PN80774_PLANS_AMDT0003.pdf

8" CMU BLOCK

V A

R I E

S

VERTICAL BAR #6@24" O.C.

IN GROUTED CELL

W1.7 LADDER REINFORCEMENT

EVERY OTHER COURSE

(10) #6 CONTINUOUS (TYP)

" EXPANSION JOINT MATERIAL

10 MIL POLYETHYLENE

VAPOR BARRIER

6" COMPACTED NO. 57 STONE

6" COMPACTED NO. 57 STONE

4'-0"

#6@12" O.C.

BOTH DIRECTIONS

AT MID-DEPTH OF SLAB

2'-0"

8" CMU BLOCK

V A

R I E

S

VERTICAL BAR #6@24" O.C.

IN GROUTED CELL

W1.7 LADDER REINFORCEMENT

EVERY OTHER COURSE

(12) #6 CONTINUOUS (TYP)

" EXPANSION JOINT MATERIAL

10 MIL POLYETHYLENE

VAPOR BARRIER (TYP)

6" COMPACTED NO. 57 STONE

(TYP)

6" COMPACTED NO. 57 STONE

5'-0"

#6@12" O.C.

BOTH DIRECTIONS

AT MID-DEPTH OF SLAB (TYP)

2'-6"

V A

R I E

S

(1) #6 VERTICAL BAR

PER CELL (TYP)

W1.7 LADDER REINFORCEMENT

EVERY OTHER COURSE

(6) #6 BAR, BOTH DIRECTIONS

6" COMPACTED NO. 57 STONE

5'-0"

2'-6"

ALL CELLS FULLY

GROUTED (TYP)

(6) #6 BAR, BOTH DIRECTIONS

SEE CIVIL

DRAWINGS FOR

CONDITIONS AT

GRADE

#6@9" O.C.

BOTH DIRECTIONS

AT MID-DEPTH OF SLAB (TYP)

#4@9" O.C.

BOTH DIRECTIONS

#4@9" O.C.

BOTH DIRECTIONS

REINFORCEMENT IN TWO FACES OF WALL

STAGGERED @ 4

" (BOTH DIRECTIONS)

1 2

SEE SPECIFIC INSTRUCTIONS

IN ARMY REGULATION 190-11,

APPENDIX G

28K10 FLOOR JOISTS

(TYP)

Scale 1" = 1'-0"

EXTERIOR WALL SECTION (TYP)

Scale 1" = 1'-0"

INTERIOR WALL SECTION (TYP)

Scale 1" = 1'-0"

CMU COLUMN SECTION (TYP)

Scale 1" = 1'-0"

ARMS ROOM WALL SECTION (TYP)

L I M

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E D

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I O

N

B

U I L

D I N

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S E

C T

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N

D

E T

A I L

S

S-500

T P

T P

J P

B

THESE DETAILS ARE BASED ON THE ARCHITECTURAL FLOOR PLAN FOR THE

LIMITED USE INSTRUCTION BUILDING, WHICH SERVES AS "THE BASIS OF DESIGN"

FOR THE BUILDING.

THE DB CONTRACTOR SHALL INVESTIGATE OTHER MATERIALS, COMPONENTS, AND

SYSTEMS FOR ALTERNATE DESIGN APPROACHES. FOR EXAMPLE, WHERE CMU

WALLS ARE NOTED, THE DB CONTRACTOR SHALL UNDERSTAND THIS TO BE A

"BASIS OF DESIGN" ONLY. THE DB CONTRACTOR IS ENCOURAGED TO CONSIDER

ALTERNATIVE CONSTRUCTION METHODS INCLUDING, BUT NOT LIMITED TO: CMU,

PRECAST, CAST-IN-PLACE, TILT-UP, AND OTHER CEMENTITIOUS CONSTRUCTION

OPTIONS. EIFS IS NOT ACCEPTABLE.

SEE SPECIFICATION SECTION 01 11 02 FOR FURTHER PERFORMANCE CRITERIA.

REFER ALSO TO THE CORRESPONDING ROOM INFORMATION SHEETS FOR

ADDITIONAL DETAILS.

