ADDITIONAL_RFIs_20170126_REV.pdf

UP

UP

A-101B

A-101A

AUDITORIUM

SCRUB AREA

TRAINING AREA

STAIR A

MECH

COMM

BARRACK

BARRACK

BARRACK

BARRACK

LAUNDRY

ELEV

EMR

CONF

TRAINING OFFICE

ADMIN SUITE

M SHOWER/

LOCKERS

VESTIBULE

LOBBY

BARRACK

ARMS ROOM

OFFICE

RR

COMMANDANT

OFFICE

OFFICE

OFFICE

OFFICE

W CADRE

LOCKERS

STORAGE

TRAINING ACCESS

OFFICE

OFFICE

M CADRE

LOCKERS

SUPPLY

COPY CNTR

OFFICE

TA-50 STORAGE

TEST ROOM

RECORDS ROOM

STAIR B

CLOSET

STAFF BREAK

ROOM

BARRACK ACCESS

INSTRUCTIONAL

ACCESS

JAN CL / STO

ELEC

A-201

A-201

A-201

A-201

A

B

C

D

E

E.1

F

F.1

G

H

1 2 3 4 5 6 7 7.1 8 9 10 11 12 13 14

208' - 2" 59' - 7" 27' - 7" 13' - 4"

322' - 0"

13' - 4" 236' - 4" 72' - 4"

106 SF

INT. STAIR

W SHOWER/

LOCKERS

LAWN/SNOW EQ.

A-220

A-220

A-220

A-220

5'

2"

150 SF

MAIN ENTRANCE

S-A

S-B

S-1 S-2

5 1/2" 5 1/2"

1/

2"

1/ 2"

25' - 4 1/2"

70' - 8 1/4"

3'

3/

8"

KEY PLAN

PLAN NORTH

0' 8' 16' 32' 64'

SCALE: 1/16" = 1'-0"

GENERAL NOTES

1. EXTERIOR DIMENSIONS ARE TO THE EXTERIOR FACE OF MASONRY OR COLUMN

CENTERLINE. INTERIOR DIMENSIONS ARE TO FACE PARTITION UNLESS NOTED OTHERWISE

(U.N.O.)

2. REFERENCE ENLARGED PLANS FOR ADDITIONAL INFORMATION.

3. SEE CIVIL DRAWINGS FOR FINISH GRADE ELEVATIONS. SEE STRUCTURAL DRAWINGS

FOR FOUNDATION PLANS AND FLOOR SLABS.

4. FOR GROSS AREA REFER TO GROSS AREA CALCULATION DRAWING.

5. SEE INTERIORS FOR FINISH SCHEDULE.

DRAWING NOTES

1. SLOPE ALL EXTERIOR SLABS 1/8" PER FOOT FROM BUILDING FACE TO SLAB EDGE.

SLOPE ALL INTERIOR SLABS TO FLOOR DRAINS AS INDICATED. COORDINATE WITH

STRUCTURAL AND PLUMBING.

2. AT ALL FEC LOCATIONS, FIRE EXTINGUISHER TO BE 4A-80B:C.

3. PENETRATIONS THROUGH FLOOR ABOVE SHALL UTILIZE AN APPROVED THROUGH

PENETRATION PROTECTION SYSTEM TO MAINTAIN RATING REQUIREMENT OF

FLOOR. (i.e. FIRE DAMPERS @ DUCTWORK).

US Army Corps of Engineers ®

SHEET ID

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M

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O R

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0, W

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-0

1/16" = 1'-0"A-101

1 FIRST FLOOR PLAN

M

AR

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C

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AD

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AD

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N

AL

R

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S

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EV

S.

A

FT

ER

A M

EN

D

D at e

A-301

171 SF

SCRUB AREA

7761 SF

TRAINING AREA

285 SF

STAIR A

377 SF

ARMS ROOM

118 SF

OFFICE

754 SF

STORAGE

A-201

A-201

A-201

A

B

C

D

E

E.1

F

F.1

H

1 2 3 4 5

1'

4"

3'

6"

1'

4"

3' - 0" 10' - 4" 1' - 7" 30' - 8" 32' - 3" 30' - 2"

1' - 7" 30' - 8" 32' - 3" 30' - 2"

1' - 7" 17' - 1" 6' - 4" 10' - 0" 4' - 8" 5' - 4" 4' - 8" 5' - 4" 4' - 8" 6' - 8" 4' - 8" 5' - 4" 4' - 8" 3' - 8" 6' - 4" 3' - 8"

12' - 0" 4' - 8" 5' - 4" 4' - 8" 8' - 4" 4' - 8" 5' - 0" 4' - 8" 5' - 8" 4' - 8" 9' - 4" 4' - 8" 5' - 4" 4' - 8" 13' - 8" 4' - 8"

8'

4" 6'

0"

7 1/2"7 1/2"

31' - 0"

4"

6'

0"

A-211 3

A-302

AF2

AF1

H01

A-204

A-204

435 SF

LAWN/SNOW EQ.

1000A

C

A-302

A-331

A-331

2' - 6 1/4" 9' - 0" 2' - 5" 9' - 0" 2' - 5 1/4"

5'

B

143B 143A

0B

0C

120B

142A 142B

139A

FEC

FEC

FEC

A-417

W1 W1 W1 W1 W1 W1 W1 W1

W1 W1 W1 W1 W1

A-220

A-220

A-331

A-332

A-335

A-310

A-310

140A

A-202

A-203

AF1

A-310

7 1/2"

A-312

A-312

140A

M

AT

C H

L

IN

E

SE

E

/ A -1

B

A-302

A-612

S-A

S-B

S-1 S-2

5 1/2" 5 1/2"

1/

2"

5 1/2"

KEY PLAN

PLAN NORTH

0' 4' 8' 16' 32'

SCALE: 1/8" = 1'-0"

GENERAL NOTES DRAWING NOTES

1. EXTERIOR DIMENSIONS ARE TO THE EXTERIOR FACE OF MASONRY OR COLUMN

CENTERLINE. INTERIOR DIMENSIONS ARE TO FACE PARTITION UNLESS NOTED OTHERWISE

(U.N.O.)

2. REFERENCE ENLARGED PLANS FOR ADDITIONAL INFORMATION.

3. SEE CIVIL DRAWINGS FOR FINISH GRADE ELEVATIONS. SEE STRUCTURAL DRAWINGS

FOR FOUNDATION PLANS AND FLOOR SLABS.

4. FOR GROSS AREA REFER TO GROSS AREA CALCULATION DRAWING.

5. SEE INTERIORS FOR FINISH SCHEDULE.

1. SLOPE ALL EXTERIOR SLABS 1/8" PER FOOT FROM BUILDING FACE TO SLAB EDGE.

SLOPE ALL INTERIOR SLABS TO FLOOR DRAINS AS INDICATED. COORDINATE WITH

STRUCTURAL AND PLUMBING.

2. AT ALL FEC LOCATIONS, FIRE EXTINGUISHER TO BE 4A-80B:C.

3. PENETRATIONS THROUGH FLOOR ABOVE SHALL UTILIZE AN APPROVED THROUGH

PENETRATION PROTECTION SYSTEM TO MAINTAIN RATING REQUIREMENT OF

FLOOR. (i.e. FIRE DAMPERS @ DUCTWORK).

TYPICAL SYMBOL LEGEND

INDICATES DOOR TYPE. SEE DOOR SCHEDULE

INDICATES WINDOW TYPE. SEE WINDOW SCHEDULE

INDICATES PARTITION TYPE

INDICATES LOUVER TYPE. SEE LOUVER SCHEDULE FIRE EXTINGUISHER CABINET (FEC)

INDICATES ROOM NAME AND NUMBER SYMBOL

1 101

X

ROOM NAME

150 SF

FEC

1i

INDICATES FOLDING PARTITION

INDICATES VISION PANEL

US Army Corps of Engineers ®

SHEET ID

U S

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1/8" = 1'-0"A-101A

1 FIRST FLOOR PLAN - PART A

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EV

S.

A

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A M

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D

D at e

A-302

1988 SF

AUDITORIUM

1069 SF

MECH

172 SF

COMM

270 SF

BARRACK

270 SF

BARRACK

270 SF

BARRACK

269 SF

BARRACK

139 SF

LAUNDRY

58 SF

ELEV

86 SF

EMR

485 SF

CONF

226 SF

TRAINING

OFFICE

601 SF

ADMIN SUITE

1235 SF

M SHOWER/

LOCKERS

150 SF

VESTIBULE

135 SF

BARRACK

377 SF

ARMS ROOM

120 SF

OFFICE

42 SF

RR

233 SF

COMMANDANT

150 SF

OFFICE

120 SF

OFFICE

120 SF

OFFICE

115 SF

OFFICE

282 SF

W CADRE

LOCKERS

754 SF

STORAGE

403 SF

TRAINING

ACCESS

118 SF

OFFICE

118 SF

OFFICE

449 SF

M CADRE

LOCKERS

53 SF

SUPPLY

149 SF

COPY CNTR

120 SF

OFFICE

758 SF

TA-50 STORAGE

94 SF

TEST ROOM

99 SF

RECORDS

ROOM

291 SF

STAIR B

27 SF

CLOSET

215 SF

STAFF BREAK

ROOM

246 SF

BARRACK

ACCESS

1185 SF

INSTRUCTIONAL

ACCESS

104 16 SF

JAN CL / STO

234 SF

ELEC

A-402

A-405

A-405

A-411

A-415

A-201

A

B

C

D

E

E.1

F

F.1

G

H

5 6 7 7.1 8 9 10 11 12 13 14

4' - 8" 6' - 0" 4' - 8" 6' - 0" 4' - 8" 9' - 8" 4' - 8" 5' - 4" 4' - 8" 5' - 4" 4' - 8" 7' - 4" 4' - 8" 6' - 2" 4' - 8" 6' - 0" 4' - 8" 6' - 2" 10' - 0"

10"

32' - 3" 13' - 0" 18' - 7" 37' - 0" 13' - 6" 26' - 0" 31' - 2" 1' - 7" 26' - 1" 1' - 6" 11' - 4" 2' - 0"

4'

1/

2" 3'

4"

1/ 2"

3'

4"

1'

0"

1'

4"

2'

0"

1'

4"

1'

4"

10" 1' - 10" 4' - 8" 13' - 4" 4' - 8" 6' - 8" 4' - 8" 13' - 4" 4' - 8" 4' - 11"

1' - 7" 4' - 8" 5' - 0" 4' - 8" 2' - 8" 4' - 8" 4' - 4"

32' - 3" 13' - 0" 32' - 3" 23' - 4" 13' - 6" 26' - 0" 1' - 4" 29' - 10" 27' - 8" 12' - 10" 2' - 0"

15' - 1 3/4" 4' - 8" 4' - 0" 4' - 8" 2' - 8" 4' - 8" 8' - 0" 4' - 8" 2' - 8" 4' - 8" 16' - 6 1/4"

6' - 4" 11' - 8"

3' - 8"

9' - 9 3/4" 9' - 11"

9' - 11"

6' - 0"

19' - 3" 12' - 6" 9' - 11" 9' - 11" 9' - 7" +/-

19' - 5"

6'

0"

/2

10' - 10 29/64"

0"

9'

7/

8"

7'

0"

7'

7/

8"

13' - 7 3/4"

30' - 8 55/64"

44' - 9 31/64"

A-302

_______2 A-301

_______ 3 A-301

_______ 4 A-301

A-302

A-311

A-302

GA2

AF1AF1

AF1

AF1

J01

AF1

J01

AA3

AA3

AA1

AA1 AA1

AA1

AA1

AA1

AF1

A01 A01

AA1

AA3

AA1

AA1

AA1AA1AA1AA1AA1

AA1AA1

AA1

AA1

H01

H01

H01

142B

142A

H01

A01 A01

AA1

AA1

AA1

AA1

A01

AA1

AF1

AF2

A01A01

A01

A01A01

AA1

F03

F02

F03

A01A01F03A01

11' - 2 1/8"

12' - 1 35/64"

VP2

A-412

A-412

0A

110B

120B

139A

5A

5B

9B

125B 12 5A

7B

137A

120A

104B

8 10

7A

104A

9A

109B 111B

1A

3A

4A

112A 112B

W1 W1 W1 W1 W1

W1 W1 W1

7B

W1 W1 W1 W1 W1 W1 W1 W1 W1

103C

103D

W1 W1 W1 W1

FEC

FEC

FEC

FEC

A-417

A01

F03

F03

A-220

A-220

A-220

13' - 11"

3'

8"

A-332

A-332

A-406

W01

139C

A-202

A-203

150 SF

MAIN

ENTRANCE

260 SF

W SHOWER/

LOCKERS

A-310

A-312

A-312

1'

4"

M

AT

C H

L

IN

E

SE

E

/ A -1

A

F03

F03

1' - 6"

SF-E

SF-D

SF-F

KEY PLAN

PLAN NORTH

0' 4' 8' 16' 32'

SCALE: 1/8" = 1'-0"

GENERAL NOTES DRAWING NOTES

1. EXTERIOR DIMENSIONS ARE TO THE EXTERIOR FACE OF MASONRY OR COLUMN

CENTERLINE. INTERIOR DIMENSIONS ARE TO FACE PARTITION UNLESS NOTED OTHERWISE

(U.N.O.)

