RTA Drawings Lee Vol 1_Part1.pdf

FIRST FLOOR

0"

BASEMENT

-11' - 0"

SUB-BASEMENT

-22' - 0" xL

C1

AD303

02-073

02-073

R.O.

15' - 5 1/4"

R.O.

8' - 9" 8"

FIRST FLOOR

0"

BASEMENT

-11' - 0"

SUB-BASEMENT

-22' - 0" xL

C1

AD303

02-073

R.O.

14' - 11 1/4"

ROOF

46' - 0"

ROOF HEIGHT

56' - 5" xJ

02-015

02-006

02-006

SECOND FLOOR

10' - 0" xG

02-009

02-093

DEMO DIAMOND

WINDOW GLASS

DEMO GLAZING

PUTTY

REPAIR CAST

ORNAMENTAL

STONE

V .I

.F

DEMOLISHED

DEMOLITION LEGEND

EXISTING STRUCTURE TO REMAIN

MATCHLINE

xG

DEMO 8" CONC. SLAB

DEMO BOLLARD

DEMO CRUSHED STONE

AS REQ'D

DEMO CONCRETE

DEMO INSULATION

DEMO VAPOR SEAL

DEMO FILLER

DEMO SLAB TO FACE OF COLUMN

02 4 8134

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

US Army Corps of Engineers ®

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1/4" = 1'-0"A3

DEMOLITION - NEW STAIR SECTION - B

KEYNOTE LEGEND

KEY

VALUE KEYNOTE TEXT

02-006 REMOVE EXISTING ROOFING MATERIAL DOWN TO CONCRETE ROOF

SLAB INCLUDING FLASHING, CURBS, CRICKETS, EXPANSION JOINT

COVERS, AND ALL OTHER ROOFING ACCESSORIES. EXCEPTION:

EXISTING CONTINUOUS SPANDREL FLASHING FROM ROOF AT BASE

OF PARAPET THROUGH WALL TO RELIEVING ANGLE TO REMAIN.

02-009 DEMO IN FULL ARCADE MOSAIC CEILING TILES, SUPPORTS, AND

INSULATION TO ALLOW ACCESS FOR NEW EQUIPMENT AND PIPES;

CEILING TILE ASSEMBLY, SUPPORTS, AND INSULATION TO BE

REPLACED IN FULL AND TO MATCH EXISTING

02-015 REMOVE WALL AS REQUIRED FOR NEW OPENING

02-073 CUT OPENING IN CONC SLAB. COORD WITH STRUCTURAL

02-093 REMOVE LIMESTONE WATERTABLE UNITS WHERE INDICATED

1/4" = 1'-0"A1

DEMOLITION - NEW STAIR SECTION - A

1/4" = 1'-0"A7

DEMOLITION - PENTHOUSE SECTION

1/2" = 1'-0"D8

DEMOLITION - ARCADE SECTION

1 1/2" = 1'-0"D1

DEMO DIAMOND WINDOWS

1 1/2" = 1'-0"D3

DEMOLITION - ARCADE SLAB SECTION

1 2 42

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

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

D1

A-440

D1

A-441

E1

A-301

A1

A-301

A1

A-302

A-301 C1

A-302 C1

A1

A-440

NEW GATE/FENCE

NEW COMPACTOR PAD

A1

A-441

GRANT HALL

BUILDING 606

BUILDING 606

LOADING DOCK

PORTABLE BASKETBALL HOOPS

BY OWNER, TYP.

NEW

TRANSFORMER PAD

TRASH

COMPACTORS

GENERATOR UNIT ENCLOSURE

W/ 6" PAD UNDER GENERATOR

(COORDINATE SIZE OF PAD AND ENCLOSURE

WITH FINAL GENERATOR SELECTION)

THAYER ROAD

FIRE PUMP ROOM

RECYCLING

ENCLOSURE

NEW CONCRETE

VEHICULAR GUIDERAIL

NEW CONCRETE VEHICULAR

GUIDERAIL

TEMP CHILLER/

BOILER LOCATION

TEMP CHILLER/

BOILER LOCATION

QUICK-CONNECT

PANEL

QUICK-CONNECT PANEL

(UNDER 1ST FLR ARCADE OVERHANG)

REPAIR AND REBUILD

EXISTING RAILING

REPAIR AND REBUILD EXISTING

RAILING

15kV SWITCH

SWITCH +

TRANSFORMER

GRANT HALL ALLEY SCOPE IS DEDICATED TO GRANT FOOD-

SERVICE OPERATIONS AND PRICED AS SEPARATELY

NEW PERMANENT RAMP

REPAIR PILLAR

REPAIR PILLARS

LEE BARRACKS

SHERMAN BARRACKS

RECONSTRUCT PILLAR

6" PAD UNDER ELECTRICAL

GEAR

(COORDINATE SIZE OF PAD AND ENCLOSURE

WITH FINAL SWITCH AND TRANSFORMER

SELECTION)

10' CLEARANCE

DIVIDING FENCE

DIVIDING FENCE

DEMOLISH 11' OF

EXISTING RAILING

NEW STEEL STAIR

AND PLATFORM

A-442 F5

REPAIR EXISTING CONCRETE

STAIR, RE-PAINT RAILING

A-442

A4

A-442

A8

A-442

A3

A-442

A6

BLDG. 606

UNDER-RAMP

VAULT

NEW CONCRETE STAIR

NEW CONCRETE CURB

NEW CONCRETE

VEHICULAR GUIDERAIL

REPAIR EXISTING RAILING

A-404

A1

12" DIA. BOLLARDS EMBEDDED IN 36" BELOW FINISHED

GRADE; REFER TO CIVIL FOR BOLLARD DETAILS, TYP.

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1" = 20'-0"A1

SITE PLAN

20'

SCALE AT FULL SIZE: 1" = 20'-0"

10'0 40' 60'

UP

A-201 C1

A-202 C1 x1 x2 x3 x4 x5 x6 x7 x8 x10x9 x11 x12 x13 x14 xG xG' xJ xK xL

LS-S-2

LS05

LCS08

LB001d

LS07

LCS001

B6

A-311

B6

A-310

A1

A-314

A1

A-312

B1

A-311

B1

A-310

LB001e

LB001a

LB003

LB010

LB009

LB004

LE-S-2

LCS09

LS03

LB001c

LCS01

LS02

LS01b

LCS11 LCS10

A1

A-313

/A1 A-100SA /A1 A-100SB

LE-S-1

LS06

LCS07

LCS05

LCS04

LCS02

LCS04b

LB002

LS10

LS09

LB005

LB008

LB01

LB001f

LB001b

LCS002

LS-S-1

LCS003

LS04

LS-S-4

LS-S-3

LS01a

LCS003

A-404

A1 x2A x3A x5A x6A x8A x9A x11A x12A

LCS06 LCS03 A-612

D1

LB006LB007

/2

/2

K.6

18' - 6" 17' - 11" 20' - 2" 18' - 7" 20' - 8" 18' - 7" 20' - 2" 17' - 11" 18' - 6"

14' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 14' - 0"

/2

/2

PLUMBING PIT WITH

STEEL PLATED HATCH

SEE STRU DRAWINGS

A-203 C1

WALL TYPE LEGEND

EXISTING WALL TO REMAIN

FLOOR PLAN NOTES:

EXISTING 2-HOUR STRUCTURE

TO REMAIN

METAL STUD PARTITION

SMOKE RATED CMU PARTITION

1-HOUR PARTITION

(AS SHOW IN OVERALL PLANS)

2-HOUR BARRIER

(AS SHOW IN OVERALL PLANS)

1. ALL OPENINGS, INCLUDING BUT NOT LIMITED TO MECHANICAL, PLUMBING, FIRE PROTECTION, TELECOM, AND ELECTRICAL, ARE TO BE FIRE STOPPED AT EACH RATED CONSTRUCTION ASSEMBLY THROUGH PENETRATION BOTH NEW AND EXISTING, INCLUDING EXISTING SLAB, AS REQUIRED BY APPLICABLE CODES, LISTED ON LP001. AT EXISTING 2HR CONCRETE RATED WALLS TO REMAIN, PROVIDE UL APPROVED

FIRESTOPPING AT ALL EXISTING AND NEW PENETRATIONS.

