W9128A-19-R-0014_Drawings_-_Package_2_(Part_5_of_14).pdf

PDF 10 MB Posted Jul 22, 2019

Attached to: Quad A, Building 131 and Central Utility Plant (CUP), and Buildings 130 and 132, Schofield Barracks, Hawaii
Solicitation number: W9128A-19-R-0014
Issued by: Department of the Army Corps of Engineers Engineering District Honolulu

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W9128A-19-R-0014 Drawings - Package 2 (Part 5 of 14)

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File	Type	Posted
W9128A-19-R-0014_-_Section_00_22_16,_Attachment_A.docx	DOCX document	Aug 21, 2019
W9128A-19-R-0014_Am-0007_Drawings_-_Package_1.pdf	PDF	Aug 15, 2019
W9128A-19-R-0014_Am-0007_Drawings_-_Package_2.pdf	PDF	Aug 15, 2019
W9128A-19-R-0014_Am-0007_Specifications_-_Package_1.pdf	PDF	Aug 15, 2019
W9128A-19-R-0014_Am-0007.pdf	PDF	Aug 15, 2019
W9128A-19-R-0014_Am-0006.pdf	PDF	Aug 13, 2019
W9128A-19-R-0014_Am-0006_Drawings_-_Package_1.pdf	PDF	Aug 13, 2019
W9128A-19-R-0014_Am-0006_Drawings_-_Package_2.pdf	PDF	Aug 13, 2019
W9128A-19-R-0014_Am-0005.pdf	PDF	Aug 9, 2019
W9128A-19-R-0014_Am-0004_Specifications_-_Package_1.pdf	PDF	Aug 9, 2019
W9128A-19-R-0014_Am-0004_Drawings_-_Package_2.pdf	PDF	Aug 9, 2019
W9128A-19-R-0014_Am-0004.pdf	PDF	Aug 9, 2019
W9128A-19-R-0014_Am-0004_Drawings_-_Package_1.pdf	PDF	Aug 9, 2019
W9128A-19-R-0014_Am-0003.pdf	PDF	Aug 6, 2019
W9128A-19-R-0014_Am-0002.pdf	PDF	Aug 5, 2019
W9128A-19-R-0014_Am-0001_Specifications_-_Package_1.pdf	PDF	Aug 2, 2019
W9128A-19-R-0014_Am-0001_Drawings_-_Package_2_(Part_1_of_2).pdf	PDF	Aug 2, 2019
W9128A-19-R-0014_Am-0001_Specifications_-_Package_2.pdf	PDF	Aug 2, 2019
W9128A-19-R-0014_Am-0001_Drawings_-_Package_2_(Part_2_of_2).pdf	PDF	Aug 2, 2019
W9128A-19-R-0014_Am-0001.pdf	PDF	Aug 2, 2019
W9128A-19-R-0014_Am-0001_Drawings_-_Package_1.pdf	PDF	Aug 2, 2019
W9128A-19-R-0014_Request_for_Proposal.pdf	PDF	Jul 30, 2019
W9128A-19-R-0014_Drawings_-_Package_1_(Part_11_of_11).pdf	PDF	Jul 22, 2019
W9128A-19-R-0014_Drawings_-_Package_2_(Part_6_of_14).pdf	PDF	Jul 22, 2019
W9128A-19-R-0014_Drawings_-_Package_1_(Part_1_of_11).pdf	PDF	Jul 22, 2019
W9128A-19-R-0014_Drawings_-_Package_1_(Part_5_of_11).pdf	PDF	Jul 22, 2019
W9128A-19-R-0014_Drawings_-_Package_2_(Part_13_of_14).pdf	PDF	Jul 22, 2019
W9128A-19-R-0014_Drawings_-_Package_2_(Part_11_of_14).pdf	PDF	Jul 22, 2019
W9128A-19-R-0014_Specifications_-_Package_1_(Part_3_of_3).pdf	PDF	Jul 22, 2019
W9128A-19-R-0014_Specifications_-_Package_2_(Part_3_of_3).pdf	PDF	Jul 22, 2019
W9128A-19-R-0014_Drawings_-_Package_1_(Part_7_of_11).pdf	PDF	Jul 22, 2019
W9128A-19-R-0014_Drawings_-_Package_2_(Part_12_of_14).pdf	PDF	Jul 22, 2019
W9128A-19-R-0014_Drawings_-_Package_2_(Part_9_of_14).pdf	PDF	Jul 22, 2019
W9128A-19-R-0014_Drawings_-_Package_2_(Part_3_of_14).pdf	PDF	Jul 22, 2019
W9128A-19-R-0014_Drawings_-_Package_2_(Part_4_of_14).pdf	PDF	Jul 22, 2019
W9128A-19-R-0014_Drawings_-_Package_2_(Part_10_of_14).pdf	PDF	Jul 22, 2019
W9128A-19-R-0014_Drawings_-_Package_1_(Part_2_of_11).pdf	PDF	Jul 22, 2019
W9128A-19-R-0014_Drawings_-_Package_1_(Part_10_of_11).pdf	PDF	Jul 22, 2019
W9128A-19-R-0014_Specifications_-_Package_1_(Part_2_of_3).pdf	PDF	Jul 22, 2019
W9128A-19-R-0014_Drawings_-_Package_2_(Part_2_of_14).pdf	PDF	Jul 22, 2019
W9128A-19-R-0014_Drawings_-_Package_1_(Part_8_of_11).pdf	PDF	Jul 22, 2019
W9128A-19-R-0014_Specifications_-_Package_2_(Part_2_of_3).pdf	PDF	Jul 22, 2019
W9128A-19-R-0014_Drawings_-_Package_2_(Part_7_of_14).pdf	PDF	Jul 22, 2019
W9128A-19-R-0014_Drawings_-_Package_2_(Part_14_of_14).pdf	PDF	Jul 22, 2019
W9128A-19-R-0014_Drawings_-_Package_1_(Part_6_of_11).pdf	PDF	Jul 22, 2019
W9128A-19-R-0014_Drawings_-_Package_1_(Part_3_of_11).pdf	PDF	Jul 22, 2019
W9128A-19-R-0014_Specifications_-_Package_1_(Part_1_of_3).pdf	PDF	Jul 22, 2019
W9128A-19-R-0014_Drawings_-_Package_1_(Part_9_of_11).pdf	PDF	Jul 22, 2019
W9128A-19-R-0014_Drawings_-_Package_2_(Part_1_of_14).pdf	PDF	Jul 22, 2019
W9128A-19-R-0014_Drawings_-_Package_1_(Part_4_of_11).pdf	PDF	Jul 22, 2019

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S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

H O

L D B

A R

R A

C K

O A

H U

H A

W A

F Y Q

U A

D A R

E P

L D

G S

N D

N O

L U

H I

H O

N O

L U

L U E

N G

E E

R D

T R

R E

N A

L E

N G

E E

G C

E N

T E

H O

N O

L U

L U D

T R

F T S

H A

F T

E R

H A

W A

E N

A M

9:37:46 AM7/16/2019

c:\pw-work\poh-1\j3ec9pmk\d0244228\18sb04-130_A-402.dgn

J U

N E

RTA

8'-0"

SHEET KEYNOTES

GENERAL SHEET NOTES

A L

ALIGN

CLR

C L

R C

L R

CLRCLR

ABA

CLR CLR

C L

R C

L R

EXST

C P

T R

F T

ALIGN STUD

W/ MASONRY

SLSL

SL SL

ABA

A L

1'-6"

C L

1'-6"

CLR

F1 FLOOR SHALL SLOPE TO DRAIN, SEE DET A9/A-507

F3 BENCH, SEE DETAIL E5/A-504

F7 FINISH FLOOR MATERIAL PATTERN DIRECTION

D1 ALIGN FACE OF GWB WITH FACE OF CONC OR MASONRY

P1 PLUMBING FIXTURE: LAVATORY, WATER CLOSET, URINAL,

OR MOP SINK; SEE SPECIFICATION 22 00 00 PLUMBING

P2 ELECTRIC WATER COOLERS; SEE SEE SPECIFICATION 22

00 00 PLUMBING

T1 WOMEN TOILET ACCESSORIES (TYP): TTD, SND, TSCD

T2 MEN TOILET STALL ACCESSORIES (TYP): TTD, TSCD

T3 PAPER TOWEL DISPENSER (CFCI); WASTE RECEPTACLE

(CFCI)

M5 CORNER GUARD; SEE DET E7/A-504

M6 LOCKERS; SEE SPECIFICATION 10 51 13

M7 UNDER-LAVATORY GUARD

W1 TILE WAINSCOT CAP, SEE DET B7/A-507

W2 TILE CORNER, SEE DET B9/A-507

W3 ACCESS PANEL, SEE DET G7/A-504, SEE SPECIFICATION

08 31 00 FOR MATERIAL

FLOOR PLAN

1/4"=1'-0"

FLOOR PLAN

1/4"=1'-0"

CEILING PLAN

1/4"=1'-0"

CEILING PLAN

1/4"=1'-0"

F5/A-403

F1/A-404 E1/A-404

A6/A-403

1.SEE SHEET A-001 FOR GENERAL NOTES.

2.SEE SHEET A-101 AND A-105 FOR FLOOR AND CEILING PLAN

SHEET LEGEND, RESPECTIVELY

3.SEE SHEET AF601 FOR INTERIOR FINISH SCHEDULE AND

LEGEND

4.SEE SHEET A-406 FOR TOILET ACCESSORY SCHEDULE AND

MOUNTING HEIGHTS

5.SEE SHEET A-406 FOR TOILET FIXTURE AND ACCESSORY

MOUNTING HEIGHTS.

6.SEE SHEET A-502 FOR PARTITION TYPES

A-504 A7

9'-0" 1'-0" 10'-9"

6'-8"

5'-2 1/2 "

5'-2"

2'-0"3'-4"6'-0"

7 5/8 "

20'-9"

3'-1"3'-1"

5'-6"

5'-0"3'-0"3'-0"

5'-0"

E Q

3'-11"

5'-2 1/2 "

3 5/8 "

3'-2"

3 5/8 "

3'-2"

3 5/8 "

4'-4"

17'-1"

2'-0"

1'-3"2'-6"1'-3"

4'-6"

A-504 A7

1'-5" 2'-6" 1'-3"2

4'-3" 4'-7"

1'-5" T3M5

A-504 A7

3'-3"

S13

T2T2P1 P1

1'-4"

5'-1" 5'-1" S8

"T1 T1 P1T1

P1T2

D1/A-403

E1/A-403

24'-0"

S8W

F1F1

1'-7"

S8W

S17

F1/A-403

B1/A-403

S19

S16

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

3'-1"3'-1"

S14

A-502 C4/D2

S12S12

S8 S8

F7 A1/A-403

B7/A-403

E7/A-404

P T

N A

L V

A L

U E s b -1

A -4

.d g n

A-402

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

0 4' 8'2'

KEY

ELEV

INT

PLAN

NORTH

J P

A K

K A I

J P

A K

A N

D C

G P

L A

E N

L A

R G

E D R

E S

T R

O O

M F

L O

O R P

L A

BLDG 130

2 2

JAN

WOMEN

MEN

JAN

MEN

WOMEN

SHWR

WOMEN

SHWR

MEN

CMD TOILET

CORR

MEN

WOMEN

SHWR

WOMEN

MEN

WOMEN

SHWR

MEN

CMD TOILET

GENERAL SHEET NOTES

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

H O

L D B

A R

R A

C K

O A

H U

H A

W A

F Y Q

U A

D A R

E P

L D

G S

N D

N O

L U

H I

H O

N O

L U

L U E

N G

E E

R D

T R

R E

N A

L E

N G

E E

G C

E N

T E

H O

N O

L U

L U D

T R

F T S

H A

F T

E R

H A

E N

A M

9:37:48 AM7/16/2019

c:\pw-work\poh-1\j3ec9pmk\d0244228\18sb04-130_A-403.dgn

J U

N E

RTA

PT1

TP1

PTN

CT1

TILE

B C D

PTD

LAV

WOMEN 116

1/4"=1'-0"