2. REFERENCE ENLARGED PLANS FOR ADDITIONAL INFORMATION.

3. SEE CIVIL DRAWINGS FOR FINISH GRADE ELEVATIONS. SEE STRUCTURAL DRAWINGS

FOR FOUNDATION PLANS AND FLOOR SLABS.

4. FOR GROSS AREA REFER TO GROSS AREA CALCULATION DRAWING.

5. SEE INTERIORS FOR FINISH SCHEDULE.

1. SLOPE ALL EXTERIOR SLABS 1/8" PER FOOT FROM BUILDING FACE TO SLAB EDGE.

SLOPE ALL INTERIOR SLABS TO FLOOR DRAINS AS INDICATED. COORDINATE WITH

STRUCTURAL AND PLUMBING.

2. AT ALL FEC LOCATIONS, FIRE EXTINGUISHER TO BE 4A-80B:C.

3. PENETRATIONS THROUGH FLOOR ABOVE SHALL UTILIZE AN APPROVED THROUGH

PENETRATION PROTECTION SYSTEM TO MAINTAIN RATING REQUIREMENT OF

FLOOR. (i.e. FIRE DAMPERS @ DUCTWORK).

TYPICAL SYMBOL LEGEND

INDICATES DOOR TYPE. SEE DOOR SCHEDULE

INDICATES WINDOW TYPE. SEE WINDOW SCHEDULE

INDICATES PARTITION TYPE

INDICATES LOUVER TYPE. SEE LOUVER SCHEDULE FIRE EXTINGUISHER CABINET (FEC)

INDICATES ROOM NAME AND NUMBER SYMBOL

1 101

X

ROOM NAME

150 SF

FEC

1i

INDICATES FOLDING PARTITION

INDICATES VISION PANEL

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

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0, W

2D S-

-R

-0

1/8" = 1'-0"A-101B

1 FIRST FLOOR PLAN - PART B

M

AR

K D

ES

C

R

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S

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EV

S.

A

FT

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A M

EN

D

D at e

DN

DN

954 SF

CLASSROOM

690 SF

MECH

128 SF

COMM

270 SF

BARRACK

168 SF

ELEC

270 SF

BARRACK

270 SF

BARRACK

269 SF

BARRACK

374 SF

STUDENT

BREAK AREA

21258 SF

ELEV

STAIR A

35 SF

J.C.

213B

130 SF

OFFICE

110 SF

OFFICE

978 SF

CLASSROOM

994 SF

CLASSROOM

130 SF

OFFICE

110 SF

OFFICE

970 SF

CLASSROOM

130 SF

OFFICE

978 SF

CLASSROOM

130 SF

OFFICE

110 SF

OFFICE

985 SF

CLASSROOM

130 SF

OFFICE

126 SF

OFFICE

1070 SF

LEARNING

RESOURCE

CENTER

974 SF

CLASSROOM

130 SF

OFFICE

110 SF

OFFICE

977 SF

CLASSROOM

130 SF

OFFICE

499 SF

INSTRUCTIONAL

ACCESS

STAIR B

130 SF

OFFICE

135 SF

BARRACK

417 SF

M RR

126 SF

OFFICE

201 SF

F RR

A-102B

A-102A

A-201

A-201

A-201

A-201

A

B

C

D

E

E.1

F

F.1

G

H

1 2 3 4 5 6 7 7.1 8 9 10 11 12 13 14

249' - 8" 72' - 4"

322' - 0"

1'

4"

6'

8"

13' - 4" 194' - 0" 16' - 6" 84' - 10" 13' - 4"

119 SF

INT. STAIR

JAN CLOSET

BARRACK ACCESS

A-220

A-220

A-220

A-220

A-322

A-322

1/

2"

1/

2"

1' - 6" 1' - 6"

KEY PLAN

PLAN NORTH

0' 8' 16' 32' 64'

SCALE: 1/16" = 1'-0"

GENERAL NOTES

1. EXTERIOR DIMENSIONS ARE TO THE EXTERIOR FACE OF MASONRY OR COLUMN

CENTERLINE. INTERIOR DIMENSIONS ARE TO FACE PARTITION UNLESS NOTED OTHERWISE

(U.N.O.)

2. REFERENCE ENLARGED PLANS FOR ADDITIONAL INFORMATION.

3. SEE CIVIL DRAWINGS FOR FINISH GRADE ELEVATIONS. SEE STRUCTURAL DRAWINGS

FOR FOUNDATION PLANS AND FLOOR SLABS.

4. FOR GROSS AREA REFER TO GROSS AREA CALCULATION DRAWING.

5. SEE INTERIORS FOR FINISH SCHEDULE.

DRAWING NOTES

1. SLOPE ALL EXTERIOR SLABS 1/8" PER FOOT FROM BUILDING FACE TO SLAB EDGE.

SLOPE ALL INTERIOR SLABS TO FLOOR DRAINS AS INDICATED. COORDINATE WITH

STRUCTURAL AND PLUMBING.

2. AT ALL FEC LOCATIONS, FIRE EXTINGUISHER TO BE 4A-80B:C.

3. PENETRATIONS THROUGH FLOOR ABOVE SHALL UTILIZE AN APPROVED THROUGH

PENETRATION PROTECTION SYSTEM TO MAINTAIN RATING REQUIREMENT OF

FLOOR. (i.e. FIRE DAMPERS @ DUCTWORK).

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

A W N

B Y:

D

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Y:

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-0

1/16" = 1'-0"A-102

1 SECOND FLOOR PLAN

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

AD

D

IT

IO

N

AL

R

FI

S

D at e

AD

D

IT

IO

N

AL

R

FI

S

R

EV

S.

A

FT

ER

A M

EN

D

D at e

A-301

285 SF

STAIR A

994 SF

CLASSROOM

130 SF

OFFICE

110 SF

OFFICE

970 SF

CLASSROOM

130 SF

OFFICE

978 SF

CLASSROOM

130 SF

OFFICE

110 SF

OFFICE

985 SF

CLASSROOM

130 SF

OFFICE

130 SF

OFFICE

977 SF

CLASSROOM

A-201

A-201

A

B

C

D

E

E.1

F

F.1

G

H

1 2 3 4 5 6

1'

4"

3'

6"

1'

4"

13' - 4"

1' - 7"

2' - 5" 4' - 8" 5' - 4" 4' - 8" 5' - 4" 4' - 8"

3' - 7"

2' - 9" 4' - 8" 5' - 4" 4' - 8" 5' - 4" 4' - 8" 4' - 10" 1' - 10" 4' - 8" 5' - 4" 4' - 8" 5' - 4" 4' - 8" 6' - 6" 4' - 8" 5' - 4" 4' - 8" 5' - 6" 4' - 8" 4' - 7"

3' - 0"

10' - 4"

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

1' - 11 1/2"

4' - 8"

A-301

A-302

30' - 11" 31' - 0"

11' - 7" 19' - 4" 19' - 4" 11' - 8"

5' - 8" 13' - 5" 11' - 10" 13' - 5" 5' - 8"

EQ EQ EQ

11' - 8" 19' - 4" 19' - 4" 11' - 8"

5' - 8" 13' - 5" 11' - 10" 13' - 5" 5' - 8"

1/ 2"

7'

5"

1/ 2"

7'

5"

7'

5"

7'

5"

EQ EQ EQ EQ

VP2

VP3VP3

VP2

W3

EQ EQ

EQ

VP2 VP3

VP2 VP2VP3VP3

EQ EQ EQ EQ

9A

0A

3A

223B

230B 229B

0"

0"

W3 W3 W3 W3 W3 W3

W1 W1 W1

W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1

FP-2

FP-1

FP-3

7'

3/

4"

A-220

A-220

1' - 8" 3' - 8"

JT. THK. 4" 10"

A-331

A-417

6'

7/

A-310

A-102A

A-331

7 SIM

A-331

5 SIM

A-331

A-322

A-322

A-322

3' - 0" 11' - 11" 30' - 8" 32' - 3" 30' - 2" 32' - 3"

A-310

1/

2"

1/ 2"

1"

1" / 12"

1/ 2"

1" / 12"

1"

" 1" / 12"

1"

1/ 2"

1/ 2"

M

AT

C H

L

IN

E

SE

E

/ A -1

B

1/2" / 12"

A-102A

SIM

A-102A

SIM

1559 SF

INSTRUCTIONAL

ACCESS

FP-1

FEC FEC

AA1

AA1

AA1

AA1

AA1

AA1AA4

AA1

F02

F02

F02

X03

X03

FP-2

FP

AA1 AA4

AA1

AA1

AA1

A01 A01

AA1

F02

F02

A01

AA1 AA1

AA1

AA4 AA1 AA4AA1

AA1

AA1

AA1

AA1

F02

X03

FP

AA4 AA1

AA1

AA1

AA1

AA1AA1

X03

GA1

F02

AA1

AA1

AF2

A-407

KEY PLAN

PLAN NORTH

0' 4' 8' 16' 32'

SCALE: 1/8" = 1'-0"

GENERAL NOTES

1. EXTERIOR DIMENSIONS ARE TO THE EXTERIOR FACE OF MASONRY OR COLUMN

CENTERLINE. INTERIOR DIMENSIONS ARE TO FACE PARTITION UNLESS NOTED OTHERWISE

(U.N.O.)

2. REFERENCE ENLARGED PLANS FOR ADDITIONAL INFORMATION.

3. SEE CIVIL DRAWINGS FOR FINISH GRADE ELEVATIONS. SEE STRUCTURAL DRAWINGS

FOR FOUNDATION PLANS AND FLOOR SLABS.

4. FOR GROSS AREA REFER TO GROSS AREA CALCULATION DRAWING.

5. SEE INTERIORS FOR FINISH SCHEDULE.

DRAWING NOTES

1. SLOPE ALL EXTERIOR SLABS 1/8" PER FOOT FROM BUILDING FACE TO SLAB EDGE.

SLOPE ALL INTERIOR SLABS TO FLOOR DRAINS AS INDICATED. COORDINATE WITH

STRUCTURAL AND PLUMBING.

