Amendment_16_Plans.pdf

C O

M P

O S

I T

E

F

L O

R

P

L A

N

S O

L I C

I T

A T

I O

N

N

O

F I

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D A

T E

F I

U M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L O

T

S

C A

L E

P

L O

T

D

A T

E

C O

N T

R A

T

SHEET

IDENTIFICATION

SHEET OF

US Army Corps of Engineers

U S

A

R M

Y

C

O R

S

F

E

N G

I N

E E

R S

D E

S C

R I P

T I O

N M

A R

K A

P P

R

D A

T E

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

New York District

A

M

P

E

R D

L

R e P r o c u r e m e n t C o n D o c s C

A D

S h e e t s A r c h i t e c t u r a l R

P P

A A d w g P

E

R D

L

R e P r o c u r e m e n t C o n D o c s C

A D

S h e e t s A r c h i t e c t u r a l R

P P

A A d w g

J U

R P

P A

A d w g

E X

P L

O S

I V

D

A

D I N

G

F

A C

I L

I T

Y

D O

V E

R

N

W

J

R S

E Y

P I C

A T

I N

Y

S

E N

A L

20060

N E

W

Y

O R

K

D

I S

T R

I C

T

N E

W

Y

O R

K

N

R

K

A-110

X X

X X

X X

X X

X

D

S D

X X

X X

X X

R S

O U

T H

M W

U R

L P

M A

S O

H

N

G E

R

X

D E

S I G

N

B

A C

K C

H E

C K

SCALE: 1" = 20'-0"

COMPOSITE FLOOR PLAN

SCALE: 1" = 20'-0"

COMPOSITE FLOOR PLAN

1 2 1

2 1

20' 10' 0 20' 40' 60'

GRAPHIC SCALE: 1" = 20'

R E

V I S

I O

N

R E

V I S

I O

N

M

O V

O

R

L

O C

A T

I O

N

B L D

G

M A

T C

H

L I N

E

M A

T C

H

L I N

E

F.E.C.

F.E.C.

F.E.C.

L I N

E

UP

F.E.C.

P A

R T

I A

L

F

L O

A

N

P R

O C

E S

S I N

G

A

R E

A

S O

L I C

I T

A T

I O

N

N

O

F I

M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D A

T E

F I

M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L O

T

S

C A

L E

P

L O

T

D

A T

E

C O

N T

R A

SHEET

IDENTIFICATION

SHEET OF

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

D E

S C

R I P

T I O

N M

A R

K A

P P

R

D A

T E

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

New York District

A

M

P

E

R D

L

R e P r o c u r e m e n t C o n D o c s C

A D

S h e e t s A r c h i t e c t u r a l R

P P

A A d w g P

E

R D

L

R e P r o c u r e m e n t C o n D o c s C

A D

S h e e t s A r c h i t e c t u r a l R

P P

A A d w g

J U

R P

P A

A d w g

E X

P L

O S

I V

A

D I N

G

F

A C

I L

I T

Y

D O

V E

R

N

R S

E Y

P I C

A T

I N

S

E N

A L

20063

N E

W

Y

O R

K

D

I S

T R

I C

T

N E

W

Y

O R

K

N

R

K

A-111

X X

X X

X X

X X

X

D

S D

X X

X X

X X

R S

O U

T H

M W

U R

L P

M A

S O

N

G E

R

X

D E

S I G

N

B

A C

K C

H E

C K

8' 4' 0 8' 16' 24'

GRAPHIC SCALE:

"=1'-0"

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

PARTIAL FLOOR PLAN

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

PARTIAL FLOOR PLAN

TAG NOTES

ALUMINUM DOWNSPOUT.

CONCRETE SPLASH BLOCK.

CONCRETE PAD. REFER TO CIVIL DRAWINGS.

INSTALL EXISTING TRENCH DRAIN COVERS.

STEEL LADDER. REFER TO DETAIL 1/A-450.

STEEL PIPE HAND/GUARDRAIL. REFER TO

DETAILS ON SHEET A-450.

DOCK BUMPERS. REFER TO DETAIL 8/A-450.

CONCRETE STAIRS. REFER TO STRUCTURAL

DRAWINGS.

8 FOOT HIGH CHAIN LINK. REFER TO CIVIL

DRAWINGS.

CASEWORK. REFER TO SHEET A-420 FOR

DETAILS.

STEEL LADDER. REFER TO DETAIL 2/A-450.

FENCE GATE. REFER TO CIVIL DRAWINGS.

INSTALL TRENCH DRAIN COVERS. REFER

TO STRUCTURAL DRAWINGS.

CONCRETE WALKWAY. REFER TO CIVIL

DRAWINGS.

GENERAL NOTES

DOOR NUMBER INDICATED WITH .

REFER TO SHEET A-600 FOR DOOR SCHEDULE.

DIMENSIONS OF DOOR OPENINGS ARE FROM

FACE OF NEAREST STUD OR CONCRETE WALL.

WINDOW TYPE INDICATED WITH .

REFER TO SHEET A-510 FOR DETAILS.

WALL TYPE INDICATED WITH . REFER TO

SHEET A-540. WALLS WITHOUT A WALL TYPE

SYMBOL ARE EXISTING WALLS THAT DO NOT

REQUIRE ADDITIONAL WORK. FOR WALL TYPES IN

RESTROOMS. REFER TO SHEET A-400.

1.

2.

3.

TYP.

TYP.

TYP.

TYP.

TYP.