CT1

TILE

PT1

WR GWB

LAV LAV

WC WC

PARTITION IN

FOREGROUND

WOMEN SHOWER 115

1/4"=1'-0"

MEN 117

1/4"=1'-0"

BA BENCH DC

CT1

LOCKERS

TILE TILE

CT1

SHWR

HEAD

SCR

SCSH

SHWR

CTRLS

CA BENCH

CT1

LOCKERS

TILE

B D

SHWR

HEAD

SHWR

CTRLS

SCR

CT1

TILE

MEN SHOWER 118

1/4"=1'-0"

PT1

WR GWB

CMU

A B C D

PTD

LAV

CT1

TILE

PT1

WR GWB

LAVLAV

WCWC WC

LAV LAV

PTD

TP1

PTN

CT1

TILE

PT1

CMU

PARTITION IN

FOREGROUNDPTD

GB1

SND

TTD WR

PTD

B C

WC LAV

TSCD

GB2

PT1

WR GWB

CMD TOILET 167

1/4"=1'-0"

CT1

TILE

SHWR

HEAD

SHWR

CTRLS

PT1

WR GWB

FSS

ABA

FSS

SCR

PT1

WR GWB

RB1

JAN 174

1/4"=1'-0"

TILE

CT1

TYP

SCR

PT1

WR GWB

RB1

CT1

TILE

TTD

TSCD

CT1

TILE

TSCD

TTD

TP2

TSCD

W1 W1

PTD PTD

W2 W2

SCR

SHWR

HEAD

TILE

CT1

FSS

O U

R S

E S

T Y

O U

R S

E S

T Y

O U

R S

E S

T Y

TYP

JAN 114 (B132 209/309 SIM)

1/4"=1'-0"

EQ. EQ.LOCKER PNL

EQ EQ

FULL

EQ EQ

CT4

ELECTRIC

WATER

COOLER

TILE

RB1

BASE AS

SCHED

CORR 113

1/4"=1'-0"

PT1

GWB

EQ EQ

EQEQ

TYP TYP

TYP

1.SEE SHEET A-402 FOR GENERAL SHEET NOTES AND SHEET

KEYNOTES.

P T

N A

L V

A L

U E s b -1

A -4

A-403

BLDG 130

J P

A K

K A I

J P

A K

R E

S T

R O

O M I

N T

E R

R E

L E

V A

N S

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

0 4' 8'2'

SHEET KEYNOTES

K1 BASE AND WALL MILLWORK

A1 REFRIGERATOR (GFCI)

P1 SS SINK , FIXTURE, AND GARBAGE DISPOSAL (CFCI)

M2 MECHANICAL DUCT, SEE MECHANICAL DWGS

L1 SS FOLDING TABLE (CFCI)

L2 SS GARMENT RACK (CFCI)

W4 TILE TUB JOINT AT MASONRY WALL, SEE DET D7/A-507

W5 TILE WALL FIN EDGE, SEE DET D9/A-507

W6 ALIGH FACE OF CONC WITH FACE OF EXST MASONRY

T1 TR CABLE LADDER, SEE TELECOMMUNICATIONS DWGS

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

H O

L D B

A R

R A

C K

O A

H U

H A

W A

F Y Q

U A

D A R

E P

L D

G S

N D

N O

L U

H I

H O

N O

L U

L U E

N G

E E

R D

T R

R E

N A

L E

N G

E E

G C

E N

T E

H O

N O

L U

L U D

T R

F T S

H A

F T

E R

H A

E N

A M

9:37:49 AM7/16/2019

c:\pw-work\poh-1\j3ec9pmk\d0244228\18sb04-130_A-404.dgn

J U

N E

RTA

A A2

LAV

CT1

TILE

A C

LAVLAV

WC WC WC

TP1

PTN

CT1

TILE

PT1

PARTITION IN

FOREGROUND

PTD

WRB

LAV

LAVLAV

MG PTD

PT1

CMU PT1

CMUWR GWB

PT1

WR GWB

CT1

TILE

WOMEN 172

1/4"=1'-0"

WCWC

CT1

TILE

PT1

WR GWB

CT1

TILE

PT1

WR GWB

TP1

PTN

MEN 173

1/4"=1'-0"

PARTITION IN

FOREGROUND

BATH U107 (U108 SIM)

1/4"=1'-0"

CLOSET B U107 (U108 SIM)

1/4"=1'-0"

BEDROOM B U107 (U108 SIM)

1/4"=1'-0"

LAUNDRY 136

1/4"=1'-0"

5'-2"

TSCD

TTD

DRYER

(GFGI)

TSCD

ABA

W1W1

W2W2

WC TUBTUB

TPH B C

CT1

TILE

PT1

WR GWB

SCRC

CT3

TUB

SHWR

HEAD

PT1

WR GWB

MECH

CT1

TILE

1'-6"

ACCESS

PNL DET

G7/A-504

BULLNOSE

TRIM BASE

3"x12"

BULLNOSE

TRIM BASE

3"x12"

CT3

SHWR

NICHE

DET

A5/A-507

WALL

TRIM

EQ EQ

EQEQ

IR GWB

PT1

RB1

BASE AS

SCHED

MIRROR

GLASS

(16"x70") W/

SS FRAME

C D

PT1

IR GWB

CLOSET

SHELF

A-506

IR GWB

PT1

RB1

BASE AS

SCHED

ROBE

HOOK at

60" AFF

JOINT

O U

R S

E S

T Y

O U

R S

E S

T Y

" RB1

BASE AS

SCHED

IR GWB

PT1

MAIL ACCESS 134C

1/4"=1'-0"

RB1

BASE AS

SCHED

IR GWB

PT1

CMU

A-504 A-504

E9 A9

EQ EQ

SHWR

CTRLS

CNTR

FIXT

FULL

ELECTRIC

WATER

COOLER

RB1

BASE AS

SCHED

CORR 150

1/4"=1'-0"

CT4

TILE

PT1

GWB

EQEQ

1.SEE SHEET A-402 FOR GENERAL SHEET NOTES AND SHEET

KEYNOTES.

UNIT CHASE

1/4"=1'-0"

S20

C1C1 S5

S20

3" 6"6"

1'-2"6"

6"6" 4"

S20

A1 M2

A7 CHASE at EF/TR (FLR 1-3) 1/4"=1'-0"

A L

F O

1'-3"

6" 4"

P T

N A

L V

A L

U E s b -1

A -4

A-404

A K

K A I

J P

A K

E R

R E

L E

V A

N S

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

0 4' 8'2'

STAIR

S04

STAIR

S05

UNIT

SHEET KEYNOTES

K1 BASE AND WALL MILLWORK

A1 REFRIGERATOR (GFGI)

A2 RANGE (GFGI)

A3 RANGE HOOD (CFCI) ABOVE

A4 MICROWAVE (CFCI) ABOVE

F7 FINISH FLOOR MATERIAL PATTERN DIRECTION

P1 SS SINK, FIXTURE, AND GARBAGE DISPOSAL (CFCI)

P2 VANITY AND FIXTURE

P3 WATER CLOSET

P4 TUB

P5 WALL ACCESS PANEL, SEE DET G7/A-504

V1 VANITY AREA, SEE DETAIL A5/A-506: MEDICINE CABINET,

SOAP DISH, TOOTHBRUSH/TUMBLER HOLDER, TOWEL

RING

L1 ELECTRIC LOAD CENTER, SEE ELECTRICAL DWGS

U1 CLOSET SHELF AND ROD ABOVE

M1 FAN COIL UNIT, SEE MECHANICAL DWGS

M2 MECHANICAL SUPPLY AND DUCT, SEE MECHANICAL DWGS

M5 CORNER GUARD, SEE DET E7/A-504

S1 UNIT ROOM SIGNAGE 'A' AND 'B'

C1 EXST EXPOSED CONCRETE (NEW GWB AT THIRD FLOOR

ONLY)

SEE GENERAL SHEET NOTES ON CEILING PLANS FOR EXST

EXPOSED CONCRETE CEILING PREPARATION RQMTS

C2 GYPSUM BOARD CEILING OR SOFFIT

C3 SOFFIT ABOVE

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

H O

L D B

A R

R A

C K

O A

H U

H A

W A

F Y Q

U A

D A R

E P

L D

G S

N D

N O

L U

H I

H O

N O

L U

L U E

N G

E E

R D

T R

R E

N A

L E

N G

E E

G C

E N

T E

H O

N O

L U

L U D

T R

F T S

H A

F T

E R

H A

E N

A M

9:37:51 AM7/16/2019

c:\pw-work\poh-1\j3ec9pmk\d0244228\18sb04-130_A-405.dgn

J U

N E

RTA

C2 C2

C1 C1

C1C2

7'-2"

A1E

A-505

A1D

A-505

A1C

A-505

A1B

A-505

A1A

A-505

A1B

A-505

A1A

A-505

A1E

A-505

A1D

A-505

A1C

A-505

A1B

A-505

A1B

A-505

7'-2"

1.SEE SHEET A-001 FOR GENERAL NOTES.

2.SEE SHEET A-101 AND A-104 FOR FLOOR AND CEILING PLAN

SHEET LEGEND, RESPECTIVELY

3.SEE SHEET AF601 FOR ROOM FINISH SCHEDULE AND

LEGEND

4.SEE SHEET A-404 FOR UNIT INTERIOR ELEVATIONS

5.SEE SHEET A-502 FOR PARTITION TYPES

6.FIXTURES AND ACCESSORIES ARE SHOWN IN PLAN OR

ELEVATION AND APPLY TO SIMILAR ROOMS (MIRRORED

CONDITIONS) THAT ARE NOT OTHERWISE NOTED.