2. AT ALL FEC LOCATIONS, FIRE EXTINGUISHER TO BE 4A-80B:C.

3. PENETRATIONS THROUGH FLOOR ABOVE SHALL UTILIZE AN APPROVED THROUGH

PENETRATION PROTECTION SYSTEM TO MAINTAIN RATING REQUIREMENT OF

FLOOR. (i.e. FIRE DAMPERS @ DUCTWORK).

TYPICAL SYMBOL LEGEND

INDICATES DOOR TYPE. SEE DOOR SCHEDULE

INDICATES WINDOW TYPE. SEE WINDOW SCHEDULE

INDICATES PARTITION TYPE

INDICATES LOUVER TYPE. SEE LOUVER SCHEDULE FIRE EXTINGUISHER CABINET (FEC)

INDICATES ROOM NAME AND NUMBER SYMBOL

1 101

X

ROOM NAME

150 SF

FEC

1i

INDICATES FOLDING PARTITION

INDICATES VISION PANEL

F

F.1

7 29/256" 6 1/2"

18 125/256"

5/

8"

3"

A-332

GAGE

2 1/2"

BRACKET

3 1/2"

FA

BR

IC

AT

IO

N

H

EI

G H

T

M

IN

IM

U

M

5/

FI

N

IS

H

ED

O

PE

N

IN

G

H

EI

G H

T

1/

2"1/ 8"

BRACING

SOUND BAFFLE TO BE (2) LAYERS OF 5/8"

GYP. BD. EA. SIDE TO EXTEND & SEAL TO

DECK ABOVE. FILL CAVITY WITH SOUND

BATT INSULATION. INSULATION MUST BE

SUPPORTED SO IT DOES NOT SAG INTO

TRACK SYSTEM

38" DIA. A36 STEEL HANGER RODS &

LOCKING FLANGE NUTS.

HANGER BRACKET

#17 STEEL TRACK PRE-PAINTED WHITE

STEEL, 4 WHEEL BALLBEARING TROLLEYS

BAFFLE JOINTS MUST BE TAPED &

SPACKLED

AUTOMATIC TOP SEAL

MANUAL DROP SEAL, PROVIDE 2"

OPERATING CLEARANCE (+50"-1.50")

FINISH FLOOR

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

A W N

B Y:

D

ES

IG

N

ED

B

Y:

SU

B M

IT

TE

D B

Y:

SI

ZE

C H

E C

KE

D B

Y:

AN

S I

'D

FI

LE

N

AM

E:

IS

SU

E D

AT

E :

C O

N

TR

AC

T

N O

SO

L I

C

IT

AT

IO

N N

O

FI

LE

N U

M

BE

R

1 2 3 4 5

D

C

B

A

DATE:

FILE PATH:

1/26/2017 4:44:39 PM

S:\Projects\Ft_Drum\NCO Academy\Con_Docs\BIM_Models\Architectural\NCOA-DMMA-CF.rvt

A-102A

SE

C

O N

D F

LO

O

R P

L A N

P A

R T

A

N C

O A

C A D

EM

Y

C O

M

PL

E X N

EW

Y

O R

K N

EW

Y

O R

K , N

Y

F

ED

ER

AL

P

LA

ZA

R O

O M

N

EW

Y

O R

K, N

Y

8-

LG

R

LG

R

M

AJ

/C

PP

O C

TO

BE

R

0, W

2D S-

-R

-0

1/8" = 1'-0"A-102A

1 SECOND FLOOR PLAN - PART A

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

AD

D

IT

IO

N

AL

R

FI

S

D at e

AD

D

IT

IO

N

AL

R

FI

S

R

EV

S.

A

FT

ER

A M

EN

D

D at e

1/2" = 1'-0"A-102A

3 TYP. CLRM EGRESS DR CLEAR

3" = 1'-0"A-102A

2 FOLDING PARTITION - SECTION

A-302

954 SF

CLASSROOM

690 SF

MECH

128 SF

COMM

270 SF

BARRACK

168 SF

ELEC

270 SF

BARRACK

291 SF

STAIR B

270 SF

BARRACK

269 SF

BARRACK

374 SF

STUDENT BREAK

AREA

58 SF

ELEV

35 SF

J.C.

213B

130 SF

OFFICE

110 SF

OFFICE

978 SF

CLASSROOM

994 SF

CLASSROOM

110 SF

OFFICE

130 SF

OFFICE

126 SF

OFFICE

1070 SF

LEARNING

RESOURCE

CENTER

974 SF

CLASSROOM

130 SF

OFFICE

222 110 SF

OFFICE

977 SF

CLASSROOM

130 SF

OFFICE

135 SF

BARRACK

499 SF

INSTRUCTIONAL

ACCESS

130 SF

OFFICE

222 SF

BARRACK ACCESS

417 SF

M RR

126 SF

OFFICE

22 SF

JAN CLOSET

201 SF

F RR

A-311

A-411

A-415

A-201

A

B

C

D

E

E.1

F

F.1

G

H

5 6 7 7.1 8 9 10 11 12 13 14

4' - 8" 6' - 0" 4' - 8" 6' - 0" 4' - 8" 9' - 8" 4' - 8" 5' - 4" 4' - 8" 5' - 4" 4' - 8" 7' - 4" 4' - 8" 6' - 2" 4' - 8" 6' - 0" 4' - 8" 2' - 10"

32' - 3" 31' - 7" 35' - 6" 1' - 6" 13' - 6" 1' - 6" 55' - 8" 1' - 7" 26' - 1" 1' - 6" 11' - 4" 2' - 0"

4' - 8" 5' - 4" 4' - 8" 5' - 6" 4' - 8" 6' - 0" 13' - 4"

4' - 8"

6' - 0" 4' - 8" 6' - 0" 4' - 8" 6' - 0" 4' - 8"

5' - 4"

4' - 8" 7' - 10" 4' - 8" 35' - 6" 15' - 1 3/4" 4' - 8" 4' - 0" 4' - 8" 2' - 8" 4' - 8" 8' - 0" 4' - 8" 2' - 8" 4' - 8" 16' - 6 1/4"

1'

4"

2'

0"

1'

4"

4' - 8" 4' - 4" 4' - 8" 4' - 4" 4' - 8"

6' - 8"

4' - 8" 4' - 4" 4' - 8" 4' - 4" 4' - 8"

4' - 11"

1' - 7"

4' - 8" 5' - 0" 4' - 8" 2' - 8" 4' - 8" 4' - 4"

1'

4"

1'

4"

2 1/2"

A-302

_______2 A-301

A-301

_______ 4 A-301

A-302

A-302

31' - 0" 30' - 0"

31' - 8"

31' - 0"

1/ 2"

7'

5"

13' - 5" 11' - 8" 13' - 5" 5' - 11" 5' - 11" 11' - 0" 13' - 1"

7'

5"

3/

6"

7'

5"

5' - 8" 26' - 2 1/4" 5' - 8" 11' - 10" 6' - 0" 5' - 0"

EQ EQ EQ

13' - 5" 5' - 11" 5' - 11" 13' - 5" 12' - 4"

5' - 8" 5' - 8"

/2

7'

2"

0"

0"

EQ EQ EQ EQ

VP2 VP3 VP3 VP2

8A

VP2VP3VP3

VP2

3A

230B

VP2VP3VP3

9A

6A

7A

1A

207B 208B

210B211B

8A

0A

223B

238B

W1 W1 W1 W1 W1 W1 W1 W1 W1

W1 W1 W1 W1 W1

W1W1W1W2W2W2W2

FP-1

FP-3

FP-4

13' - 0"

13' - 1"

0"

0"

9' - 3 1/4"

5' - 8"

EQ EQ 6' - 3"

A-416

A-412

206B

3B

AA1

W2W2

A-220

A-220

4129 SF

INTERTITIAL SPACE

A-417

1'

1/

4"

8'

3/

4"

/2

VP2 VP2

A-406

A-406

A-322

A-322

A-322

40 SF

STORAGE

213A

3A

A-310

A-312

1/

2"

1" / 1

2"

1/ 2"

1" / 12" 1" / 1

2" 1/ 2"

1" / 12"

M

AT

C H

L

IN

E

SE

E

/ A -1

A

LG-1LG-1

LG-2

LG-3

1/2" / 12"

1" / 1

2" 1" / 12" 1"

/ 1 2"

A-102A

SIM

_______ 2 A-102A

SIM

A-102A

SIM

1' - 6 1/2"

1559 SF

INSTRUCTIONAL

ACCESS

31' - 0"

31' - 0" 30' - 0"

A-332

FP-1

W1 W1 W1 W1 W1 W1 W1 W1 W1

W1

FEC

FEC

AF1

F02

AA1

AA1

A01

SF-1

A01

A01

GA1GA1A01

GA1

GA1 A01

A01A01 AA1

A01

X03

AF1

AA1

X03

X03F02

A01

A01

AA1

AF1

AF1

AF1

J01 F02

F02

AF1

AA1

AA1

AA1

AA1

AA1

A01 A01

F02 F02

AA1

F02 A01

AF2 F02

AF1

AF1

X03

AF2

AF1

AF1

A01

A01

A01

AA3

AF1

AF1

AF1

F02

AF1

AA1

AA1

AA1

A01

AA1

AA1

AA1

AA1

AA1AA4 AA4AA1

AA1 F02 F02

F02

AA1

AA1

FP

FP

GA1

GA1

GA1

GA1

A01

A01

A01

AA1

AA1AA1

AA1

AA1

AA1

AA1

SF-G

SF-H

KEY PLAN

PLAN NORTH

0' 4' 8' 16' 32'

SCALE: 1/8" = 1'-0"

GENERAL NOTES

1. EXTERIOR DIMENSIONS ARE TO THE EXTERIOR FACE OF MASONRY OR COLUMN

CENTERLINE. INTERIOR DIMENSIONS ARE TO FACE PARTITION UNLESS NOTED OTHERWISE

(U.N.O.)

2. REFERENCE ENLARGED PLANS FOR ADDITIONAL INFORMATION.

3. SEE CIVIL DRAWINGS FOR FINISH GRADE ELEVATIONS. SEE STRUCTURAL DRAWINGS

FOR FOUNDATION PLANS AND FLOOR SLABS.

4. FOR GROSS AREA REFER TO GROSS AREA CALCULATION DRAWING.

5. SEE INTERIORS FOR FINISH SCHEDULE.

DRAWING NOTES

1. SLOPE ALL EXTERIOR SLABS 1/8" PER FOOT FROM BUILDING FACE TO SLAB EDGE.

SLOPE ALL INTERIOR SLABS TO FLOOR DRAINS AS INDICATED. COORDINATE WITH

STRUCTURAL AND PLUMBING.

2. AT ALL FEC LOCATIONS, FIRE EXTINGUISHER TO BE 4A-80B:C.

3. PENETRATIONS THROUGH FLOOR ABOVE SHALL UTILIZE AN APPROVED THROUGH

PENETRATION PROTECTION SYSTEM TO MAINTAIN RATING REQUIREMENT OF

FLOOR. (i.e. FIRE DAMPERS @ DUCTWORK).

