 14 19 08 34 16.B2 08 34 16.B208 34 16.D1

08 34 16.R0

9'-9" 16'-6"

2.9

34'-1"

STAGGER PULLEYS AT BACKSIDE

OF HANGAR DOORS TO AVOID

STRUCTURAL BRACING

3.9

1'-6"

9D

8A 8A

2' -8

23 00 00.E1

9D

D1

A-302

9D

9D

5B

5B

3' -4

3'

-4

9' -0

4'

-4

4' -5

/4

"2' -6

/4

6'

-0

4' -1

3/

4" 9'

-0

/4

6' -0

2'

-0

3' -4

3'

-0

'-0

2'

-8

6' -0

2'

-0

6' -0

2'

-5

/4

'-6

'-0

2' -2

6'

-6

/4

'-0

1'

-0 "3

'-4 "1

'-0 "2'

-8

6' -0

2'

-0

6' -0

2'

-0

6' -0

2'

-3

/4

FLOOR PLAN GENERAL NOTES

1. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.

2. DIMENSIONS SHOWN ARE LOCATED TO EDGE OF SLAB,

EDGE OF CURB, CENTER LINE OF COLUMNS, FACE OF

STUD, UNO.

3. DIMENSIONS MARKED AS "CLR" DICTATES THE CLEAR

DIMENSION FROM FINISH TO FINISH

4. APPROVED FIRE EXTINGUISHERS MUST BE FURNISHED

AND INSTALLED BY G.C. AS REQUIRED BY LOCAL

AUTHORITY.

5. PROVIDE & INSTALL BROWN PAPER COVERING APPLIED

TO THE STOREFRONT GLAZING DURING FURNISHING.

6. PATCH & FIRESTOP GYP. BD. PARTITIONS AS REQUIRED

BY LOCAL CODES.

7. REFER TO BUILDING AND WALL SECTIONS FOR ALL

EXTERIOR WALL CONSTRUCTION.

8. REFER SHEET A-601 AND A-602 FOR PARTITION TYPES,

PARTITION TYPES SCHEDULE AND DETAILS.

9. REFER LS SHEET SERIES FOR FIRE PROTECTION/LIFE

SAFETY PLANS SHOWING LOCATION OF FIRE-RATED AND

SMOKE-RESISTANT PARTITIONS.

10. REFER TO I- SHEET SERIES AND IN100 SHEET SERIES

FOR FINISH SCHEDULE, FINISH PLANS, INTERIOR

ELEVATIONS, WALL PROTECTION SPECIALTIES (CORNER

GUARDS, CHAIR RAILS, ETC.).

11. REFER FF&E PACKAGE FOR FURNITURE, FIXTURES &

EQUIPMENT.

12. REFER A-600 SHEET SERIES FOR WINDOW AND CURTAIN

WALL FRAMES AND ELEVATIONS. INCLUDING WINDOWS

NOT VISIBLE ON THESE PLANS.

13. REFER TO A-200 SHEET SERIES DIMENSION PLANS FOR

ALL EXTERIOR, INTERIOR AND OPENING DIMENSIONS.

14. SEE SHEET A-606 FOR DOOR SCHEDULE.

15. ALL DOORS TO BE INSTALLED 4" CLEAR FROM ADJACENT

WALL ON HINGE SIDE, TYPICAL UNLESS NOTED

OTHERWISE OR DIMENSIONED.

16. ALL EXTERIOR DOORS SHALL SWING OUT WITH A

MINIMUM 110 DEGREE SWING FROM THE CLOSED

POSITION. ALL EXTERIOR DOORS SHALL HAVE WALL OR

FLOOR MOUNTED DOOR STOPS.

17. 3/4" FIRE-RETARDANT TREATED PLYWOOD BACKING 8'-0"

HIGH SHALL BE PROVIDED AND INSTALLED ON ALL

WALLS OF TELEPHONE AND ELECTRICAL ROOMS AS

REQUIRED UNLESS SPECIFICALLY SHOWN OTHERWISE

ON ELECTRICAL DRAWINGS.

18. COORDINATE LOCATION OF ANY CONTROL JOINTS NOT

SHOWN WITH THE CONTRACTING OFFICER PRIOR TO

INSTALLATION.

19. DISCONTINUE ALL DRYWALL ON INTERIOR FACE OF

EXTERIOR WALL AT ALL INTERSECTING WALLS, TYP.

20. WHERE FIRE RATED PARTITIONS INTERSECT WITH

LESSER RATED PARTITIONS OR NON-RATED

PARTITIONS, THE HIGHER RATED PARTITION IS TO

CONTINUE THROUGH THE INTERSECTION TO MAINTAIN

THE HIGHER RATING.

21. PROVIDE MASONRY EXPANSION JOINTS (EJ) WHERE

SHOWN ON PLANS AT BRICK VENEER, AND IN

ACCORDANCE WITH BRICK INDUSTRY ASSOCIATION

RECOMMENDATIONS.

22. PROVIDE MASONRY CONTROL JOINTS (CJ) WHERE

SHOWN ON PLANS AT CONCRETE MASONRY, IN

ACCORDANCE WITH STRUCTURAL DRAWINGS AND

REQUIREMENTS.

C

A B

D

AN

R P

M

E L

I

I R Y

N G

E S

I

D

NOT FOR

CONSTRUCTION

N

PLAN

NORTH

SCALE:

US Army Corps of Engineers

SHEET OF

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

X

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

M A

R K

D E

S C

R

IP

T

IO

N

D A

T E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

A

B

C

D

E

F

G

H

J

2 3 4 5 6 7 8 9 10 11 12

3817 NW EXPRESSWAY

SUITE 840

OKLAHOMA CITY, OK 73112

(405) 722-7270

Larson Design Group

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

1/8" = 1'-0"

KEYPLAN

A-104

F

IR

S T

F L O

O R

P L A

N

A R

E A

C

T

IN

K E

R A

IR

F

O R

C E

B A

S E

O

K

T U

L S

A D

IS

T

R

IC

T E

S

T S

T R

E E

T T

U L S

A O

K

-4

E N

G

IN

E E

R

IN

G

C O

N S

T R

U C

T

IO

N D

IV

IS

IO

N

E N

G

IN

E E

R

IN

G B

R A

N C

H

R S

IL

E

R

R U

L M

S N

A L L

A M

A L A

N O

W S

K I

N O

V E

M B

E R

W B

V -1

-D

-0

W B

V -2

-D

-0

D E

S

IG

N

B O

M B

E R

A G

IL

E

C O

M M

O N

H A

N G

A R

W W

Y K

1/8" = 1'-0"A1

FIRST FLOOR - AREA C

KEY NOTES

08 34 16.B2 16" DIAMETER AGE PORTAL W/ INTERIOR

LOCKABLE DOOR TO MEET ATFP REQ.