7.PROVIDE CONCEALED SOLID BLOCKING FOR ALL WALL

MOUNTED ACCESSORIES. SEE DET G9/A-504

A1A

A-505

A1A

A-505

SIM

1'-5"

3'-8"

1'-5"

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

2'-1 3/4 "

2'-1"

2'-9 3/4 "

3'-11"

CEILING PLAN - TYPICAL UNIT

1/4"=1'-0"

FLOOR PLAN - TYPICAL UNIT

1/4"=1'-0"

5'-4"

2'-1 5/8 "1'-6"

5'-7"

1'-7" 5'-4"

5'-7"

5'-7" 5'-7"3"

3" 3"

34'-0"

4'-0" 4'-0"4'-0"4'-0"

34'-0"

4'-0"4'-0" 4'-0"4'-0"

6 6

3'-10"

U4 U4

S3 S1 S3

S3S3 S3S3

A7/A-506

F1/A-404

C3 C3

S2 S2

S15

S19

A2 A3

S3 S3C3

3" 3"

11 3/4 "

3" 3"

3"3"

F1/A-404

5 5/8 "

1'-8"

5 5/8 "

1'-0"

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

6" 12"

5 5/8 "

5 5/8 " 1'-8" 6" 4"

12" 5 5/8 "

C13

S2 S2

S2S2

S20

M5 M5

P2 V1

S20

U1 U1

C3 C3

C O

N C R

O C

O N

C R

S4 S5

F4/A-404

A4/A-404 A4/A-404

A1/A-404 A1/A-404

A1/A-404A1/A-404

B1/A-404

P T

N A

L V

A L

U E s b -1

A -4

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

0 4' 8'2'

KEY

ELEV

INT

PLAN

NORTH

A-405

E N

L A

R G

E D U

L O

O R P

L A

A N

D C

G P

L A

J P

A K

K A I

J P

A K

K A I

BLDG 130

GRID GRID

GRID

GRID GRID

GRID

BATH

U108

LIVING

U108

LIVING

U107

KITCHEN

U107

KITCHEN

U108

CLO B

U108

CLO A

U108

CLO A

U107

CLO B

U107

BATH

U107

BEDROOM A

U107

BEDROOM B

U107

BEDROOM B

U108

BEDROOM A

U108

KITCHEN

U107

LIVING

U107

KITCHEN

U108

LIVING

U108

CORR

BEDROOM A

U107

BEDROOM B

U107

CLO B

U107

CLO A

U107

BEDROOM B

U108

BEDROOM A

U108

BATH

U108

BATH

U107

CLO A

U108

CLO B

U108

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

H O

L D B

A R

R A

C K

O A

H U

H A

W A

F Y Q

U A

D A R

E P

L D

G S

N D

N O

L U

H I

H O

N O

L U

L U E

N G

E E

R D

T R

R E

N A

L E

N G

E E

G C

E N

T E

H O

N O

L U

L U D

T R

F T S

H A

F T

E R

H A

E N

A M

9:37:52 AM7/16/2019

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RTA

MIN

2'-0"

MIN

1'-0"

1'-6"

MAX

1'-0"

M A

ACCESSIBLE

WATER CLOSET

ACCESSIBLE

WATER CLOSET

TYPICAL

LAVATORY

ELEC WATER

COOLER

SHOWER

CONTROLS

PAPER TOWEL DISPENSER

& WASTE RECEPTACLE

TYPICAL WATER CLOSET TYPICAL WATER CLOSET

BOTTLE

FILLING

STATION

C L

BOTTOM OF

REFLECTIVE

EDGE

SHOWER HEAD

SHOWER CONTROLS

SOAP HOLDER

UTILITY SHELF WITH

MOP/BROOM HOLDERS

HEIGHT TO

DISPENSER

HANDLE

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

2' 4'0 1'

GB-2

TSCD

GB-1

TTD

SND

PTD

SHOWER

HEAD

TOWEL PIN

A1 1/2"=1'-0"

TYPICAL FIXTURE AND ACCESSORY MOUNTING HEIGHTS

2'-0"

3'-0"

M A

2'-3" MAX HANDHELD SHOWER

WITH 60" HOSE AND 30"

SLIDE BAR

SHOWER

CONTROLS

AREA

STANDARD ROLL-IN SHOWER

SIDE WALL

STANDARD ROLL-IN SHOWER

BACK WALL

C L

SCR

GB3

FSS

PLUMBING SUPPLY LINE

CENTER WITH SHOWER

CONTROLS BELOW

GB3

END OF

WALL

BEYOND

T O F

L R

/8 S

P O

U T H

T O F

L R

/8 S

P O

U T H

M A

C L

URINALACCESSIBLE

URINAL

EQ EQ

TP2

PER PLAN

C L

TP1

(PER

PLAN)

5'-1"

CLEAR STILE

CEILING

TP1

D O

O R

2'-1"

SND

TSCD

(PER

PLAN)

TTD

PTD

SCR

SND

GB-1

TTD

TP1

GB-2

TSCD

SHOWER CURTAIN, VINYL

PAPER TOWEL DISPENSER, SURFACE MOUNTED

SOAP HOLDER

SANITARY NAPKIN DISPOSAL

TOWEL PIN, DOUBLE HOOK, CONCEALED MOUNTING

TOILET ENCLOSURE, SEE SHT AF601

TOILET TISSUE DISPENSER, SURFACE MOUNTED

SOAP DISPENSER, LAVATORY MOUNTED

TOILET SEAT COVER DISPENSER, SURFACE MOUNTED

WASTE RECEPTACLE, SURFACED MOUNTED

TOILET ACCESSORY SCHEDULE

CODE DESCRIPTION

1-1/2" OD GRAB BAR, 42" L, CONCEALED MOUNTING

1-1/2" OD GRAB BAR, 36" L, CONCEALED MOUNTING

GENERAL SHEET NOTES

ALIGN

GB-3

FSS

1-1/2" OD GRAB BAR, 24" X 36", CONCEALED MOUNTING

FOLDING SHOWER SEAT, SOLID PHENOLIC

TP2

1. PROVIDE CONCEALED BLOCKING IN PARTITION TYPES TO

ENABLE ANCHORING OF ALL WALL MOUNTED TOILET

ACCESSORIES, SEE DET G9/A-504

2. PROVIDE CONCEALED BLOCKING IN SUSPENDED CEILING

TO ENABLE ANCHORING OF TOILET, SHOWER, AND ENTRY

SCREEN PARTITIONS. STABILIZE PARTITION ASSEMBLY

3. SEE SPECIFICATION 10 28 13 TOILET ACCESSORIES FOR

DETAILED ACCESSORY DESCRIPTION

URINAL SCREEN, SIZE: 18" x 42", SEE SHT AF601

SHOWER CURTAIN ROD, HEAVY DUTY, SS, 84" AFF

SS UTILITY SHELF W/ MOP/BROOM HOLDERS &

HOOKS, 8" X 34" W., SURFACE MOUNTED

MIRROR GLASS (18" X 30"), WITH SS FRAME

A L

P T

N A

L V

A L

U E s b -1

A -4

A-406

U N

G H

H T S

T Y

A L F

T U

R E A

N D A

C C

E S

S O

R Y

BLDG 130

J P

A K

K A I

K A I, G T

O Y

A M

J P

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

H O

L D B

A R

R A

C K

O A

H U

H A

W A

F Y Q

U A

D A R

E P

L D

G S

N D

N O

L U

H I

H O

N O

L U

L U E

N G

E E

R D

T R

R E

N A

L E

N G

E E

G C

E N

T E

H O

N O

L U

L U D

T R

F T S

H A

F T

E R

H A

E N

A M

9:37:54 AM7/16/2019

c:\pw-work\poh-1\j3ec9pmk\d0244228\18sb04-130_A-501.dgn

J U

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RTA

GUTTEREXPANSION

CAP

GUTTER

GUTTER LAP

DETAIL

SL DN

ISOMETRIC

SECTION A-A

NTS

HALF FULL SIZE3"=1'-0"

3 1/4"

13/16" 13/16"

5/8"

4 1/2 "

2 1/2 "

FACE OF EIFS

OR EFS

DASHED LINE

INDICATES

HORIZ EIFS

BAND WHERE

OCCURS

WALL OR

COLUMN

3/16" DIA SS

HEX BOLT &

NUT W/ LOCK

WASHER

LEAD EXP

SHIELD

( PROVIDE

SPACER

SLEEVE AT

INSULATION)

3 1/2 "

C OF VENTL

EQ EQ

BASE SECURED

W/ SELF

TAPPING

GASKET

SCREWS SET

IN SEALANT

EPDM

RUBBER

VENT THRU

ROOF (SEE

MECH DWGS

FOR SIZE)

MET ROOF

PANEL

CENTER VENT

BETWEEN

STANDING

SEAMS

GUTTER

ENDS

1/8" THK X

1 1/2" WIDE

SS WALL

BRACKET

PRE-FINISHED

MET GUTTER

EXST EIFS

PAINT VENT TO

MATCH MET

ROOF PANEL

COLOR

1/2" SS WIRE

MESH CAP

ANCHORED

W/ SS BAND

CLAMP

DASHED LINE

REMOVE EXST

GUTTER STRAP

EXST ROOF

SYSTEM

DOWNSPOUT

DET C9/A-501

16GA x 1 1/2"W

PRE-FINISHED

MET STRAP

OVER DS

NOTE:

GUTTER EXPANSION JOINT / HIGH POINT

LOCATIONS SHOWN ON SHEET A-201.

DRAIN

SL TO

DRAIN

SL TO

1/4" DIA X

2 1/2" LONG

SS LAG BOLT

W/ WASHER

EXST VENT

PENETRATION

VERIFY

CRIMP SHT

MET FLASH

OVER EXST

STANDING

SEAM

DOUBLE ROW

HIGH PERF

ROOFING

SEALANT

SHEET METAL

COVER FINISH

TO MATCH

SSSR

EXST SSSR

STANDING

SEAM

SEALANT

ALONG

LEADING EDGE

OF COVER

1/8" THK x 1"

WIDE MET

BRACKET AT

30" OC

1/8" THK x 1"

WIDE MET

GUTTER STRAP

AT 30" OC

COPPER WIRE

STRAINER

METAL ANGLE

1" x 1" x 3/16"

1"1"

0 2" 4" 0 2" 4"

0 2" 4"

SEE SHT A-103 AND A-108 FOR LOCATIONS

DIRECTION OF

ROOF SLOPE

S L

GUTTER EXP JT DET

SCALE AS NOTED

GUTTER DETAIL

3"=1'-0"

VENT THRU ROOF DET

NTS

DOWNSPOUT DET

3"=1'-0"

ROOF PANEL COVER

3"=1'-0"

2"8"2"

1'-0" S

L /2

CONC SPLASH BLOCK

NTS PROVIDE SPLASH BLOCK AT ALL DOWNSPOUTS

3"6"3"

1 1/2 "

(4" THK SIDES)

CONCRETE

PRECAST

EXST TRASH ENCL

BLDG

SIZE

W L HENCL

PT4

WxL

130 3

10'-8" 17'-4" 8'-0"130 4

17'-4" 25'-4" 8'-0"

132 5 10'-8" 17'-4" 8'-0"

130 3

10'-8" 17'-4" 8'-0"130 4

17'-4" 25'-4" 8'-0"

132 5 10'-8" 17'-4" 8'-0"

EXISTING SITE ENCLOSURES

NTS

FORREST

BROWN (3'-0"

OR NEAREST

COURSE JT)

NOTES:

1.SEE CIVIL SHT CS101 FOR EXST SITE ENCL LOCATIONS

2.PROVIDE NEW EXTERIOR PAINT COATING FOR ALL EXST SITE ENCLOSURES

3.NEW PAINT COATING SHALL BE APPLIED TO ALL EXST SURFACES

4.SEE SHEET A-201 EXTERIOR COLOR LEGEND FOR FINISH CODE DESCRIPTION

5.PROVIDE CONTINUOUS HORIZONTAL WALL MOUNTED GUARD AT INTERIOR OF

ENCLOSURE. MOUNTING HEIGHT SHALL ALIGN WITH CONTAINER PROTRUSION

P T

N A

L V

A L

U E s b -1

A -5

A-501

K A I

R O

O F A

N D M

E L L

A N

E O

T A

B130 / B132

B2 T1B2T1

T1B2

P1P1

D1 B3

P1P1

P6 P6

R4 R1

P2P5A P5B

P5 P5

P5A

T1B2

W1 W1

T1B2

G3G2G3 OR

PER FIN

SCHED

PER FIN

SCHED

CT2

FULL

HGT

S4S17

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

H O

L D B

A R

R A

C K

O A

H U

H A

W A

F Y Q

U A

D A R

E P

L D

G S

N D

N O

L U

H I

H O

N O

L U

L U E

N G

E E

R D

T R

R E

N A

L E

N G

E E

G C

E N

T E

H O

N O

L U

L U D

T R

F T S

H A

F T

E R

H A

E N

A M

9:37:57 AM7/16/2019

c:\pw-work\poh-1\j3ec9pmk\d0244228\18sb04-130_A-502.dgn

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GENERAL SHEET NOTES

SHEET KEYNOTES

S7 G2

TYP (UON)