TYPICAL SYMBOL LEGEND

INDICATES DOOR TYPE. SEE DOOR SCHEDULE

INDICATES WINDOW TYPE. SEE WINDOW SCHEDULE

INDICATES PARTITION TYPE

INDICATES LOUVER TYPE. SEE LOUVER SCHEDULE FIRE EXTINGUISHER CABINET (FEC)

INDICATES ROOM NAME AND NUMBER SYMBOL

1 101

X

ROOM NAME

150 SF

FEC

1i

INDICATES FOLDING PARTITION

INDICATES VISION PANEL

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

A W N

B Y:

D

ES

IG

N

ED

B

Y:

SU

B M

IT

TE

D B

Y:

SI

ZE

C H

E C

KE

D B

Y:

AN

S I

'D

FI

LE

N

AM

E:

IS

SU

E D

AT

E :

C O

N

TR

AC

T

N O

SO

L I

C

IT

AT

IO

N N

O

FI

LE

N U

M

BE

R

1 2 3 4 5

D

C

B

A

DATE:

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A-102B

SE

C

O N

D F

LO

O

R P

L A N

P A

R T

B

N C

O A

C A D

EM

Y

C O

M

PL

E X N

EW

Y

O R

K N

EW

Y

O R

K , N

Y

F

ED

ER

AL

P

LA

ZA

R O

O M

N

EW

Y

O R

K, N

Y

8-

LG

R

LG

R

M

AJ

/C

PP

O C

TO

BE

R

0, W

2D S-

-R

-0

1/8" = 1'-0"A-102B

1 SECOND FLOOR PLAN - PART B

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

AD

D

IT

IO

N

AL

R

FI

S

D at e

AD

D

IT

IO

N

AL

R

FI

S

R

EV

S.

A

FT

ER

A M

EN

D

D at e

1ST FLOOR

0"

2ND FLOOR

16' - 0"

ROOF

32' - 0"

H

A-323

171 SF

SCRUB AREA

A-335

1 SIM

985 SF

CLASSROOM

1' - 4"

A-323

A-323

EXTERIOR WALL - STEEL STUDS BACKUP (R-

33):

3 5/8" MODULAR BRICK (R-0.43) -

2" AIR SPACE (R-0.93) -

2" INSULATION (R-13.33) -

5/8" GLASS MAT BOARD SHEATING (R-0.67) -

2 1/2" CLOSED CELL - SPRAY INSULATION

(POLYURETHANE) (R-16) -

6" STEEL STUD - 3 1/2" AIR SPACE (R-0.93) -

5/8" GYPSUM BOARD (R-0.56) -

C5

A.F.F.

2' X 2' ACT SYSTEM

10' - 0"

X03

X01

X03

WL12

L-11

EF-1B

E3

A.F.F.

LINEAR METAL CEILING

7' - 11 3/4"

INDICATES FACE OF

CLOSED CELL -

SPRAY INSULATION

AS AIR BARRIER,

TYPICAL FOR

EXTERIOR WALL

ASSEMBLIES WITH

METAL STUDS

BACKUP.

1ST FLOOR

0"

2ND FLOOR

16' - 0"

ROOF

32' - 0"

G

M. MEZZ.

9' - 8"

A-323

A-621

1' - 4"

270 SF

BARRACK

270 SF

BARRACK

A-323

6 SIM

A-323

5 SIM

EXTERIOR WALL -

STEEL STUDS BACKUP

W1

W1

A.F.F.

EXP STRUCT – PAINTED

9' - 0"

A.F.F.

5/8" GWB ON MTL. STUD

9' - 0"

X03

X01

X03

E8

INDICATES FACE OF CLOSED

CELL - SPRAY INSULATION AS

AIR BARRIER, TYPICAL FOR

EXTERIOR WALL

ASSEMBLIES WITH METAL

STUDS BACKUP.

A-621

1 SIM

A-335

5 SIM

1ST FLOOR

0"

2ND FLOOR

16' - 0"

ROOF

32' - 0"

977 SF

CLASSROOM

7761 SF

TRAINING AREA

M. MEZZ.

9' - 8"

1' - 6"

379 SF

MECH MEZZ

377 SF

ARMS ROOM

F02M01

H01

2A

LD-1

A-312

5 SIM

EXTERIOR WALL -

STEEL STUDS BACKUP

A.F.F.

2' X 2' ACT SYSTEM

10' - 0"

A.F.F.9' - 0"

E5

X03

E1

INDICATES FACE OF

CLOSED CELL - SPRAY

INSULATION AS AIR BARRIER,

TYPICAL FOR EXTERIOR

WALL ASSEMBLIES WITH

METAL STUDS BACKUP.

A-322

2 SIM

A-412

7 SIM

1ST FLOOR

0"

1' - 7"

7761 SF

TRAINING AREA

A-312

5 SIM

EXTERIOR WALL -

STEEL STUDS BACKUP

A.F.F.

LINEAR METAL CEILING

8' - 7 3/4"

C8

FEC

X03

X01

X03

E1

INDICATES FACE OF CLOSED

CELL - SPRAY INSULATION AS

AIR BARRIER, TYPICAL FOR

EXTERIOR WALL ASSEMBLIES

WITH METAL STUDS BACKUP.

A-323

1 SIM

1'

3"

1ST FLOOR

0"

A-611

A-611

A-611

3' - 0"

EXTERIOR WALL - CMU BACKUP (R-30):

3 5/8" MODULAR BRICK (R-0.43) -

2" AIR SPACE (R-0.93) -

4" INSULATION (R-26.67) -

7 5/8" CMU BLOCK (NORMAL WEIGHT) (R-0.97) -

4 5/8" CONC. FILL, IN CMU (R-0.23) -

C7

A.F.F.

LINEAR METAL CEILING

7' - 11 3/4"

X04

X02

INDICATES FACE OF

PAINTED CMU

FULLY GROUTED

AS AIR BARRIER,

TYPICAL FOR

EXTERIOR WALL

ASSEMBLIES WITH

CMU BACKUP.

1ST FLOOR

0"

2ND FLOOR

16' - 0"

ROOF

32' - 0"

1' - 6"

269 SF

BARRACK

269 SF

BARRACK

A-323

6 SIM

A-323

5 SIM

EXTERIOR WALL -

STEEL STUDS BACKUP

A.F.F.

5/8" GWB ON MTL. STUD

9' - 0"

F02

A.F.F.

5/8" GWB ON MTL. STUD

9' - 0"

E8

X01

X03

INDICATES FACE OF CLOSED

CELL - SPRAY INSULATION AS

AIR BARRIER, TYPICAL FOR

EXTERIOR WALL

ASSEMBLIES WITH METAL

STUDS BACKUP.

A-335

5 SIM

1'

1"

1ST FLOOR

0"

2ND FLOOR

16' - 0"

ROOF

32' - 0"

985 SF

CLASSROOM

171 SF

SCRUB AREA

1' - 7"

A-323

6 SIM

A-323

5 SIM

EXTERIOR WALL -

STEEL STUDS BACKUP

A.F.F.

2' X 2' ACT SYSTEM

10' - 0"

F02

A-335

1 SIM

E3

X01

X03

INDICATES FACE OF

CLOSED CELL - SPRAY

INSULATION AS AIR

BARRIER, TYPICAL

FOR EXTERIOR WALL

ASSEMBLIES WITH

METAL STUDS

BACKUP.

4"

/8

INDICATES WALL TYPE.

SEE PARTITION TYPES

DETAILS SYMBOLS LEGEND:

INDICATES ROOF

TYPE / ID 1iX

INDICATES WINDOW TYPE.

SEE WINDOW SCHED 01 1i

INDICATES LIGHT

FIXTURE TYPE

US Army Corps of Engineers ®

SHEET ID

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W

AL

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C T I

O N

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N C

O A

C A D

EM

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C O

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PL

E X N

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O R

K N

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O R

K , N

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F

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8-

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/C

PP

O C

TO

BE

R

0, W

2D S-

-R

-0

1/2" = 1'-0"A-310

1 SECT @ TRAINING AREA

1/2" = 1'-0"A-310

2 SECT @ BARRACKS

1/2" = 1'-0"A-310

5 SECT. @ ARMS RM.

1/2" = 1'-0"A-310

6 SECT @ OHD

1/2" = 1'-0"A-310

7 SECT @ EGRESS DR.

M

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D

D at e

1/2" = 1'-0"A-310

3 SECT @ BARRACKS

1/2" = 1'-0"A-310

4 SECT @ CLRM

2ND FLOOR

16' - 0"

ROOF

32' - 0"

A B C1 A-311

150 SF

VESTIBULE

W3

W1

INTERTITIAL

SPACE

MAIN

ENTRANCE

A-321

A-321

X01

X03

X05

X06

X03

X03

E6

AF2

F03

F03

AF2

SF-A

WL

A-611

SF-J

INDICATES FACE OF CLOSED

CELL - SPRAY INSULATION AS AIR

BARRIER, TYPICAL FOR

EXTERIOR WALL ASSEMBLIES

WITH METAL STUDS BACKUP.

A-321

5 SIM

EMERGENCY

KEY CABINET,

SEE SPECS IN

THIS SHEET

A-625

A-625

1ST FLOOR

0"

2ND FLOOR

16' - 0"

ROOF

32' - 0"

A-302

A-302

_______ 1 A-315

1' - 6"

A-321

A-611

8'

8"

2'

1/

2" 2'

1/ 2"

2'

1/

2" 2'

1/ 2"

10' - 0"

2' - 2 1/2"2' - 9 1/2"2' - 9 1/2"2' - 2 1/2"

SF-J

A-321

1 SIM

A-511

A-511

6 SIM

A-625

A-302

A

B

C

9 10

A-302

A-311

103B

150 SF

VESTIBULE

115 SF

OFFICE

1988 SF

AUDITORIUM

A-3116

A-311

A-332 1 A-332

SIM

A-332

A-332

X03

X03

SF-A

AA3

AA3

SF-B

F02

AA1

X03

X06X06

F02

AP24

AP48

AP48

F02

120A

W1

AA1 A01

A-611

A-335

A-302

C

9 10

A-302

8"

A-311

A-3116

SF-J AF2

F03

A02

AF1

F02

AF2

1ST FLOOR

0"

2ND FLOOR

16' - 0"

A-302

_______1 A-302

8"

A-611

_______7 A-335

1ST FLOOR

0"

C

VP1

6'

0"

A-311 7 8

A-311

A-335

A-335

A02

A01

F03

F03 F03

AF2

X03

SF-A

X01

A.F.F.

LINEAR METAL CEILING

12' - 0"

F02

AA1F02

A01

A-611

A-611

A-335

1ST FLOOR

0"

A-335

2 SIM

2"

1ST FLOOR

0"

A-335

2 SIM

DIST. TO WALL (V.I.F.)

8 1/2"

ROOF

32' - 0"

A

A-311

A-321

5 SIM

INDICATES WALL TYPE.

SEE PARTITION TYPES

DETAILS SYMBOLS LEGEND:

INDICATES ROOF

TYPE / ID 1iX

INDICATES WINDOW TYPE.

SEE WINDOW SCHED 01 1i

INDICATES LIGHT

FIXTURE TYPE US Army Corps of Engineers ®

SHEET ID

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A-311

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A N , S

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/C

PP

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TO

BE

R

0, W

2D S-

-R

-0

1/2" = 1'-0"A-311

2 WALL SECT @ MAIN ENTRANCE

1/2" = 1'-0"A-311

1 WALL SECT/ELEV @ MAIN ENTRANCE

1/4" = 1'-0"A-311

3 MAIN ENTRANCE PLAN VIEW

1/4" = 1'-0"A-311

4 LOBBY OVERHEAD

1/4" = 1'-0"A-311

5 VESTIBULE INT. ELEV.

M

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D at e

1/4" = 1'-0"A-311

6 VEST. SERV. WINDOW

3" = 1'-0"A-311

7 FLOOR GRILLE

3" = 1'-0"A-311

8 FLOOR GRILLE

1/2" = 1'-0"A-311

9 PARAPET

EMERGENCY KEY

CABINET

SPECIFICATIONS:

RECESSED MOUNT

FLANGE- 7"H X 7"W

LOCK: UL LISTED.