08 34 16.D1 INTEGRATED PERSONNEL DOOR

08 34 16.R0 HANGAR DOOR CONTROL SWITCH, RE:

ELECTRICAL

22 14 19 SUMP PUMP DISCHARGE PIPING, RE: PLUMBING

22 14 26.19 FACILITY TRENCH DRAINS

22 40 00.A8 UTILITY SINK

22 45 33.A1 COMBINATION EMERGENCY EYEWASH AND

SHOWER

23 00 00.E1 MECHANICAL EQUIPMENT, RE: MECH.

26 06 20.16 ELECTRICAL PANEL BOARD, RE: ELECTRICAL

34 71 00.A3 CONCRETE-FILLED STEEL PIPE BOLLARD (TYP.

OF 4 AT EA. DOOR)

34 73 01 AIRCRAFT MAINTENANCE STAND (NIC)

D E

S

IG

N

/2

C J

SHEET METAL

TIRE (OPEN) SHOP

ENGINE SHOP

LANDING GEAR SHOP

CORRIDOR

VEST.

DOCK OFFICE

A1

A-301

E303

E303A

H001 002

H003

H004

H005

H006

A 1/

A -1

A 1/

A -1

A 1/

A -1

H

4A H

3A

10'-0"

G1

A-302

50'-0"

E002

H

5A H

6A

H

7A

CORRIDOR

MENS

WOMENS

JAN

009 011

E007

E005

E006

E003

E004

E

5A E

3A

E

4A

E

7A

4' -0

H007

A

B

C

D

E

F

G

H

J

5 7

B.4

C.8

D.8

E.8

G.1

H.1

17'-2" 27'-7"

9D

9D

9D

9D

9D

9D

5B9D

A-402

G1

DS

DS

DS

DS

DS

DS

DS

FEB

FEB

5K

5K

2'-8"

A1

A-303

A-511

A7

A-205 A1

A-210 E1

A-210 A1

2'

-3

/4

2' -8

/4

'-8

9' -7

'-1 0"

'-2

6'

-3

'-4

5'

-1

'-1

1" 6'

-6

'-5

'-7

2' -1

'-4

'-0

3'

-4

'-8

'-0

2' -0

"3 '-4

'-8

'-0

2'

-0

3' -4

'-8

'-0

2'

-0

3' -4

'-8

'-0

2'

-0

4' -4

'-4

3' -4

2'

-0

'-0

3/ 4"

1' -0

3' -8

3'

-4

'-1

2'

-3

'-0

2'

-0

3' -4

4'

-6

4' -8

1' -0

'-0

2'

-0 "3

'-4

1' -7

8'

-1 1"

'-0

2'

-0

3' -4

'-0

'-0

2'

-0

3' -4

'-9

4' -9

8'

-4

8' -0

3'

-8

3' -4

2'

-0

'-0

9"

08 34 16.D1 22 14 1908 34 16.B2 08 34 16.B2

34 73 01

26 06 20.16

34 71 00.A3

22 45 33.A1

34 71 00.A3

22 40 00.A8

34 71 00.A3

08 33 23

26 06 20.16

22 40 00.A8

22 40 00.A8

22 45 33.A1

26 06 20.16

34 71 00.A3

1'-6" 24'-8" 21'-2" 2'-8"

1'-6" 47'-0"

22 40 00.A8

22 40 00.A8

34 71 00.A3

34 71 00.A3

34 71 00.A3

34 71 00.A3

6'-8" 3'-4" 7'-2" 8'-2" 12'-0" 7'-5"

26 06 20.16

26 06 20.16

08 34 16.R0

22 40 00.A8

2' -8

'-4

/2

'-7

'-2

/2

'-0

'-1

'-8

6' -1

1"

5.8

STAGGER PULLEYS AT BACKSIDE

OF HANGAR DOORS TO AVOID

STRUCTURAL BRACING

18'-10" 5'-10" 21'-2"

5K

E

6A

FLOOR PLAN GENERAL NOTES

1. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.

2. DIMENSIONS SHOWN ARE LOCATED TO EDGE OF SLAB,

EDGE OF CURB, CENTER LINE OF COLUMNS, FACE OF

STUD, UNO.

3. DIMENSIONS MARKED AS "CLR" DICTATES THE CLEAR

DIMENSION FROM FINISH TO FINISH

4. APPROVED FIRE EXTINGUISHERS MUST BE FURNISHED

AND INSTALLED BY G.C. AS REQUIRED BY LOCAL

AUTHORITY.

5. PROVIDE & INSTALL BROWN PAPER COVERING APPLIED

TO THE STOREFRONT GLAZING DURING FURNISHING.

6. PATCH & FIRESTOP GYP. BD. PARTITIONS AS REQUIRED

BY LOCAL CODES.

7. REFER TO BUILDING AND WALL SECTIONS FOR ALL

EXTERIOR WALL CONSTRUCTION.

8. REFER SHEET A-601 AND A-602 FOR PARTITION TYPES,

PARTITION TYPES SCHEDULE AND DETAILS.

9. REFER LS SHEET SERIES FOR FIRE PROTECTION/LIFE

SAFETY PLANS SHOWING LOCATION OF FIRE-RATED AND

SMOKE-RESISTANT PARTITIONS.

10. REFER TO I- SHEET SERIES AND IN100 SHEET SERIES

FOR FINISH SCHEDULE, FINISH PLANS, INTERIOR

ELEVATIONS, WALL PROTECTION SPECIALTIES (CORNER

GUARDS, CHAIR RAILS, ETC.).

11. REFER FF&E PACKAGE FOR FURNITURE, FIXTURES &

EQUIPMENT.

12. REFER A-600 SHEET SERIES FOR WINDOW AND CURTAIN

WALL FRAMES AND ELEVATIONS. INCLUDING WINDOWS

NOT VISIBLE ON THESE PLANS.

13. REFER TO A-200 SHEET SERIES DIMENSION PLANS FOR

ALL EXTERIOR, INTERIOR AND OPENING DIMENSIONS.

14. SEE SHEET A-606 FOR DOOR SCHEDULE.

15. ALL DOORS TO BE INSTALLED 4" CLEAR FROM ADJACENT

WALL ON HINGE SIDE, TYPICAL UNLESS NOTED

OTHERWISE OR DIMENSIONED.

16. ALL EXTERIOR DOORS SHALL SWING OUT WITH A

MINIMUM 110 DEGREE SWING FROM THE CLOSED

POSITION. ALL EXTERIOR DOORS SHALL HAVE WALL OR

FLOOR MOUNTED DOOR STOPS.

17. 3/4" FIRE-RETARDANT TREATED PLYWOOD BACKING 8'-0"

HIGH SHALL BE PROVIDED AND INSTALLED ON ALL

WALLS OF TELEPHONE AND ELECTRICAL ROOMS AS

REQUIRED UNLESS SPECIFICALLY SHOWN OTHERWISE

ON ELECTRICAL DRAWINGS.