GRAPHIC SCALE

1" = 1'-0"

0 1' 2'6"

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UNCLASSIFIED

(FOR OFFICIAL USE ONLY)

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NOT FOR CONSTRUCTION

C O

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US ARMY CORPS

OF ENGINEERS

F Y

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8'-0"

V A

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S

6" COMPACTED NO. 57 STONE

#7@12" O.C.

BOTH DIRECTIONS

#7@12" O.C.

BOTH DIRECTIONS

10 MIL POLYETHYLENE

VAPOR BARRIER (TYP)

6" COMPACTED NO. 57 STONE

(TYP)

#6@12" O.C.

BOTH DIRECTIONS

AT MID-DEPTH OF SLAB

Scale 1" = 1'-0"

SPREAD FOOTING DETAIL (TYP)

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S E

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S

S-500

T P

T P

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B

THIS PLAN IS BASED ON THE ARCHITECTURAL FLOOR PLAN FOR THE INDIVIDUAL

TRAINING BUILDING, WHICH SERVES AS "THE BASIS OF DESIGN" FOR THE BUILDING.

THE DB CONTRACTOR SHALL INVESTIGATE OTHER MATERIALS, COMPONENTS, AND

SYSTEMS FOR ALTERNATE DESIGN APPROACHES. FOR EXAMPLE, WHERE CMU

WALLS ARE NOTED, THE DB CONTRACTOR SHALL UNDERSTAND THIS TO BE A

"BASIS OF DESIGN" ONLY. THE DB CONTRACTOR IS ENCOURAGED TO CONSIDER

ALTERNATIVE CONSTRUCTION METHODS INCLUDING, BUT NOT LIMITED TO: CMU,

PRECAST, CAST-IN-PLACE, TILT-UP, AND OTHER CEMENTITIOUS CONSTRUCTION

OPTIONS. EIFS IS NOT ACCEPTABLE.

SEE SPECIFICATION SECTION 01 11 03 FOR FURTHER PERFORMANCE CRITERIA.

REFER ALSO TO THE CORRESPONDING ROOM INFORMATION SHEETS FOR

ADDITIONAL DETAILS.

GRAPHIC SCALE

1" = 1'-0"

0 1' 2'6"

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(FOR OFFICIAL USE ONLY)

UNCLASSIFIED

(FOR OFFICIAL USE ONLY)

T B

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Y

NOT FOR CONSTRUCTION

C O

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P R

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US ARMY CORPS

OF ENGINEERS

F Y

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S-500V

S-500V

77'-0"

72'-0"

(10) #6 BAR

CONTINUOUS (TYP)

6" COMPACTED NO. 57 STONE

4'-0"

V A

R I E

S

VERTICAL BAR #6@24" O.C.

IN GROUTED CELL

8" CMU BLOCK

" EXPANSION JOINT MATERIAL

#6@12" O.C.

BOTH DIRECTIONS

AT MID-DEPTH OF SLAB

Scale 1/8" = 1'-0"

FOUNDATION PLAN

Scale 1/8" = 1'-0"

FIRST FLOOR SLAB PLAN

T E

R V

I E

W

B

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D I N

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P L

A N

S

A

C

T I O

N

D

E T

A I L

S-100

T P

T P

J P

B

THIS PLAN AND DETAILS ARE BASED ON THE ARCHITECTURAL FLOOR PLAN FOR

THE AV INTERVIEW BUILDING, WHICH SERVES AS "THE BASIS OF DESIGN" FOR THE

BUILDING.

THE DB CONTRACTOR SHALL INVESTIGATE OTHER MATERIALS, COMPONENTS, AND

SYSTEMS FOR ALTERNATE DESIGN APPROACHES. FOR EXAMPLE, WHERE CMU

WALLS ARE NOTED, THE DB CONTRACTOR SHALL UNDERSTAND THIS TO BE A

"BASIS OF DESIGN" ONLY. THE DB CONTRACTOR IS ENCOURAGED TO CONSIDER

ALTERNATIVE CONSTRUCTION METHODS INCLUDING, BUT NOT LIMITED TO: CMU,

PRECAST, CAST-IN-PLACE, TILT-UP, AND OTHER CEMENTITIOUS CONSTRUCTION

OPTIONS. EIFS IS NOT ACCEPTABLE.