DOUBLE-ACTION

ROTATING TUMBLERS

AND HARDENED

STEEL PINS

ACCESSED BY A

BIASED CUT KEY.

FINISH: MFR'S

STANDARD FINISH

COLOR: BLACK

2ND FLOOR

16' - 0"

ROOF

32' - 0"

994 SF

CLASSROOM

417 SF

M RR

1235 SF

M SHOWER/

LOCKERS

1235 SF

M SHOWER/

LOCKERS

1 7/8" 2 1/4" 1/4"

14' - 2 1/2"

F02 F02

GA1 GA1

A.F.F.

5/8" GWB ON MTL. STUD

9' - 0"

A.F.F.

2' X 2' ACT SYSTEM

10' - 0"

A.F.F.

5/8" GWB ON MTL. STUD

9' - 0"

1ST FLOOR

0"

2ND FLOOR

16' - 0"

ROOF

32' - 0"

417 SF

M RR

978 SF

CLASSROOM

1235 SF

M SHOWER/

LOCKERS

1235 SF

M SHOWER/

LOCKERS

GA1

GA1

A.F.F.

2' X 2' ACT SYSTEM

10' - 0"

A.F.F.

5/8" GWB ON MTL. STUD

9' - 0"

F02 F02

A.F.F.

5/8" GWB ON MTL. STUD

9' - 0"

DTLDTL

A.F.F.

5/8" GWB ON MTL. STUD

9' - 0"

1ST FLOOR

0"

2ND FLOOR

16' - 0"

ROOF

32' - 0"

7.1

A.F.F.

2' X 2' ACT SYSTEM

9' - 6"

A.F.F.

2' X 2' ACT SYSTEM

10' - 0"

A01 F02

974 SF

CLASSROOM

1070 SF

LEARNING

RESOURCE

CENTER

1ST FLOOR

0"

2ND FLOOR

16' - 0"

ROOF

32' - 0"

A-312

1' - 3 1/8"1' - 6"

1185 SF

INSTRUCTIONAL

ACCESS

1041988 SF

AUDITORIUM

AA3

AA3

AF1

AF1

SF-C

AP48

AP24

AP24

A.F.F.

5/8" GWB ON MTL. STUD

9' - 0"

V1

W2

X03

E6

A.F.F.

5/8" GWB ON MTL. STUD

12' - 0"

A-322

1 SIM, NO EXP. JT.

A-625

A-625

A-625

A-625

A-625

ROOF

32' - 0"

1' - 6"

DOVETAIL ANCHOR

AT 16" .O.C.EW.

6" STEEL STUD

ROOF JOIST, SEE

STRUCT. DWGS

3 5/8" MODULAR

BRICK

2" AIR SPACE

5/8" GLASS MAT

BOARD SHEATING

2" INSULATION

BRACING, SEE

STRUCT. DWGS

3" METAL DECK

EPDM ROOF SYSTEM

BRICK SOLDIER

COURSE

DEFLECTION

CONNECTOR

BEAM, SEE

STRUCT. DWGS

BEAM, SEE

STRUCT. DWGS

X03

E6

INDICATES FACE OF

CLOSED CELL -

SPRAY INSULATION

AS AIR BARRIER,

TYPICAL FOR

EXTERIOR WALL

ASSEMBLIES WITH

METAL STUDS

BACKUP.

1ST FLOOR

0"

14' - 5"

7761 SF

TRAINING AREA

601 SF

ADMIN SUITE

0B

F02

AF1 AF1

AF1

A.F.F.

2' X 2' ACT SYSTEM

9' - 0"

1ST FLOOR

0"

7761 SF

TRAINING AREA

1235 SF

M SHOWER/

LOCKERS

F03 F03

INDICATES WALL TYPE.

SEE PARTITION TYPES

DETAILS SYMBOLS LEGEND:

INDICATES ROOF

TYPE / ID 1iX

INDICATES WINDOW TYPE.

SEE WINDOW SCHED 01 1i

INDICATES LIGHT

FIXTURE TYPE US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

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G

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D R

A W N

B Y:

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R

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C A D

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C O

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E X N

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8-

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O C

TO

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2D S-

-R

-0

M

AR

K D

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C

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D at e

1/2" = 1'-0"A-312

1 SECT @ COL LINE 6

1/2" = 1'-0"A-312

2 SECT @ COL LINE 7

1/2" = 1'-0"A-312

3 SECT @ COL LINE 7.1

1/2" = 1'-0"A-312

4 WALL SECT. @ COL. 10

1" = 1'-0"A-312

5 TYP. BYPASS CONN

1/2" = 1'-0"A-312

6 SECT @ COL LINE 5

1/2" = 1'-0"A-312

7 SECT @ COL LINE 5

2ND FLOOR

16' - 0"

A

X06

W1

1' - 0"

X03

X03

A.F.F.

LINEAR METAL CEILING

12' - 0"

THRU-WALL

FLASHING

W/WEEPS

@ 2'-0" O.C.

DOVETAIL ANCHOR

AT 16" .O.C.EW.

DOVETAIL ANCHOR

AT 16" .O.C.EW.

WALL ACCENT -

PRECAST CONCRETE

SILL W/ ANCHORS 16

IN. O.C. MINIMUM

3 5/8" MODULAR

BRICK

2" AIR SPACE

2" INSULATION

5/8" GLASS

MAT BOARD

SHEATING

6" STEEL STUD

6" STEEL STUD

STRUCTURAL BEAM

STL. RELIEF

ANGLE

A-621

2 SIM

1 1/2 " UNISTRUCT

SECURED TO BEAM

2ND FLOOR

16' - 0"

1' - 6"

X03

X03

A.F.F.

LINEAR METAL CEILING

12' - 0"

V1

THRU-WALL

FLASHING

W/WEEPS

@ 2'-0" O.C.

THRU-WALL

FLASHING

W/WEEPS

@ 2'-0" O.C.

DOVETAIL

ANCHOR AT

16" .O.C.EW.

DOVETAIL

ANCHOR AT

16" .O.C.EW.

WALL

ACCENT -

PRECAST

CONCRETE

SILL W/

ANCHORS 16

IN. O.C.

MINIMUM

3 5/8"

MODULAR

BRICK

2" AIR SPACE

2" INSULATION

5/8" GLASS

MAT BOARD

SHEATING

6" STEEL STUD

STL. RELIEF

ANGLE

1 1/2 "

UNISTRUCT

SECURED TO

BEAM

CONNECTION

PLATE, SEE

STRUCTURAL

WEB

STIFFENERS,

SEE

STRUCTURAL

2ND FLOOR

16' - 0"

C

AF2

X03

SF-AA.F.F.

LINEAR METAL CEILING

12' - 0"

A-335

4 SIM

SF-J

INDICATES FACE OF CLOSED

CELL - SPRAY INSULATION AS

AIR BARRIER, TYPICAL FOR

EXTERIOR WALL ASSEMBLIES

WITH METAL STUDS BACKUP.

ROOF

32' - 0"

A-321

E6

X03 X03

A-511

6 SIM A-511

6 SIM

SHEET METAL PARAPET CAPSHEET METAL PARAPET CAP

SHEET METAL PARAPET CAP

SHEET METAL PARAPET CAP

EPDM ROOF ASSEMBLY

1/

2"

1/

8"

A

E6

SHEET METAL PARAPET CAP

EPDM ROOF MEMBRANE

CAP ANCHOR CLIP

ANCHOR CLIP FASTENER

FASTENERS APPROX. 12" O.C.

EPDM ROOF MEMBRANE

DOVETAIL ANCHOR AT 16" .O.C.EW.

BONDING ADHESIVE

BONDING ADHESIVE

EPDM ROOF MEMBRANE

COVER BOARD

EPDM ROOF MEMBRANE

RIGID INSULATION MECHANICALLY FASTENED TO

METAL DECK W/STAGGERED JOINTS, MIN R-60

SHEET METAL PARAPET CAP

X03

INDICATES WALL TYPE.

SEE PARTITION TYPES

DETAILS SYMBOLS LEGEND:

INDICATES ROOF

TYPE / ID 1iX

INDICATES WINDOW TYPE.

SEE WINDOW SCHED 01 1i

INDICATES LIGHT

FIXTURE TYPE

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

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R

S

D R

A W N

B Y:

D

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B M

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D B

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C H

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D B

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A-321

M

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O A

C A D

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C O

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E X N

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F

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R O

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K, N

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8-

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/C

PP

O C

TO

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R

0, W

2D S-

-R

-0

M

AR

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A M

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D

D at e

1 1/2" = 1'-0"A-321

2 CEILING DETAIL

1 1/2" = 1'-0"A-321

1 CEILING DETAIL

1 1/2" = 1'-0"A-321

3 CEILING DETAIL

3/4" = 1'-0"A-321

4 PARAPET SUPPORT

3" = 1'-0"A-321

5 ROOF TO PARAPET TRANS

3 5/8" MODULAR BRICK

2" AIR SPACE

2" INSULATION

5/8" GLASS MAT BOARD SHEATING

2 1/2" CLOSED CELL - SPRAY INSULATION

6" STEEL STUD

5/8" GYPSUM BOARD

2 1/2" STEEL STUD

DOVETAIL ANCHOR AT 16" .O.C.EW.

WALL ACCENT - PRECAST CONCRETE SILL W/ ANCHORS 16 IN. O.C.

MINIMUM

END DAM THRU-WALL FLASHING W/WEEPS @ 2'-0" O.C.

SHEET-METAL RECEIVER AND FASTENER

THRU-WALL FLASHING W/WEEPS @ 2'-0" O.C.

FLASHING FASTENERS W TAPE SEALANT AT 12 INCH

O.C., PER MANUF. RECOMMENDATIONS

TRANSITION STEP FLASHING / EXPANSION JOINT COVER

FILLER INSULATION

FLASHING FASTENERS W TAPE SEALANT, PER MANUF.

RECOMMENDATIONS

RAKE CLOSURE W/ LAP SEALANT TOP AND BOTTOM

ROOF FASTENERS W TAPE SEALANT, PER MANUF.

RECOMMENDATIONS

NOM. 2 X 12 TRTD. WD.

FASCIA SECURED TO BENT

PLATE W/ STAGGERED

COUNTERSUNK 3/8 " THRU-

BOLTS 48 INCH O.C.

6 X 8 X 1/4 BENT PLATE

SECURED TO METAL DECK

NOM. 2 X 4 TRTD. WD.

NAILER SECURED TO FACIA

STANDING SEAM METAL ROOF (SSMR)

5/8" OSB PANEL

2" AIR SPACE

RIGID INSULATION

MECHANICALLY FASTENED TO

METAL DECK W/STAGGERED

JOINTS, MIN R-60

1 1/2" METAL DECK

VAPOR RETARDER INSTALLED

ON TOP OF FIRST

INSULATION LAYER

OWJ SEE STRUCT. DWGS

7761 SF

TRAINING AREA

118 SF

OFFICE

977 SF

CLASSROOM

2 X 2 X 1/4 BENT PLATE

SECURED TO METAL DECK

STEPPED METAL PANELS FASTENED TO BENT PLATES

STL. RELIEF ANGLE

2ND FLOOR

16' - 0"

CONTINUOUS SILICONE SEALANT

EXPANSION JOINT

FASTEN EXPANSION JOINT FLANGE

TO WALL AT 8 INCH O.C.

FIBERGLASS BATT INSULATION IN

POLY SLEEVE

2" INSULATION

DOVETAIL ANCHOR AT 16" .O.C.EW.

END DAM THRU-WALL FLASHING

W/WEEPS @ 2'-0" O.C.