18. COORDINATE LOCATION OF ANY CONTROL JOINTS NOT

SHOWN WITH THE CONTRACTING OFFICER PRIOR TO

INSTALLATION.

19. DISCONTINUE ALL DRYWALL ON INTERIOR FACE OF

EXTERIOR WALL AT ALL INTERSECTING WALLS, TYP.

20. WHERE FIRE RATED PARTITIONS INTERSECT WITH

LESSER RATED PARTITIONS OR NON-RATED

PARTITIONS, THE HIGHER RATED PARTITION IS TO

CONTINUE THROUGH THE INTERSECTION TO MAINTAIN

THE HIGHER RATING.

21. PROVIDE MASONRY EXPANSION JOINTS (EJ) WHERE

SHOWN ON PLANS AT BRICK VENEER, AND IN

ACCORDANCE WITH BRICK INDUSTRY ASSOCIATION

RECOMMENDATIONS.

22. PROVIDE MASONRY CONTROL JOINTS (CJ) WHERE

SHOWN ON PLANS AT CONCRETE MASONRY, IN

ACCORDANCE WITH STRUCTURAL DRAWINGS AND

REQUIREMENTS.

C

A B

D

AN

R P

M

E L

I

I R Y

N G

E S

I

D

NOT FOR

CONSTRUCTION

N

PLAN

NORTH

SCALE:

US Army Corps of Engineers

SHEET OF

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

X

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

M A

R K

D E

S C

R

IP

T

IO

N

D A

T E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

A

B

C

D

E

F

G

H

J

2 3 4 5 6 7 8 9 10 11 12

3817 NW EXPRESSWAY

SUITE 840

OKLAHOMA CITY, OK 73112

(405) 722-7270

Larson Design Group

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

1/8" = 1'-0"

KEYPLAN

A-105

F

IR

S T

F L O

O R

P L A

N

A R

E A

D

T

IN

K E

R A

IR

F

O R

C E

B A

S E

O

K

T U

L S

A D

IS

T

R

IC

T E

S

T S

T R

E E

T T

U L S

A O

K

-4

E N

G

IN

E E

R

IN

G

C O

N S

T R

U C

T

IO

N D

IV

IS

IO

N

E N

G

IN

E E

R

IN

G B

R A

N C

H

R S

IL

E

R

R U

L M

S N

A L L

A M

A L A

N O

W S

K I

N O

V E

M B

E R

W B

V -1

-D

-0

W B

V -2

-D

-0

D E

S

IG

N

B O

M B

E R

A G

IL

E

C O

M M

O N

H A

N G

A R

W W

Y K

1/8" = 1'-0"A1

FIRST FLOOR - AREA D

KEY NOTES

08 33 23 OVERHEAD COILING DOORS

08 34 16.B2 16" DIAMETER AGE PORTAL W/ INTERIOR

LOCKABLE DOOR TO MEET ATFP REQ.

08 34 16.D1 INTEGRATED PERSONNEL DOOR

08 34 16.R0 HANGAR DOOR CONTROL SWITCH, RE:

ELECTRICAL

22 14 19 SUMP PUMP DISCHARGE PIPING, RE: PLUMBING

22 40 00.A8 UTILITY SINK

22 45 33.A1 COMBINATION EMERGENCY EYEWASH AND

SHOWER

26 06 20.16 ELECTRICAL PANEL BOARD, RE: ELECTRICAL

34 71 00.A3 CONCRETE-FILLED STEEL PIPE BOLLARD (TYP.

OF 4 AT EA. DOOR)

34 73 01 AIRCRAFT MAINTENANCE STAND (NIC)

D E

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IG

N

/2

DN

A-201 F1

A-202 F1

A-201 C1

A-202 C1

SFTWR

SCHED OFF

MECH

BRK

AMXS

OFFICE

209A

OFFICE

209B

G1

A-301

D1

A-303

A1

A-302

A1

A-301

OFFICE

202I

OFFICE

202J

COLLAB

202K

OPEN OFFICE

ELEC

CONF

218J

COMM

M

A1/A-107

A1/A-108

A1/A-107

G1

A-302

W

COPY/FILE

202G

CTR TRNG

STAIR

SC2

ELEV

E2

COPY

218H

OFFICE

218A

OFFICE

218B

OFFICE

218C

OFFICE

218D

OFFICE

218E

OFFICE

218F

OFFICE

218G

CONF

218I

OFFICE

202E

OFFICE

202F

OFFICE

202D

OFFICE

202C

OFFICE

202B

ELEC

202A

RECYCLING

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542 73.51.5 2.8

R.3

P.3

M.4

N.3

L.5

K.2

G.9

F.8

E.7

C.6

D.7

2.6

S

ELEC

A1/A-108

STAIR

SB2

WOMENS

JAN

MENS

STAIR

SA1

1.6

S T

O R

OFFICE

202H

G1

A-303

8' -0

8'

-0

8' -0

8'

-0

'-0

8'

-8

8' -0

8'

-0

8' -0

8'

-0

'-8

'-0

'-0

'-2

/2

'-9

/2

'-0

6' -0

8'

-0

8' -0

8'

-0

8' -0

8'

-0

8' -0

8'

-0

8' -0

8'

-0

8' -0

2'

-8

'-1

/2

1'-6"

SINGLE-PLY EPDM

METAL GRATING STAIRS

METAL GRATING STAIRS

S

IN

G

LE

-P

LY

E P

D M

S

IN

G

LE

-P

LY

E P

D M

A-201

F10

C10

DOAS, RE: MECH.

MAU, RE: MECH.

MAU, RE: MECH.

A1

A-303

A-211 A1

CORRIDOR

A-211 E1

S T

A N

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IN

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E A

M M

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A L

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O F

S T

A N

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G S

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A L

R O

O F

1 2.9

R.5

M.1

5.83.9

J.9

R.9

9 3/4"12'-6 1/4" 15'-7" 5'-9"

1'-6 1/2"

2'-5 1/2"

13'-3"

3'-3"

2'-2 3/4"

1'-3 1/4"

11'-10 1/4" 10'-11 3/4"

3'-0"

364'-0" 18'-10" 5'-10" 21'-2"

496'-9 1/2"

13'-4" 22'-10 1/2" 49'-7" 361'-5" 49'-7"

1'-3 1/2"

4'

-3

'-1

/2

'-1

1/ 4"

'-0

/4

'-4

'-0

0' -8

'-1

/2

'-8

2'

-5

'-1

1" 5'

-5

6' -8

'-3

9' -2

'-8

7' -9

'-2

6' -9

4'

-6

'-5

'-0

5' -8

'-2

'-5

1'

-7

'-1

0" 5'

-1 1"

'-6

'-3

'-2

'-1

'-4

'-1 1"

'-6

'-5

'-8

COMMAND

SUITE

214C

DEPUTY

214B

DEPUTY

214A

RECEPTION

D1

A-302

ROOF HATCH

FLOOR PLAN GENERAL NOTES

1. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.