SEE SPECIFICATION SECTION 01 11 05 FOR FURTHER PERFORMANCE CRITERIA.

REFER ALSO TO THE CORRESPONDING ROOM INFORMATION SHEETS FOR

ADDITIONAL DETAILS.

PLAN

NORTH

TRUE

NORTH

Scale 1" = 1'-0"

EXTERIOR WALL SECTION (TYP)

KEY PLAN

NOT TO SCALE

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(FOR OFFICIAL USE ONLY)

UNCLASSIFIED

(FOR OFFICIAL USE ONLY)

T B

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L

Y

NOT FOR CONSTRUCTION

C O

R R

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T E

D

F

I N

A L

A

P R

I L

US ARMY CORPS

OF ENGINEERS

F Y

P

N A

V I B

S

D

W G

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O R

D A

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E

W

I T

H

A

M E

N D

M E

J U

8" CMU BLOCK

A

R I E

S

VERTICAL BAR #6@24" O.C.

IN GROUTED CELL

W1.7 LADDER REINFORCEMENT

EVERY OTHER COURSE

(10) #6 CONTINUOUS (TYP)

" EXPANSION JOINT MATERIAL

10 MIL POLYETHYLENE

VAPOR BARRIER

6" COMPACTED NO. 57 STONE

6" COMPACTED NO. 57 STONE

4'-0"

#6@12" O.C.

BOTH DIRECTIONS

AT MID-DEPTH OF SLAB

2'-0"

8" CMU BLOCK

V A

R I E

S

VERTICAL BAR #6@24" O.C.

IN GROUTED CELL

W1.7 LADDER REINFORCEMENT

EVERY OTHER COURSE

(10) #6 CONTINUOUS (TYP)

" EXPANSION JOINT MATERIAL

10 MIL POLYETHYLENE

VAPOR BARRIER

6" COMPACTED NO. 57 STONE

6" COMPACTED NO. 57 STONE

4'-0"

#6@12" O.C.

BOTH DIRECTIONS

AT MID-DEPTH OF SLAB

(TYP)

2'-0"

V A

R I E

S

(1) #6 VERTICAL BAR

PER CELL (TYP)

W1.7 LADDER REINFORCEMENT

EVERY OTHER COURSE

(5) #6 BAR, BOTH DIRECTIONS

6" COMPACTED NO. 57 STONE

4'-0"

2'-0"

ALL CELLS FULLY

GROUTED (TYP)

(5) #6 BAR, BOTH DIRECTIONS

8" CMU BLOCK

(10) #6 CONTINUOUS (TYP)

V A

R I E

S

VERTICAL BAR #6@24" O.C.

IN GROUTED CELL

6" COMPACTED NO. 57 STONE

8" CMU BLOCK

W1.7 LADDER REINFORCEMENT

EVERY OTHER COURSE

4'-6"

2'-3"

Scale 1" = 1'-0"

EXTERIOR WALL SECTION (TYP)

Scale 1" = 1'-0"

INTERIOR WALL SECTION (TYP)

Scale 1" = 1'-0"

CMU COLUMN SECTION (TYP)

Scale 1" = 1'-0"

CMU FENCE SECTION (TYP)

M U

L T

I P

U R

P O

B

I L

D I N

G

S E

C T

I O

N

D

E T

A I L

S

S-500

T P

T P

J O

B

THESE DETAILS ARE BASED ON THE ARCHITECTURAL FLOOR PLAN FOR THE

MULTI-PUPROSE BUILDING, WHICH SERVES AS "THE BASIS OF DESIGN" FOR THE

BUILDING.

THE DB CONTRACTOR SHALL INVESTIGATE OTHER MATERIALS, COMPONENTS, AND

SYSTEMS FOR ALTERNATE DESIGN APPROACHES. FOR EXAMPLE, WHERE CMU

WALLS ARE NOTED, THE DB CONTRACTOR SHALL UNDERSTAND THIS TO BE A

"BASIS OF DESIGN" ONLY. THE DB CONTRACTOR IS ENCOURAGED TO CONSIDER

ALTERNATIVE CONSTRUCTION METHODS INCLUDING, BUT NOT LIMITED TO: CMU,

PRECAST, CAST-IN-PLACE, TILT-UP, AND OTHER CEMENTITIOUS CONSTRUCTION

OPTIONS. EIFS IS NOT ACCEPTABLE.