4" TYP (UON)

S14

S13

CT1

S15

CT2

CT1

CT2

CT1

S12 G4

CT2

S16 G3

CT2

7" TYP (UON)

S17

PTN DETAILS:

TOP: D2/A-502

BOT: A2/A-502

PTN DETAILS:

TOP: D2/A-502

BOT: A2/A-502

MIN STC 45

1-HR

UL NO. U419

MIN STC 45

PTN DETAILS:

TOP: D1/A-502

BOT: A1/A-502

: S7

S7W

: S7W

4" TYP (UON)

MIN STC 45

CT1

MIN STC 45

1-HR

UL NO. U419

PTN DETAILS:

TOP: D2/ - (SIM)

BOT: A2/ - (SIM)

PTN DETAILS:

TOP: F1, F2/ -

BOT: A1/A-502

PTN DETAILS:

TOP: F1, F2/ -

BOT: A1/A-502

PTN DETAILS:

TOP: F1, F2/ -

BOT: C1/A-502

PTN DETAILS:

TOP: F1, F2/ -

BOT: C2/A-502

PTN DETAILS:

BOT: C1/A-502

PTN DETAILS:

TOP: F1, F2/ -

BOT: C2/A-502

PTN DETAILS:

TOP: F1, F2/ -

BOT: C1/A-502

CT1CT3

CT3

S8W

CT2

: S8

: S8W

PTN DETAILS:

TOP: F1, F2/ -

BOT: A1/A-502

S19

PTN DETAILS:

TOP: F1, F2, F4/-

BOT: A1/A-502

PTN DETAILS:

TOP: D2, D4/ -

BOT: A2/A-502

PTN DETAILS:

TOP: F1, F2, F4/ -

BOT: C1/A-502

PTN DETAILS:

TOP: F1, F2, D4/-

BOT: A1/A-502

SEE

DISCIPLINE

DWGS FOR SIZE

SEE INTERIOR

FINISH SCHED

FOR FINISH

SEE INTERIOR

FINISH SCHED

FOR FINISH

S20

MIN STC 50

PTN DETAILS:

TOP: F1, F2, F4/-

BOT: A1/A-502

S21

: DOUBLE

S21W

SF : S21W

1-HR

UL NO. U415

PTN DETAILS:

TOP: D1/A-502

BOT: D1/- (SIM)

: S8WG3

PTN DETAILS:

TOP: F1, F2, F4/-

BOT: C1/A-502

S5W

S4 : S5W

PTN DETAILS:

TOP: F1, F2/ -

BOT: C2/A-502

SIM

E1 EXST OR NEW MASONRY OR CONC

G1 5/8-INCH GYPSUM WALL BD

G2 5/8-INCH TYPE 'X' IMPACT RESISTANT GYPSUM BD

G3 5/8-INCH TYPE 'X' WATER-RESISTANT GYPSUM BD

G4 5/8-INCH TYPE 'X' GLASS MAT WATER-RESISTANT GYPSUM

TILE BACKING BD

G5 1-INCH GYPSUM LINER PANEL

G6 5/8-INCH GLASS MAT EXTERIOR GYPSUM SHEATHING BD

S1 362S162-54 METAL STUD @ 16" OC

S2 362S125-43 METAL STUD @ 16" OC

S3 250S125-43 METAL STUD @ 16" OC

S4 600S125-43 METAL STUD @ 16" OC

S5 7/8" HAT CHNL - HORIZONTAL @ 16" OC

S6 2 1/2" C-H STUD 20GA @ 24" OC

A1 4" SOUND ATTENUATION BATT

A2 3" SOUND ATTENUATION BATT

SF 18 GA EXPANDED STEEL FABRIC

M1 CONCRETE MASONRY UNIT, SEE PLANS FOR SIZE

C1 CONCRETE WALL OR COLUMN

CT1 CERAMIC TILE - WAINSCOT

CT2 CERAMIC TILE - FULL HEIGHT; FLOOR TO CEILING

CT3 CERAMIC TILE TRIM DET B7/A-507

W1 EXTEND MEMBRANE 4" ABOVE WAINSCOT AT SHOWERS

ONLY

W2 REINF CONC CURB, SEE STRUCTURAL DRAWINGS

W3 EXTERIOR FINISH SYSTEM, (EFS-2)

B1 SEE INTERIOR FINISH SCHEDULE FOR BASE AND FLOOR

MATERIAL

B2 ACOUSTIC SEALANT: SET STUD TRACK IN TWO ROWS OF

CONT ACOUSTIC SEALANT

B3 ACOUSTIC SEALANT: CONTINUOUS ACOUSTIC SEALANT

BENEATH GYPSUM BOARD SHEATHING, BOTH SIDES

B4 CERAMIC TILE FINISH, WITH THINSET ON REINFORCE

MORTAR BED. SLOPE TO FLOOR DRAIN. TILE

INSTALLATION METHOD TCNA F215

T1 TOP AND BOTTOM TRACK SHALL MATCH THE SIZE AND

GAUGE OF THE CORRESPONDING PARTITION METAL STUD.

R1 EXST STEEL STANDING SEAM ROOF

R2 EXST ROOF PURLIN; VERIFY SPAN BETWEEN PURLINS

R3 R-30 FIBERGLASS FOIL-FACED THERMAL BATT INSULATION

WITH METAL RETAINING STRAPS

R4 SOUND ANTTENUATION BATT; FILL GAP BETWEEN ROOF

PANEL AND TOP OF BOX BEAM

P1 PARTITION AS SCHEDULE

P2 DOUBLE 362S162-54 METAL STUD

P3 362S162-54 METAL STUD AT 24 -INCHES OC

P4 MET STUD TOP TRACK FORMS BOX BEAM, CONNECTS

STUDS TOGETHER

P5 ANCHOR STUD BOX BEAM TO TOP OF PARTITION

P5A 14 GA METAL ANGLE; ANCHOR TO STUD BOX BEAM AND

TO PURLIN

P5B 14 GA METAL ANGLE; USE TO CONNECT PARALLEL AND

PERPENDICULAR BOX BEAMS TO EACH OTHER

P6 14 GA VERTICAL SLIDE CLIP AT EACH STUD

P7 ANCHOR STUD TO STRUCTURE AT TOP AND MID-POINT

P8 SUSPENDED CEILING AS SCHEDULED

D1 WALL & FLOOR TILE COND AT DEPRESSED SLAB, SEE DET

A7/A-507

PTN DETAILS:

TOP: F1, F2/ -

BOT: A1/A-502

1.SEE SHEET A-101, A-402, AND A-403 FOR LOCATIONS OF

PARTITION TYPES.

2. INSTALL 5/8" 'IMPACT RESISTANT' GWB, FROM FLOOR TO

8'-0" ABOVE FINISH FLOOR AT MAIN CIRCULATION AREAS:

SEE INTERIOR FINISH SCHEDULE.

3. INSTALL 5/8" GLASS MAT WATER RESISTANT GYPSUM TILE

BACKING BOARD ON ALL WALLS SCHEDULED TO RECEIVE

CERAMIC TILE FINISH. COORDINATE LOCATION OF

CERAMIC TILE WALL FINISH/ WAINSCOT WITH INTERIOR

FINISH SCHEDULE ON SHEET AF601. PROVIDE 5/8" 'WATER

RESISTANT' GWB ABOVE CERAMIC TILE WAINSCOT.

4.UNLESS OTHERWISE NOTED, PARTITION STUD GAUGE TO

BE DESIGNED TO AN L/240 DEFLECTION (FOR PARTITION

ASSEMBLY) AS REQUIRED BY CODE.

5.ON PARTITIONS TO RECEIVE TILE FINISH, PARTITION STUD

GAGE TO BE DESIGNED TO L/360 DEFLECTION OR LESS

(FOR PARTITION ASSEMBLY) AS RECOMMENDED BY T.C.A.

6.OFFSET ALL ELECTRICAL AND TELECOM J-BOXES LOCATED

ON OPPOSITE SIDES OF A PARTITION A MINIMUM OF 24" OC

AND EXTEND INSULATION IF PARTITION TYPE CONTAINS

INSULATION AROUND BOXES. ACOUSTIC SEAL ALL

ELECTRICAL AND DATA J-BOXES RECESSED IN PARTITIONS.

7. INSTALL GWB CONTROL JOINT ON CONTINUOUS

PARTITIONS IN EXCESS OF 30'-0" AT A MAXIMUM

INCREMENT OF 20'-0" OC. IF MULTIPLE CONTROL JOINTS

ARE REQUIRED, THEN EQUALLY SPACE JOINTS ALONG

ENTIRE PARTITION.

8.PROVIDE (2) POWDER ACTUATED FASTENERS (ALLOWABLE

SHEAR CAPACITY = 420 LBS/FASTENER MIN) THROUGH THE

CFS TRACK AT EACH STUD. INSTALL PER

MANUFACTURER'S REQUIREMENTS.

9.POWDER ACTUATED FASTENERS SHALL BE INSTALLED

AFTER CONC HAS CURED FOR 7 DAYS OR AFTER CONC HAS

REACHED A MIN COMPRESSIVE STRENGTH OF 2,000 PSI.

0 8"4"0 8"4"

A1 0 8"4"

EXST 4'-

0" O

0 8"4"

R3R2

BEYOND

R3 R2

0 8"4"

SEE PLAN

0 8"4"0 8"4"

PTN TERM at BOT 1 1/2"=1'-0"

A2 PTN TERM at BOT 1 1/2"=1'-0"

A4 PTN TERM at BOT 1 1/2"=1'-0"

C2 PTN TERM at BOT 1 1/2"=1'-0"

C1 PTN TERM at BOT 1 1/2"=1'-0"

D1 PTN ANCHOR at TOP 1 1/2"=1'-0"

D2 PTN ANCHOR at TOP 1 1/2"=1'-0"

CONCRETE COND

PTN ANCHOR at

1 1/2"=1'-0"

PERP TO PURLIN

PTN ANCHOR at TOP

1 1/2"=1'-0" F2

PARALLEL TO PURLIN

PTN ANCHOR at TOP

1 1/2"=1'-0" F4

CONCRETE COND

PTN ANCHOR at

1 1/2"=1'-0"

0 8"4"

PER PLAN

GUSSET

48" OC VERT

C4 PTN TERM at BOT 1 1/2"=1'-0"

BOTH

SIDES

P T

N A

L V

A L

U E s b -1

A -5

A-502

K A I

A N

S I-

P E

N T

B L

P L T

D R

B W a n d

G ra y s c a le

P e n .t b l p o h -n e ta p p \c a d \m is c \M

S -W

O R

K S

P A

C E \S ta n d a rd s \p lt c fg \P

D F -A

E C v .p lt c fg

S A

V E

D B

M O

D E

L N

A M

E c p w -w o rk \p o h -1 \j e c p m k \d

\1 s b -1

A -5

.d g n

P A

R T

N T

Y P

E S A

N D D

E T

S B

C H

U N

K A I

C H

U N

SHAFT

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

H O

L D B

A R

R A

C K

O A

H U

H A

W A

F Y Q

U A

D A R

E P

L D

G S

N D

N O

L U

H I

H O

N O

L U

L U E

N G

E E

R D

T R

R E

N A

L E

N G

E E

G C

E N

T E

H O

N O

L U

L U D

T R

F T S

H A

F T

E R

H A

E N

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9:38:00 AM7/16/2019

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EXST SOFFIT

FRAMING

ADD SOFFIT

FRAMING AS

NECESSARY

LINE OF EXST

SOFFIT FRMG

EXST 5/8" GYP

SHEATHING 5/8" GMGS

CMU OR CONC

EXST CMU

0 2" 4"