2 2

4 4

4 4 4

3 3 3

3 3

4 4

4 4 4 4

8 8 8 9

7 7 7 7 1 1 1 1

1188889

13 13

13 13

1 1

4 4 5

1 1

11111

8 8 8 8 8

111413

TYPICAL

ALL POST

LOCATIONS

CONSTRUCTION

10" 10" 10" 10" 10" 10"

10" 10" 10" 10" 10" 10"

8'-10"11'-10"12'-4"

9'-4

6"

1'-2

7'-1

TYP.

2'-10

R E

V I S

I O

N

R E

V I S

I O

N

M

O V

O

R

L

O C

A T

I O

N

F.E.C.

F.E.C.

F.E.C.

UP

F.E.C.

P A

R T

I A

L

S

I G

N A

G

A

N

P R

O C

E S

S I N

G

A

R E

A

S O

L I C

I T

A T

I O

N

N

O

F I

M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D A

T E

F I

M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L O

T

S

C A

L E

P

L O

T

D

A T

E

C O

N T

R A

SHEET

IDENTIFICATION

SHEET OF

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

D E

S C

R I P

T I O

N M

A R

K A

P P

R

D A

T E

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

New York District

A

M

P

E

R D

L

R e P r o c u r e m e n t C o n D o c s C

A D

S h e e t s A r c h i t e c t u r a l R

P P

A A d w g P

E

R D

L

R e P r o c u r e m e n t C o n D o c s C

A D

S h e e t s A r c h i t e c t u r a l R

P P

A A d w g

J U

R P

P A

A d w g

E X

P L

O S

I V

A

D I N

G

F

A C

I L

I T

Y

D O

V E

R

N

R S

E Y

P I C

A T

I N

S

E N

A L

20075

N E

W

Y

O R

K

D

I S

T R

I C

T

N E

W

Y

O R

K

N

R

K

A-181

X X

X X

X X

X X

X

D

S D

X X

X X

X X

R S

O U

T H

M W

U R

L P

M A

S O

N

G E

R

X

D E

S I G

N

B

A C

K C

H E

C K

GENERAL NOTES

1.

LEGEND

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

PARTIAL SIGNAGE PLAN

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

PARTIAL SIGNAGE PLAN

8' 4' 0 8' 16' 24'

GRAPHIC SCALE:

"=1'-0"

R E

V I S

I O

N

M

O V

O

R

L

O C

A T

I O

N

2"

PER SCHEDULE

2"

3'-0"

8"

3'-0"

6"

1'-10"

3'-0"

2"

PER SCHEDULE

2"

2"

2 LAYERS OF 1/2" THICK

GYPSUM BOARD ON 3 5/8"

METAL STUDS @ 24" O.C. MAX.

HOLLOW

METAL

FRAME

FIBERGLASS

REINFORCED

PANEL (FRP) ON

THE INTERIOR

SIDE OF THE

ROOM ONLY

PREFORMED/

PREFINISHED ALUM.

FLASHING, TYP.

FIBERGLASS-REINFORCED

PANEL ENCLOSURE

SECURED @ 8'-0" O.C. TYP.

4"x2" STL CHANNEL

INTERMEDIATE

POST DOOR SUPPORT

HOLLOW METAL

FRAME

2"

2"

INVERTED METAL

CHANNEL

METAL FLASHING

HOLLOW METAL

FRAME

2"x2" STL ANGLE

2 LAYERS OF 1/2" THICK

GYPSUM BOARD ON 3 5/8"

METAL STUDS @ 24" O.C.

MAX.

2"3"2"

7"

HOLLOW METAL

FRAME

FIBERGLASS

REINFORCED

PANEL (FRP) ON

THE INTERIOR

SIDE OF THE

ROOM ONLY

5/8" THICK GYPSUM

BOARD ON 3 5/8"

METAL STUDS @

16" O.C. MAX.

HOLLOW METAL

FRAME

2"2"2"

6"

5/8" THICK GYPSUM

BOARD ON 3 5/8" METAL

STUDS @ 16" O.C. MAX.

HOLLOW METAL

FRAME

2"

2 LAYERS OF 5/8" THICK

GYPSUM BOARD ON 6"

METAL STUDS

@ 16" O.C. MAX.

HOLLOW METAL

FRAME

2"

2"

2 LAYERS OF 5/8" THICK

GYPSUM BOARD ON 6" METAL

STUDS @ 16" O.C. MAX.

HOLLOW METAL

FRAME

2"

FIBERGLASS-REINFORCED

PANEL ENCLOSURE

SECURED @ 8'-0" O.C.

TYP.

15 LBS. ASPHALT

SATURATED FELT

1/2" THICK WATER

RESISTANT SHEATHING

2" THICK RIGID INSULATION WITH

FINISH SYSTEM (EIFS)

FOIL-FACED BATT INSULATION

5/8" THICK GYPSUM

BOARD ON 6" METAL

STUDS @ 16" O.C. MAX.

BACKER ROD

AND SEALANT

HOLLOW

METAL FRAME

2"

2"

2"

2"

15 LBS. ASPHALT

SATURATED FELT

1/2" THICK WATER

RESISTANT SHEATHING

2" THICK RIGID INSULATION

WITH FINISH SYSTEM (EIFS)

FOIL-FACED BATTON

INSULATION

5/8" THICK GYPSUM

BOARDH ON 6" METAL

STUDS @ 16" O.C. MAX.

BACKER ROD AND

SEALANT

HOLLOW

METAL

FRAME

DRIP GROOVE

BLAST DOOR FRAME.

ANCHORS

PER MANUFACTURER

1'-0"

EXISTING POURED

CONCRETE WALL

5/8" GYPSUM BOARD

EXISTING POURED

CONCRETE WALL

5/8" GYPSUM BOARD

BLAST DOOR FRAME.