2. PROVIDE 3/4" GYPSUM PLASTER WRAP AT EACH EXISTING CONCRETE COLUMN ON ALL FLOORS TO PROVIDE ADDITIONAL 1/2HR PROTECTION.

3. ALL PLASTER TO EXTEND 6" ABOVE FINISHED CEILING HEIGHT.

4. COVER ALL EXISTING EXPOSED STRUCTURAL-CONCRETE WALLS AT STAIR, ELEVATOR ENCLOSURES, AND FOUNDATION WALLS WITH 3/4" GYPSUM

PLASTER (ALIGNED WITH ADJACENT NEW CMU FACE-OF-PLASTER) AFTER ALL REQUIRED STRUCTURAL REPAIRS TO FACE OF CONCRETE ARE

COMPLETE.

5. PROVIDE BLOCKING IN WALL FOR SUPPORT OF CASEWORK, COUNTER SUPPORTS & BRACKETS, RESTROOM ACCESSORIES, TOILET PARTITIONS, SIGNAGE, FURNITURE COMPONENTS, ETC.

6. COORDINATE DOOR LOCATIONS WITH DOOR CLOSER REQUIREMENTS AND MAGNETIC DOOR HOLD OPEN DEVICES UNLESS NOTED OTHERWISE.

7. DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS.

8. CONTRACTOR TO COORDINATE PLUMBING, HVAC, ELECTRICAL, WITH EXISTING AND NEW FLOOR PENETRATIONS. EXISTING PENETRATIONS TO BE

FILLED AND NEW ONES ARE TO BE CORE DRILLED. EXISTING PENETRATIONS ARE TO BE REUSED WHERE POSSIBLE. COORDINATE ALL OPENINGS

WITH STRUCTURAL DRAWINGS.

9. CONTRACTOR TO FIELD VERIFY DIMENSIONAL LOCATION OF EXISTING STAIRS AND RELATED OPENINGS. NOTE THAT A MINIMUM 3'-0" CLEARANCE IS REQUIRED AT THE STAIR LANDING FOR EACH FLOOR. SHOULD FIELD VERIFICATION RESULT IN NEED TO MODIFY DESIGN, CONTRACTOR SHALL

PRESENT POTENTIAL DESIGN MODIFICATIONS TO THE OWNER FOR REVIEW AND APPROVAL.

10. AFTER STRUCTURAL SLAB REPAIRS AND INFILLS ARE COMPLETE, INSTALL TOPPING SLABS PER THE ESTIMATED QUANTITIES INDICATED ON OVERALL FLOOR PLANS. PROVIDE LEVEL FLOOR THAT IS COMPATIBLE WITH THE FLOORING MANUFACTURERS REQUIREMENTS FOR

UNDERLAYMENT.

11. DIMENSIONS AT NEW CONSTRUCTION ARE SHOWN TO FINISH FACE OF METAL STUD PARTITIONS AND FINISH FACE OF CMU UNLESS NOTED

OTHERWISE.

12. WHERE ADJACENT, FINISH FACE OF NEW CONSTRUCTION TO BE FLUSH WITH FINISH FACE OF EXISTING CONSTRUCTION TO REMAIN, UNLESS

NOTED OTHERWISE.

13. REFER TO A-601 FOR PARTITION DETAILS AND A-620 FOR WINDOW TYPES.

14. INTERIOR FACE OF EXISTING EXTERIOR MASONRY BACK-UP WALL ON ALL FLOORS TO BE SEALED WITH CLOSED-CELL SPRAY FOAM INSULATION

AIR BARRIER ON METAL LATH, R-25 MINIMUM THICKNESS, UNLESS NOTED OTHERWISE. SPRAY FOAM TO BE FULLY ENCLOSED WITHIN GYP

ASSEMBLY, IF EXPOSED, SPRAY FOAM TO RECEIVE INTUMESCENT PROTECTIVE COATING.

15. IN ALL ROOMS WITH MILLWORK, THE SPECIFIED FLOORING IS TO BE INSTALLED UNDER THE MILLWORK, UNLESS NOTED OTHERWISE. SEE INTERIOR

FINISH PLANS.

STRUCTURAL CMU

04 8 16268

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

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1/8" = 1'-0"C1

SUB-BASEMENT OVERALL PLAN

SB ROOM SCHEDULE

Number Name Area (SF)

LCS10 TOILET 52

LCS11 TOILET 52

LE-S-1 ELEVATOR 1 66

LE-S-2 ELEVATOR 2 87

LS01a PLUMBING

ROOM

VESTIBULE

LS01b PLUMBING 554

LS02 ELECTRICAL 464

LS03 MECHANICAL 878

LS04 VENDING

AREA

LS05 TELECOM 77

LS06 JANITOR

CLOSET

LS07 STORAGE 42

LS09 VESTIBULE -

LOB02

LS10 VESTIBULE 155

LS-S-1 STAIR 1 99

LS-S-2 STAIR 2 45

LS-S-3 ROOF

ACCESS

STAIR 3

LS-S-4 CHC STAIR 4 101

SB ROOM SCHEDULE

Number Name Area (SF)

LCS01 CLINIC

PHARMACY -

PHOD1

LCS001 CIRCULATION 701

LCS02 RECEPTION 59

LCS002 EXIT

PASSAGE

LCS03 AED -

RCA01

LCS003 CIRCULATION 529

LCS04 WAITING

ROOM -

WRC01

LCS04b KIOSK -

CLSC1

LCS05 HEARING

BOOTH -

PEHS2

LCS06 WHEELCHAIR

ALCOVE

LCS07 EYE VISION

SCREENING

DISPENSING -

EYVS1

LCS08 EYE LANE -

EYEL1

LCS09 STORAGE 100

SB ROOM SCHEDULE

Number Name Area (SF)

LB01 STAFF

SUPPORT

LB001a BARBER SHOP 2,235

LB001b STORAGE 29

LB001c PLUMBING

CLEAN OUT

ROOM

LB001d AIR/VAC 70

LB001e BARBER

STORAGE

LB001f APRON &

COAT HOOKS

LB002 CHECK-IN

KIOSKS

LB003 BEAUTY SHOP 552

LB004 OFFICE 105

LB005 STAFF

LOUNGE

LB006 WOMEN'S

ROOM

LB007 MEN'S ROOM 52

LB008 MIXING 48

LB009 LAUNDRY 75

LB010 BEAUTY

STORAGE

FLOOR LEVELING QUANTITIES

NON-TERRAZZO @ 3/4" 2,135 SF 133.4375 CF

TERRAZZO @ 1" 6,271 SF 522.583 CF

TRUNK ROOMS & MEP SPACES W/ POLISHED CONCRETE

ARE EXCLUDED FROM FLOOR LEVELING TABLE.

NOTE: REPLACE SEALANT JOINT AT ENTIRE

BUILDING PERIMETER AT GRADE LEVEL. REMOVE

SURFACES AND MATERIALS AT GRADE AS

REQUIRED TO ACCESS EXISTING SEALANT JOINT

TO BE REPLACED. SEE CIVIL / LANDSCAPE

DRAWINGS.

REF.

D W

FEC

FEC

x1 x2 x3 x4 x5 x6 x7 xG xG' xJ xK xL

A1

A-430

A1

A-440

TOILET

LCS11

TOILET

LCS10

EYE LANE - EYEL1

LCS08

HEARING BOOTH -

PEHS2

LCS05

TELECOM

LS05

STORAGE

LS07

VESTIBULE -

LOB02

LS09

ELEVATOR 1

LE-S-1

STAIR 2

LS-S-2

JANITOR CLOSET

LS06

ELEVATOR 2

LE-S-2

CHC STAIR 4

LS-S-4

CIRCULATION

LCS003

CIRCULATION

LCS003

CIRCULATION

LCS001

MECHANICAL

LS03

EYE VISION

SCREENING

DISPENSING -

EYVS1

LCS07

STORAGE

LCS09

VENDING AREA

LS04

VESTIBULE

LS10

ROOF ACCESS

STAIR 3

LS-S-3

WHEELCHAIR

ALCOVE

LCS06

BEAUTY

STORAGE

LB010

LAUNDRY

LB009

MEN'S ROOM

LB007

WOMEN'S ROOM

LB006

STAFF SUPPORT

LB01

BEAUTY SHOP

LB003

OFFICE

LB004

STAFF LOUNGE

LB005

CHECK-IN KIOSKS

LB002

MIXING

LB008

L C

S

L S

L S

L E

-S -2

LB003.1

LB004

L B

.1

E X

L B

.2

L B

L B

LB010.1

LB009

L B

.2

LB008

L S

L S

LE-S-1

L S

-S -2

LS0.1

L C

S

L C

S

L C

S

L C

S

L S

.3

A7

A-432

A5

A-432

VIF

14' - 0"