SHEET-METAL RECEIVER AND

FASTENER

FASTEN EXPANSION JOINT TO WOOD

CANT AT 4 INCH O.C.

CONTINUOUS SILICONE SEALANT

NOM. 2 X 12 TRTD. WD.

FASCIA SECURED TO BENT

PLATE W/ STAGGERED

COUNTERSUNK 3/8 " THRU-

BOLTS 48 INCH O.C.

12 X 18 X 1/4 BENT PLATE

SECURED TO METAL DECK

RIGID INSULATION

MECHANICALLY FASTENED TO

METAL DECK W/STAGGERED

JOINTS, MIN R-60

3" METAL DECK

VAPOR RETARDER INSTALLED

ON TOP OF FIRST

INSULATION LAYER

OWJ SEE STRUCT. DWGS

6" STEEL STUD

5/8" GYPSUM BOARD

2 1/2" STEEL STUD

EPDM MEMBRANE WRAPED OVER

FIBERGLASS BATT.

COVER BOARD

379 SF

MECH MEZZ

977 SF

CLASSROOM

8 97/256"1' - 2 1/4"

5 1/2"

INDICATES FACE OF CLOSED

CELL - SPRAY INSULATION AS AIR

BARRIER, TYPICAL FOR

EXTERIOR WALL ASSEMBLIES

WITH METAL STUDS BACKUP.

2ND FLOOR

16' - 0"

ROOF

32' - 0"

FLOOR FIRE BARRIER

FLOOR EXPANSION JOINT COVER

JOINT

4"

SUSPENDED CEILING

EXPANSION JOINT COVER

EXPANSION JOINT

FIBERGLASS BATT INSULATION IN

POLY SLEEVE

FASTEN EXPANSION JOINT TO WOOD

CANT AT 4 INCH O.C.

CONTINUOUS SILICONE SEALANT

FIELD CUT - NOM. 3 X 16 TRTD.

WD. FASCIA SECURED TO

BENT PLATE W/ STAGGERED

COUNTERSUNK 3/8 " THRU-

BOLTS 48 INCH O.C.

6 X 14 X 1/4 BENT PLATE

SECURED TO METAL DECK

RIGID INSULATION

MECHANICALLY FASTENED TO

METAL DECK W/STAGGERED

JOINTS, MIN R-60

3" METAL DECK

VAPOR RETARDER INSTALLED

ON TOP OF FIRST

INSULATION LAYER

EPDM MEMBRANE WRAPED

OVER FIBERGLASS BATT.

COVER BOARD

OWJ, SEE STRUCT. DWGS

BEAM, SEE STRUCT. DWGS

10"

970 SF

CLASSROOM

994 SF

CLASSROOM

SUSPENDED CEILING

INDICATES WALL TYPE.

SEE PARTITION TYPES

DETAILS SYMBOLS LEGEND:

INDICATES ROOF

TYPE / ID 1iX

INDICATES WINDOW TYPE.

SEE WINDOW SCHED 01 1i

INDICATES LIGHT

FIXTURE TYPE

US Army Corps of Engineers ®

SHEET ID

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AL

L D

ET

A I

LS

A

T

BL

D G

E

XP

J T

D E T

AI

LS

N C

O A

C A D

EM

Y

C O

M

PL

E X N

EW

Y

O R

K N

EW

Y

O R

K , N

Y

F

ED

ER

AL

P

LA

ZA

R O

O M

N

EW

Y

O R

K, N

Y

8-

LG

R

LG

R

M

AJ

/C

PP

O C

TO

BE

R

0, W

2D S-

-R

-0

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

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AD

D

IT

IO

N

AL

R

FI

S

R

EV

S.

A

FT

ER

A M

EN

D

D at e

1 1/2" = 1'-0"A-322

1 EXP. JT. DTL SSMR-WALL TRANSITION

1 1/2" = 1'-0"A-322

2 EXP. JT. DTL EPDM-W

1 1/2" = 1'-0"A-322

3 EXP. JT. DTL EPDM-EPDM

1 1

H

A-611

A-520

_______ A-520

INDICATES FACE OF CLOSED CELL

- SPRAY INSULATION AS AIR

BARRIER, TYPICAL FOR EXTERIOR

WALL ASSEMBLIES WITH METAL

STUDS BACKUP.

2ND FLOOR

16' - 0"

ROOF

32' - 0"

E E.1

6'

0"

A-511 1 A-621

A-415

LG-3

1559 SF

INSTRUCTIONAL

ACCESS

A-621

A-625

A-625

A-625

2ND FLOOR

16' - 0"

ROOF

32' - 0"

E

119 SF

INT. STAIR

A-621

20' - 8"

LG-2

A-625

A-625

ROOF

32' - 0"

G

A-621

A-621

A-621

INDICATES FACE OF CLOSED

CELL - SPRAY INSULATION AS AIR

BARRIER, TYPICAL FOR

EXTERIOR WALL ASSEMBLIES

WITH METAL STUDS BACKUP.

2ND FLOOR

16' - 0"

H

WHERE EDGE DISTANCE IS INSUFFICIENT

FOR POWDER ACTUATED FASTENERS

(PAF) USE: 16 GA. COLD ROLLED CHANNEL

(CRC) @ 16" O.C. SECURED TO BEAM

DOVETAIL ANCHOR AT 16" .O.C.EW.

BEAM, SEE STRUCT. DWGS

3 5/8" MODULAR BRICK

2" AIR SPACE

5/8" GLASS MAT BOARD SHEATING

BACKER ROD AND SEALANT

SHEATING CONTROL JOINT

2" INSULATION

6" STEEL STUD

6" STEEL STUD

2 1/2" STEEL STUD

COMPOSITE FLOOR DECK, SEE STRUCT.

STL. RELIEF ANGLE

3/ 8"

DIST > 1' - 4" REQ. CRC

WHERE EDGE DISTANCE IS INSUFFICIENT

FOR POWDER ACTUATED FASTENERS

(PAF) USE: CONNECTION PLATE WELDED

TO BEAM FLANGE SECURED TO BEAM

STL. RELIEF ANGLE SUPPORT - THERMAL BREAK

BASIS OF DESIGN: MASONPRO, Inc. - FAST™ (FERO Angle Support Technology)

THRU-WALL FLASHING W/WEEPS @ 2'-0" O.C.

ROOF

32' - 0"

H

DIST. > 1' - 4" REQ. CRC

WHERE EDGE DISTANCE IS

INSUFFICIENT FOR POWDER ACTUATED

FASTENERS (PAF) USE: CONNECTION

PLATE WELDED TO BEAM FLANGE

SECURED TO BEAM

DEFLECTION TRACK SECURED TO

BEAM W/ PAF OR CRC AT 16" O.C.

DOVETAIL ANCHOR AT 16" .O.C.EW.

6" STEEL STUD

ROOF JOIST, SEE STRUCT. DWGS

3 5/8" MODULAR BRICK

2" AIR SPACE

5/8" GLASS MAT BOARD SHEATING

2" INSULATION

2 1/2" STEEL STUD

3" METAL DECK

EPDM ROOF SYSTEM

6 X 6 X 5/8" HSS PARAPET SUPPORT @ 48"

O.C. NOTCHED AND SECURED TO

STRUCTURAL BEAM

6" STEEL STUD @ 16" O.C. SECURED TO

HSS PARAPET SUPPORT AND BEAM

BRICK SOLDIER COURSE

BEAM, SEE STRUCT. DWGS

INDICATES WALL TYPE.

SEE PARTITION TYPES

DETAILS SYMBOLS LEGEND:

INDICATES ROOF

TYPE / ID 1iX

INDICATES WINDOW TYPE.

SEE WINDOW SCHED 01 1i

INDICATES LIGHT

FIXTURE TYPE

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

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R

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D R

A W N

B Y:

D

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O A

C A D

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BE

R

0, W

2D S-

-R

-0

1 1/2" = 1'-0"A-323

1 WALL DTL @CANOPY

1 1/2" = 1'-0"A-323

2 WALL SECTION @ CORR. 242

1 1/2" = 1'-0"A-323

3 WALL SECTION @ INT. STAIR

1 1/2" = 1'-0"A-323

4 WALL DTL @ BARRACKS

M

AR

K D

ES

C

R

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D

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S.

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FT

ER

A M

EN

D

D at e

1 1/2" = 1'-0"A-323

5 TYP STL STUDS TRACK CONN

1 1/2" = 1'-0"A-323

6 TYP STL STUDS TRACK CONN

B

3/

8"

5/ 8"

2" 2"

5/ 8"

6"

5/ 8"

WALL ACCENT - PRECAST CONCRETE

SILL W/ ANCHORS 16 IN. O.C. MINIMUM

3 5/8" MODULAR

BRICK

2" AIR SPACE

5/8" GLASS MAT

BOARD SHEATING

RAILING

2 1/2" CLOSED CELL -

SPRAY INSULATION

DOVETAIL ANCHOR

AT 16" .O.C.EW.

2" INSULATION

5/8" GYPSUM BOARD

6" STEEL STUD

AIR BARRIER

F01 F01

F01

X03

B

10" 1' - 10"

F01

F01

X01

X01

W1

H

EXTERIOR WALL - STEEL STUDS BACKUP (R-33):

3 5/8" SPLIT FACE CMU / MODULAR BRICK (R-0.43) -

2" AIR SPACE (R-0.93) -

2" INSULATION (R-13.33) -

5/8" GLASS MAT BOARD SHEATING (R-0.67) -

2 1/2" CLOSED CELL - SPRAY INSULATION (POLYURETHANE) (R-16) -

6" STEEL STUD - 3 1/2" AIR SPACE (R-0.93) -

5/8" GYPSUM BOARD (R-0.56) -

5/ 8"

1/

2"

1/

2" 5/

8"2" 2"

5/

8"

1'

7/

8"

A-331

X01

X03

3 5/8" SPLIT FACE CMU

3 5/8" MODULAR BRICK

1/

4"

INDICATES FACE OF CLOSED

CELL - SPRAY INSULATION AS AIR

BARRIER, TYPICAL FOR

EXTERIOR WALL ASSEMBLIES

WITH METAL STUDS BACKUP.

EXTERIOR WALL - CMU BACKUP (R-30):

3 5/8" SPLIT FACE CMU / MODULAR BRICK (R-0.43) -

2" AIR SPACE (R-0.93) -

4" INSULATION (R-26.67) -

7 5/8" CMU BLOCK (NORMAL WEIGHT) (R-0.97) -

4 5/8" CONC. FILL, IN CMU (R-0.23) -

1'

1/

4"

5/

8" 2"

/8

X02

X04

3 5/8" SPLIT FACE CMU

3 5/8" MODULAR BRICK

5/

8"

INDICATES FACE OF PAINTED CMU FULLY

GROUTED AS AIR BARRIER, TYPICAL FOR

EXTERIOR WALL ASSEMBLIES WITH CMU BACKUP.

H

INTERIOR WALL EXPANSION JOINT

5/

8" 2"

2" 5/

8" 6"

5/ 8"

4"

45.00° 45.00°

TYPICAL

10"

FLOOR EXPANSION JOINT

X03

1'

7/

8"

EXTERIOR WALL EXPANSION JOINT

X03

PREFORMED SEALANT SYSMTEM

GWB EXPANSION JOINT

DOUBLE METAL STUD

GWB PER

PARTITION TYPE

AA1

AA1

E

EJ

2' - 0"

EJ

2'

0"

F02

X03

X03

1'

7/

8"

8 3/8" 1' - 2 1/4"

G

SF-1

F02

F02

F02

X03 X04W1

1'

7/

8"

6 1/8" 5 1/2"

1'

1/

4"

A-331

11 ANCHOR

BRICK VENEER

1/2" SEALANT (COLOR

SHALL MATCH

MORTAR COLOR)

COMPRESSIBLE

BACK-UP MATERIAL

KEEP JOINT FREE

OF MORTAR

BRICK VENEER

SILL JOINT BEYOND

E.1

4"

8"

OFFSET

1' - 0"

X03

1'

7/

8"

F02 F02

F02

1' - 2 1/4" 8 97/256" FURRING

F02

AA1

TYPICAL

10"

X03

E1

EXT. WALL EXP. JT.