SEE SPECIFICATION SECTION 01 11 06 FOR FURTHER PERFORMANCE CRITERIA.

REFER ALSO TO THE CORRESPONDING ROOM INFORMATION SHEETS FOR

ADDITIONAL DETAILS.

GRAPHIC SCALE

1" = 1'-0"

0 1' 2'6"

MPB

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UNCLASSIFIED

(FOR OFFICIAL USE ONLY)

UNCLASSIFIED

(FOR OFFICIAL USE ONLY)

T B

D

F

F

I C

I A

L

U

L

Y

NOT FOR CONSTRUCTION

C O

R R

E C

T E

D

F

I N

A L

A

P R

I L

US ARMY CORPS

OF ENGINEERS

F Y

P

N M

P B

S

D

W G

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E V

I S

C

O R

D A

N C

E

W

I T

H

A

M E

N D

M E

J U

R I E

S

VERTICAL BAR #6@24" O.C.

IN GROUTED CELL

W1.7 LADDER REINFORCEMENT

EVERY OTHER COURSE

(8) #6 CONTINUOUS (TYP)

3'-0"

1'-6"

8" CMU BLOCK

" EXPANSION JOINT MATERIAL

#6@12" O.C.

BOTH DIRECTIONS

AT MID-DEPTH OF SLAB

10 MIL POLYETHYLENE

VAPOR BARRIER

6" COMPACTED NO. 57 STONE

COMPACTED

STRUCTURAL FILL

6" COMPACTED NO. 57 STONE

V A

R I E

S

(1) #6 VERTICAL BAR

PER CELL (TYP)

W1.7 LADDER REINFORCEMENT

EVERY OTHER COURSE

(5) #6 BAR, BOTH DIRECTIONS

6" COMPACTED NO. 57 STONE

4'-0"

2'-0"

ALL CELLS FULLY

GROUTED (TYP)

(5) #6 BAR, BOTH DIRECTIONS

8" CMU BLOCK

Scale 1" = 1'-0"

EXTERIOR WALL SECTION (TYP)

Scale 1" = 1'-0"

CMU COLUMN SECTION (TYP)

I N

S T

R U

C T

N

T R

B

I L

D I N

G

D E

T A

I L

S

S-500

T P

T P

J P

B

THESE DETAILS ARE BASED ON THE ARCHITECTURAL FLOOR PLAN FOR THE

INSTRUCTOR CONTROL BUILDING, WHICH SERVES AS "THE BASIS OF DESIGN" FOR

THE BUILDING.

THE DB CONTRACTOR SHALL INVESTIGATE OTHER MATERIALS, COMPONENTS, AND

SYSTEMS FOR ALTERNATE DESIGN APPROACHES. FOR EXAMPLE, WHERE CMU

WALLS ARE NOTED, THE DB CONTRACTOR SHALL UNDERSTAND THIS TO BE A

"BASIS OF DESIGN" ONLY. THE DB CONTRACTOR IS ENCOURAGED TO CONSIDER

ALTERNATIVE CONSTRUCTION METHODS INCLUDING, BUT NOT LIMITED TO: CMU,

PRECAST, CAST-IN-PLACE, TILT-UP, AND OTHER CEMENTITIOUS CONSTRUCTION

OPTIONS. EIFS IS NOT ACCEPTABLE.

SEE SPECIFICATION SECTION 01 11 08 FOR FURTHER PERFORMANCE CRITERIA.

REFER ALSO TO THE CORRESPONDING ROOM INFORMATION SHEETS FOR

ADDITIONAL DETAILS.