ANCHORS

PER MANUFACTURER

15 LBS. ASPHALT

SATURATED FELT

1/2" THICK WATER

RESISTANT SHEATHING

4" THICK RIGID INSULATION WITH

FINISH SYSTEM (EIFS)

FOIL-FACED BATT INSULATION

5/8" THICK GYPSUM

BOARD ON 6" METAL

STUDS @ 16" O.C. MAX.

BACKER ROD

AND SEALANT

HOLLOW

METAL FRAME

2"

2"

2"

4"

15 LBS. ASPHALT

SATURATED FELT

1/2" THICK WATER

RESISTANT SHEATHING

4" THICK RIGID INSULATION

WITH FINISH SYSTEM (EIFS)

FOIL-FACED BATTON

INSULATION

5/8" THICK GYPSUM

BOARDH ON 6" METAL

STUDS @ 16" O.C. MAX.

BACKER ROD AND

SEALANT

HOLLOW

METAL

FRAME

DRIP GROOVE

D O

P

T

A I L S

S O

L I C

I T

A T

I O

N

N

O

F I

M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D A

T E

F I

M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L O

T

S

C A

L E

P

L O

T

D

A T

E

C O

N T

R A

SHEET

IDENTIFICATION

SHEET OF

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

D E

S C

R I P

T I O

N M

A R

K A

P P

R

D A

T E

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

New York District

A

M

P

E

R D

L

R e P r o c u r e m e n t C o n D o c s C

A D

S h e e t s A r c h i t e c t u r a l R

P P

A A d w g P

E

R D

L

R e P r o c u r e m e n t C o n D o c s C

A D

S h e e t s A r c h i t e c t u r a l R

P P

A A d w g

J U

R P

P A

A d w g

E X

P L

O S

I V

A

D I N

G

F

A C

I L

I T

Y

D O

V E

R

N

R S

E Y

P I C

A T

I N

S

E N

A L

20086

N E

W

Y

O R

K

D

I S

T R

I C

T

N E

W

Y

O R

K

N

R

K

A-500

X X

X X

X X

X X

X

D

S D

X X

X X

X X

R S

O U

T H

M W

U R

L P

M A

S O

N

G E

R

X

D E

S I G

N

B

A C

K C

H E

C K

REFER TO FLOOR PLANS AND ELEVATIONS FOR

LOCATIONS OF ALL DOORS.

REFER TO DOOR SCHEDULE ON SHEET A-600.

REFER TO SPECIFICATION SECTION 08 71 00 FOR

DOOR HARDWARE.

REFER TO SPECIFICATION SECTION 08 11 13 PART

2.6.4 - 2.6.4.2 FOR ANCHORING REQUIREMENTS.

GENERAL NOTES

1.

2.

3.

4.

12'8'4'02'4'

GRAPHIC SCALE:

"=1'-0"

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

DOOR TYPES

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

FRAME TYPES

A B C 1 2

2'1'06"1'

GRAPHIC SCALE: 1

"=1'-0"

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

HEAD DETAIL

1 1

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

JAMB DETAIL

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

HEAD DETAIL

3 1

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

JAMB DETAIL

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

HEAD DETAIL

9 1

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

JAMB DETAIL

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

HEAD DETAIL

7 1

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

JAMB DETAIL

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

HEAD DETAIL

5 1

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

JAMB DETAIL

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

HEAD DETAIL

13 1

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

JAMB DETAIL

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

HEAD DETAIL

11 1

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

JAMB DETAIL

R E

V I S

I O

N

R E

V I S

I O

N

M

O V

O

R

L

O C

A T

I O

N

1'-0"6"

4"

EXISTING 6" METAL

STUD AT 16" O.C.

5/8" IMPACT RESISTANT

GYPSUM BOARD

EXISTING 12"

POURED

CONCRETE

TOP OF GYPSUM BOARD

EL. = 10' A.F.F.

METAL "J" TRIM

SCALE: 1" = 1'-0"

WALL TYPES

3 5/8" METAL STUD

AT 16" O.C.

5/8" IMPACT RESISTANT

GYPSUM BOARD

3 5/8" METAL STUD

AT 16" O.C.

TWO LAYERS - 5/8"

IMPACT RESISTANT

GYPSUM BOARD

4" EIFS SYSTEM

4" EIFS SYSTEM

4"

EXISTING

3 5/8" METAL STUD

AT 16" O.C.

5/8" WATER RESISTANT

GYPSUM BOARD

5/8" IMPACT RESISTANT

GYPSUM BOARD

BREAK ROOM SIDE

6"

4"

6" METAL STUD AT

16" O.C.

5/8" IMPACT RESISTANT

GYPSUM BOARD

4" EIFS SYSTEM

12" POURED

CONCRETE

1'-0"

2" EIFS SYSTEM

4" EIFS SYSTEM

4"

EXISTING 3 5/8"

METAL STUD

AT 16" O.C.

EXISTING 3 5/8" METAL

STUD AT 16" O.C.

TWO LAYERS - 5/8" IMPACT

RESISTANT GYPSUM

BOARD

5/8" IMPACT RESISTANT

GYPSUM BOARD

6"

2"

5/8" GYPSUM BOARD

5/8" IMPACT RESISTANT

GYPSUM BOARD

6"

2"

EXISTING 6" METAL STUD AT 16"

O.C.

5/8" IMPACT RESISTANT

GYPSUM BOARD

6" METAL STUD AT 16" O.C.

FIBERGLASS

REINFORCED

ENCLOSURE PANEL

SECURED @ 8'-0"

O.C. OR PER

MANUFACTURER'S

RECOMMENDATION

STEEL POST

BEYOND

2" EIFS SYSTEM

6"

EXISTING 6" METAL

STUD AT 16" O.C.