INT. WALL

EXP. JT.

WALL LEDGE

OWJ BELOW

LEDGE, SEE

STRUCT.

PREFORMED

SEALANT SYSMTEM

INDICATES WALL TYPE.

SEE PARTITION TYPES

DETAILS SYMBOLS LEGEND:

INDICATES ROOF

TYPE / ID 1iX

INDICATES WINDOW TYPE.

SEE WINDOW SCHED 01 1i

INDICATES LIGHT

FIXTURE TYPE

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

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R

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D R

A W N

B Y:

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Y:

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D B

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C H

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A-331

PL

AN

D

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AI

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N C

O A

C A D

EM

Y

C O

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PL

E X N

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O R

K N

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O R

K , N

Y

F

ED

ER

AL

P

LA

ZA

R O

O M

N

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O R

K, N

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8-

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R

LG

R

M

AJ

/C

PP

O C

TO

BE

R

0, W

2D S-

-R

-0

1 1/2" = 1'-0"A-331

1 COLUMN DETAIL

1 1/2" = 1'-0"A-331

2 COLUMN DETAIL

1 1/2" = 1'-0"A-331

3 TYP. WALL COMP. - 6 IN. STUDS

1 1/2" = 1'-0"A-331

4 TYP. WALL COMP. - CMU

3" = 1'-0"A-331

5 BLDG. EXP. JT. @ EXT. WALL

3" = 1'-0"A-331

7 EXPANSION JOINT DETAIL

1 1/2" = 1'-0"A-331

8 COL. DTL. @ BARRACKS

1 1/2" = 1'-0"A-331

9 COL DTL. @ BARRACKS

3" = 1'-0"A-331

10 BRICK EXP. JOINT DETAIL (EJ)

6" = 1'-0"A-331

11 EJ DETAIL

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

AD

D

IT

IO

N

AL

R

FI

S

R

EV

S.

A

FT

ER

A M

EN

D

D at e

3" = 1'-0"A-331

6 BLDG. EXP. JT. DTL 2

1 1

D

COLUMN, SEE STRUCT.

FURRING GRIP CLIP FURRING

GRIP CLIP

FURRING

GRIP CLIP GWB

GWB

F02

F02

F02

D

DOOR FRAME

GWB BOTH SIDES

DOUBLE METAL STUD JAMB

COLUMN, SEE STRUCT.

FURRING GRIP CLIP

FURRING

GRIP CLIP

AA1

F02

F02

F02

E.1

DOOR FRAME

GWB BOTH SIDES

DOUBLE METAL

STUD JAMB

COLUMN, SEE

STRUCT.

FURRING GRIP CLIP

FURRING

GRIP CLIP

AA1

AA1

AA1

GWB

F02

F02

F02

D

7.1

A-602

1 SIM

F02

F02 F02

F03

F03

F04

COLUMN, SEE STRUCT.

FURRING GRIP CLIP FURRING GRIP CLIP

FURRING GRIP CLIP

GWB

GWB

DOUBLE METAL STUDS

FIRE EXTINGUISHER

CABINET

A

WALL ACCENT - PRECAST

CONCRETE SILL W/ ANCHORS 16

IN. O.C. MINIMUM

3 5/8" MODULAR BRICK

DOVETAIL ANCHOR AT 16" .O.C.EW.

5/8" GLASS MAT BOARD SHEATING

AIR SPACE

3 5/8" STEEL STUD ASSEMBLY

X06

X06

X06

X06

A

2' - 3 5/8"

2'

0"

1' - 6" 9 5/8"

3 5/8" MODULAR BRICK

DOVETAIL ANCHOR AT 16" .O.C.EW.

5/8" GLASS MAT BOARD SHEATING

AIR SPACE

3 5/8" STEEL STUD ASSEMBLY

X06

X06

X06

X06

WL

SEE ELECT.

C

9X03

F02F02

F02

F02

AA1

VP1

1'

7/

8"

WALL ACCENT - PRECAST

CONCRETE SILL W/ ANCHORS

16 IN. O.C. MINIMUM

3 5/8" MODULAR

BRICK

2" AIR SPACE

5/8" GLASS MAT

BOARD SHEATING

2 1/2" CLOSED CELL -

SPRAY INSULATION

DOVETAIL ANCHOR

AT 16" .O.C.EW.

2" INSULATION

5/8" GYPSUM BOARD

6" STEEL STUD

AIR BARRIER

F.1

F02

F02

F02

F02

F02

FP

DOOR SWING

DOOR FRAME

FURRING

GRIP CLIP

INDICATES WALL TYPE.

SEE PARTITION TYPES

DETAILS SYMBOLS LEGEND:

INDICATES ROOF

TYPE / ID 1iX

INDICATES WINDOW TYPE.

SEE WINDOW SCHED 01 1i

INDICATES LIGHT

FIXTURE TYPE

F.1

A-332

F.1

DOOR SWING

DOOR FRAME

F02

F02

F02

F02F02

FURRING

GRIP CLIP

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

A W N

B Y:

D

ES

IG

N

ED

B

Y:

SU

B M

IT

TE

D B

Y:

SI

ZE

C H

E C

KE

D B

Y:

AN

S I

'D

FI

LE

N

AM

E:

IS

SU

E D

AT

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C O

N

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AC

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A-332

C O

LU

M

N D

E T

AI

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N C

O A

C A D

EM

Y

C O

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PL

E X N

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O R

K N

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K , N

Y

F

ED

ER

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P

LA

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R O

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K, N

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R

LG

R

M

AJ

/C

PP

O C

TO

BE

R

0, W

2D S-

-R

-0

1 1/2" = 1'-0"A-332

3 TYP. COL. DTL.

1 1/2" = 1'-0"A-332

4 TYP. COL. DTL. @ DR.

1 1/2" = 1'-0"A-332

9 TYP. COL. DTL. @ DR.

1 1/2" = 1'-0"A-332

10 TYP. COL. DTL.

M

AR

K D

ES

C

R

IP

TI

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N D

AT

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AD

D

IT

IO

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AL

R

FI

S

R

EV

S.

A

FT

ER

A M

EN

D

D at e

1 1/2" = 1'-0"A-332

1 COLUMN DETAIL

1 1/2" = 1'-0"A-332

2 COLUMN DETAIL

1 1/2" = 1'-0"A-332

5 COLUMN DETAIL

1 1/2" = 1'-0"A-332

8 COLUMN DETAIL

0' 1' 2'6"

SCALE: 1 1/2" = 1'-0"

1/2" = 1'-0"A-332

6 CLRM EGRESS DR CLEAR

1 1/2" = 1'-0"A-332

7 COLUMN DETAIL

H

1/2" 1' - 0" 1' - 0 1/2"

1/2" 12"

1" 12"

1' - 5"

5/8" GYPSUM BOARD

CMU (CONCRETE MASONRY UNIT)

TRENCH DRAIN

CONT. 4 INCH THICK HIGH DENSITY XPS INSULATION,

R-20 UNDER SLAB FOR DISTANCE INDICATED

6" STEEL STUD

1 5/8" (2" NOM.)

C M

U C

LA

D

D

IN

G H

E I G

H T

2'

0"

STAINLESS STEEL FLASHING FASTENED 16 INCH OC

DOVETAIL ANCHOR AT 16" .O.C.EW.

THRU-WALL FLASHING

W/WEEPS @ 2'-0" O.C.

CONTINUOUS

AIR/MOISTURE

BARRIER

WEEP VENTILATORS

AT 24 INCH OC

GROUT BARRIER

3 5/8" SPLIT FACE CMU

2" AIR SPACE

2" INSULATION

5/8" GLASS MAT

BOARD SHEATING

2 1/2" CLOSED CELL -

SPRAY INSULATION

(POLYURETHANE)

1'

0" M

IN

FLASHING - INSULATION

PROTECTION DOWN TO

1'-0" BELOW GRADE

SHEET-METAL RECEIVER

AND FASTENER

INSULATION BOARD

FLASHING

A-335

X01

CONT. 3 INCH THICK HIGH

DENSITY XPS INSULATION, R-15

2"

SECTION IN DIRECTION OF TRAVEL SECTION IN PERPENDICULAR TO DIRECTION OF TRAVEL

2"

CONCRETE SLAB BLOCKOUT, COORDINATE

RECOMMENDED DEPTH WITH WALK OFF MAT

MANUFACTURER

CONCRETE OR GROUT FILL

WALK OFF MAT

CONCRETE SLAB BLOCKOUT, COORDINATE

RECOMMENDED DEPTH WITH WALK OFF MAT

MANUFACTURER

CONCRETE OR GROUT FILL

WALK OFF MAT

FOR FLOORING FINISH REFER TO INTERIORS FOR FLOORING FINISH REFER TO INTERIORS

8" 12"

CORNER BEAD

5/8" PLYWOOD

WALL CONNECTION -

UTILITY ANGLE

6" STEEL STUD

6" CHANNEL RUNNER

SECURED TO TOP WALL

ASSEMBLY CHANNEL.

SECURED CHANNEL AT

PARALLEL WALLS BOTH END

5/8" GYPSUM BOARD

BACKER ROD W/ SEALANT

CORNER BEAD

3 5/8" STEEL STUD

DOUBLE METAL STUD HEADER

STOREFRONT ASSEMBLY

5/8" GYPSUM BOARD

DOOR FRAME & GLAZING

AS SCHEDULED

A01

A02 C

5/8" PLYWOOD

BACKER ROD & SEALANT

CORNER BEAD

5/8" PLYWOOD

WALL CONNECTION -

UTILITY ANGLE

6" STEEL STUD

3 5/8" STEEL STUD

WOOD CANT

5/8" GYPSUM BOARD

3 5/8" STEEL STUD

3 5/8" STEEL STUD

BRACE FASTENED TO

TOP AND BOTTOM

STUDS

5/8" GYPSUM BOARD

CORNER BEAD

BACKER ROD & SEALANT

5/8" GYPSUM BOARD

8" 12"

5/8" GYPSUM BOARD

5/8" GYPSUM BOARD

CONNECTOR

1ST FLOOR

0"

THRU-WALL FLASHING

W/WEEPS @ 2'-0" O.C.

WEEP VENTILATORS

AT 24 INCH OC

GROUT BARRIER

FLASHING - INSULATION

PROTECTION DOWN TO 1'-0"

BELOW GRADE. FIN: MTL 1

SHEET-METAL RECEIVER

AND FASTENER

INSULATION BOARD

FLASHING. FIN: MTL 1

12"

12"

X01

INDICATES WALL TYPE.

SEE PARTITION TYPES

DETAILS SYMBOLS LEGEND:

INDICATES ROOF

TYPE / ID 1iX

INDICATES WINDOW TYPE.