VIF

4' - 6"

VIF

8' - 6"

VIF

9' - 5"

VIF

3' - 7"

VIF

13' - 0"

VIF

3' - 7"

VIF

9' - 5"

VIF

13' - 0"

I

A-620

G4AA- G4AAG4AAG4AA

F3- F3F3F3

F4P- F4PF4PF4P

G4- G4G4G4

G4A- G4AG4AG4A G4A- G4AG4AG4A

G4A- G4AG4AG4A

G4A- G4AG4AG4A

G4A- G4AG4AG4A

G4A- G4AG4AG4A

G4A- G4AG4AG4A

G4A- G4AG4AG4A

G4A- G4AG4AG4AG4A- G4AG4AG4A

G4A- G4AG4AG4A

G4A- G4AG4AG4A

G4A- G4AG4AG4A

G4A- G4AG4AG4A

G6A- G6AG6AG6A G4A- G4AG4AG4A

G4A- G4AG4AG4A

F4- F4F4F4

F4- F4F4F4

G4A1 G4AG4AG4A

M6PBS M6PBM6PBM6PB M6PBS M6PBM6PBM6PB

M6PBS M6PBM6PBM6PB

M6PBS M6PBM6PBM6PB

F4- F4F4F4

G4A- G4AG4AG4A

G4A- G4AG4AG4A M8G- M8GM8GM8G

F6- F6F6F6

S31 S3S3S3 G4A1 G4AG4AG4A

G4A- G4AG4AG4A

G4A- G4AG4AG4A

F4- F4F4F4

EX03

L S

-S -3

A-455

C1

M6P2 M6PM6PM6P

A-453

A1

A-413

C4

E8

C1

A-414

A8

A3

A-413

A4

A-413 E6

LB002

A-413

A8

A-413 E1E4 x2A x3A x5A x6A

G6- G6G6G6

G4A- G4AG4AG4A

G4A- G4AG4AG4A

F4- F4F4F4

A-455

A1

A-454

C1 A-454

A1

A-414 C1

A-612 D5

F4- F4F4F4

A-414C1

C4

L B

.2

M8P2 M8PM8PM8P

A-616

A6

L S

A-421

D5

A-421

F8

F3

F5F1

D1

A-452

A-452

D6

G4AA- G4AAG4AAG4AA

G4AA- G4AAG4AAG4AA

T2- T2T2T2

C6

A-404

A-413

A1

C8

C6 A-414

C3

C9

A-703

UP

ALIGN

ALIGN

ALIGN

A L

IG

N

ALIGN

A L

IG

N

TA-18

(A5145)

TA-18

(A5145)

TA-18

(A5145)

TA-18

(A5145)

TA-18

(A5145)

TA-18

(A5145)

TA-18

(A5145)

TA-18

(A5145)

TA-18

(A5145)

F3- F3F3F3

A-402

A8

/4

/4

/2

C

L E

A R

23' - 4" 3' - 7 3/4" VIF 3' - 8"

9"

5' - 11 1/2" 7"

VIF

2' - 6 1/2" 5' - 7 1/2" 7' - 1 1/4" 8' - 1 1/4" 1' - 5" 3' - 6"

/2

V

IF

V

IF

/2

4' - 2"

9 1/2"

3' - 8" 2' - 3" 4' - 7 3/4" 3' - 4 3/4" 5' - 8" 3' - 11 1/4" 4' - 7 1/4"

VIF

3' - 9 1/4"

13' - 0 1/2"

/4

C L R

/2

/2

/4

/4

V

IF

/4

/2

VIF

1' - 6 1/2"

3' - 11" 2' - 3" 1' - 8" 2' - 3" 3' - 6"

7' - 2" 5' - 6 1/4" 8' - 6 1/4" 2' - 11 3/4"

1' - 0 1/4" 12' - 1" VIF

/2

/2

/4

V

IF

1' - 3"

VIF

3' - 10 1/4"

VIF

6' - 0 1/2"

ALIGN

1' - 1 3/4"

ALIGN

2' - 7 1/2" 3' - 6 1/2"

1' - 1"

6' - 8 1/4"

ALIGN

R1R1

5"

ALIGN

FACE

OF GWB

VIF

K.6

OPP

-22' - 0"

-20' - 6"

M6P- M6PM6PM6PM6P- M6PM6PM6P

ALIGN

/2

/2

A-560

A1

SIM

A-560

C1

SIM

A-560

A1

SIM

A-560

A1

SIM

LE-S-3

BUILDING WIDE

INTERIORDIMEN

SION STRINGS

START POINT

12' - 4 3/4" VIF

/4

/4

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V

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27' - 3 3/4"

FACE

OF GWB

2' - 2"

ALIGN

1' - 1 1/4"

/4

ALIGN

ALIGN

ALIGN

/2

/4

ALIGN

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V

IF

M6P2 M6PM6PM6P

L B

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METERING

8484 84 84 84

G6191. G6191.

FEC

x8 x10x9 x11 x12 x13 x14 xG xG' xJ xK xL

A1

A-440

PLUMBING CLEAN

OUT ROOM

LB001c

PLUMBING

LS01b

VESTIBULE -

LOB02

LS09

CIRCULATION

LCS001

STAIR 1

LS-S-1

CLINIC

PHARMACY -

PHOD1

LCS01

EXIT PASSAGE

LCS002

ELECTRICAL

LS02

RECEPTION

LCS02

VESTIBULE

LS10

AED -

RCA01

LCS03

BARBER SHOP

LB001a

APRON & COAT

HOOKS

LB001f

BARBER

STORAGE

LB001e

AIR/VAC

LB001d

15 SF

KIOSK -

CLSC1

STORAGE

LB001b

LS01.1

L B

.3

L B

.5

LB001.6

LS0.2

LS02

L S

-S -1

L C

S

L C

S

E X

VIF

3' - 10"

VIF

9' - 2"

VIF

9' - 5"

VIF

3' - 7"

VIF

13' - 0"

VIF

3' - 7"

VIF

9' - 5"

VIF

8' - 6"

VIF

4' - 6"

VIF

14' - 0"

N

A-620 C7

G6A- G6AG6AG6A

G4A- G4AG4AG4A M6P1 M6PM6PM6P

M6P1 M6PM6PM6P

G4S1 G4SG4SG4S

G4- G4G4G4

G4S1 G4SG4SG4S

G4AA- G4AAG4AAG4AA

F4- F4F4F4

M6PB1 M6PBM6PBM6PBM6PB1 M6PBM6PBM6PB

M6PB2 M6PBM6PBM6PB

M6PBS M6PBM6PBM6PB

M6PBS M6PBM6PBM6PB

M6PBS M6PBM6PBM6PB

F4- F4F4F4F4- F4F4F4

F4P- F4PF4PF4P

F4P- F4PF4PF4P

G4S1 G4SG4SG4S

M6PB2 M6PBM6PBM6PB

F4- F4F4F4F4- F4F4F4

F4- F4F4F4F4- F4F4F4

G4A- G4AG4AG4A

G4- G4G4G4

G4A- G4AG4AG4A

M6PBS M6PBM6PBM6PB

EX02

L B

.4

A-421A2

A-421

A7

A5

A-421D7

LB001.1

x8A x9A x11A x12A

A-415

C7

M6P2 M6PM6PM6P

M6PB2 M6PBM6PBM6PB

G6A- G6AG6AG6A

M6PBS M6PBM6PBM6PB

G4A- G4AG4AG4A

F4A- F4AF4AF4A

F4A- F4AF4AF4A

M M

A-451

A7

L C

S

L S

.2

LB001.2

A7

A-615

G4S1 G4SG4SG4S

G4A- G4AG4AG4A

NEW CENTRAL HAIR

CLIPPER VACUUM

SYSTEM (x3)

SEE SPECIFICATION

SECTION 11 81 19

'VACUUM CLEANING

SYSTEMS' FOR

REQUIRMENTS

A-616

A6

L S

M6PB2 M6PBM6PBM6PB

C7

C4

C1

D9

C1

F4P- F4PF4PF4P

A-415

A1

A-414

E1

A L

IG

N

TA-18

(A5145)