2. DIMENSIONS SHOWN ARE LOCATED TO EDGE OF SLAB,

EDGE OF CURB, CENTER LINE OF COLUMNS, FACE OF

STUD, UNO.

3. DIMENSIONS MARKED AS "CLR" DICTATES THE CLEAR

DIMENSION FROM FINISH TO FINISH

4. APPROVED FIRE EXTINGUISHERS MUST BE FURNISHED

AND INSTALLED BY G.C. AS REQUIRED BY LOCAL

AUTHORITY.

5. PROVIDE & INSTALL BROWN PAPER COVERING APPLIED

TO THE STOREFRONT GLAZING DURING FURNISHING.

6. PATCH & FIRESTOP GYP. BD. PARTITIONS AS REQUIRED

BY LOCAL CODES.

7. REFER TO BUILDING AND WALL SECTIONS FOR ALL

EXTERIOR WALL CONSTRUCTION.

8. REFER SHEET A-601 AND A-602 FOR PARTITION TYPES,

PARTITION TYPES SCHEDULE AND DETAILS.

9. REFER LS SHEET SERIES FOR FIRE PROTECTION/LIFE

SAFETY PLANS SHOWING LOCATION OF FIRE-RATED AND

SMOKE-RESISTANT PARTITIONS.

10. REFER TO I- SHEET SERIES AND IN100 SHEET SERIES

FOR FINISH SCHEDULE, FINISH PLANS, INTERIOR

ELEVATIONS, WALL PROTECTION SPECIALTIES (CORNER

GUARDS, CHAIR RAILS, ETC.).

11. REFER FF&E PACKAGE FOR FURNITURE, FIXTURES &

EQUIPMENT.

12. REFER A-600 SHEET SERIES FOR WINDOW AND CURTAIN

WALL FRAMES AND ELEVATIONS. INCLUDING WINDOWS

NOT VISIBLE ON THESE PLANS.

13. REFER TO A-200 SHEET SERIES DIMENSION PLANS FOR

ALL EXTERIOR, INTERIOR AND OPENING DIMENSIONS.

14. SEE SHEET A-606 FOR DOOR SCHEDULE.

15. ALL DOORS TO BE INSTALLED 4" CLEAR FROM ADJACENT

WALL ON HINGE SIDE, TYPICAL UNLESS NOTED

OTHERWISE OR DIMENSIONED.

16. ALL EXTERIOR DOORS SHALL SWING OUT WITH A

MINIMUM 110 DEGREE SWING FROM THE CLOSED

POSITION. ALL EXTERIOR DOORS SHALL HAVE WALL OR

FLOOR MOUNTED DOOR STOPS.

17. 3/4" FIRE-RETARDANT TREATED PLYWOOD BACKING 8'-0"

HIGH SHALL BE PROVIDED AND INSTALLED ON ALL

WALLS OF TELEPHONE AND ELECTRICAL ROOMS AS

REQUIRED UNLESS SPECIFICALLY SHOWN OTHERWISE

ON ELECTRICAL DRAWINGS.

18. COORDINATE LOCATION OF ANY CONTROL JOINTS NOT

SHOWN WITH THE CONTRACTING OFFICER PRIOR TO

INSTALLATION.

19. DISCONTINUE ALL DRYWALL ON INTERIOR FACE OF

EXTERIOR WALL AT ALL INTERSECTING WALLS, TYP.

20. WHERE FIRE RATED PARTITIONS INTERSECT WITH

LESSER RATED PARTITIONS OR NON-RATED

PARTITIONS, THE HIGHER RATED PARTITION IS TO

CONTINUE THROUGH THE INTERSECTION TO MAINTAIN

THE HIGHER RATING.

21. PROVIDE MASONRY EXPANSION JOINTS (EJ) WHERE

SHOWN ON PLANS AT BRICK VENEER, AND IN

ACCORDANCE WITH BRICK INDUSTRY ASSOCIATION

RECOMMENDATIONS.

22. PROVIDE MASONRY CONTROL JOINTS (CJ) WHERE

SHOWN ON PLANS AT CONCRETE MASONRY, IN

ACCORDANCE WITH STRUCTURAL DRAWINGS AND

REQUIREMENTS.

C

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CONSTRUCTION

N

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US Army Corps of Engineers

SHEET OF

SHEET ID

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D A

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2 3 4 5 6 7 8 9 10 11 12

3817 NW EXPRESSWAY

SUITE 840

OKLAHOMA CITY, OK 73112

(405) 722-7270

Larson Design Group

8'-0" 16'-0" 32'-0"

1/16" = 1'-0"

KEYPLAN

A-106

S E

C O

N D

F L O

O R

P L A

N

O V

E R

A L L

T

IN

K E

R A

IR

F

O R

C E

B A

S E

O

K

T U

L S

A D

IS

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IC

T E

S

T S

T R

E E

T T

U L S

A O

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-4

E N

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IN

E E

R

IN

G

C O

N S

T R

U C

T

IO

N D

IV

IS

IO

N

E N

G

IN

E E

R

IN

G B

R A

N C

H

R S

IL

E

R

R U

L M

S N

A L L

A M

A L A

N O

W S

K I

N O

V E

M B

E R

W B

V -1

-D

-0

W B

V -2

-D

-0

D E

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N

B O

M B

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A G

IL

E

C O

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H A

N G

A R

W W

Y K

1/16" = 1'-0"A1

SECOND FLOOR PLAN - OVERALL

D E

S

IG

N

/2

SCHED OFF

MECH

BRK

AMXS

OFFICE

209A

OFFICE

209B

G1

A-301

CORRIDOR

D1

A-303

A1

A-302

ELEC

CONF

218J

9A

9B

A1/A-108

W

M

17'-7 3/4" 12'-6 1/2" 3'-8" 8'-9" 5'-5 1/2" 3'-6" 5'-11" 7'-9 1/2" 2'-7 1/2" 13'-2" 2'-7 1/2"

STAIR

SB2

ELEC

218K

ELEV

E2

MENS

WOMENS

JAN

OFFICE

218A

OFFICE

218B

OFFICE

218C

OFFICE

218D

OFFICE

218E

OFFICE

218F

OFFICE

218G

CONF

218I

COPY

218H

STAIR

SA1

T

J

K

L

M

N

P

R

1.5

1.5

R.3

P.3

M.4

N.3

2.6

2.6

S

8J

A-802

E5

A-801

D1

A 1/

A -1

2' -8

6'

-0

2' -0

6'

-0

2' -0

6'

-0

2' -0

6'

-0

2' -0

6'

-0

2' -0

6'

-0

2' -0

6'

-0

2' -0

6'

-0

2' -0

6'

-0

2' -0

6'

-0

2' -0

6'

-0

'-0

2'

-0

'-0

'-0

'-0

'-0

'-8

6'