2 LAYERS 5/8" IMPACT

RESISTANT GYPSUM

BOARD - EACH SIDE

TOP OF GYPSUM BOARD

EL. = 10' A.F.F.

METAL "J" TRIM

1'-0"

EXISTING 12"

POURED

CONCRETE

5/8" GYPSUM BOARD

LAMINATED TO EXISTING

CONCRETE WALL

1/2" EXTERIOR GRADE

GYPSUM BOARD

SHEATHING

FOIL FACED BATT

INSULATION

15 LB ASPHALT

SATURATED

BUILDING FELT

FOIL FACED BATT

INSULATION

1/2" EXTERIOR GRADE

GYPSUM BOARD

SHEATHING

FOIL FACED BATT

INSULATION

PRE-FINISHED ALUMINUM

FLASHING

FIBERGLASS REINFORCED

ENCLOSURE PANEL

SECURED @ 8'-0" O.C. OR

PER MANUFACTURER'S

RECOMMENDATIONS

1/2" EXTERIOR GRADE GYPSUM

BOARD SHEATHING

FOIL FACED BATT

INSULATION

PRE-FINISHED ALUMINUM

FLASHING

FIBERGLASS REINFORCED

ENCLOSURE PANEL

SECURED @ 8'-0" O.C. OR

PER MANUFACTURER'S

RECOMMENDATIONS

15 LB ASPHALT SATURATED

BUILDING FELT

1/2" EXTERIOR GRADE GYPSUM

BOARD SHEATHING

DOUBLE STUD OR

COLUMN BEYOND

15 LB ASPHALT SATURATED

BUILDING FELT

DOUBLE STUD OR

COLUMN BEYOND

TWO LAYERS - 5/8"

WATER RESISTANT

GYPSUM BOARD

UL #

UL #

UL #

TWO LAYERS - 5/8" WATER

RESISTANT GYPSUM

BOARD

6"

4"

EXISTING 6" METAL

STUD AT 16" O.C.

5/8" WATER RESISTANT

GYPSUM BOARD

4" EIFS SYSTEM

1/2" EXTERIOR GRADE

GYPSUM BOARD SHEATHING

FOIL FACED BATT

INSULATION

15 LB ASPHALT SATURATED

BUILDING FELT

6"

4"

EXISTING 6" METAL

STUD AT 16" O.C.

4" EIFS SYSTEM

1/2" EXTERIOR GRADE

GYPSUM BOARD

SHEATHING

FOIL FACED BATT

INSULATION

15 LB ASPHALT

SATURATED

BUILDING FELT

6"

4"

EXISTING 6" METAL

STUD AT 16" O.C.

5/8" CEMENT BOARD

4" EIFS SYSTEM

1/2" EXTERIOR GRADE

GYPSUM BOARD

SHEATHING

FOIL FACED BATT

INSULATION

15 LB ASPHALT

SATURATED

BUILDING FELT

5/8" CEMENT BOARD

CERAMIC WALL TILE

TOP OF TILE

5'-0" A.F.F.

CERAMIC WALL TILE

6"

EXISTING 6" METAL

STUD AT 16" O.C.

5/8" WATER RESISTANT

GYPSUM BOARD

FOIL FACED BATT

INSULATION

5/8" CEMENT BOARD

CERAMIC WALL TILE

TOP OF TILE

5'-0" A.F.F.

5/8" CEMENT BOARD

CERAMIC WALL TILE

6"

EXISTING 6" METAL

STUD AT 16" O.C.

5/8" WATER RESISTANT

GYPSUM BOARD

FOIL FACED BATT

INSULATION

5/8" CEMENT BOARD

CERAMIC WALL TILE

TOP OF TILE

5'-0" A.F.F.

6"

EXISTING 6" METAL

STUD AT 16" O.C.

5/8" WATER RESISTANT

GYPSUM BOARD

FOIL FACED BATT

INSULATION

5/8" CEMENT BOARD

CERAMIC WALL TILE

TOP OF TILE

5'-0" A.F.F.

6"

EXISTING 6" METAL

STUD AT 16" O.C.

5/8" WATER RESISTANT

GYPSUM BOARD

FOIL FACED BATT

INSULATION

5/8" CEMENT BOARD

CERAMIC WALL TILE

5/8" IMPACT RESISTANT

GYPSUM BOARD

TOP OF TILE

5'-0" A.F.F.

6"

EXISTING 6" METAL

STUD AT 16" O.C.

FOIL FACED BATT

INSULATION

5/8" CEMENT BOARD

CERAMIC WALL TILE

TOP OF GYPSUM BOARD

EL. = 10' A.F.F.

METAL "J" TRIM

4"

5/8" IMPACT RESISTANT

GYPSUM BOARD

4" METAL STUD AT 16" O.C.

2" EIFS SYSTEM

FOIL FACED BATT

INSULATION

PRE-FINISHED ALUMINUM

FLASHING

FIBERGLASS REINFORCED

ENCLOSURE PANEL

SECURED @ 8'-0" O.C. OR

PER MANUFACTURER'S

RECOMMENDATIONS

15 LB ASPHALT SATURATED

BULIDING FELT

1/2" EXTERIOR GRADE GYPSUM

BOARD SHEATHING

DOUBLE STUD OR

COLUMN BEYOND

2"

1 2 3 4 5 6

13 14 15 16 17 18

22212019

15 LB ASPHALT

SATURATED

BUILDING FELT

FIBERGLASS REINFORCED

PANEL

CORRIDOR SIDEROOM SIDE

CORRIDOR SIDEROOM SIDE

FIBERGLASS REINFORCED

PANEL

1'-0"