QTY: 9

TA-18

(A5145)

QTY: 6

TA-18

(A5145)

QTY: 8

TA-18

(A5145)

QTY: 4

HOOKS AT THIS

LOCATION

MOUNTED AT

4'-0" AFF

TA-18

(A5145)

TA-18

(A5145)

TA-18

(A5145)

QTY: 6 QTY: 6 QTY: 6

/2

C L R

/4

V

IF

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

ALIGN

26' - 3 1/2"

CLR

5' - 0" 1' - 6 3/4"

CLR

3' - 0 3/4"

2' - 1" 4' - 1"

CLR

6' - 4 1/2"

CLR

6' - 4 1/2" 5' - 9" 5' - 3" 2' - 4 3/4"

6' - 8 1/4" VIF

V

IF

/4

/4

14' - 9"

ALIGN

R1

R1

ALIGN

ALIGN

ALIGN

/4

/4

V

IF

ALIGN

/2

/4

/4

/4

CLR

5' - 10"

27' - 2 3/4"

ALIGN

ALIGN

5' - 10 1/4" VIF 2' - 8" VIF

/4

52' - 11" 6' - 9 3/4" 8' - 4 1/4" VIF

1' - 6" CLR

/2

2' - 10 3/4" 12' - 6"

PLUMBING PIT

WITH STEEL

PLATED HATCH

SEE STRU

DRAWINGS

C L R

F1

A-540

F3P- F3PF3PF3P

/2

/2

K.6

/4

ALIGN

M8G2 M8GM8GM8GM8G2 M8GM8GM8G

WALL PANELS

A-620

C2

/2

/2

A-590

G4 F3- F3F3F3

ALIGN WITH FACE OF WALL

ALONG CIRCULATION LCS001

ACROSS DRAWING MATCH LINE

ALIGN

F3P- F3PF3PF3P

/2

V

IF

/2

FIRE RATED OVERHEAD COILING DOORS

FULL WIDTH/HEIGHT OF WINDOW OPENING

SEE SPEC 08 33 23

1' - 0"

ALL HSS WITHIN WALLS

TO BE FIREPROOFED

WITH INTUMESCENT

PAINT, TYP.

F3- F3F3F3

F3- F3F3F3

F3- F3F3F3

7"

4"

02 4 8134

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A-201 C1

A-202 C1

A-204 C1 x1 x2 x3 x4 x5 x6 x7 x8 x10x9 x11 x12 x13 x14 xG xG' xJ xK xL

B6

A-311

B6

A-310

A1

A-314

A1

A-312

LE-B-1

B1

A-311

B1

A-310

A1

A-313

LS-B-2

LS-B-1

LB001

LC004

LC020

LC018

LC019

L001a L001a

LC12c

LC015aLC015b

LC030

LC002

LC040

LC007

LC003

LC039LC037LC035LC033LC031

LC006

LC032 LC034

LC036 LC038

LC01c

LE-B-2

LC028b

LC023

LC025

LC01d

LC027

LC03

LC03 LC02

LC02

LC011a

LS-B-4

LC005

LC011b

LC02

LC010

LC008

LC009

LC024

LC026

LC021

LC016

LC017 LC012a

LC01b

LC012b

LC013

LC029

LC028a

/A1 A-100BA /A1 A-100BB

LC001

LC01a

LC022

x2A x3A x5A x6A x8A x9A x11A x12A 18' - 6" 17' - 11" 20' - 2" 18' - 7" 20' - 8" 18' - 7" 20' - 2" 17' - 11" 18' - 6"

L001b

EX04

LC014

LS-B-3

14' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 14' - 0"

K.6

V

IF

/2

V

IF

/2

V .I

.F

V .I

.F

V .I

.F

/2

/2

14' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 14' - 0"

A-203 C1

WALL TYPE LEGEND

EXISTING WALL TO REMAIN

FLOOR PLAN NOTES:

EXISTING 2-HOUR STRUCTURE

TO REMAIN

METAL STUD PARTITION

SMOKE RATED CMU PARTITION

1-HOUR PARTITION

(AS SHOW IN OVERALL PLANS)

2-HOUR BARRIER

(AS SHOW IN OVERALL PLANS)

1. ALL OPENINGS, INCLUDING BUT NOT LIMITED TO MECHANICAL, PLUMBING, FIRE PROTECTION, TELECOM, AND ELECTRICAL, ARE TO BE FIRE STOPPED AT EACH RATED CONSTRUCTION ASSEMBLY THROUGH PENETRATION BOTH NEW AND EXISTING, INCLUDING EXISTING SLAB, AS REQUIRED BY APPLICABLE CODES, LISTED ON LP001. AT EXISTING 2HR CONCRETE RATED WALLS TO REMAIN, PROVIDE UL APPROVED

FIRESTOPPING AT ALL EXISTING AND NEW PENETRATIONS.

2. PROVIDE 3/4" GYPSUM PLASTER WRAP AT EACH EXISTING CONCRETE COLUMN ON ALL FLOORS TO PROVIDE ADDITIONAL 1/2HR PROTECTION.

3. ALL PLASTER TO EXTEND 6" ABOVE FINISHED CEILING HEIGHT.

4. COVER ALL EXISTING EXPOSED STRUCTURAL-CONCRETE WALLS AT STAIR, ELEVATOR ENCLOSURES, AND FOUNDATION WALLS WITH 3/4" GYPSUM

PLASTER (ALIGNED WITH ADJACENT NEW CMU FACE-OF-PLASTER) AFTER ALL REQUIRED STRUCTURAL REPAIRS TO FACE OF CONCRETE ARE

COMPLETE.

5. PROVIDE BLOCKING IN WALL FOR SUPPORT OF CASEWORK, COUNTER SUPPORTS & BRACKETS, RESTROOM ACCESSORIES, TOILET PARTITIONS, SIGNAGE, FURNITURE COMPONENTS, ETC.

6. COORDINATE DOOR LOCATIONS WITH DOOR CLOSER REQUIREMENTS AND MAGNETIC DOOR HOLD OPEN DEVICES UNLESS NOTED OTHERWISE.

7. DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS.

8. CONTRACTOR TO COORDINATE PLUMBING, HVAC, ELECTRICAL, WITH EXISTING AND NEW FLOOR PENETRATIONS. EXISTING PENETRATIONS TO BE

FILLED AND NEW ONES ARE TO BE CORE DRILLED. EXISTING PENETRATIONS ARE TO BE REUSED WHERE POSSIBLE. COORDINATE ALL OPENINGS

WITH STRUCTURAL DRAWINGS.

9. CONTRACTOR TO FIELD VERIFY DIMENSIONAL LOCATION OF EXISTING STAIRS AND RELATED OPENINGS. NOTE THAT A MINIMUM 3'-0" CLEARANCE IS REQUIRED AT THE STAIR LANDING FOR EACH FLOOR. SHOULD FIELD VERIFICATION RESULT IN NEED TO MODIFY DESIGN, CONTRACTOR SHALL

PRESENT POTENTIAL DESIGN MODIFICATIONS TO THE OWNER FOR REVIEW AND APPROVAL.

10. AFTER STRUCTURAL SLAB REPAIRS AND INFILLS ARE COMPLETE, INSTALL TOPPING SLABS PER THE ESTIMATED QUANTITIES INDICATED ON OVERALL FLOOR PLANS. PROVIDE LEVEL FLOOR THAT IS COMPATIBLE WITH THE FLOORING MANUFACTURERS REQUIREMENTS FOR

UNDERLAYMENT.

11. DIMENSIONS AT NEW CONSTRUCTION ARE SHOWN TO FINISH FACE OF METAL STUD PARTITIONS AND FINISH FACE OF CMU UNLESS NOTED

OTHERWISE.

12. WHERE ADJACENT, FINISH FACE OF NEW CONSTRUCTION TO BE FLUSH WITH FINISH FACE OF EXISTING CONSTRUCTION TO REMAIN, UNLESS

NOTED OTHERWISE.