-0

2' -0

6'

-0

2' -0

D1

A-301

S B

218K

4D

218G

218F

218E

218D

218C

218B

218A

1.6

1.6

2' -2

/4

'-8

'-9

6' -8

'-3

9' -2

'-8

7' -9

'-2

'-3

'-5

5'-9" 4'-0" 13'-3"

12'-6 1/4" 8'-1 1/2" 6'-0" 2'-0" 6'-0" 9" 49'-7"

2'-5 1/2" 1'-3 1/2"

8I

STOR

9" 9"

5' -5

8"

1' -1

0" 4'

-3

9" 9"

1' -4

/8

CTR TRNG

3D

3D

3D

5D

3A

3A

3A

3A

3A

3A

3B

3D

3G

3B

3A

3D

3A

3A

3J

3B

3B

5E

5E

5E5E

3B

5E

9" 9"

12'-5" 15'-2" 5'-6"

5D

S A

8H

3D

3J

9 9

G1

A-303

16'-8" 4'-0" 5'-5" 2'-11" 1'-6" 10'-6 1/2" 11'-11"

1' -2

3'

-1 1"

3' -9

'-0

'-6

2'

-8

5' -1

0" 6'

-9

9' -1

9'

-4

'-6

3'

-1 1"

'-3

'-6

'-5

'-5

'-5

'-5

'-5

5'-6" 5'-11" 11'-7" 12'-0"

9' -0

1'

-2

'-5

6'

-0

2' -0

8'

-7

6' -0

8'

-1 0"

E300

3'-5"

A-402

C5

A-402

A1

3D

WALL OPENING,

RE: INTERIORS

WALL OPENING

AT FURRING,

RE: INTERIORS

5' -3

/8

6'

-1 0"

2' -2

2.3

2.3

3A

5S.3

3B

3A

3J

2'-0" 6'-0" 2'-0" 6'-0" 1'-4"

1'-4" 12'-0"

DS

DS

A-512

C1

A-510

A-512

C4

A-512

C

RECYCLING

COMMAND SUITE

214C

RECEPTION

DEPUTY

214A

DEPUTY

214B

3A

3A

4C

214B

214A

9" 9" 11'-11" 9" 9" 9'-3 1/2" 5'-6 1/2" 9" 9" 10'-6 1/2" 11'-11" x-A-215E1

DS

2.9

R.5

M.1

5K

3A

3.9

3.9

L.3

J.9

R.9

'-1

1" 5'

-6

'-5

28'-1 1/4" 5'-9" 4'-0" 3'-8" 9'-7" 6'-9" 22'-10" 3'-0"

5'-5 3/4"

1'-3 1/4"

22'-10" 3'-0"28'-1 1/4"

9" 9"

8" 8"

8"8"

9" 9"

8" 8"

10'-0"

11'-11"

D1

A-302

FLOOR PLAN GENERAL NOTES

1. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.

2. DIMENSIONS SHOWN ARE LOCATED TO EDGE OF SLAB,

EDGE OF CURB, CENTER LINE OF COLUMNS, FACE OF

STUD, UNO.

3. DIMENSIONS MARKED AS "CLR" DICTATES THE CLEAR

DIMENSION FROM FINISH TO FINISH

4. APPROVED FIRE EXTINGUISHERS MUST BE FURNISHED

AND INSTALLED BY G.C. AS REQUIRED BY LOCAL

AUTHORITY.

5. PROVIDE & INSTALL BROWN PAPER COVERING APPLIED

TO THE STOREFRONT GLAZING DURING FURNISHING.

6. PATCH & FIRESTOP GYP. BD. PARTITIONS AS REQUIRED

BY LOCAL CODES.

7. REFER TO BUILDING AND WALL SECTIONS FOR ALL

EXTERIOR WALL CONSTRUCTION.

8. REFER SHEET A-601 AND A-602 FOR PARTITION TYPES,

PARTITION TYPES SCHEDULE AND DETAILS.

9. REFER LS SHEET SERIES FOR FIRE PROTECTION/LIFE

SAFETY PLANS SHOWING LOCATION OF FIRE-RATED AND

SMOKE-RESISTANT PARTITIONS.

10. REFER TO I- SHEET SERIES AND IN100 SHEET SERIES

FOR FINISH SCHEDULE, FINISH PLANS, INTERIOR

ELEVATIONS, WALL PROTECTION SPECIALTIES (CORNER

GUARDS, CHAIR RAILS, ETC.).

11. REFER FF&E PACKAGE FOR FURNITURE, FIXTURES &

EQUIPMENT.

12. REFER A-600 SHEET SERIES FOR WINDOW AND CURTAIN

WALL FRAMES AND ELEVATIONS. INCLUDING WINDOWS

NOT VISIBLE ON THESE PLANS.

13. REFER TO A-200 SHEET SERIES DIMENSION PLANS FOR

ALL EXTERIOR, INTERIOR AND OPENING DIMENSIONS.

14. SEE SHEET A-606 FOR DOOR SCHEDULE.

15. ALL DOORS TO BE INSTALLED 4" CLEAR FROM ADJACENT

WALL ON HINGE SIDE, TYPICAL UNLESS NOTED

OTHERWISE OR DIMENSIONED.

16. ALL EXTERIOR DOORS SHALL SWING OUT WITH A

MINIMUM 110 DEGREE SWING FROM THE CLOSED

POSITION. ALL EXTERIOR DOORS SHALL HAVE WALL OR

FLOOR MOUNTED DOOR STOPS.

17. 3/4" FIRE-RETARDANT TREATED PLYWOOD BACKING 8'-0"

HIGH SHALL BE PROVIDED AND INSTALLED ON ALL

WALLS OF TELEPHONE AND ELECTRICAL ROOMS AS

REQUIRED UNLESS SPECIFICALLY SHOWN OTHERWISE

ON ELECTRICAL DRAWINGS.

18. COORDINATE LOCATION OF ANY CONTROL JOINTS NOT

SHOWN WITH THE CONTRACTING OFFICER PRIOR TO

INSTALLATION.

19. DISCONTINUE ALL DRYWALL ON INTERIOR FACE OF

EXTERIOR WALL AT ALL INTERSECTING WALLS, TYP.

20. WHERE FIRE RATED PARTITIONS INTERSECT WITH

LESSER RATED PARTITIONS OR NON-RATED

PARTITIONS, THE HIGHER RATED PARTITION IS TO

CONTINUE THROUGH THE INTERSECTION TO MAINTAIN

THE HIGHER RATING.

21. PROVIDE MASONRY EXPANSION JOINTS (EJ) WHERE

SHOWN ON PLANS AT BRICK VENEER, AND IN

ACCORDANCE WITH BRICK INDUSTRY ASSOCIATION

RECOMMENDATIONS.