12" IN-FILL

CONCRETE. SEE

SHEET S-301

5/8" GYPSUM BOARD

LAMINATED TO

CONCRETE WALL

W A

L L

T

Y P

E S

S O

L I C

I T

A T

I O

N

N

O

F I

M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D A

T E

F I

M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L O

T

S

C A

L E

P

L O

T

D

A T

E

C O

N T

R A

SHEET

IDENTIFICATION

SHEET OF

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

D E

S C

R I P

T I O

N M

A R

K A

P P

R

D A

T E

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

New York District

A

M

P

E

R D

L

R e P r o c u r e m e n t C o n D o c s C

A D

S h e e t s A r c h i t e c t u r a l R

P P

A A d w g P

E

R D

L

R e P r o c u r e m e n t C o n D o c s C

A D

S h e e t s A r c h i t e c t u r a l R

P P

A A d w g

J U

R P

P A

A d w g

E X

P L

O S

I V

A

D I N

G

F

A C

I L

I T

Y

D O

V E

R

N

R S

E Y

P I C

A T

I N

S

E N

A L

20088

N E

W

Y

O R

K

D

I S

T R

I C

T

N E

W

Y

O R

K

N

R

K

A-540

X X

X X

X X

X X

X

D

S D

X X

X X

X X

R S

O U

T H

M W

U R

L P

M A

S O

N

G E

R

X

D E

S I G

N

B

A C

K C

H E

C K

GRAPHIC SCALE: 1"=1'-0"

1' 2' 3'06"1'