13. REFER TO A-601 FOR PARTITION DETAILS AND A-620 FOR WINDOW TYPES.

14. INTERIOR FACE OF EXISTING EXTERIOR MASONRY BACK-UP WALL ON ALL FLOORS TO BE SEALED WITH CLOSED-CELL SPRAY FOAM INSULATION

AIR BARRIER ON METAL LATH, R-25 MINIMUM THICKNESS, UNLESS NOTED OTHERWISE. SPRAY FOAM TO BE FULLY ENCLOSED WITHIN GYP

ASSEMBLY, IF EXPOSED, SPRAY FOAM TO RECEIVE INTUMESCENT PROTECTIVE COATING.

15. IN ALL ROOMS WITH MILLWORK, THE SPECIFIED FLOORING IS TO BE INSTALLED UNDER THE MILLWORK, UNLESS NOTED OTHERWISE. SEE INTERIOR

FINISH PLANS.

STRUCTURAL CMU

04 8 16268

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1/8" = 1'-0"C1

BASEMENT OVERALL PLAN

FLOOR LEVELING QUANTITIES

NON-TERRAZZO @ 3/4" 5,444 SF 340.25 CF

TERRAZZO @ 1" 2,771 SF 230.916 CF

TRUNK ROOMS & MEP SPACES W/ POLISHED CONCRETE

ARE EXCLUDED FROM FLOOR LEVELING TABLE.

NOTE: REPLACE SEALANT JOINT AT ENTIRE

BUILDING PERIMETER AT GRADE LEVEL. REMOVE

SURFACES AND MATERIALS AT GRADE AS

REQUIRED TO ACCESS EXISTING SEALANT JOINT

FEC

x1 x2 x3 x4 x5 x6 x7 xG xG' xJ xK xL

A1

A-430

ELEV. 1

LE-B-1

STAIR 2

LS-B-2

STAFF TOILET -

TLTU1

LC020

STAFF LOUNGE -

SL001

LC018

OFFICE TBI

RESEARCH

ANALYST - OFA05

LC019

MECHANICAL

L001a

COPY SUPPLY

RPR01

LC12c

BLOOD DRAW -

LBVP1

LC015a

LABORATORY -

LBPC1

LC015b

WAITING

ANCILLARY

SERVICES

LC01c

ELEVATOR 2

LE-B-2

OBSERVATION /

HYDRATION -

OOHR1

LC028b

OFFICE NCOIC /

CNOC - OFA05

LC023

OFFICE CARE

COORDINATOR-

OFA04

LC025

WAITING ROOM

LC01d

EVS

JANC1

LC027

CIRCULATION

LC03

CIRCULATION

LC03

CHC STAIR 4

LS-B-4

OFFICE OIC/CHIEF

- OFA04

LC024

CONFERENCE

ROOM - CRA01

LC026

OFFICE CARE

COORDINATOR -

OFA04

LC021

AED -

RCA01

LC016

SPECIMEN TOILET

- TLTU1

LC017

RECEPTION

LC012a

11 SF

KIOSK

APPOINTMENT

CLERK

LC012b

WHEELCHAIR

ALCOVE - SRLW1

LC013

TREATMENT/IMMUNIZATION

- TRGM1/OPIR1

LC029

NURSE STATION -

NSTA1

LC028a

L C

.2

LC012.1

L .1

LC014

LC01.1

L E

-B -2

L C

L C

L S

-B -2

.1

L C

L C

L C

L C

LC024

L C

L C

LC022

LC021

LC020

LC019

L001.2

L C

A7

A-432

A5

A-432

14' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0"

/2

/2

H

G4A- G4AG4AG4A

F3- F3F3F3

F4- F4F4F4

F3- F3F3F3

G4AAL- G4AALG4AALG4AAL

G6A- G6AG6AG6A

S3P2 S3PS3PS3P

G4A1 G4AG4AG4A

G4A- G4AG4AG4A

G4A- G4AG4AG4A

G4A- G4AG4AG4A

G4A- G4AG4AG4A

F3- F3F3F3

F3- F3F3F3

G4A- G4AG4AG4A G6A- G6AG6AG6A

G6AAL- G6AALG6AALG6AAL

G6AA- G6AAG6AAG6AA

G4A- G4AG4AG4A

G4A- G4AG4AG4A

G6AAL- G6AALG6AALG6AAL

G4A1 G4AG4AG4A

G4A- G4AG4AG4A

G4A1 G4AG4AG4A

G4A2 G4AG4AG4A

G4A- G4AG4AG4A

PASS-

THROUGH

WINDOW

A-422

E5

A-424 C8

C5

CADET SURGEON

- OFA04

LC022

A-453

E1

A-423E8

C7

A-423 A8

A-424 x2A x3A x5A x6A

18' - 6" 17' - 11" 20' - 2" 18' - 7"

ELEVATOR

MACHINE ROOM

L001b

G4A2 G4AG4AG4A

A-455

A4

B7

A-430

A-454

E3 TOILET

TLTU1

LC014

CIRCULATION

L101g

LOBBY

LC01a

A-454

E1

A-451

A4

C1

L001.3

F1

F8

/2

/4

/2

/4

/4

/4

/4

V

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/4

V

IF

10' - 0 1/4" VIF 5' - 0" CLR

9 1/2" VIF

1' - 1" 19' - 10" 4' - 10" 6' - 9 3/4" 6' - 7 1/4" 3' - 3" 8' - 11"

13' - 3 1/4" 5' - 7 1/2" 3' - 8" 3' - 3 3/4" 5' - 11 1/4" 2' - 5 3/4" 3' - 10" 11 1/4" 5' - 0" 7' - 8"

VIF / CENTER WALLS ON HSS

11' - 5 3/4" 14' - 2 3/4"

VIF / CENTER WALLS ON HSS

12' - 11 3/4"

V

IF

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

V

IF

/4

/4

/2

/2

V

IF

/4

V

IF

VIF

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

/4

/2

/2

V

IF

A8

A-590

K

4' - 6 1/4"

A-407

A5

LE-B-1

A5

A3

A1

C2

C5

E2

F5

A-422

A7

A-422C2

G6AAL- G6AALG6AALG6AAL

A-406

D4

8' - 0" CLR

PASS-

THROUGH

WINDOW

G4A- G4AG4AG4A

G4A2 G4AG4AG4A

G4A- G4AG4AG4A

G4A- G4AG4AG4A

A-452

D4

GWS-1- GWS-1GWS-1GWS-1

GWS-1- GWS-1GWS-1GWS-1

GWS-1- GWS-1GWS-1GWS-1

A-407

A1

C6

A-404

LOCATE

ENCLOSURE AS

REQ'D TO COVER

BASEPLATE

A L

IG

N

A2

C8

A-422 E8

A-620

F5

(2

E Q

G L

A S

S P

A N

E L S

A7

A-590

A-590

F4

E X

ALL HSS WITHIN WALLS

TO BE FIREPROOFED

WITH INTUMESCENT

PAINT, TYP.

/4

/2

/2

/4

A L

IG

NA

L

IG

N

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

6 3/4"

2' - 4 1/4"

ROOF ACCESS

STAIR 3

LS-B-3

10"8"

/4

3' - 0 1/2" 3' - 2 1/4"

3' - 4 1/2"1

/4

3' - 7 1/4" 3' - 11 3/4"

/4

LS-B-2.2

F1- F1F1F1

G4A- G4AG4AG4A

F4- F4F4F4

F3- F3F3F3

F3- F3F3F3

F3- F3F3F3

F3- F3F3F3

F3- F3F3F3 F4- F4F4F4 F4- F4F4F4

F4- F4F4F4

F4- F4F4F4 F4- F4F4F4

M8G2 M8GM8GM8G

F3- F3F3F3 F3- F3F3F3

A L

IG

N

ALIGN

F3- F3F3F3

F3- F3F3F3

G4A1 G4AG4AG4A 2' - 5 1/4"

A L

IG

N

ALIGN

ALIGN

C L

R

/4

V

IF

G6AAL- G6AALG6AALG6AAL

F6-L- F6-LF6-LF6-L

48" HIGH W/ SST CAP

G4A- G4AG4AG4A

9 1/2"

FACE OF

COLUMN

(2

E Q

U A

L

K.6

14' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0"

F2A-L- F2A-LF2A-LF2A-L

A-560

A1 A-560

C1

A-560

A1

SIM

G6AA- G6AAG6AAG6AA

UP

UP

UP

BUILDING WIDE

DIMENSION

STRINGS START

POINT

5' - 9 1/2"

G4A- G4AG4AG4A

G6A- G6AG6AG6A

G4A- G4AG4AG4A

G4A- G4AG4AG4A

G4A- G4AG4AG4AG4A- G4AG4AG4A

G4A- G4AG4AG4A

G4A- G4AG4AG4A

G4A- G4AG4AG4A

F3- F3F3F3

G4A- G4AG4AG4A

S31 S3S3S3

G6A- G6AG6AG6A

F4- F4F4F4

G4A- G4AG4AG4A

G4A1 G4AG4AG4A

G4A- G4AG4AG4A

G4A- G4AG4AG4A

ALIGN

/4

/2

1 1 1 1 1

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

US Army Corps of Engineers ®

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7/22/2021 12:07:45 PM

A-100BA

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BASEMENT FLOOR PLAN - PART A

ALIGN

ALIGN

NOTE:

FEATHER IN THE FRP

(SEE STRUCT DWGS.)