22. PROVIDE MASONRY CONTROL JOINTS (CJ) WHERE

SHOWN ON PLANS AT CONCRETE MASONRY, IN

ACCORDANCE WITH STRUCTURAL DRAWINGS AND

REQUIREMENTS.

C

A B

D

AN

R P

M

E L

I

I R Y

N G

E S

I

D

NOT FOR

CONSTRUCTION

N

PLAN

NORTH

SCALE:

US Army Corps of Engineers

SHEET OF

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

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N B

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D E

S

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N E

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2 3 4 5 6 7 8 9 10 11 12

3817 NW EXPRESSWAY

SUITE 840

OKLAHOMA CITY, OK 73112

(405) 722-7270

Larson Design Group

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

1/8" = 1'-0"

KEYPLAN

A-107

S E

C O

N D

F L O

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P L A

N

A R

E A

A

T

IN

K E

R A

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F

O R

C E

B A

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-4

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A L L

A M

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N O

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V E

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W B

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-0

W B

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-0

D E

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N

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E

C O

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O N

H A

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A R

W W

Y K

1/8" = 1'-0"A1

SECOND FLOOR - AREA A

KEY NOTES

D E

S

IG

N

/2

SFTWR

D1

A-303

A1

A-302

A1

A-301

E302

OFFICE

202B

COLLAB

202K

OFFICE

202J

OFFICE

202H

OFFICE

202I

OPEN OFFICE

2H

2I

2J

ELEC

202A

A1/A-107

C O

R R

ID

O

R

'-0

1/

6' -0

2'

-0

6' -0

2'

-0

6' -0

2'

-0

6' -0

2'

-0

6' -0

'-8

6' -0

2'

-0

6' -0

2'

-0

6' -0

2'

-0

3/

4"

G1

A-302

COMM

OFFICE

202C

OFFICE

202D

OFFICE

202E

OFFICE

202F

COPY/FILE

202G

A

B

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F

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42 3.51.5 2.8

G.9

F.8

E.7

STAIR

SC2

'-5

1'

-7

'-1

0" 5'

-1 1"

'-6

'-3

1' -7

3'-6" 11'-10 1/4" 13'-11 3/4"

11'-0 1/2" 5'-11" 4 1/2" 7'-5" 4'-5 1/4" 11'-4 1/4" 2'-7 1/2"

1'-9 1/2" 9'-0 1/4" 10'-11" 5'-11" 5'-4" 3'-1 1/2" 6'-0"

11" 4 1/2"

8" 10'-8 1/4" 2'-7 1/2"

'-1

1/

2" 7"

'-0

'-6

'-6

'-6

8' -1

/2

'-9

1/

9'

-7

1/

203204

202K

2A

202F

202B

202E

202D

202C

3A

3A

3A

5D 5D

3A

3A

3A

3A

3A

3D

3A

5B

5D

5B

5D

3B

3D

RECYCLING

3D 3A

3A

3A

5D5D

8" 8"

10" 4'-6" 10" 4'-6"

3/

4"

CTR TRNG

G1

A-303

3A

3A

3A

3A

3D

A-802

E1

DS

DS

1" / 1'-0"

1" / 1'-0"

S T

A N

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IN

G S

E A

M M

E T

A L

R O

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S T

A N

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IN

G S

E A

M M

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A L

R O

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DS

DS

DS

3D

WALL OPENING

AT FURRING,

RE: INTERIORS

5'-8" 5' -4

A8

A-805

B10

A-503

SC2

5E

8'-8"

DS

DS

A-512

A4

A-512

A9

A-512

C Sim

1/

2"

3A

A-207 E1

A-207 A1

A-212 A1

A-212 E1 x-A-2151

3.9

DS

DS

10'-5 1/2" 9'-9" 16'-6"

8" 8"

8" 8" 9

1/ 2"7"

8" 8"

7"

1/

2"

A-512

A1

8'-4 3/4" 11'-0" 4'-4" 11'-10 5/8" 7'-1 3/8"

8 1/8"

D1

A-302

FLOOR PLAN GENERAL NOTES

1. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.

2. DIMENSIONS SHOWN ARE LOCATED TO EDGE OF SLAB,

EDGE OF CURB, CENTER LINE OF COLUMNS, FACE OF

STUD, UNO.

3. DIMENSIONS MARKED AS "CLR" DICTATES THE CLEAR

DIMENSION FROM FINISH TO FINISH

4. APPROVED FIRE EXTINGUISHERS MUST BE FURNISHED

AND INSTALLED BY G.C. AS REQUIRED BY LOCAL

AUTHORITY.

5. PROVIDE & INSTALL BROWN PAPER COVERING APPLIED

TO THE STOREFRONT GLAZING DURING FURNISHING.

6. PATCH & FIRESTOP GYP. BD. PARTITIONS AS REQUIRED

BY LOCAL CODES.

7. REFER TO BUILDING AND WALL SECTIONS FOR ALL

EXTERIOR WALL CONSTRUCTION.

8. REFER SHEET A-601 AND A-602 FOR PARTITION TYPES,

PARTITION TYPES SCHEDULE AND DETAILS.

9. REFER LS SHEET SERIES FOR FIRE PROTECTION/LIFE

SAFETY PLANS SHOWING LOCATION OF FIRE-RATED AND

SMOKE-RESISTANT PARTITIONS.

10. REFER TO I- SHEET SERIES AND IN100 SHEET SERIES

FOR FINISH SCHEDULE, FINISH PLANS, INTERIOR

ELEVATIONS, WALL PROTECTION SPECIALTIES (CORNER

GUARDS, CHAIR RAILS, ETC.).

11. REFER FF&E PACKAGE FOR FURNITURE, FIXTURES &

EQUIPMENT.

12. REFER A-600 SHEET SERIES FOR WINDOW AND CURTAIN

WALL FRAMES AND ELEVATIONS. INCLUDING WINDOWS

NOT VISIBLE ON THESE PLANS.

13. REFER TO A-200 SHEET SERIES DIMENSION PLANS FOR

ALL EXTERIOR, INTERIOR AND OPENING DIMENSIONS.

14. SEE SHEET A-606 FOR DOOR SCHEDULE.

15. ALL DOORS TO BE INSTALLED 4" CLEAR FROM ADJACENT

WALL ON HINGE SIDE, TYPICAL UNLESS NOTED

OTHERWISE OR DIMENSIONED.

16. ALL EXTERIOR DOORS SHALL SWING OUT WITH A

MINIMUM 110 DEGREE SWING FROM THE CLOSED

POSITION. ALL EXTERIOR DOORS SHALL HAVE WALL OR

FLOOR MOUNTED DOOR STOPS.

17. 3/4" FIRE-RETARDANT TREATED PLYWOOD BACKING 8'-0"

HIGH SHALL BE PROVIDED AND INSTALLED ON ALL

WALLS OF TELEPHONE AND ELECTRICAL ROOMS AS

REQUIRED UNLESS SPECIFICALLY SHOWN OTHERWISE

ON ELECTRICAL DRAWINGS.