GRAPHIC SCALE

1" = 1'-0"

0 1' 2'6"

ICB

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P L E

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C A

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K A

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F

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A S

S I F

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UNCLASSIFIED

(FOR OFFICIAL USE ONLY)

UNCLASSIFIED

(FOR OFFICIAL USE ONLY)

T B

D

F

F

I C

I A

L

U

L

Y

NOT FOR CONSTRUCTION

C O

R R

E C

T E

D

F

I N

A L

A

P R

I L

US ARMY CORPS

OF ENGINEERS

F Y

P

N I C

B S

D

W G

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E V

I S

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O R

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A

M E

N D

M E

J U

S-100K

S-100K

20'-4"

3'-0"

16'-8"

V A

R I E

S

VERTICAL BAR #6@48" O.C.

IN GROUTED CELL

W1.7 LADDER REINFORCEMENT

EVERY OTHER COURSE

(8) #6 CONTINUOUS (TYP)

3'-0"

1'-6"

8" CMU BLOCK

" EXPANSION JOINT MATERIAL

#6@12" O.C.

BOTH DIRECTIONS

AT MID-DEPTH OF SLAB

10 MIL POLYETHYLENE

VAPOR BARRIER

6" COMPACTED NO. 57 STONE

6" COMPACTED NO. 57 STONE

Scale 1/4" = 1'-0"

FOUNDATION PLAN

Scale 1/4" = 1'-0"

FIRST FLOOR SLAB PLAN

Scale 1" = 1'-0"

EXTERIOR WALL SECTION (TYP)

K I T

C H

E N

P L

A N

S

A

C

T I O

N

D

E T

A I L

S

S-100

T P

T P

J P

B

THESE PLANS AND DETAILS ARE BASED ON THE ARCHITECTURAL FLOOR PLAN FOR

THE KITCHEN BUILDING, WHICH SERVES AS "THE BASIS OF DESIGN" FOR THE

BUILDING.

THE DB CONTRACTOR SHALL INVESTIGATE OTHER MATERIALS, COMPONENTS, AND

SYSTEMS FOR ALTERNATE DESIGN APPROACHES BEFORE. FOR EXAMPLE, WHERE

CMU WALLS ARE NOTED, THE DB CONTRACTOR SHALL UNDERSTAND THIS TO BE A

"BASIS OF DESIGN" ONLY. THE DB CONTRACTOR IS ENCOURAGED TO CONSIDER

ALTERNATIVE CONSTRUCTION METHODS INCLUDING, BUT NOT LIMITED TO: CMU,

PRECAST, CAST-IN-PLACE, TILT-UP, AND OTHER CEMENTITIOUS CONSTRUCTION

OPTIONS. EIFS IS NOT ACCEPTABLE.

SEE SPECIFICATION SECTION 01 11 12 FOR FURTHER PERFORMANCE CRITERIA.

REFER ALSO TO THE CORRESPONDING ROOM INFORMATION SHEETS FOR

ADDITIONAL DETAILS.

PLAN

NORTH

TRUE

NORTH

KEY PLAN

NOT TO SCALE

GRAPHIC SCALE

1" = 1'-0"

0 1' 2'6"

GRAPHIC SCALE

1/4" = 1'-0"

4'2'0 8'

K

D

C

A

B

S O

L I C

I T

A T

I O

N

N

O

F I

M

E

D R

A W

N

B

Y

C H

E C

K E

D

B

Y

D E

S I G

N

B

Y

M A

R K

SHEET ID

I S

S U

E

D

A T

E

S I Z

E

S U

B M

I T

T E

D

B

Y

D E

S C

R I P

T I O

N D

A T

E

C O

N T

R A

A N

S I

D

W P

M R

C A

T E

G O

D

E

Z A

P A

T A

Z A

P A

C O

R P

O R

A T

E D

F

A I R

V I E

W

R

O A

D

S

U I T

E

C H

A R

L O

T T

E

N

C

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

W I L M

I N

G T

S

T R

I C

T

D

A R

L I N

G T

E

W I L M

I N

G T

O N

N

C

S E

A

I N

I N

G

C

O M

P L E

X

C A

C

K A

L L

N

C

F

Y

U N

C L

A S

S I F

I E

D

UNCLASSIFIED

(FOR OFFICIAL USE ONLY)

UNCLASSIFIED

(FOR OFFICIAL USE ONLY)

T B

D

F

F

I C

I A

L

U

L

Y

NOT FOR CONSTRUCTION

C O

R R

E C

T E

D

F

I N

A L

A

P R

I L

US ARMY CORPS

OF ENGINEERS

F Y

P

N K

S

D

W G

R

E V

I S

C

O R

D A

N C

E

W

I T

H

A

M E

N D

M E

J U

S-100R

S-100R

18'-4"

3'-0"

14'-8"

V A

R I E

S

VERTICAL BAR #6@48" O.C.