NEW

NEW INSUL TO

MATCH EXST

THICKNESS

N E

*NOTE

EXST INSUL

NEW

INSULATION TO

MATCH EXST

THICKNESS

EXST CONC

WHERE

OCCURS

E X

S T

REINF MESH

C O

N C

S O

N R

REINF MESH

*NOTE:

APPLY EFS FINISH COAT OVER NEW INSULATION AND EXISTING EFS

FINISH TO CONCEAL JOINTS AND PROVIDE FLUSH SURFACE. TAPER

EXST INSULATION EDGE TO FACILITATE FLUSH TRANSITION WITH NEW

EXST AND NEW INSULATION INTERSECTION SHALL NOT ALIGN WITH

EXST TRANSITION BETWEEN NEW AND EXST WALL MATERIAL

*NOTE:

APPLY EFS FINISH COAT OVER NEW INSULATION AND EXISTING EFS

FINISH TO CONCEAL JOINTS AND PROVIDE FLUSH SURFACE. TAPER

EXST INSULATION EDGE TO FACILITATE FLUSH TRANSITION WITH NEW

PROVIDE RIGID MET SUPPORT AT INTERSECTION OF EXST AND NEW

MATERIAL TO ENABLE FLUSH ALIGNMENT OF SUBSTRATE MATERIALS

AND EFS FINISH

HORIZ EFS TRANSITION DET

3"-1'-0"

VERT EFS TRANSITION DET

3"=1'-0"

362S125-33

MET STUD

@ 16" OC

FINISH FLOOR

& BASE

WASHER

BOX

SEALANT

WINDOW

FRAME

EIFS ON CMU

OR CONC

GLAZING IR GYP BD

BEYOND

1/2 "

WASHER /

DRYER

SILL ROH 1/8" R EDGES

IMPACT

RESISTANT

TYPE X GYP BD

SOLID SURFACE

(SS1)

0 8"4"

TYP WASHER/DRYER CHASE

1 1/2"=1'-0"

1/2 "

LAVATORY

MIRROR

SEALANT

FINISH FLOOR

PROVIDE

BLKG TO

SUPPORT

WALL MTD

LAV

6" MAX

8" MIN

M A

362S125-43

MET STUD

@ 16" OC

E S

/2 T

Y P

PARTITION

AS SCHED

1/8" R EDGES

MIRROR

REFLECTIVE

EDGE +40" AFF

0 8"4"

1/2" PLYWD

TREATED PAINT

EDGES (PT1)

5/8" TYPE 'X'

GLASS MAT

WR GYP TILE

BACKING BD

5/8" TYPE 'X' GLASS

MAT WR GYP TILE

BACKING BD

SOLID SURFACE

(SS1)

TYP LAVATORY DETAIL

1 1/2"=1'-0"

PT1

ALL WD

EDGES

CT WALL

FIN

PARTITION

AS SCHED

SEE INTERIOR ELEVATION FOR

ADDITIONAL INFORMATION

TWO UNITS - 32 DOORS EACH

MAILBOXES

BACKLOADED

FRAME RO W/

METAL/WOOD

STUDS

0 8"4"

MAIL ACCESS DETAIL

1 1/2"=1'-0"

MAILROOMMAIL ACCESS

2 4 2 4

2 4

CLG AS

SCHED

3/4" PLYWD

PLATFORM

1x3 TRIM 3

SIDES, W/1/8"R

(PAINT PT-1)

UNDERSIDE OF

EXST CONC

FLOOR

18GA

EXPANDED

STEEL FABRIC

18GA

EXPANDED

STEEL FABRIC

L TRIM W/

SEALANT &

BACKER ROD,

3 SIDES

FLR & BASE

AS SCHED

SINGLE UNIT - 28 DOORS (BLDG 132)

FULL SURROUND

METAL TRIM PER

MAILBOX MANUF

08"

O D

U L E

5 MODULES1'-0"

PT1

IR GWB

SURFACE MOUNTED

CELL PHONE LOCKERS

CELL PHONE LOCKER

3/8"=1'-0"

6.5"Wx5.25"Hx5"D)

(QTY: 30; SIZE:

LOCKER

CELL PHONE

SURFACE MTD

HDWD (WD1)

BENCH, 1/4" R

ALL EDGES &

CORNERS

2'-0"

0 1'6" E5

BENCH DETAIL

1"=1'-0"

WALL

1/4" SS PL W/

2 EA 3/8" DIA

SS LAG BOLTS

1 1/2" SQ SS

TUBE LEGS

1/8" x 3" SS

PLATE

1 1/2" SQ SS

TUBE LEGS

1/4" SS PL ON

RUBBER PAD

W/ 3/8" DIA SS

EXP BOLT

NOTES:

1.WELD AND GRIND SMOOTH ALL JOINTS

2.PROVIDE RUBBER SPACERS BENEATH EACH LEG PLATE TO PROVIDE

LEVEL BENCH SURFACE DUE TO FLOOR SLOPE. (MIN 1/4" THK)

METAL

STUDS

RESIL BASE IS

CONT AROUND

CORNER (TYP)

CONT VINYL

RETAINER

0 2"1"

HIGH IMPACT

VINYL

ACRYLIC

EXTRUSION

1/4" RADIUS

CORNER GUARD DETAIL

6"=1'-0"

NOTE: CORNER GUARD SHALL EXTEND FROM

FLOOR TO CEILING. RESILIENT BASE SHALL

TERMINATE INTO CORNER GUARD

DOOR AS

SCHED

1'-0"

PARTITION

AS SCHED

2 4

3/4 "

3'-0" AFF

METAL STUD

0 8"4"

MAILROOM COUNTER

1 1/2"=1'-0"

COUNTER

BELOW

DOOR FRAME

PARTITION

AS SCHED

TRIM BELOW

1x4 TRIM

BOTH SIDES

(PAINT PT-1)

PARTIAL PLAN

COUNTER

EXTENSION

1x TRIM ALL

SIDES. 1/8" R

ALL EDGES

1x TRIM ALL

SIDES. 1/8" R

ALL EDGES

(PAINT PT-1)

2 LAYERS 3/4"

PRE-FINISHED

LAMINATE

PLYWD PANEL

(COLOR-WHITE)

1" 1" 1" 1"

FRAME OPENINGMET STUD PER

PTN TYPE

GYP BD PER

PTN TYPE

EXST CHASE

0 8"4"0 8"4"

OPENING

FRAME

EXST 8" CMU

REFER TO PLUMBING DWGS FOR

LOCATION

FLUSH FIRE RATED

ACCESS PNL

(COLOR- PT1)

WALL ACCESS PANEL

1 1/2"=1'-0"

ACCESS PANEL

1 1/2"=1'-0"

SIZE

FLUSH ACCESS

PANEL

(PAINT-MATCH

ADJACENT FIN)

ANCHOR PER

MANUF

STANDARD

ANCHOR PER

MANUF

STANDARD

SIZE = SEE MECH DWGS FOR SIZE

AND LOCATION

(E) METAL

STUD

ACCESSORY

WALL MTD.

BLOCKING: 362

S125-43 MET

STUD FLUSH

WITH STUD

FACE

0 8"4"

GYP BD

FACE OF NEW

CONCEALED BLOCKING

1 1/2"=1'-0"

P T

N A

L V

A L

U E s b -1

A -5

C E

L L

A N

E O

U S D

E T

A-504

K A I

S T

C H

U N

C H

U N

B130 / B132

IF1

O F F S

E T

1" VIF

VESTIBULE RM 119

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

H O

L D B

A R

R A

C K

O A

H U

H A

W A

F Y Q

U A

D A R

E P

L D

G S

N D

N O

L U

H I

H O

N O

L U

L U E

N G

E E

R D

T R

R E

N A

L E

N G

E E

G C

E N

T E

H O

N O

L U

L U D

T R

F T S

H A

F T

E R

H A

E N

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1/4"Ø BOLT

@ 6" OC

2 EA-2"x2"

HINGE PER

GWB MFR;

WELD TO MET

FRAME

SEALANT

HEMMED

ANGLE

MOLDING C

L G H

T 7/8" MET FURG

@ 24" OC

1-1/2" MET

CHANNEL, 36"

LONG 2 EA AT

OPNG

DOOR CATCH

PER GYP BD

MFR

5/8" GYP BD

CEILING

MET TRIM ON

ALL EDGES OF

GYP BD OPNG

MAIN

RUNNER

HANGER

WIRE

FACE OF

WALL

TRIM

SPLICE

MAIN

RUNNER

SEISMIC

LOCKING PIN

CROSS TO MAIN RUNNER CONNECTION DETAIL

CROSS

RUNNER

EDGE BEAD

1/8" Ø MIN

VERT HANGER

WIRE @ 4'-0"

3 TURNS MIN

WITHIN 3" (TYP)

CROSS RUNNER

MAIN

RUNNER

CROSS

RUNNER

SPLAY

BRACE

WIRE

ISOMETRIC VIEW

DETAIL AT WALL

250S125-27

STUD @ 16" OC

A L

N W

E X

S T C

M U

3" 3"

250S125-27

STUD @ 16" OC

A L

N W

E X

S T C

M U

T Y

T Y P

2" M

AX.

M A X

2'-2 1/8 " VIF7 5/8 "2'-7 1/8 " VIF

A1A

SOFFIT

A1B

SOFFIT

A1C

SOFFIT

A1D

SOFFIT

A1E

SOFFIT

SOFFIT:

7'-0" AT LIVING

7'-2" AT KITCHEN

1'-5"

ALIGN WITH

PLAN WALL

ALIGN WITH

PLAN WALL

250S125-27

STUD @ 16" OC

RUNNER

MAIN

RUNNER

CROSS

CEILING TILE

ACOUSTIC

8" MAX.

FACE OF WALL

FLEXIBLE

SEALANT

C L

G H

8" MAX.

12 GA WIRE

HANGER @

4'-0" OC

ANCHORED

TO PURLINS,

WIRE MUST

NOT EXCEED

1:6 SLOPE

WIRE TIE @

3'-0" OC

ANCHORED

TO PURLINS

24"x24" OPENING

MET FRAMES

1 1/2" CHANNEL

AT 24" OC

NOTES:

1.SPLICES & INTERSECTIONS OF RUNNERS SHALL BE ATTACHED W/ MECH.

INTERLOCKING CONNECTORS SUCH AS POP RIVETS, SCREWS, PINS,

PLATES WITH BENT TABS, OR OTHER APPROVED CONNECTORS. DESIGN

CONNECTORS FOR 2X DESIGN LOAD OR ULTIMATE AXIAL TENSION OR

COMPRESSION (MIN. 120#)

2.APPLICABLE FOR SUSPENDED ACOUSTIC CEILING TILE IN AREAS LARGER

THAN 144 SF SURROUNDED BY WALLS THAT CONNECT DIRECTLY TO THE

STRUCTURE ABOVE PER ASTM E580.

45° SPLAY

WIRE (1/8" Ø

MIN.) BRACING

IN VERTICAL

PLANES

THROUGH

MAIN AND

CROSS

BRACING.

SPLAY WIRE

BRACING @

12'-0" OC IN

BOTH

DIRECTIONS

ALL WIRES

ATTACHED TO

MAIN RUNNER

- 4 WIRES.