18. COORDINATE LOCATION OF ANY CONTROL JOINTS NOT

SHOWN WITH THE CONTRACTING OFFICER PRIOR TO

INSTALLATION.

19. DISCONTINUE ALL DRYWALL ON INTERIOR FACE OF

EXTERIOR WALL AT ALL INTERSECTING WALLS, TYP.

20. WHERE FIRE RATED PARTITIONS INTERSECT WITH

LESSER RATED PARTITIONS OR NON-RATED

PARTITIONS, THE HIGHER RATED PARTITION IS TO

CONTINUE THROUGH THE INTERSECTION TO MAINTAIN

THE HIGHER RATING.

21. PROVIDE MASONRY EXPANSION JOINTS (EJ) WHERE

SHOWN ON PLANS AT BRICK VENEER, AND IN

ACCORDANCE WITH BRICK INDUSTRY ASSOCIATION

RECOMMENDATIONS.

22. PROVIDE MASONRY CONTROL JOINTS (CJ) WHERE

SHOWN ON PLANS AT CONCRETE MASONRY, IN

ACCORDANCE WITH STRUCTURAL DRAWINGS AND

REQUIREMENTS.

C

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NOT FOR

CONSTRUCTION

N

PLAN

NORTH

SCALE:

US Army Corps of Engineers

SHEET OF

SHEET ID

U S

A R

M Y

C O

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S O

F E

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IN

E

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S

D R

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2 3 4 5 6 7 8 9 10 11 12

3817 NW EXPRESSWAY

SUITE 840

OKLAHOMA CITY, OK 73112

(405) 722-7270

Larson Design Group

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

1/8" = 1'-0"

KEYPLAN

A-108

S E

C O

N D

F L O

O R

P L A

N

A R

E A

C

T

IN

K E

R A

IR

F

O R

C E

B A

S E

O

K

T U

L S

A D

IS

T

R

IC

T E

S

T S

T R

E E

T T

U L S

A O

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-4

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G

IN

E E

R

IN

G

C O

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IV

IS

IO

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E N

G

IN

E E

R

IN

G B

R A

N C

H

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IL

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S N

A L L

A M

A L A

N O

W S

K I

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V -1

-D

-0

W B

V -2

-D

-0

D E

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A G

IL

E

C O

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O N

H A

N G

A R

W W

Y K

1/8" = 1'-0"A1

SECOND FLOOR - AREA C

KEY NOTES

D E

S

IG

N

/2

C J

T

A

B

C

D

E

F

G

H

J

K

L

M

N

P

R

1.5

1.5

S

E303

LO STOR

PMD

SERVER

127D

EXIT PASSAGEWAY

DOCK OFFICE

119STAIR

SB1

VEST.

CORRIDOR

118A

ELEV

E1

M

W

BRK RM/TORNADO

SHELTER

AIR

MECH

FIRE

ELEC

PSC

107 DOCK OFFICE

CORRIDOR

TOOL CRIB

COMPOSITE

104A

HAZ STOR

HAZ WSTE

102A

AMT

104E

TC OPEN OFF.

104D

KITTING

104B

FOM STORAGE

HANGAR BAY

ENGINE SHOP

TIRE (OPEN) SHOP

SHEET METAL

DOCK OFFICE

CORRIDOR

DOCK OFFICE

FIRE

COMM

MECH

AIR

015A

ELEC

BRK RM/TORNADO

SHELTER

VEST.

CORRIDOR

VEST.

COMPOSITE

DLA/IPV

CORRIDORVEST.

MENS WOMENS

JAN

CLOSET

(NDI)

M

W

WELL

CORRIDORVEST.VEST.CORRIDOR

T O

O L

C H

E C

K O

U T

TC OFFICE

104C

STAIR

CLOSET

WELL

COMM

W O

M E

N S

JAN

M E

N S

VEST.

STAIR

W O

M E

N S

M E

N S

2.9

2.9

R.5

M.1

5.8

3.9

3.9

L.3

J.9

R.9

FOM OFF.

101A

LANDING GEAR SHOP

GENERAL NOTES (CONTROLLED AREA):

1. THE CONTROLLED AREA SHALL BE CONSTRUCTED

AS PER PHYSICAL SECURITY STANDARDS OUTLINED

IN IC TECH SPEC FOR ICD /ICS 705.

2. ANY PENETRATIONS THROUGH THE CONTROLLED

WALL/FLOOR/ROOF SHALL MEET THE STANDARDS

OUTLINED IN IC TECH SPEC.

3. ANY PENETRATIONS THROUGH SOUND WALL SHALL

BE SEALED WITH ACOUSTIC SEALANTS TO KEEP THE

SOUND TRANSMISSION CLASS (STC) INTEGRITY OF

THE WALL.

4. ENTIRE WALL ASSEMBLY AT CONTROLLED

PERIMETER SHALL BE PAINTED FROM SLAB TO DECK.

5. ALL UTILITIES AT THE CONTROLLED PERIMETER TO

BE SURFACE MOUNTED.

LEGEND:

CONTROLLED AREA (INTERIOR SPACES)

CONTROLLED AREA (HANGAR AREA)

NON-CONTROLLED AREA

STC 50 WALL

C

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D

AN

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NOT FOR

CONSTRUCTION

N

PLAN

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SCALE:

US Army Corps of Engineers

SHEET OF

SHEET ID

U S

A R

M Y

C O

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2 3 4 5 6 7 8 9 10 11 12

3817 NW EXPRESSWAY

SUITE 840

OKLAHOMA CITY, OK 73112

(405) 722-7270

Larson Design Group

8'-0" 16'-0" 32'-0"

1/16" = 1'-0"

KEYPLAN

A-110

C O

N T

R O

L L E

D A

R E

A P

L A

N

F

IR

S T

F L O

O R

T

IN

K E

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F

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-4

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IN

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IV

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S N

A L L

A M

A L A

N O

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-D

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-0

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1/16" = 1'-0"A1

SECURE AREA PLAN - FIRST FLOOR

D E

S

IG

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/2

/2 rulm Line rulm Line rulm Line rulm Line rulm Line rulm Line

LEGEND:

AIR BARRIER INSPECTION

AND TESTING

AIR BARRIER INSPECTION

ONLY

AREAS OUTSIDE OF THE AIR

BARRIER

AIR BARRIER LOCATION AT

MEMBRANES/FLASHING

OTHER BUILDING

ELEMENTS ACTING AS AIR

BARRIER

OTHER BUILDING

ELEMENTS

ADMINISTRATIVE HANGAR BAY SHOPS

WALLS 6,670 SF 101,616 SF 15,658 SF

GLAZING 2,151 SF 25,560 SF 120 SF

DOORS 1,412 SF 34,705 SF 2,246 SF

ROOFING 24,058 SF 148,916 SF 16,375 SF

NOTE: BTM PORTION OF HANGAR WALLS CALCULATED

WITHIN ADMINISTRATIVE OR SHOP TESTING AREAS

RESPECTIVELY.