R E

V I S

I O

N

R E

V I S

I O

N

M

O V

O

R

L

O C

A T

I O

N

H

E D

U L E

S O

L I C

I T

A T

I O

N

N

O

F I

M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D A

T E

F I

M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L O

T

S

C A

L E

P

L O

T

D

A T

E

C O

N T

R A

SHEET

IDENTIFICATION

SHEET OF

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

D E

S C

R I P

T I O

N M

A R

K A

P P

R

D A

T E

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

New York District

A

M

P

E

R D

L

R e P r o c u r e m e n t C o n D o c s C

A D

S h e e t s A r c h i t e c t u r a l R

P P

A A d w g P

E

R D

L

R e P r o c u r e m e n t C o n D o c s C

A D

S h e e t s A r c h i t e c t u r a l R

P P

A A d w g

J U

R P

P A

A d w g

E X

P L

O S

I V

A

D I N

G

F

A C

I L

I T

Y

D O

V E

R

N

R S

E Y

P I C

A T

I N

S

E N

A L

20091

N E

W

Y

O R

K

D

I S

T R

I C

T

N E

W

Y

O R

K

N

R

K

A-600

X X

X X

X X

X X

X

D

S D

X X

X X

X X

R S

O U

T H

M W

U R

L P

M A

S O

N

G E

R

X

D E

S I G

N

B

A C

K C

H E

C K

DOOR SCHEDULE

DOOR NUMBER DOOR SIZE WIDTH X HEIGHT LABEL

DOOR

TYPE

DOOR

MATERIAL

DOOR THICKNESS GLASS FRAME MATERIAL FRAME TYPE HEAD DETAIL JAMB DETAIL

TRESHOLD

DETAIL

NOTES HARDWARE SET KEY SIDE

DOOR

NUMBER

001A 3'-0"x7'-0" --- A INS/MTL 1 3/4" --- HM 1 11/A-500 12/A-500 5 NK 001A

001B 3'-0"x7'-0" --- A INS/MTL 1 3/4" --- HM 1 11/A-500 12/A-500 1 5 NK 001B

001C 3'-0"x7'-0" --- A INS/MTL 1 3/4" --- HM 1 11/A-500 12/A-500 1 5 NK 001C

001D 3'-0"x7'-0" --- A INS/MTL 1 3/4" --- HM 1 11/A-500 12/A-500 1 5 NK 001D

002 3'-0"x7'-0" --- C INS/MTL 1 3/4" INSULATED HM 1 1/A-500 2/A-500 12 EXT 002

002A PR 3'-0" x7'-0" --- C HM 1 3/4" SAFETY HM 1 5/A-500 6/A-500 14 NK 002A

003A 3'-0"x7'-0" --- A INS/MTL 1 3/4" --- HM 1 11/A-500 12/A-500 1 5 NK 003A

003B 3'-0"x7'-0" --- A INS/MTL 1 3/4" --- HM 1 11/A-500 12/A-500 1 5 NK 003B

003C PR 3'-0"x7'-0" --- A INS/MTL 1 3/4" --- HM 1 11/A-500 12/A-500 1 14 NK 003C

004 3'-0"x7'-0" --- C INS/MTL 1 3/4" INSULATED HM 1 1/A-500 2/A-500 12 EXT 004

005A 3'-0"x7'-0" --- A HM 1 3/4" --- HM 1 7/A-500 8/A-500 5 EXT 005A

005B 3'-0"x7'-0" --- A HM 1 3/4" --- HM 1 7/A-500 8/A-500 5 EXT 005B

006A PR 3'-0"x7'-0" --- A INS/MTL 1 3/4" --- HM 1 11/A-500 12/A-500 14 NK 006A

006B 3'-0"x7'-0" --- A INS/MTL 1 3/4" --- HM 1 11/A-500 12/A-500 6 NK 006B

007 3'-0"x7'-0" --- A HM 1 3/4" --- HM 1 7/A-500 8/A-500 5 EXT 007

009 3'-0"x7'-0" --- A HM 1 3/4" --- HM 1 7/A-500 8/A-500 5 EXT 009

100 3'-0"x7'-0" --- A INS/MTL 1 3/4" --- HM 1 1/A-500 2/A-500 12 008 100

101 3'-0"x7'-0" --- A INS/MTL 1 3/4" --- HM 1 1/A-500 2/A-500 1 12 EXT 101

102A 3'-0"x7'-0" --- A ACW 1 3/4" --- HM 1 5/A-500 6/A-500 1 6 NK 102A

102B 3'-0"x7'-0" --- A ACW 1 3/4" --- HM 1 5/A-500 6/A-500 1 6 NK 102B

103 3'-0"x7'-0" --- A ACW 1 3/4" --- HM 1 5/A-500 6/A-500 1 2 101 103

104 3'-0"x7'-0" --- A ACW 1 3/4" --- HM 1 5/A-500 6/A-500 1 3 NK 104

105 3'-0"x7'-0" --- A ACW 1 3/4" --- HM 1 5/A-500 6/A-500 1 3 NK 105

106 3'-0"x7'-0" --- A INS/MTL 1 3/4" --- HM 1 1/A-500 2/A-500 1 008 106

107 3'-0"x7'-0" --- A INS/MTL 1 3/4" --- HM 1 1/A-500 2/A-500 1 008 107

108 3'-0"x7'-0" --- A INS/MTL 1 3/4" --- HM 1 1/A-500 2/A-500 1 008 108

200 3'-0"x7'-0" --- A HM 1 3/4" --- HM 1 9/A-500 10/A-500 1 7 223 200

201 PR 3'-0"x7'-0" --- A HM 1 3/4" --- HM 1 9/A-500 10/A-500 10 223 201

202 3'-0"x7'-0" --- A HM 1 3/4" --- HM 1 9/A-500 10/A-500 1 10 223 202

203 3'-0"x7'-0" --- A INS/MTL 1 3/4" --- HM 1 1/A-500 2/A-500 9 EXT 203

204 3'-0"x7'-0" --- A HM 1 3/4" --- HM 1 5/A-500 6/A-500 1 204A 204

204A 3'-0"x7'-0" --- A HM 1 3/4" --- HM 1 5/A-500 6/A-500 1 003 204A

206 PR 3'-0"x8'-0" --- B HM 1 3/4" --- HM 2 3/A-500 4/A-500 11 001 206

207 PR 3'-0"x8'-0" --- B HM 1 3/4" --- HM 2 3/A-500 4/A-500 11 001 207

207A PR 3'-0"x8'-0" --- B HM 1 3/4" --- HM 2 5/A-500 6/A-500 4 001 207A

208 PR 3'-0"x8'-0" 1 HR B HM 1 3/4" --- HM 2 3/A-500 4/A-500 11 001 208

209 PR 3'-0"x8'-0" 1 HR B HM 1 3/4" --- HM 2 3/A-500 4/A-500 11 003 209

210 PR 3'-0"x8'-0" 1 HR B HM 1 3/4" --- HM 2 3/A-500 4/A-500 11 001 210

211 PR 3'-0"x8'-0" --- B HM 1 3/4" --- HM 2 3/A-500 4/A-500 11 001 211

213 PR 3'-0"x8'-0" --- B HM 1 3/4" --- HM 2 3/A-500 4/A-500 11 003 213

214 PR 3'-0"x8'-0" --- B HM 1 3/4" --- HM 2 3/A-500 4/A-500 11 001 214

215 PR 3'-0"x8'-0" --- B HM 1 3/4" --- HM 2 3/A-500 4/A-500 11 003 215

216 PR 3'-0"x8'-0" --- B HM 1 3/4" --- HM 2 3/A-500 4/A-500 11 001 216

218 PR 3'-0"x8'-0" --- B HM 1 3/4" --- HM 2 9/A-500 10/A-500 1 11 003 218

219 PR 3'-0"x8'-0" --- B HM 1 3/4" --- HM 2 3/A-500 4/A-500 11 003 219

219A PR 3'-0"x8'-0" --- B HM 1 3/4" --- HM 2 5/A-500 6/A-500 1 13 004 219A

221 3'-0"x7'-0" --- A --- --- --- --- --- 13/A-500 14/A-500 3 16 002 221

222 3'-0"x7'-0" --- A HM 1 3/4" --- HM 1 1/A-500 2/A-500 8 EXT 222

222A 3'-0"x7'-0" 1 HR A HM 1 3/4" --- HM 1 9/A-500 10/A-500 1 218 222A

223 EXISTING --- --- --- --- --- --- --- --- --- 2 15 223 223

301 PR 3'-0"x8'-0" --- B HM 1 3/4" --- HM 2 3/A-500 4/A-500 11 003 301

302 PR 3'-0"x8'-0" --- B HM 1 3/4" --- HM 2 3/A-500 4/A-500 11 003 302

300 3'-0"x7'-0" --- A --- --- --- --- --- 13/A-500 14/A-500 3 16 004 300

400 PR 3'-0"x8'-0" 2 HR B HM 1 3/4" --- HM 2 3/A-500 4/A-500 11 006 400

401 PR 3'-0"x8'-0" 2 HR B HM 1 3/4" --- HM 2 3/A-500 4/A-500 11 006 401

402 PR 3'-0"x8'-0" 2 HR B HM 1 3/4" --- HM 2 3/A-500 4/A-500 11 006 402

403 PR 3'-0"x8'-0" 2 HR B HM 1 3/4" --- HM 2 3/A-500 4/A-500 1 11 006 403

NOTES

1. INSTALL NEW DOOR IN EXISTING FRAME

2. EXISTING OVERHEAD COILING DOOR

3. DOOR SHALL MEET BLAST DOOR REQUIREMENTS

PER SPECIFICATION 08 39 54

LEGEND

PR = PAIR

ACW = AGRIFIBER CORE WODD

INS/MTL= INSULATED MATERAL

HW = HOLLOW METAL

HR = HOUR

NK = NO KEY

EXT = EXTERIOR

R E

V I S

I O

N

R E

V I S

I O

N

M

O V

O

R

L

O C

A T

I O

N

LPH-1A #1

SS

HAZARD WARNING

SWITCH/LIGHT

(TYP.)