CONT HORIZ

STRUT TO

PREVENT

SPREADING

OF RUNNERS

ACOUSTIC

CLG TILE

NOT TO EXCEED 4'-0"

6" MAX.

M A X

7'-0" SOFFIT

8'-0" CEILING

0 8"4"

0 8"4" 0 8"4" 0 8"4" F5

CEILING ACCESS PANEL

VARIES

SUSP ACT

5/8" GYP BD

BEAD

CORNER

SCREEN CASE

PROJECTION

BRACKET

HANGER

SCREEN

PROJECTION

AS SCHED

MET STUD

ROD (CFCI)

THREADED

3/8" Ø

16" OC

MET STUDS @

362S125-27

FLANGE

TRIM C

L G H

T A

S S

C H

E D

5/8" GYP

SCREEN WITH MANUFACTURER

VRFY PROJECTOR DISTANCE TO

UNISTRUT

ELECTRICAL

CONDUITS

2'-1" AT U108 LAV

7'-0" SOFFIT

ANCHOR

STUD TO

STRUCT AT

TOP &

MID-POINT

SEE DET A1B

FOR NOTES

8'-0" CEILING (VIF)

SPRINKLER,

SEE FX DWGS

THREADED

ROD (TYP)

SPRINKLER

PARTITION

AS SCHED

NEW CONC BEAM,

SEE STRUCT

DWGS

NEW CONC

INFILL, SEE

STRUCT

EXST

MASONRY

EXST

MASONRY

2'-0"

8 1/8 "8 1/8 "

VIF VIF

THREADED

ROD

1 1/2"=1'-0"

SUSP CLG SEISMIC DETAIL

NTS

SOFFIT DETAIL

1 1/2"=1'-0"

ACOUSTIC CLG TILE DET

1 1/2"=1'-0"

GYPSUM BD CEILING DET

1 1/2"=1'-0"

SEE A1C/—

FOR NOTES

5/8" TYPE 'X'

GYP BD

5/8" TYPE 'X'

GYP BD

5/8" TPYE 'X'

GWB CLG

ACCESS PANEL

5/8" TYPE 'X'

GYP BD

5/8" TYPE 'X'

250S125-33

MET STUD

@ 24" OC

TRACK SHALL

MATCH SIZE AND

GAUGE OF STUD

1-1/2" METAL

CHANNEL @

48" OC

3'-3" UON7 5/8 "3'-3" UON

DRILL THRU

TRACK TO

SET ROD

20 GAGE

STEEL

COVER

PLATE 4"

LARGER

THAN OD OF

PIPE

1/8" Ø TOGGLE

BOLTS @ 6" OC

W/ 3/16"x1 1/4"

FENDER

WASHERS

SEALANT

FORM

ANNULAR

SPACE FROM

MTL STUD

TRACK

1/8" Ø TOGGLE

BOLTS @ 6" OC

W/ 3/16"x1 1/4"

FENDER

WASHERS

20 GAGE

STEEL COVER

PLATE 4"

LARGER THAN

OD OF PIPE

SECTION

MET STUD

PARTITION

MINERAL WOOL

IN ANNULAR

SPACE

A7B

THRU CMU OR CONC (FLOOR SLAB SIM)

ELEVATION

NON-HARDENING

ACOUSTICAL

SEALANT

OPENING 1"

TO 1 3/8"

LARGER THAN

OD OF PIPE

OR CONDUIT

A7A

THRU MET STUD PARTITION

CMU OR

CONC WALL

NON-HARDENING

ACOUSTICAL

SEALANT

PIPE OR

CONDUIT

HANGER OR

MOUNT PER

MECHANICAL

DRAWINGS

MINERAL

WOOL IN

ANNULAR

SPACE

OPENING 1"

TO 1 3/8"

LARGER THAN

OD OF PIPE

OR CONDUIT

SECTION

NOTE:

SEE PLUMBING, MECHANICAL, ELECTRICAL, AND

TELECOMMUNICATIONS DRAWINGS FOR ADDITIONAL

PENETRATION INFORMATION AND DETAILS.

ELEVATION

MET STUD

SLEEVE

AROUND

OPENING

"L" TRIM ON

ALL SIDES

DUCT, SEE

MECH DWGS

MET STUD

PARTITION

NON-HARDENING

ACOUSTICAL

SEALANT

STRAP OR

ISOLATION

HANGER PER

MECHANICAL

DRAWINGS

MINERAL WOOL

IN ANNULAR

SPACE

SHT MET SLEEVE

AROUND OPNG

CMU/CONC

WALL

OPNG 1/2" - 3/4"

LARGER THAN

DUCT SIZE ON

ALL SIDES

NOTE:

1.SEE MECHANICAL DRAWINGS FOR ADDITIONAL PENETRATION INFORMATION

AND DETAILS.

A7 at SMOKE PARTITION

PIPE PENETRATION

NTS

D5 at SMOKE PARTITION

DUCT PENETRATION

NTS

ADJUSTABLE

PROJECTOR

MOUNT, SEE

SPEC

CROSS TEE

MAIN BEAM

@ 4'-0" OC

PROJECTOR

MOUNT

SUPPORT

POST AND

MOUNTING

PLATE

SCREEN WITH MANUFACTURER

VRFY PROJECTOR DISTANCE TO

0 8"4"

C L

G H

T A

S S

C H

E D

SECURE TO

UNDERSIDE OF

ADDED ROOF

PURLINS SEE

DET F2/A-502

SUSP ACT

PROJECTOR MOUNT DET

PROJECTION SCREEN/

1 1/2"=1'-0"

LAP 4 SIDES

1" MINIMUM

SLEEVE, 4 SIDES

MIN 14 GAGE

MECH DWGS

DUCT, SEE

WALL

CMU/CONC

AROUND

SEALANT ALL

BARS (NOTE 2)

SECURITY

(NOTE 1)

SLEEVE

14 GAGE

INSULATION

ALL AROUND

SEALANT

(NOTE 1)

ALL AROUND

SNUG TO WALL

SLEEVE AND

WELD TO 14 GA

L3"x3"x1/4"

SLEEVE @ 8" OC

TACKWELD TO

RIVET, OR

BOLT, SCREW,

AROUND

SLEEVE ALL

WALL AND

SNUG TO

L3"x3"x1/4"

1/4" - 1/2" CLR

NOTE:

1.ANGLE AND SLEEVE ASSEMBLY: CONTINUOUS FULL WELD AND GRIND

SMOOTH.

2.SECURITY BARS: 1/2" Ø STEEL BARS 6" OC EACH WAY. FULL WELD TO 14

GAGE SLEEVE.

3.SEE MECHANICAL DRAWINGS FOR ADDITIONAL PENETRATION INFORMATION

AND DETAILS.

4.PROVIDE SECURITY BARS ONLY AT DUCT CROSS SECTION GREATER THAN

96 SQUARE INCHES.

A5 at SECURE WALL

DUCT PENETRATION

NTS

0 8"4"

7/8 " 7/8 "

10 5/8 "

EXST MASONRY

SAWCUT HEIGHT

TO 7'-6" AFF, VIF

BOTH SIDES

@ 16" OC HORIZ

7/8" HAT CHNL

BD ALL SIDES

RESISTANT GYP

IMPACT

5/8" TYPE 'X'

16" OC

MET STUD @

250S125-43

MET ANGLE

2 1/2" x 2 1/2"

A F F

CORNER BEAD

(TYP)

GYP BD HEADER (JAMB SIM)

1 1/2"=1'-0"

OCCURS

CLG AS

OCCURS

CLG AS

P T

N A

L V

A L

U E s b -1

A -5

A-505

C E

L L

A N

E O

U S D

E T

K A I

C H

U N

C H

U N

B130 / B132

GRID

CORR

S-4 WS

S-1/

G5D7

D3 D1D5B1 B3 B5

C1 BASE CABINET

C2 WALL CABINET

C3 SCRIBE - FINISH SHALL MATCH CAB DOOR/DRAWER FRONT

A1 REFRIGERATOR (GFGI)

A2 RANGE (GFGI) - 30 INCH CLEAR SPACE

A3 RANGE HOOD (CFCI)

A4 MICROWAVE (GFGI)

P1 SINK AND FIXTURE, SEE PLUMBING SPEC 22 00 00

P2 LAVATORY AND FIXTURE, SEE PLUMBING SPEC 22 00 00

W1 COUNTER & RANGE BACKSPLASH: CERAMIC TILE BETWEEN

TOP OF COUNTER AND UNDERSIDE OF WALL CABINET.

PROVIDE MET EDGE DET D9/A-507

PD POWER AND/OR DATA OUTLET, SEE ELEC/COMM DRAWINGS

U1 MEDICINE CABINET 16" x 30" (QTY 2)

U2 TOWEL RING (TR) (QTY 2)

U3 TOOTHBRUSH/TUMBLER HOLDER (TTH) (QTY 2)

U4 SOAP DISH (SD) (QTY 2)

C1 C1

C1 C1 C1

C2 C2 C2

C2 C2

C5 C5

M1 M1

W2W2 W2

W2 W2

M3 M3

M3 M3 M3

M4 M4 M4

M2M2

M2 M2 M2 M3

C6 C6

C6 C8

M6M6

M6 M6 M6

S1S1 S1

S1 S1 S1

M1 M1

O1O1

G7G7D7

D3D5 D1 B7

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

H O

L D B

A R

R A

C K

O A

H U

H A

W A

F Y Q

U A

D A R

E P

L D

G S

N D

N O

L U

H I

H O

N O

L U

L U E

N G

E E

R D

T R

R E

N A

L E

N G

E E

G C

E N

T E

H O

N O

L U

L U D

T R

F T S

H A

F T

E R

H A

E N

A M

9:38:04 AM7/16/2019

c:\pw-work\poh-1\j3ec9pmk\d0244228\18sb04-130_A-506.dgn

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CASEWORK ELEVCASEWORK ELEV

A5 A7SCALE: 3/8" = 1'-0"

CASEWORK ELEV

SCALE: 3/8" = 1'-0"A1

0 32"12" 0 32"12"TYP UNIT LAV

B132 - CQ 102 (SIM)

B130 - CQ 147 SC: 3/8" = 1'-0"

(B132-7'-2")

B132-ACTIVITY 113 (SIM REV)

B130-U107 KITCHEN (U108 & B132 SIM)

3/4 "

TAB FINGER

PULL (FLUSH

W/ RAIL TOP)

RABBET TOP

SURFACE OF

RAIL FOR FLUSH

TAB PULL

PLACEMENT

INSET PANEL:

HDWD VENEER

ON 1/4" MDF

CAB DET

4"2"0

SCALE: 3" = 1'-0"

NOTE: HDWD= WD1

TOP RAIL: NET

3/4" x 2" HDWD

STILE: NET

3/4" x 2" HDWD

BOTTOM RAIL: NET

3/4" x 3.5" HDWD

RABBET

STILE AND

RAIL (TYP)

MAX MARGIN

FOR ALL

DWR/DOOR

FRONTS

30"

BOX

8 FT

7 FT

27"

BOX

21"

BOX

ID #

30"

BOX

27"

BOX

30"

BOX

21"

BOX

15"

BOX

15"

BOX

"A4

TYP

KNEE

SPACE

7'-2"

C3C3

PD TYP

TYP

SHT KEYNOTES - CASEWORK ELEV

A3AP AP

W1P1

PT1

WR GWB

3/4"

SCRIBE

3/4"

SCRIBE

30"

BOX

6"6"

8 FT

7 FT

78"LIGHT

FIXT

TYP

48"

TYP

CENTER LAV

6" 3/4 "

MIRROR

42"

6" 3/4 "

EQ SCRIBE

BOTH SIDES

3/4"

SCRIBE

3/4"

SCRIBE

PT1

WR GWB

SHT KEYNOTES-

CABINET DET: SHELF,

SIDE PANELS, AND

BOTTOM SHALL BE

SIM TO C8

OPEN CABINET DEPTH

SHALL BE 14 INCHES

(BOTH SIDES)

AXIS OF

SYMMETRY

TYP. BOX DEPTH

B O

X H

G T

D W

R F

R O

N T

Y P

ID #

R 1-1/16"

(TYP.)