TO THE ADJACENT

SLAB TO PROVIDE

ADEQUATELY LEVELED

SLAB FOR FLOORING

UNDERLAYMENT.

METERING

F E

C x8 x10x9 x11 x12 x13 x14 xG xG' xJ xK xL

STAIR 1

LS-B-1 ELECTRICAL

LC004

MECHANICAL

L001a

COPY SUPPLY

RPR01

LC12c

SCREENING /

TRIAGE ROOM

EXRG4

LC030

STAFF TOILET -

TLTU1

LC002

TEAM ROOM 1 -

WKTM1

LC040

PATIENT TOILET -

TLTU1

LC007

EQUIPMENT

STORAGE - SRE01

LC003

EXAM ROOM

EXRG1

LC039

EXAM ROOM

EXRG1

LC037

EXAM ROOM

EXRG1

LC035

EXAM ROOM

EXRG1

LC033

EXAM ROOM

EXRG1

LC031

CLEAN - UCCL1

LC006

SCREENING /

TRIAGE ROOM

EXRG4

LC032

SPECIALTY ROOM

EXRG1

LC034

EXAM ROOM

EXRG1

LC036

EXAM ROOM

EXRG1

LC038

WAITING ROOM

LC01d

CIRCULATION

LC02

ISOLATION

EXRG6

LC011a

TEAM ROOM 2 -

WKTM1

LC005

TOILET

TLTU1

LC011b

CIRCULATION

LC02

HEIGHT /

WEIGHT

LC010

CONSULT

(BH/NUTRITION)

OFDC2

LC008

SOILED LINEN -

USCL1

LC009

RECEPTION

LC012a

LC006

LC003

L C

LC001

LC004

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LC01.2

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L C

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L C

L C

L C

L C

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L C

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LC007

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F4- F4F4F4

G4AA- G4AAG4AAG4AA F3- F3F3F3

G4A- G4AG4AG4A

G4AA- G4AAG4AAG4AA

G6AA- G6AAG6AAG6AA

G6A- G6AG6AG6A

G4AA1 G4AAG4AAG4AA

M6P1 M6PM6PM6P

M6P1 M6PM6PM6P

G4A- G4AG4AG4A

F4- F4F4F4

G4AA- G4AAG4AAG4AA

G4AA- G4AAG4AAG4AA

M6P1 M6PM6PM6PG4AA- G4AAG4AAG4AA

G4A- G4AG4AG4A

F3- F3F3F3

F3- F3F3F3

G4A- G4AG4AG4A

G6AA- G6AAG6AAG6AA

G4AA- G4AAG4AAG4AA G4AA- G4AAG4AAG4AA

G4AA- G4AAG4AAG4AA

G4AA- G4AAG4AAG4AA

G4A1 G4AG4AG4A

G4AA- G4AAG4AAG4AA

G4AA- G4AAG4AAG4AA

G4AA- G4AAG4AAG4AAG4AA- G4AAG4AAG4AA G4AA- G4AAG4AAG4AA G4AA- G4AAG4AAG4AA G4AA- G4AAG4AAG4AA G4AA- G4AAG4AAG4AA

G4A- G4AG4AG4A

G4AA- G4AAG4AAG4AA G4AA- G4AAG4AAG4AA G4AA- G4AAG4AAG4AA G4AA- G4AAG4AAG4AA

G4A- G4AG4AG4A

A-422

E5

LC005

A-426

C8

A-426

D8

A-426

F8

A-426 A1 x8A x9A x11A x12A

18' - 7" 20' - 2" 17' - 11" 18' - 6"

A-425

A8

A-450

A5

A8

A6

A3

C6

C3

C1

D6

D3

D1

F6

A7

A-615

/2

C L R

/4

C L R

9' - 2 1/2" 4' - 1" 3' - 8" 9' - 4" 13' - 0" 13' - 0" 13' - 3 1/4"

CLR

5' - 0"

4' - 3 1/4" 5' - 4 1/4" 3' - 7 3/4" 4' - 1 1/4" 8' - 10 3/4" 9' - 4 1/4" 3' - 7 3/4" 4' - 1" 8' - 11 1/4" 9' - 4" 3' - 8" 5' - 8 1/4"

/4

K

A-406

A2

A-406

A6

F3

F1

A-422

A7

A-422

A-425

A-425 A5

TEAM ROOM 3-4 -

WKTM1

LC001

G4AA1 G4AAG4AAG4AA

F4- F4F4F4

A-406

D6

/4

/4

/4

/2

/2

/4

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A2

C8

A3

A-425

C2

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A-620

F5

/4

/4

A-423 E6

ALL HSS WITHIN WALLS

TO BE FIREPROOFED

WITH INTUMESCENT

PAINT, TYP.

2' - 0"

3' - 1 1/4" 3' - 4"

/4

/2

1' - 8 1/2"

1' - 0" 2' - 8"

G4A1 G4AG4AG4A

S31 S3S3S3

2' - 10"

F4- F4F4F4

G41 G4G4G4

S31 S3S3S3

G4A1 G4AG4AG4A

ALIGN

F3- F3F3F3

G4A1 G4AG4AG4A

F3- F3F3F3

G4A- G4AG4AG4A

F3- F3F3F3

G4A- G4AG4AG4A

F3- F3F3F3

F3- F3F3F3

G4A- G4AG4AG4A

G4A- G4AG4AG4A

F3- F3F3F3

F3- F3F3F3

F4- F4F4F4F4- F4F4F4F4- F4F4F4

F4- F4F4F4

F4- F4F4F4 F3- F3F3F3

G4A- G4AG4AG4A

F3- F3F3F3

G4A- G4AG4AG4A

G4A- G4AG4AG4A

F4- F4F4F4

F3- F3F3F3

F3- F3F3F3

A L

IG

N

A L

IG

N

A L

IG

N

/4

ALIGN ALIGN

12' - 0"

/2

A L

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1' - 10 1/4"

K.6

/2

/2

LC02

CIRCULATION

LC02

A-560

D1

A-560

D1

A-560

D1

G4A1 G4AG4AG4A

9' - 1" 9' - 11 3/4" 1' - 6 1/4" 14' - 8" 4' - 1 1/4"

G6AA- G6AAG6AAG6AA

G4AA- G4AAG4AAG4AA

G6- G6G6G6 G4AA- G4AAG4AAG4AA

5' - 1 1/2" 3' - 6" 4' - 1" 8' - 11" 9' - 4 1/4" 3' - 8" 4' - 1" 8' - 11 1/4" 9' - 4 1/2"

G6AA- G6AAG6AAG6AA G6AA- G6AAG6AAG6AA

G6AA- G6AAG6AAG6AA

G6AA- G6AAG6AAG6AA

G6AA- G6AAG6AAG6AA

G4AA- G4AAG4AAG4AA

G4AA- G4AAG4AAG4AA

1 1 1 1 1 1

02 4 8134

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

US Army Corps of Engineers ®

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BIM 360://US-USACE-F5Y69202-Lee & Sherman Barracks Renovation/LB-81721A-18-CENTRAL.rvt

7/22/2021 12:08:24 PM

A-100BB

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BASEMENT FLOOR PLAN - PART B

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NOTE:

FEATHER IN THE FRP

(SEE STRUCT DWGS.)

TO THE ADJACENT

SLAB TO PROVIDE

ADEQUATELY LEVELED

SLAB FOR FLOORING

UNDERLAYMENT.