APL-2A#20

APL-2A#20

APL-2A#22

APL-2A#22

3 3

APL-2A#26

H

H

H

H

H

PARKING LIGHT

OVERRIDE SWITCH.

EP

LPH-1A #3

LPH-1A #5

LPH-1A #9

LPH-1A #7

DPH-EM #1

DPH-EM #1

L5 L5 L5 L5 L5 L5 L5 L5 L5

L5 L5 L5

L5L5L5

L5L5L5L5L5L5L5L5L5

L5 L5 L5

L4 L4 L4 L4

L4L4L4L4

L4 L4 L4 L4

L5 L5 L5

L5 L5 L5

L5 L5 L5

L5L5L5

L5

L5 L5

L5

L5

L5

L5L5L5

L6 L6

L4

L4

L4

L4 L4

L4 L4

L4

L4

L5

L5

L4 L4 L4

L4L4

L4

L4

L5 L5 L5

L5L5L5L5

L5

L5 L5 L5

L5L5L5

L4

EP

EXPLOSION PROOF

L4

L4

M A

T C

H L

I N

E

A

M

A T

C H

L I N

E

A

APL-2A#24

APL-2A#24

WP

APL-2A#26

b a a b b

H

H

H b a

EP

L3

LPH-1A #9

LPH-1A #7

DPH-EM #2

LPH-1A #11

DPH-EM #1

DPH-EM #3

L5 L5 L5

L5L5L5L5

L5

L5 L5 L5

L5L5L5

L4

L4

L4

L4

L4

L4 L4

L5 L5 L5

L5L5L5

L5 L5 L5

L5L5L5

L5 L5 L5

L5L5L5

L5 L5 L5 L5

L5 L5 L5 L5

L5 L5 L5 L5

L5 L5 L5

L5 L5 L5 L5

L5 L5

L5

L5

L5

L4

L4

L4

L4

EP

L4

L4

L4

L4

L4

UP

M A

T C

H L

I N

E

A

M

A T

C H

L I N

E

A

M A

T C

H L

I N

E

B

M

A T

C H

L I N

E

B

P A

R T

I A

L

F

L O

A

N

L I G

H T

I N

G

S O

L I C

I T

A T

I O

N

N

O

F I

M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D A

T E

F I

M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L O

T

S

C A

L E

P

L O

T

D

A T

E

C O

N T

R A

SHEET

IDENTIFICATION

SHEET OF

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

D E

S C

R I P

T I O

N M

A R

K A

P P

R

D A

T E

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

New York District

A

M

P

E

R D

L

R e P r o c u r e m e n t C o n D o c s C

A D

S h e e t s E l e c t r i c a l R

P P

A E

L d w g P

E

R D

L

R e P r o c u r e m e n t C o n D o c s C

A D

S h e e t s E l e c t r i c a l R

P P

A E

L d w g

J U

R P

P A

E

L d w g

E X

P L

O S

I V

A

D I N

G

F

A C

I L

I T

Y

D O

V E

R

N

R S

E Y

P I C

A T

I N

S

E N

A L

200167

N E

W

Y

O R

K

D

I S

T R

I C

T

N E

W

Y

O R

K

N

R

K

EL111

X X

X X

X X

X X

X

D

S D

X X

X X

X X

R

M

A Y

S

C A

F D

E P

M A

S O

N

G E

R

X

D E

S I G

N

B

A C

K C

H E

C K

8' 4' 0 8' 16' 24'

GRAPHIC SCALE:

"=1'-0"

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

PARTIAL FLOOR PLAN - LIGHTING

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

PARTIAL FLOOR PLAN - LIGHTING

GENERAL NOTES

1. REFER TO SHEET E-001 FOR GENERAL NOTES, ETC.

2. REFER TO SHEET EL601 FOR LIGHT FIXTURE SCHEDULE.

3. ALL ELECTRICAL WORK SHOWN IS NEW WORK UNLESS OTHERWISE NOTED.

4. SEE SHEET EL602 FOR LIGHTING CONTROL DETAILS AND NOTES.

5. EXTERIOR HAZARD WARNING LIGHTS SHALL BE MOUNTED IN VISIBLE LOCATION FROM THE ROAD.

COORDINATE FINAL LOCATION WITH THE CONTRACTING OFFICER.

6. FOR NEC-2 AREAS - WIRING SHALL BE INSTALLED IN RIGID STEEL CONDUIT.

SEE NOTE 5. TYPICAL FOR

EXTERIOR HAZARD WARNING LIGHT

NEC HAZARD LEGEND

ROOM IS A HAZARDOUS AREA. ALL EQUIPMENT INSTALLED IN

THIS AREA SHALL BE RATED CLASS 1 AND CLASS 2, DIVISION 1

AREA AND MEET THE REQUIREMENTS OF DA PAM 385-64

AMMUNITION AND EXPLOSIVES SAFETY STANDARDS.

NEC-2

ROOM IS A NON-HAZARDOUS AREANEC-1

R E

V I S

I O

N

R E

V I S

I T

C

A T

I O

N

E

P L A

N

7"

TYP

M

I N

FF EL = 100'-0"

CONC. SLAB,

SEE PLAN

EXTERIOR GRADE

EXISTING STEEL FRAME

14" DIA. CONC.

FOOTING

(8) #4 @ 12" OC

#3 SPIRAL TIES

@ 12" OC

#4 SMOOTH DOWEL

12" LONG @ 12" OC

EXISTING

CONC. SLAB

ROUGHENED

CONST. JT.