B O

X H

G T

B O

X H

G T

B O

X H

G T

H G

T H

G T

D W

R F

R O

N T

Y P

TYP. BOX DEPTH

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

BASE CABINET DET

0 8"4"

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

BASE CABINET DET

0 8"4"

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

BASE CABINET DET

0 8"4"

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

BASE CABINET DET

0 8"4"

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

WALL CABINET DET

0 8"4"

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

BASE CABINET DET

0 8"4"

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

BASE CABINET DET

0 8"4"

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

BASE CABINET DET

0 8"4"

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

WALL CABINET DET

0 8"4"

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

WALL CABINET DET

0 8"4"

R 1-1/16"

(TYP.)

CABINET

BEYOND

2'-0"

1'-9" 7

1'-10 1/2 "

2'-0"

1'-10 1/2 "

1'-11 1/2 "

1'-10" 5

R 1-1/16"

(TYP.)

2'-0"

R 1-1/16"

(TYP.)

2'-1"

R 1-1/16"

(TYP.)

2'-1"

1'-11 1/2 "

H G

TYP. BOX DEPTH

R 1-1/16"

(TYP.)

1'-10" 5

2'-1"

1'-11 1/2 "

1'-0"

1'-11 1/2 "

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

CLOSET SHELF DET

0 8"4"

1'-0"

A F F

PT1

1'-11 1/2 "

1'-0"

MID-POINT END

3/4" PLYWD W/

1/4" HDWD

EDGE, PAINT

SHELF / ROD

BRACKET

S2 2" H

W1 W1 W1

S2 2" H S2

1'-0"

1 x 4

1 x 4 CLEAT AT

ENDS, PAINT

1 x 4 CONT

1 x 4 AT BRKT W2

HDWD (WD1)

EDGE BAND

1/8" THK(TYP)

2'-1" a t

U N

C H

E N a t

U N

C H

E N a t

U N

C H

E N

QTY- 3

a t

R A

N G

O D

SLOT

R 1/2"

RANGE HOOD

OUTLET

/4 a t

U N

16"D

SHT KEYNOTES - CABINET DET

CASEWORK SHEET NOTES

S2 4" H

SS SINK

SINK

VIT CHINA

RESIL

BASE AS

SCHED

1.25" DIA CHROME

PLATED STL ROD

& END SUPPORT

QTY- 2

RM 141

BLDG 130

QTY- 1 AT

A T

B R

A T

B R

1 1 /4

E D F

R O

N T a t

B R

E A

K a t

B R

E A

K a t

B R

E A

O1 B130 RM 141-OMIT C5 BASE CABINET DOOR FRONT, M2 BASE

PLATFORM, & M6 TOE KICK. EXTEND C2 REAR PANEL TO FLR.

1. SEE SHEET A-001 FOR GENERAL NOTES AND ABBREVIATIONS.

2. SEE SHEET AF601 FOR INTERIOR FINISH LEGEND, CODE ID,

PRODUCT DESCRIPTION, AND INTERIOR INFORMATION.

3. CASEWORK FABRICATION SHALL CONFORM TO AWI

STANDARD (MINIMUM) AS REFERENCED IN PROJECT

SPECIFICATIONS.

S1 SOLID SURFACE (SS1) COUNTERTOP ON 3/4" PLYWOOD -

TERMITE TREATED

S2 SOLID SURFACE (SS1) BACKSPLASH AND ENDSPLASH

(TOPSET)

C1 BASE AND WALL CABINET FABRICATION SHALL BE

FRAMELESS CONSTRUCTION. TYP. CABINET BOX (TOP, SIDE

AND BOTTOM PANEL): 3/4 INCH PRE-FINISHED LAMINATE

PLYWOOD SHEET GOODS (COLOR-WHITE)

C2 TYP. CABINET BOX (REAR PANEL): MELAMINE ON 1/4 INCH

VENEER CORE PLYWOOD PANEL PRODUCT.

C3 TYP. DRAWER BOX (SIDE, FRONT, & REAR PANEL): 1/2 INCH

PRE-FINISHED LAMINATE PLYWOOD PANEL (COLOR-WHITE).

PROVIDE WHITE VINYL TAPE FOR ALL EDGES

C4 TYP. DRAWER BOX (BOTTOM PANEL): MELAMINE ON 1/4 INCH

VENEER CORE PLYWOOD PANEL PRODUCT. SET INTO DADO

JOINT AT SIDE AND FRONT DRAWER BOX PANELS

C5 HINGED DOOR FRONT: STILE AND RAIL W/ INSET PANEL; SEE

DET G3/A-506. HARDWOOD (WD1)

C6 TOP DRAWER BOX FRONT: HARDWOOD (WD1) VENEER ON

3/4" VENEER CORE PLYWOOD. PROVIDE 1/8" HARDWOOD

(WD1) EDGE BAND

C7 DRAWER BOX FRONT: STILE AND RAIL W/ INSET PANEL; SEE

DET G3/A-506. HARDWOOD (WD1)

C8 FIXED PANEL FRONT: HARDWOOD (WD1) VENEER ON 3/4"

VENEER CORE PLYWOOD. PROVIDE 1/8" THICK HARDWOOD

(WD1) EDGE BAND

C9 ADJUSTABLE SHELF: 3/4" PRE-FINISHED LAMINATE PLYWOOD

PANEL (COLOR-WHITE) W/ VINYL EDGE TAPE ALL SIDES

M1 1 x 4 BRACE

M2 CABINET BASE PLATFORM

M3 ANCHOR CABINET TO BLOCKING

M4 BLOCKING: 362S125-43 MET STUD, SEE DET G9/A-504

M6 TOE-KICK: BASE AS SCHEDULED, SEE SHEET AF601

M7 1 x 4 CLEAT

M8 1 x 4 GLUE TO PLYWOOD FOR STRENGTH

H1 SOFT CLOSE UNDERMOUNT DRAWER SLIDE. FULL-EXTENSION

H2 RECESSED ADJUSTABLE SHELF STANDARD W/ CLIPS (WHITE)

I1 ILLUMINATION, SEE ELECTRICAL DWGS

W1 CERAMIC TILE BACKSPLASH (CT4); 1/8" GROUT JOINTS

W2 WALL BOARD AS SCHEDULED

CASEWORK ELEV

8 FT

24"

BOX

21"

BOX

33"

BOX

30"

BOX

21"

BOX

24"

BOX

30"

BOX

0 32"12"

PD TYP

18"H

SIM SIM

3/4 "

KNEE

SPACE

2'-6 1/4 "

SC: 3/8" = 1'-0"

PIPE

GUARD

B130-BREAK 141

WIRE

PULL

(TYP)

CLR

30" RANGE-

FRONT

CTRLS

(GFGI)

2'-6 1/4 "

PT1

WR GWB

3/4 "

3/4"

SCRIBE

3/4"

SCRIBE

SHT

KEYNOTES-

CABINET

DET: SIDE

PANELS,

SHALL BE

SIM TO C8

TOT WALL

CABINET

STORAGE=

2,029 SQ IN

TOT BASE

CABINET

STORAGE=

3,128 SQ IN

P T

N A

L V

A L

U E s b -1

A -5

A-506

K A I

L W

O R

K D

E T

K A I

C H

U N

C H

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

H O

L D B

A R

R A

C K

O A

H U

H A

W A

F Y Q

U A

D A R

E P

L D

G S

N D

N O

L U

H I

H O

N O

L U

L U E

N G

E E

R D

T R

R E

N A

L E

N G

E E

G C

E N

T E

H O

N O

L U

L U D

T R

F T S

H A

F T

E R

H A

E N

A M

9:38:06 AM7/16/2019

c:\pw-work\poh-1\j3ec9pmk\d0244228\18sb04-130_A-507.dgn

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RTA

CERAMIC TILE

ALUM EDGE

TRIM ABOVE

90° ALUM EDGE

CORNER TRIM

ABOVE

CONT MET

STUD BLKG

CERAMIC TILE

MET STUD

V A

MORTAR BED

WATERPROOF

MEMBRANE

REINFORCING

0 2"1"

0 2"1" 0 2"1"

GROUT

5/8" TYPE 'X'

GLASS MAT

WR GYP TILE

BACKING BD

WP MEMBRANE

ALUM OUTSIDE

CORNER TRIM

BASE

6"=1'-0"

TILE WAINSCOT CAP

6"=1'-0"

TILE CORNER

6"=1'-0"

5/8" TYPE 'X'

GLASS MAT

WR GYP TILE

BACKING BD

SEALANT

MET STUD

5/8" TYPE 'X'

GLASS MAT

WR GYP TILE

BACKING BD

MET STUD

FLOOR TILE

WP MEMBRANE

WALL TILE

TCNA W245

0 2"1" 0 2"1"

TILE TUB JOINT

6"=1'-0"

1/2" GLASS

MAT WR GYP

TILE BACKING

BOARD

CERAMIC

FIELD TILE

/8 J

FACE OF EXST

MASONRY

1/2" GLASS

MAT WR GYP

TILE BACKING

BOARD 1/2 "

1/2" WR GYP BD

CERAMIC

FIELD TILE

TUB

CT-1

FACE OF EXST

MASONRY

TILE WALL FIN EDGE

6"=1'-0"

CLEAR

SILICONE

SEALANT (TYP)

ALUM EDGE

TRIM SATIN FIN

ALUM EDGE

TRIM SATIN FIN

1/8 "

5/8" TYPE 'X'

WR GYP BD

WP MEMBRANE

MORTAR BED

REINF

CONC

FLOOR TILE

GRATE

LC DRAIN

0 2"1"

GROUT

FLOOR DRAIN DETAIL

6"=1'-0"

DRAIN BODY

FLOOR TILE

BEYOND

WALL

ALIGN WITH

VINYL STRIP

FLEXIBLE

BASE

RETAINER

3/4" ALUM

SHOWER

FLEXIBLE SHOWER THRES

FULL SIZE SHOWER 115, 118, & 167 0 1"1/2"

0 2" 4"

CERAMIC TILE

1/8" GROUT JT

(ALL SIDES)

ELEVATION

PLAN

SHOWER NICHE

3"=1'-0"

SOLID SURFACE

(SS1)

SOLID SURFACE

BOX (SS1)

DADO JOINT

(TYP)

TILE GROUT JT

PARTITION AS

SCHED

SEE INT ELEV FOR EXACT PLACEMENT

5/8" TYPE 'X'

GLASS MAT

WR GYPSUM

TILE BACKING

BOARD

5/8" TYPE 'X'

GLASS MAT

WR GYPSUM

TILE BACKING

BOARD

P T

N A

L V

A L

U E s b -1

A -5

C E

L L

A N

E O

U S D

E T

A-507

BLDG 130

K A I

S T

C H

U N

C H

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

H O

L D B

A R

R A

C K

O A

H U

H A

W A

F Y Q

U A

D A R

E P

L D

G S

N D

N O

L U

H I

H O

N O

L U

L U E

N G

E E

R D

T R

R E

N A

L E

N G

E E

G C

E N

T E

H O

N O

L U

L U D

T R

F T S

H A

F T

E R

H A

E N

A M

9:38:07 AM7/16/2019

c:\pw-work\poh-1\j3ec9pmk\d0244228\18sb04-130_A-601.dgn

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D1 D3

DOOR

S3 A5 B5

2"2"

D O

O R A

S S

C H

E D

D O

O R A

S S

C H

E D

S E

E S

C H

E D

SINGLE FLUSH

SEE SCHED

S E

E S

C H

E D

AS SCHED.