SIX-SIDED AREA OF THE AIR BARRIER ENVELOPE:

GENERAL NOTES (AIR BARRIER):

1. SEAL ALL AIR BARRIER PENETRATIONS WITH AIR

BARRIER FLASHING & CAULK.

2. REFER TO DETAIL SHEETS FOR MATERIAL

TRANSITIONS WITHIN AIR BARRIER BOUNDARIES.

AT ALL OPENINGS,

WRAP AIR BARRIER

FLASHING INTO THE

OPENING AT HEAD

AND JAMBS, AND SILL

IF ELEVATED ABOVE

FINISH FLOOR. SEAL

FRAMES TO AIR

BARRIER FLASHING.

USE AIR BARRIER

FLASHING, SEAL ALL

JOINTS IN SHEATHING

& B/T DISSIMILAR

SUBSTRATES, PRIOR

TO APPLICATION OF

AIR BARRIER

USE AIR BARRIER

FLASHING, SEAL ALL

CORNERS PRIOR TO

APPLICATION OF

AIR BARRIER

A1

A-113

F1

A-113

F1

A-113

T

A

B

C

D

E

F

G

H

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K

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M

N

P

R

1.5

1.5

S

2.9

2.9

R.5

M.1

5.8

3.9

3.9

L.3

J.9

R.9

D1

A-302

D1

A-302

AN

R P

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I

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N G

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I

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CONSTRUCTION

N

PLAN

NORTH

SCALE:

US Army Corps of Engineers

SHEET OF

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

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IN

E

E R

S

D R

A W

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D E

S

IG

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S U

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K E

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D A

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D A

T E

D A

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2 3 4 5 6 7 8 9 10 11 12

3817 NW EXPRESSWAY

SUITE 840

OKLAHOMA CITY, OK 73112

(405) 722-7270

Larson Design Group

8'-0" 16'-0" 32'-0"

1/16" = 1'-0"

A-111

A

IR

B A

R R

IE

R

P L A

N

F

IR

S T

F L O

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F

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O

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T U

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A D

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-4

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IN

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G

C O

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T R

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T

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N D

IV

IS

IO

N

E N

G

IN

E E

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IN

G B

R A

N C

H

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IL

E

R

R U

L M

S N

A L L

K B

L A

N D

F O

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N O

V E

M B

E R

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V -1

-D

-0

W B

V -2

-D

-0

D E

S

IG

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B O

M B

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A G

IL

E

C O

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O N

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A R

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Y K

1/16" = 1'-0"A1

AIR BARRIER PLAN - FIRST FLOOR

D E

S

IG

N

/2

LEGEND:

AIR BARRIER INSPECTION

AND TESTING

AIR BARRIER INSPECTION

ONLY

AREAS OUTSIDE OF THE AIR

BARRIER

AIR BARRIER LOCATION AT

MEMBRANES/FLASHING

OTHER BUILDING

ELEMENTS ACTING AS AIR

BARRIER

OTHER BUILDING

ELEMENTS

ADMINISTRATIVE HANGAR BAY SHOPS

WALLS 6,670 SF 101,616 SF 15,658 SF

GLAZING 2,151 SF 25,560 SF 120 SF

DOORS 1,412 SF 34,705 SF 2,246 SF

ROOFING 24,058 SF 148,916 SF 16,375 SF

NOTE: BTM PORTION OF HANGAR WALLS CALCULATED

WITHIN ADMINISTRATIVE OR SHOP TESTING AREAS

RESPECTIVELY.

SIX-SIDED AREA OF THE AIR BARRIER ENVELOPE:

GENERAL NOTES (AIR BARRIER):

1. SEAL ALL AIR BARRIER PENETRATIONS WITH AIR

BARRIER FLASHING & CAULK.

2. REFER TO DETAIL SHEETS FOR MATERIAL

TRANSITIONS WITHIN AIR BARRIER BOUNDARIES.

A1

A-113

F1

A-113

T

A

B

C

D

E

F

G

H

J

K

L

M

N

P

R

3.51.5 2.8

R.3

P.3

M.4

N.3

L.5

K.2

G.9

F.8

E.7

C.6

D.7

B.4

C.8

D.8

E.8

G.1

H.1

J.3

K.1

L.4

P.2

2.6

N.1

P.9

S

A1

A-303

1 2.9

R.5

M.1

5.8 3.9

L.3

J.9

R.9

D1

A-302

AN

R P

M

E L

I

I R Y

N G

E S

I

D

NOT FOR

CONSTRUCTION

N

PLAN

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SCALE:

US Army Corps of Engineers

SHEET OF

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

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IN

E

E R

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D R

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D E

S

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N E

D B

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S U

B M

IT

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E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

X

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

M A

R K

D E

S C

R

IP

T

IO

N

D A

T E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

A

B

C

D

E

F

G

H

J

2 3 4 5 6 7 8 9 10 11 12

3817 NW EXPRESSWAY

SUITE 840

OKLAHOMA CITY, OK 73112

(405) 722-7270

Larson Design Group

8'-0" 16'-0" 32'-0"

1/16" = 1'-0"

A-112

A

IR

B A

R R

IE

R

P L A

N

S E

C O

N D

F L O

O R

T

IN

K E

R A

IR

F

O R

C E

B A

S E

O

K

T U

L S

A D

IS

T

R

IC

T E

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T S

T R

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T T

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A O

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-4

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IN

E E

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IN

G

C O

N S

T R

U C

T

IO

N D

IV

IS

IO

N

E N

G

IN

E E

R

IN

G B

R A

N C

H

R S

IL

E

R

R U

L M

S N

A L L

K B

L A

N D

F O

R D

N O

V E

M B

E R

W B

V -1

-D

-0

W B

V -2

-D

-0

D E

S

IG

N

B O

M B

E R

A G

IL

E

C O

M M

O N

H A

N G

A R

W W

Y K

1/16" = 1'-0"A1

AIR BARRIER PLAN - SECOND FLOOR

D E

S

IG

N

/2

V1_80 ARCHITECTURAL
Sheets
A-102 - FIRST FLOOR PLAN - AREA A
A-103 - FIRST FLOOR PLAN - AREA B
A-104 - FIRST FLOOR PLAN - AREA C
A-105 - FIRST FLOOR PLAN - AREA D
A-106 - SECOND FLOOR PLAN - OVERALL
A-107 - SECOND FLOOR PLAN - AREA A
A-108 - SECOND FLOOR PLAN - AREA C
A-110 - CONTROLLED AREA PLAN - FIRST FLOOR
A-111 - AIR BARRIER PLAN - FIRST FLOOR
A-112 - AIR BARRIER PLAN - SECOND FLOOR

File details come from the government source that posted it. Updated .