SEE WINDOW SCHED 01 1i

INDICATES LIGHT

FIXTURE TYPE

1ST FLOOR

0"

STOREFRONT ASSEMBLY

DOOR FRAME & GLAZING

AS SCHEDULED

FINISH AS SCHEDULED

1" INSULATED GLAZING

DOOR FRAME & DOOR

AS SCHEDULED

ALUM. FRAME

DOUBLE METAL STUD JAMB

5/8" GYPSUM BOARD

SF-B

A01

BACKER ROD W/ SEALANT

BACKER ROD W/ SEALANT

HM FRAME

DOUBLE METAL STUD JAMB

5/8" GYPSUM BOARD

A01

9C

1ST FLOOR

0"

C

FLASHING - INSULATION PROTECTION

DOWN TO 1'-0" BELOW GRADE

INSULATION BOARD FLASHING

SHEET-METAL RECEIVER AND

FASTENER

WEEP VENTILATORS AT 24 INCH OC

THRU-WALL FLASHING

W/WEEPS @ 2'-0" O.C.

GROUT BARRIER

2 1/2" CLOSED CELL - SPRAY

INSULATION (POLYURETHANE)

CONTINUOUS AIR/MOISTURE BARRIER

5/8" GLASS MAT BOARD SHEATING

2" INSULATION

2" AIR SPACE

3 5/8" SPLIT FACE CMU

METAL STUDS, 16 IN. O.C. MIN.

5/8" GYPSUM BOARD

VENEER ANCHOR AT 16" O.C. EW.

METAL FLASHING

WALL ACCENT - PRECAST CONCRETE

SILL W/ ANCHORS 16 IN. O.C. MINIMUM

FLEXIBLE FLASHING

BRICK RETURN AT JAMB

ALUMINUM WINDOW AS

SPECIFIED (THERMALLY

BROKEN)

WALL BEYOND

SEALANT

WINDOW STOOL

COVE MOLDING

HSS SILL AT OPENING

W1

X01

233 SF

COMMANDANT

FIN. FLOOR

WALL BASE

A-335

5 SIM

A-621

3 SIM

INDICATES FACE OF CLOSED

CELL - SPRAY INSULATION AS AIR

BARRIER, TYPICAL FOR EXTERIOR

WALL ASSEMBLIES WITH METAL

STUDS BACKUP.

CONT. 4 INCH THICK HIGH DENSITY

XPS PERIMETER INSULATION, R-20

UNDER SLAB AND ON EXT. FACE

OF FOUNDATION WALL FOR

DISTANCE INDICATED, SEE 03 30 00

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

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SU

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A-335

M

IS

C

EL

LA

N

EO

U

S D

ET

AI

LS

N C

O A

C A D

EM

Y

C O

M

PL

E X N

EW

Y

O R

K N

EW

Y

O R

K , N

Y

F

ED

ER

AL

P

LA

ZA

R O

O M

N

EW

Y

O R

K, N

Y

8-

LG

R

LG

R

M

AJ

/C

PP

O C

TO

BE

R

0, W

2D S-

-R

-0

1 1/2" = 1'-0"A-335

1 SCRUB AREA DRAIN

12" = 1'-0"A-335

2 SECTION- ENTRANCE FLOOR GRIDS

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

AD

D

IT

IO

N

AL

R

FI

S

D at e

AD

D

IT

IO

N

AL

R

FI

S

R

EV

S.

A

FT

ER

A M

EN

D

D at e

1 1/2" = 1'-0"A-335

3 SLOPED CEIL. - BOTTOM

1 1/2" = 1'-0"A-335

4 SLOPED CEIL. - TOP

3" = 1'-0"A-335

5 TAPERED INSULATION DETAIL

1 1/2" = 1'-0"A-335

6 INT. SF SILL

3" = 1'-0"A-335

7 INT SF JAMB

3" = 1'-0"A-335

8 FR OPN HEAD/JAMB

0" 2" 3"1"1/2"

SCALE: 12" = 1'-0"

0" 1'6"3"

SCALE: 3" = 1'-0"

0' 1' 2'6"

SCALE: 1 1/2" = 1'-0"

1 1/2" = 1'-0"A-335

9 TYP. WATERTABLE

A-331 1A-331

A-402 2A-4023

A-403

A-403

B

C

D

E

10 11 12

A-311

A-611

A-404

0"

55' - 10 3/4"

0"

-2' - 6"

5"

A-402

05 52 00.A

05 52 00.A

A-403

A-4025

14 24 00.C

8' - 10"

16°

4.00°

4'

5/

8" 1'

7"

3'

4" 4' - 4 3/4"

8"

1 1/2"

4" 5"

5' - 5 3/4" 5' - 2 191/256"

4'

7/

8" 10 3E

3F103A

103B

103D

103C

A-416

A-416

1ST FLOOR

0"

B C D

A-520

A-404

8' - 5"

9' - 0"

11' - 6"

-2' - 6"

9' - 0"

A-511

LI

FT

W

AL

L H

EI

G

H T

- B O

TT

O

M

7'

6"37 "11

A-416

1ST FLOOR

0"

ROOF

32' - 0"

BCDE

A-323

4"

6"

24" 14" 48" 14" 24" 16" 48" 12" 24"

AP24

AP24

AP48

AP24

AP24

AP48

AP24

AP24

AP48

AP48

AP48

A-404

9' - 0"

0"

4 1/2"

12"

A-211

5 SIM

A-611

_______7 A-335

A-625

A-625

KEY PLAN

PLAN NORTH

0' 2' 4' 8' 16'

SCALE: 1/4" = 1'-0"

A-402

B C D E

A-404

4' - 6 1/2"3' - 1 235/256"4' - 8 149/256"4' - 0"4' - 0"4' - 0"4' - 0"4' - 2 181/256"4' - 5 71/256"3' - 7 9/64"

14 24 00.C

A01 A01

A01

A01A01

F02

A01 A01

A01

A01

A01

A-416

A-416

1ST FLOOR

0"

3F

LI

FT

W

AL

L H

EI

G

H T

- T O

P

4'

7"

US Army Corps of Engineers ®

SHEET ID

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A-402

EN

LA

R G

E D A

U D

IT

O

R

IU

M P

LA

N

A N

D S

E C

TI

O N

S

N C

O A

C A D

EM

Y

C O

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PL

E X N

EW

Y

O R

K N

EW

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O R

K , N

Y

F

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ER

AL

P

LA

ZA

R O

O M

N

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Y

O R

K, N

Y

8-

LG

R

LG

R

M

AJ

/C

PP

O C

TO

BE

R

0, W

2D S-

-R

-0

1/4" = 1'-0"A-402

1 AUDITORIUM FLOOR PLAN

1/4" = 1'-0"A-402

2 AUDITORIUM - EAST ELEVATION

1/4" = 1'-0"A-402

3 AUDITORIUM - WEST ELEVATION

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

R

FI

S

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EC

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S.

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D at e

ACOUSTICAL WALL PANELS

FILTER TYPE QTY. REMARKS

AP24

AP AP24 35

AP48

AP AP48 10

Grand total: 45

1/4" = 1'-0"A-402

4 PLATFORM SUPPORT - STO. UNDER PLATFORM

1/2" = 1'-0"A-402

5 HC LIFT PLATF. DR.

0' 3' 6'1'

SCALE: 1/2" = 1'-0"

KNEE

WALL

KNEE

WALL

2ND FLOOR

16' - 0"

101112

1" / 12"

55"24"18"24"16"24"18"24"10"48"32"24"32"48"10"24"18"24"16"48"

FEC

AP24

AP24AP24

AP24AP24

AP24AP24

AP24

AP48

AP24

AP24

AP48

AP24

AP24AP24

AP24AP48

AP24

VWL-1

14 24 00.C

09 83 13.A

-2' - 6"

5" 0"

9' - 0"

05 52 00.A

6 3/8" GYP. BD. EXP. JT.GYP. BD. EXP. JT. 7 5/8"

GYP. EXP. JT.

8' - 10"1' - 2"

GYP. EXP. JT.

12' - 6"

A-403

A-407

LI

FT

W

AL

L H

EI

G

H T

- B O

TT

O

M

7'

6"

1ST FLOOR

0"

10 11 12

56" 6" 24" 18" 24" 16" 48"

6"

ACOUSTICAL WALL PANELS

AP24

AP24

AP24

AP24

AP24

AP24 AP24

AP24 AP24

AP24 AP24

AP24

AP24

AP24 AP48

AP48

09 83 13.A

6" 2' - 0" 1' - 6" 2' - 0" 1' - 4" 2' - 0" 1' - 6" 2' - 0" 6" 4' - 8" 0"

9' - 0"

5"

-2' - 6"

8' - 5"

3'

0"

1" 12"

A-403

05 52 00.A

GYP. EXP. JT.

12' - 4 109/128"COL. ENCL.

GYP. EXP. JT.

8' - 8 109/128"

A-403

1ST FLOOR

0"

5"

A-403

REFER TO STRUCT DWGS FOR LOAD

BEARING STEEL STUD SUPPORT WALLSKN

EE

W

AL

L

A01

1ST FLOOR

0"

B C D E

REFER TO STRUCT

DWGS FOR LOAD

BEARING STEEL STUD

SUPPORT WALLS

REFER TO STRUCT

DWGS FOR LOAD

BEARING STEEL STUD

SUPPORT WALLS

1ST FLOOR

0"

B

C

E

1988 SF

AUDITORIUM

172 SF

COMM

CONC. SLAB OVER 15 MIL CLASS

C POLYETHYLENE VAPOR

BARRIER OVER COMPACTED

GRAVEL FINISH FLOOR AS

SPECIFIED

6"

6"

DAMPPROOFING - FIBRATED

EMULSION-BASED ASPHALT,

EXTEND FROM THE TOP OF

THE FOOTING TO ABOVE

GROUND LEVEL

EXTRUDED PREFORMED

CELLULAR POLYSTYRENE

CONT. 3 INCH THICK

HIGH DENSITY XPS

INSULATION, R-20

UNDER SLAB AND ON

EXT. FACE OF

FOUNDATION WALL

FOR DISTANCE

INDICATED

TYP. PERIM. SLAB INSUL

48"

AP24

05 52 00.A

09 83 13.A 05 52 00.A

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

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O R

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A-403

EN

LA

R G

ED

A

U D

IT

O

R

IU

M E

L E

VA

TI

O

N S

N C

O A

C A D

EM

Y

C O

M

PL

E X N

EW

Y

O R

K N

EW

Y

O R

K , N

Y

F

ED

ER

AL

P

LA

ZA

R O

O M

N

EW

Y

O R

K, N

Y

8-

LG

R

LG

R

M

AJ

/C

PP

O C

TO

BE

R

0, W

2D S-

-R

-0

1 1/4" = 1'-0"A-403

1 AUDITORIUM - SOUTH ELEVATION

1/4" = 1'-0"A-403

2 AUDITORIUM - NORTH ELEVATION

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

AD

D

IT

IO

N

AL

R

FI

S

R

EV

S.

A

FT

ER

A M

EN

D

D at e

ACOUSTICAL WALL PANELS

FILTER TYPE QTY. REMARKS

AP24

AP AP24 35

AP48

AP AP48 10

Grand total: 45

KEYNOTES LEGEND

KEY DESCRIPTION

05 52 00.A RAILING

09 83 13.A ACOUSTICAL WALL PANELS

14 24 00.C VERTICAL WHEELCHAIR LIFT

1" = 1'-0"A-403

3 STAGE PLATFORM

3/4" = 1'-0"A-403

4 STAGE FLOOR STRUCTURE

1/2" = 1'-0"A-403

5 DAMPPROOFING

ROOF

32' - 0"

05 51 33.C

05 51 33.B

RH-1

LD-1

05 50 13.D xRound Duct

F.1

A-416

05 51 33.A

LD-1

FIN. FLOOR

EL.

1' - 6"

1' - 0"

1'

1" 1'

1"

1'

1" 9"

4'

0" 4'

0"

NOTE:

STEEL ELEVATOR PIT LADDER

SHALL BE GALVANIZED AND

PAINTED SAFETY YELLOW.

3/4" DIA.