D O

O R A

S S

C H

E D

DOOR 2"2"

AS SCHED.

DOOR 2"2"

AS SCHED.

SEE SCHED

S E

E S

C H

E D

SINGLE FLUSH

LOUVER

AS SCHED

SINGLE FLUSH

W/ LITE

D4 D5

PAIR FLUSH

W/ LITE

6'-0"

9'-9 1/2 "

G1G1

" 2

PAIR FLUSH

REMOVABLE

MULLION

A1BA5B5

6'-0"

17'-4"

G1 G1

VIF

6'-6"

6'-10"

VIF

" 2

S4A5B5

3'-0"

G3 G3

VIF

F2 F3

A1B A1B

2'-2"2'-2"

A1B

NOTE: TYP. FRAME SIZE HEIGHT IS 2-INCHES

G3 G3

2'-5 1/2 "

5'-9 3/4 "3'-6"

D5 F3

CORNER

1'-2"

SIM

SIM SIM

SIGN

STOREFRONT DETAILS, SEE SHEET A-603

SEE SCHED

36" 24"

S E

E S

C H

E D

6"6"

SEE SCHED

S E

E S

C H

E D

GLAZING

VISION PANEL

G2 GLAZING

GENERAL SHEET NOTES

DOOR SCHEDULE REMARKS

DOOR FRAME TYPES

DOOR TYPES

STOREFRONT TYPES

DOOR

SIZE

H TWNO. TYPE MATL

3'-0"

6'-0"

3'-0"

6'-0"

3'-0"

7'-0"

1 3/4"

TYPE MATL

DOOR DETAILS

HEAD JAMB THRES

FIRE

RATING

HDWR

SET REMARKSSTC

MISCELLANEOUS

3'-0" 7'-0" 1 3/4" D1 HM F1 HM309

DOOR

SIZE

H TWNO. TYPE MATL

6'-0"

3'-0"

6'-0"

2'-6"

3'-0"

6'-0"

3'-0"

7'-8"

3'-0"

7'-10"

7'-0"

7'-10"

7'-0"

7'-10"

7'-0"

1 3/4"

TYPE MATL

DOOR DETAILS

HEAD JAMB THRES

FIRE

RATING

HDWR

SET

DOOR SCHEDULE

REMARKSSTC

MISCELLANEOUS

SEE DOOR DETAIL SHT A-603

SCWD

ALUM

SCWD

FIRST FLOOR

SECOND FLOOR

THIRD FLOOR

20 MIN

45 MIN

20 MIN

45 MIN

20 MIN

FRAMEFRAME

1 3/4"7'-0"3'-0" D1

2'-6"

3'-0"

7'-0"

1 3/4"

D2 HM

3'-0" 7'-0" 1 3/4" D2 HM

F1 HM

S04A

S04

2'-6"

SCWD

25 20 MIN

UNIT

STAIR

60 MIN

3'-0" 7'-0" 1 3/4" D2 HM F1 HMS05A

3'-0" 7'-0" 1 3/4" D2 HM F1 HMS05

60 MIN

SEE DOOR DETAIL SHT A-603

F9/A-603 D9/A-603 F9/A-603 D9/A-603

F7/A-603

F9/A-603

D7/A-603

D9/A-603

A1B/A-603

A1D/A-603

A1B/A-603

F9/A-603

D9/A-603

F9/A-603 D9/A-603

F9/A-603

F7/A-603

D9/A-603

D7/A-603

F7/A-603

F9/A-603

D7/A-603

D9/A-603

F9/A-603 D9/A-603

A1A/A-603

F9/A-603 D9/A-603

F9/A-603

F7/A-603

D9/A-603

D7/A-603

F7/A-603

F9/A-603

D7/A-603

D9/A-603

F9/A-603 D9/A-603

A1A/A-603

F7/A-603 D7/A-603

F5 & B5

F7/A-603

D7/A-603

F7/A-603

D7/A-603

F7/A-603 D7/A-603

A1A/A-603

A1B/A-603

A1A/A-603

F9/A-603 D9/A-603

F9/A-603

F7/A-603

F9/A-603

D9/A-603

D7/A-603

D9/A-603

F9/A-603

D9/A-603

A1B/A-603

A1C/A-603

3'-0" 7'-0" 1 3/4" D2 F1 HM F7/A-603 D7/A-603 19A1B/A-603

101A

101B

SCWD

A1B/A-603

F7/A-603

B7/A-603

D7/A-603

A7/A-603

A1B/A-603

ALUM F5 & D5 A1B/A-603 18

A1C/A-603

SCWD

1 3/4"

09A

3'-0" 7'-0" 1 3/4" F1 HM 3

125A

125B

SCWD

SCWD F1 HM

F7/A-603

B7/A-603

F7/A-603

F9/A-603

F7/A-603

D7/A-603

A7 & A9

D7/A-603

D9/A-603

D7/A-603

A3/A-603

6'-0" 7'-10" 1 3/4" S3 ALUM S3 ALUM F5 & D5 F5 & B5 A1B/A-603 18

3'-0" 7'-0" 1 3/4" D2 HM F1 HM F9/A-603 D9/A-603 20 MIN 16132

A3/A-603

45 MIN

20 MIN

45 MIN

150A

150B

163A

163B

FIRST FLOOR

BLDG 132

SECOND FLOOR

5'-0" 7'-10" 1 3/4" D4 F2 HM F9/A-603 D9/A-603 A1B/A-603 17101A

101B 5'-0" 7'-10" 1 3/4" D4 F2 HM F9/A-603 D9/A-603 A1B/A-603 17

20 MIN

105A

3'-0"

7'-0"

1 3/4"

THIRD FLOOR

20 MIN

45 MIN

22 2

F9/A-603 D9/A-603

F9/A-603

F7/A-603

D9/A-603

D7/A-603

F9/A-603 D9/A-603

A1A/A-603

20 MIN

UNIT

1 3/4"7'-0"3'-0" D1

2'-6"

3'-0"

7'-0"

1 3/4"

D2 HM

3'-0" 7'-0" 1 3/4" D2 HM

F1 HM

S02

S04

2'-6"

SCWD

25 20 MIN

STAIR

60 MIN

F9/A-603 D9/A-603

F7/A-603

F9/A-603

D7/A-603

D9/A-603

A1B/A-603

A1D/A-603

A1B/A-603

F9/A-603 D9/A-603

3A1B/A-603 05

BLDG 130

3'-0"

3'-6"

6'-0"

3'-0"

6'-6"

3'-0"

6'-0"

5'-0"

3'-0"

2'-6"

7'-0"

7'-10"

7'-0"

7'-10"

7'-0"

7'-10"

7'-0"

1 3/4"

F9/A-603

F7/A-603

F9/A-603

F7/A-603

D9/A-603

D7/A-603

D9/A-603

D7/A-603

A1B/A-603

A1A/A-603

A1B/A-603

A1A/A-603

A1B/A-603

A1A/A-603

A1B/A-603

A1A/A-603

A1C/A-603

SCWD

ALUM

SCWD

F7/A-603

B7/A-603

F7/A-603

D7/A-603

A7/A-603

A7 & A9

D7/A-603

170 3'-0" 7'-0" 1 3/4" D1 F1 HMSCWD F7/A-603 D7/A-603

ALUM

3'-0"

2'-6"

3'-0"

7'-8"

3'-0"

7'-0"

7'-10"

7'-0"

1 3/4"

SCWD

F9/A-603 D9/A-603HM

F9/A-603 D9/A-603

HM 3

3HM

HM 11

F9/A-603 D9/A-603

F9/A-603 D9/A-603 A1A/A-603

F7/A-603 D7/A-603

F9/A-603 D9/A-603 A1A/A-603

20 MIN

A3/A-603 3

F7/A-603 D7/A-603

A1A/A-603

F9/A-603 D9/A-603

F7/A-603 D7/A-603

20 MIN

45 MIN

16 3

5'-10"

3'-0"

7'-0"

1 3/4"

20 MIN

45 MIN

22 2

F9/A-603 D9/A-603

F9/A-603

F7/A-603

D9/A-603

D7/A-603

F9/A-603 D9/A-603

A1A/A-603

20 MIN

5'-10"

2020 MIN

13A3/A-603

20 MIN

ALUM ALUM F5 & D5 F5 & B5 A1B/A-603

A1B/A-603

SCWD

A3/A-603 1, 3

A1B/A-603

45 MIN

A3/A-603

17A

12A

A1A/A-603

A3/A-603

A1B/A-603 17A

18A

A1B/A-603

07A

3'-0" 7'-0" 1 3/4" D2 HM

S02A

S04A

60 MIN

F9/A-603 D9/A-603 06A1B/A-603

F9/A-603 D9/A-603

3A1B/A-603 06

A1A/A-603

07A

A1A/A-603

07A

A1A/A-603

07A

SEE S4 TYPE

2'-0" 3'-0" 1 3/4" D1 HM F1 HM F7/A-603 D7/A-603 23

3'-0" 7'-0" 1 3/4" D2 HM F1 HM F9/A-603 D9/A-603 16

134A

134B

134C

105B 2'-0" 3'-0" 1 3/4" D1 SCWD F1 HM 23F7/A-603 D7/A-603

105C 3'-0" 7'-0" 1 3/4" D2 SCWD F1 HM 19F7/A-603 D7/A-603

E9/A-504

SEE SHEET A-603, DOOR AND STOREFRONT DETAILS8.

INTERIOR HM DOOR FRAME SHALL BE PAINT COLOR PT37.

MET ANCHOR BOLTS AND PLASTIC SHIMS

HOLLOW METAL FRAMES SHALL BE INSTALLED UTILIZING 6.

FN-1 (SEE SHEET A-201 EXTERIOR COLOR LEGEND)

ALUMINUM STOREFRONT FRAME COLOR SHALL MATCH 5.

FRAME FINISH

SEE SHEET AF601, GENERAL NOTES FOR DOOR AND 4.

1/4" SAFETY GLASSG3

RATED GLAZING AT STAIR VISION PANELS.

1/4" LAMINATED SAFETY GLASS. PROVIDE 60 MIN FIRE G2

TRANSMITTANCE -MIN 66%

LAMINATED INNER PANE. VISIBLE LIGHT

1" INSULATED, LOW 'E' GLASS ASSEMBLY W/ G1

GLAZING:3.

INFORMATION

10. SEE STRUCTURAL DWGS FOR ADDITIONAL

ANTITERRORISM STANDARDS FOR BUILDINGS, STANDARD

DOORS SHALL COMPLY WITH UFC 4-010-1 DoD MINIMUM 2.

SEE STRUCTURAL DWGS FOR ADDITIONAL INFORMATION

BLAST-RESISTANCE REQUIREMENTS PER UFC 4-010-01.

ANCHORED TO STRUCTURAL ELEMENTS AND MEET

ALL EXTERIOR DOOR TYPES WITH GLAZING SHALL BE 1.

PROVIDE PADLOCK EYE, SEE DET B9/A-6036.

HIGH

STOREFRONT DOOR BOTTOM RAIL SHALL BE 10 INCH 4.

I…

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