FECFEC

A-201 C1

A-203 C1

A-202 C1

A-204 C1 x1 x2 x3 x4 x5 x6 x7 x8 x10x9 x11 x12 x13 x14 xG xG' xJ xK xL

L110A

LE-1-1

LS-1-2

L108 L107

L103 LS-1-1 L102

L100

B6

A-311

B6

A-310

A1

A-314

A1

A-312

B1

A-311

B1

A-310

L113

A1

A-313

A-612 A1

A-612 D7

L111

L110B

L109 L101a

L101b

L104

L105L106

/A1 A-101A /A1 A-101B

14' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 14' - 0"

L100

L114

L112

L115

14' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 14' - 0"

WALL TYPE LEGEND

EXISTING WALL TO REMAIN

FLOOR PLAN NOTES:

EXISTING 2-HOUR STRUCTURE

TO REMAIN

METAL STUD PARTITION

SMOKE RATED CMU PARTITION

1-HOUR PARTITION

(AS SHOW IN OVERALL PLANS)

2-HOUR BARRIER

(AS SHOW IN OVERALL PLANS)

1. ALL OPENINGS, INCLUDING BUT NOT LIMITED TO MECHANICAL, PLUMBING, FIRE PROTECTION, TELECOM, AND ELECTRICAL, ARE TO BE FIRE STOPPED AT EACH RATED CONSTRUCTION ASSEMBLY THROUGH PENETRATION BOTH NEW AND EXISTING, INCLUDING EXISTING SLAB, AS REQUIRED BY APPLICABLE CODES, LISTED ON LP001. AT EXISTING 2HR CONCRETE RATED WALLS TO REMAIN, PROVIDE UL APPROVED

FIRESTOPPING AT ALL EXISTING AND NEW PENETRATIONS.

2. PROVIDE 3/4" GYPSUM PLASTER WRAP AT EACH EXISTING CONCRETE COLUMN ON ALL FLOORS TO PROVIDE ADDITIONAL 1/2HR PROTECTION.

3. ALL PLASTER TO EXTEND 6" ABOVE FINISHED CEILING HEIGHT.

4. COVER ALL EXISTING EXPOSED STRUCTURAL-CONCRETE WALLS AT STAIR, ELEVATOR ENCLOSURES, AND FOUNDATION WALLS WITH 3/4" GYPSUM

PLASTER (ALIGNED WITH ADJACENT NEW CMU FACE-OF-PLASTER) AFTER ALL REQUIRED STRUCTURAL REPAIRS TO FACE OF CONCRETE ARE

COMPLETE.

5. PROVIDE BLOCKING IN WALL FOR SUPPORT OF CASEWORK, COUNTER SUPPORTS & BRACKETS, RESTROOM ACCESSORIES, TOILET PARTITIONS, SIGNAGE, FURNITURE COMPONENTS, ETC.

6. COORDINATE DOOR LOCATIONS WITH DOOR CLOSER REQUIREMENTS AND MAGNETIC DOOR HOLD OPEN DEVICES UNLESS NOTED OTHERWISE.

7. DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS.

8. CONTRACTOR TO COORDINATE PLUMBING, HVAC, ELECTRICAL, WITH EXISTING AND NEW FLOOR PENETRATIONS. EXISTING PENETRATIONS TO BE

FILLED AND NEW ONES ARE TO BE CORE DRILLED. EXISTING PENETRATIONS ARE TO BE REUSED WHERE POSSIBLE. COORDINATE ALL OPENINGS

WITH STRUCTURAL DRAWINGS.

9. CONTRACTOR TO FIELD VERIFY DIMENSIONAL LOCATION OF EXISTING STAIRS AND RELATED OPENINGS. NOTE THAT A MINIMUM 3'-0" CLEARANCE IS REQUIRED AT THE STAIR LANDING FOR EACH FLOOR. SHOULD FIELD VERIFICATION RESULT IN NEED TO MODIFY DESIGN, CONTRACTOR SHALL

PRESENT POTENTIAL DESIGN MODIFICATIONS TO THE OWNER FOR REVIEW AND APPROVAL.

10. AFTER STRUCTURAL SLAB REPAIRS AND INFILLS ARE COMPLETE, INSTALL TOPPING SLABS PER THE ESTIMATED QUANTITIES INDICATED ON OVERALL FLOOR PLANS. PROVIDE LEVEL FLOOR THAT IS COMPATIBLE WITH THE FLOORING MANUFACTURERS REQUIREMENTS FOR

UNDERLAYMENT.

11. DIMENSIONS AT NEW CONSTRUCTION ARE SHOWN TO FINISH FACE OF METAL STUD PARTITIONS AND FINISH FACE OF CMU UNLESS NOTED

OTHERWISE.

12. WHERE ADJACENT, FINISH FACE OF NEW CONSTRUCTION TO BE FLUSH WITH FINISH FACE OF EXISTING CONSTRUCTION TO REMAIN, UNLESS

NOTED OTHERWISE.

13. REFER TO A-601 FOR PARTITION DETAILS AND A-620 FOR WINDOW TYPES.

14. INTERIOR FACE OF EXISTING EXTERIOR MASONRY BACK-UP WALL ON ALL FLOORS TO BE SEALED WITH CLOSED-CELL SPRAY FOAM INSULATION

AIR BARRIER ON METAL LATH, R-25 MINIMUM THICKNESS, UNLESS NOTED OTHERWISE. SPRAY FOAM TO BE FULLY ENCLOSED WITHIN GYP

ASSEMBLY, IF EXPOSED, SPRAY FOAM TO RECEIVE INTUMESCENT PROTECTIVE COATING.

15. IN ALL ROOMS WITH MILLWORK, THE SPECIFIED FLOORING IS TO BE INSTALLED UNDER THE MILLWORK, UNLESS NOTED OTHERWISE. SEE INTERIOR

FINISH PLANS.

STRUCTURAL CMU

04 8 16268

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

US Army Corps of Engineers ®

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7/22/2021 12:08:51 PM

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FIRST FLOOR OVERALL PLAN

TRUNK ROOM EQUIPMENT SCHEDULE

Room Room Name Type Mark Equipment Type Type Size Count

L111 TRUNK ROOM GL-1 Storage Locker Trunk Room: Gear Locker, See Spec 10 51 13

3'-0" x 2'-0" x 6'-0" 44

L111 TRUNK ROOM SH1 Trunk Room Open Shelves 6ft: Trunk Room Open Shelves 6ft

6'-4" x 2'-7" x 6'-0" 7

L114 TRUNK ROOM GL-1 Storage Locker Trunk Room: Gear Locker, See Spec 10 51 13

3'-0" x 2'-0" x 6'-0" 86

L114 TRUNK ROOM SH1 Trunk Room Open Shelves 6ft: Trunk Room Open Shelves 6ft

6'-4" x 2'-7" x 6'-0" 10

FLOOR LEVELING QUANTITIES

NON-TERRAZZO @ 3/4" 4,464 SF 279 CF

TERRAZZO @ 1" 1,631 SF 135.916 CF

TRUNK ROOMS & MEP SPACES W/ POLISHED CONCRETE

ARE EXCLUDED FROM FLOOR LEVELING TABLE.

NOTE: REPLACE SEALANT JOINT AT ENTIRE

BUILDING PERIMETER AT GRADE LEVEL. REMOVE

SURFACES AND MATERIALS AT GRADE AS

REQUIRED TO ACCESS EXISTING SEALANT JOINT

x1 x2 x3 x4 x5 x6 x7 xG xG' xJ xK xL

A1

A-430

MAIN TELECOM -

CHC

L110A

ELEV.