" x11"x11" BASE PLATE w/ (4)

" DIA. ANCHOR BOLTS

6" 3'-9"

EXISTING

CONC. SLAB

EXISTING STUD

WALL

DEMO

EXISTING

TRENCHES

EXISTING STUD

WALL

EXISTING

CONC. SLAB

#3 DOWELS

x8" LONG, TYP

6" 1'-5"1'-8"

2" 2"

ROUGHEN EXISTING

CONC. PRIOR TO

PLACING NEW CONC.

AT EXISTING WALKWAY

FOOTINGS, REMOVE

CONCRETE TO A DEPTH

OF 1'-0" BELOW FINISH

SLAB ELEVATION, LEAVE

VERTICAL REINF. INTACT

6"

SLOPE TRENCH

TOWARD CORRIDOR

TRENCH

BAR GRATING,

SEE PLAN

L2x2x

CONT. w/

" DIA. WELDED

STUDS @ 24" OC

M I N

6"

8"

3'-8"

2"

8"

MIN

EXTERIOR GRADE

8" THICK CONC. CHEEK

WALL BEYOND, WITH

#4@12" OC EACH WAY

WWR

#4@12" OC,

BOTTOM, EW

M

I

N

CLR

C L R

#4@12" OC

#4@12" OC,

EACH WAY

VAPOR BARRIER

CAPILLARY WATER

BARRIER

PROVIDE 12" WIDE OPEN

TRENCH CONNECTION,

EACH BAY

EXISTING

CONC. SLAB

EXISTING

CONC. SLAB

#4@12" OC,

EACH WAY

#4@12" OC,

EACH WAY

#4 DOWEL 12" LONG

@ 12" OC, 3 SIDES

#4 DOWEL 12" LONG

@ 12" OC, 3 SIDES

" EXP. JT. MAT'L

CONCRETE INFILL,

REINF. SIZE AND

SPACING TO MATCH

EXISTING WALL

M

I N

L A

P

S

P L I C

E

USE HIGH PRESSURE

WATER JET TO REMOVE

CONCRETE WITHOUT

DAMAGING REINF STEEL

SAWCUT EA. SIDE OF

EXISTING WALL, 1" DEEP.

DO NOT CUT EXISTING

REINFORCING STEEL

#4 BARS, EF

#57 STONE (EA. SIDE)

VAPOR BARRIER

(EA. SIDE)

PROVIDE 10" MIN.

EMBEDMENT WITH

HILTI HIT-HY 200

EPOXY SYSTEM

PROVIDE 10" MIN.

EMBEDMENT WITH

HILTI HIT-HY 200

EPOXY SYSTEM

3'-4"

TOP OF SLAB

EXISTING OPENING. FIELD

VERIFY DIMENSIONS

EXISTING

FOOTING

AFTER EXPOSING HORIZONTAL

REBAR ABOVE DOOR, PROVIDE

#4 x3'-6" DOWELS @ 12" OC EF

ALONG VERTICAL FACE OF

EXISTING OPENING AS SHOWN.

LAP BARS FROM EACH FACE TO

PROVIDE MIN. 2'-0" SPLICE.

INFILL WITH 4,000 psi CONCRETE

EXISTING OPENING

TO REMAIN

NOTE:

EXISTING REINFORCING STEEL SHALL BE FIELD LOCATED USING

MAGNETIC OR RADIOGRAPHIC METHODS AND MARKED ON EACH

SIDE OF THE WALL. HORIZONTAL BARS TO BE INSTALLED IN THE

JAMBS OF THE OPENING SHALL BE INSTALLED IN THE PLANE OF

THE EXISTING HORIZONTAL REINF. AND NOT LESS THAN 3" NOR

MORE THAN 4" FROM THE EXISTING REINF.

F O

U N

D A

T I O

N

S

E C

T I O

D

D E

T A

I L S

S O

L I C

I T

A T

I O

N

N

O

F I

M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D A

T E

F I

M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L O

T

S

C A

L E

P

L O

T

D

A T

E

C O

N T

R A

SHEET

IDENTIFICATION

SHEET OF

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

D E

S C

R I P

T I O

N M

A R

K A

P P

R

D A

T E

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

New York District

A

M

P

E

R D

L

R e P r o c u r e m e n t C o n D o c s C

A D

S h e e t s S t r u c t u r a l R

P P

A S d w g P

E

R D

L

R e P r o c u r e m e n t C o n D o c s C

A D

S h e e t s S t r u c t u r a l R

P P

A S d w g

J U

R P

P A

S d w g

E X

P L

O S

I V

A

D I N

G

F

A C

I L

I T

Y

D O

V E

R

N

R S

E Y

P I C

A T

I N

S

E N

A L

20042

N E

W

Y

O R

K

D

I S

T R

I C

T

N E

W

Y

O R

K

N

R

K

S-301

X X

X X

X X

X X

X

D

S D

X X

X X

X X

J W

H I T

E

B K

R C

A D

M A

S O

N

G E

R

X

D E

S I G

N

B

A C

K C

H E

C K

4'3'2'1'06"1'

GRAPHIC SCALE:

"=1'-0"

A

Scale: 3/4" = 1'-0"

SECTION

B

Scale: 3/4" = 1'-0"

SECTION

Scale: 3/4" = 1'-0"

DETAIL

C

Scale: 3/4" = 1'-0"

SECTION

Scale: 3/4" = 1'-0"

STAIR ON GRADE

Scale: 3/4" = 1'-0"

ELEVATION

D

Scale: 3/4" = 1'-0"

SECTION

R E

V I S

I O

N

R

E V

I S

E

D

E T

A I L

S

R E

V I S

I O

N