IN GROUTED CELL

W1.7 LADDER REINFORCEMENT

EVERY OTHER COURSE

(8) #6 CONTINUOUS (TYP)

3'-0"

1'-6"

8" CMU BLOCK

" EXPANSION JOINT MATERIAL

#6@12" O.C.

BOTH DIRECTIONS

AT MID-DEPTH OF SLAB

10 MIL POLYETHYLENE

VAPOR BARRIER

6" COMPACTED NO. 57 STONE

6" COMPACTED NO. 57 STONE

Scale 1/4" = 1'-0"

FOUNDATION PLAN

Scale 1/4" = 1'-0"

FIRST FLOOR SLAB PLAN

Scale 1" = 1'-0"

EXTERIOR WALL SECTION (TYP)

L A

T R

I N

E

P L

A N

S

A

C

T I O

N

D

E T

A I L

S

S-100

T P

T P

J P

B

THESE PLANS AND DETAILS ARE BASED ON THE ARCHITECTURAL FLOOR PLAN FOR

THE LATRINE BUILDING, WHICH SERVES AS "THE BASIS OF DESIGN" FOR THE

BUILDING.

THE DB CONTRACTOR SHALL INVESTIGATE OTHER MATERIALS, COMPONENTS, AND

SYSTEMS FOR ALTERNATE DESIGN APPROACHES. FOR EXAMPLE, WHERE CMU

WALLS ARE NOTED, THE DB CONTRACTOR SHALL UNDERSTAND THIS TO BE A

"BASIS OF DESIGN" ONLY. THE DB CONTRACTOR IS ENCOURAGED TO CONSIDER

ALTERNATIVE CONSTRUCTION METHODS INCLUDING, BUT NOT LIMITED TO: CMU,

PRECAST, CAST-IN-PLACE, TILT-UP, AND OTHER CEMENTITIOUS CONSTRUCTION

OPTIONS. EIFS IS NOT ACCEPTABLE.

SEE SPECIFICATION SECTION 01 11 11 FOR FURTHER PERFORMANCE CRITERIA.

REFER ALSO TO THE CORRESPONDING ROOM INFORMATION SHEETS FOR

ADDITIONAL DETAILS.

PLAN

NORTH

TRUE

NORTH

KEY PLAN

NOT TO SCALE

L

D

C

A

B

S O

L I C

I T

A T

I O

N

N

O

F I

M

E

D R

A W

N

B

Y

C H

E C

K E

D

B

Y

D E

S I G

N

B

Y

M A

R K

SHEET ID

I S

S U

E

D

A T

E

S I Z

E

S U

B M

I T

T E

D

B

Y

D E

S C

R I P

T I O

N D

A T

E

C O

N T

R A

A N

S I

D

W P

M R

C A

T E

G O

D

E

Z A

P A

T A

Z A

P A

C O

R P

O R

A T

E D

F

A I R

V I E

W

R

O A

D

S

U I T

E

C H

A R

L O

T T

E

N

C

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

W I L M

I N

G T

S

T R

I C

T

D

A R

L I N

G T

E

W I L M

I N

G T

O N

N

C

S E

A

I N

I N

G

C

O M

P L E

X

C A

C

K A

L L

N

C

F

Y

U N

C L

A S

S I F

I E

D

UNCLASSIFIED

(FOR OFFICIAL USE ONLY)

UNCLASSIFIED

(FOR OFFICIAL USE ONLY)

T B

D

F

F

I C

I A

L

U

L

Y

NOT FOR CONSTRUCTION

C O

R R

E C

T E

D

F

I N

A L

A

P R

I L

US ARMY CORPS

OF ENGINEERS

F Y

P

N L S

D

W G

R

E V

I S

C

O R

D A

N C

E

W

I T

H

A

M E

N D

M E

J U