LE-1-1

STAIR 2

LS-1-2

VESTIBULE

L108 STORAGE

L107

CORRIDOR

L100

A1

A-440

A-612 A1

A-612 D7

L

L

L

L .1

L .1

LS-1-2.1

L

L

L109.2

A7

A-432

A5

A-432

MAIN TELECOM -

CADET

L110B

EQUIPMENT

CLEANING AREA

L109

TRUNK ROOM

L111

WOMEN'S ROOM

L106

M8PB2 M8PBM8PBM8PB

M8PBS M8PBM8PBM8PB

M8PB1 M8PBM8PBM8PB

F4P- F4PF4PF4P

F4P- F4PF4PF4P

M8PB1 M8PBM8PBM8PB F3P- F3PF3PF3P M6PBS M6PBM6PBM6PB

F6P- F6PF6PF6P

M6PB2 M6PBM6PBM6PB

G4A- G4AG4AG4A

M6P2 M6PM6PM6PM6PB2 M6PBM6PBM6PB

M8PB2 M8PBM8PBM8PB

M8PS M8PM8PM8P

F3P- F3PF3PF3P

M8PBS M8PBM8PBM8PB

F3- F3F3F3

F4P- F4PF4PF4P F4P- F4PF4PF4P

F3- F3F3F3

S32 S3S3S3

M62 M6M6M6

M8PB1 M8PBM8PBM8PB

G4- G4G4G4

L110.2

GL-1

GL-1

GL-1

GL-1

GL-1

GL-1

GL-1

GL-1

GL-1

GL-1

GL-1

GL-1

GL-1

GL-1

GL-1

GL-1 GL-1 GL-1

GL-1GL-1

GL-1 GL-1

GL-1GL-1

GL-1 GL-1

SH1 SH1 SH1

GL-1

GL-1

GL-1

GL-1

GL-1 GL-1

GL-1

GL-1

GL-1

SH1

SH1

SH1

GL-1

GL-1

GL-1

GL-1

GL-1

GL-1

SH1

GL-1 GL-1

GL-1

ELEVATOR

MACHINE ROOM

L112

SH1

CADET VENDING

AREA

L115

SH1

SH1

A-455

C4

B7

A-430

A-454

E1

A-451

C7

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2' - 1 3/4" 10' - 10"

VIF

12' - 4" 4' - 2" 30' - 6" 9' - 4"

1' - 0"

6' - 0" 22' - 0" 15' - 2 1/4" 4' - 0" 3' - 1 1/4" 14' - 4 1/2"

/4

/2

V

IF

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F4- F4F4F4

D1

A-452

TA-18

(A5145)

TA-18

(A5145)

TA-18

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A-703A1

A-703C1

A-402

C6

MECHANICAL QUICK CONNECT

SEE MECH DWGS

DB-4

R4

A-614

A3 A-530

F1

LS-1-2.2

(5)

(5)

(7)

SCULLERY SINK

SEE PLUMB

12' - 6 1/2" 10' - 10 1/4"

DN

9 1/2"

M8PB1 M8PBM8PBM8PB

S31 S3S3S3

M8PB2 M8PBM8PBM8PB

LE-1-1

NEW RAMP

K.6

A-404

F1

R5 R5

/2

1' - 4 1/4"

/2

/2

14' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0"

ALIGN

BUILDING WIDE

DIMENSION

STRINGS START

POINT

C L R

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x8 x10x9 x11 x12 x13 x14 xG xG' xJ xK xL

VESTIBULE

L103

STAIR 1

LS-1-1

ELEC.

L102

CORRIDOR

L100

JANITOR'S

OFFICE

L101b

JANITORS BREAK

ROOM

L101a

TRUNK ROOM

L114

TAC SUPPORT

L113

MEN'S ROOM

L105

STORAGE

L104

A1

A-440

L .2

L101.1

L102

L .2

L

LS-1-1

L104

L

L .1

L

F3P- F3PF3PF3P

M6PBS M6PBM6PBM6PB

F3P- F3PF3PF3P

M4P- M4PM4PM4P

M6PB2 M6PBM6PBM6PB

P1- P1P1P1

F3- F3F3F3

F3- F3F3F3

F4- F4F4F4

M8PBS M8PBM8PBM8PB

M6PB2 M6PBM6PBM6PB

F6P- F6PF6PF6P

M8PBS M8PBM8PBM8PB

M8PBS M8PBM8PBM8PB

M8PBS M8PBM8PBM8PB

M8PB1 M8PBM8PBM8PB

M8PB2 M8PBM8PBM8PB

F3P- F3PF3PF3P

G4- G4G4G4

F4- F4F4F4

F4- F4F4F4

GL-1

GL-1

GL-1

GL-1

GL-1

GL-1

GL-1

GL-1

GL-1

GL-1

GL-1

GL-1GL-1

GL-1GL-1

GL-1

GL-1

SH1 SH1SH1 SH1SH1 SH1 SH1 SH1

GL-1 GL-1 GL-1GL-1 GL-1 GL-1 GL-1GL-1GL-1 GL-1

GL-1GL-1

GL-1GL-1

GL-1GL-1

GL-1GL-1

GL-1GL-1

GL-1GL-1

GL-1GL-1

GL-1GL-1

GL-1GL-1

GL-1GL-1

GL-1GL-1

GL-1GL-1

GL-1GL-1

GL-1GL-1

GL-1GL-1

GL-1GL-1

GL-1

GL-1

GL-1

GL-1

GL-1

GL-1

GL-1

GL-1

GL-1

GL-1

GL-1

GL-1

GL-1

GL-1

GL-1

GL-1 GL-1

GL-1 GL-1

GL-1

GL-1 GL-1

SH1

GL-1

SH1

GL-1 GL-1 GL-1

A-410

C5

SH1

SH1

SH1

A-450

C8

10' - 4" 58' - 9 3/4" 8"

20' - 0" 10' - 0" 14' - 6" 25' - 8" 3' - 3 3/4"

A-402

C6

/4

A-703A1

A-703C1

V

IF

/4

M62 M6M6M6

S42 S4S4S4

VIF

6' - 11"

DB-4

M6PB2 M6PBM6PBM6PB

M6P2 M6PM6PM6P

F3P- F3PF3PF3P

7 1/4"

/4

/4

/4

M8P1 M8PM8PM8P

K.6

R5 R5

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

ALL HSS WITHIN WALLS

TO BE FIREPROOFED

WITH INTUMESCENT

PAINT, TYP.

13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 14' - 0"

/2

/2

A-560

C3

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FIRST FLOOR PLAN - PART B

FWC

S3

A-201 C1

A-203 C1

A-202 C1

A-204 C1 x1 x2 x3 x4 x5 x6 x7 x8 x10x9 x11 x12 x13 x14 xG xG' xJ xK xL

L2001

L201LS-2-1

L202

L203

L205

L208

L206

L2015

LE-2-1

LS-2-2

L2014 L2013 L2012 L2011 L2010 L2009 L2008 L2007 L2006 L2005 L2004 L2003 L2002

L200

B6

A-311

B6

A-310

A1

A-314

A1

A-312

L204

B1

A-311

B1

A-310

A1

A-313

/A1 A-102A /A1 A-102B

14' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 14' - 0"

LS207

14' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 14' - 0"

WALL TYPE LEGEND

EXISTING WALL TO REMAIN

FLOOR PLAN NOTES:

EXISTING 2-HOUR STRUCTURE

TO REMAIN

METAL STUD PARTITION

SMOKE RATED CMU PARTITION

1-HOUR PARTITION

(AS SHOW IN OVERALL PLANS)

2-HOUR BARRIER

(AS SHOW IN OVERALL PLANS)

1. ALL OPENINGS, INCLUDING BUT NOT LIMITED TO MECHANICAL, PLUMBING, FIRE PROTECTION, TELECOM, AND ELECTRICAL, ARE TO BE FIRE STOPPED AT EACH RATED CONSTRUCTION ASSEMBLY THROUGH PENETRATION BOTH NEW AND EXISTING, INCLUDING EXISTING SLAB, AS REQUIRED BY APPLICABLE CODES, LISTED ON LP001. AT EXISTING 2HR CONCRETE RATED WALLS TO REMAIN, PROVIDE UL APPROVED

FIRESTOPPING AT ALL EXISTING AND NEW PENETRATIONS.

2. PROVIDE 3/4" GYPSUM PLASTER WRAP AT EACH EXISTING CONCRETE COLUMN ON ALL FLOORS TO PROVIDE ADDITIONAL 1/2HR PROTECTION.

3. ALL PLASTER TO EXTEND 6" ABOVE FINISHED CEILING HEIGHT.

4. COVER ALL EXISTING EXPOSED STRUCTURAL-CONCRETE WALLS AT STAIR, ELEVATOR ENCLOSURES, AND FOUNDATION WALLS WITH 3/4" GYPSUM

PLASTER (ALIGNED WITH ADJACENT NEW CMU FACE-OF-PLASTER) AFTER ALL REQUIRED STRUCTURAL REPAIRS TO FACE OF CONCRETE ARE

COMPLETE.

5. PROVIDE BLOCKING IN WALL FOR SUPPORT OF CASEWORK, COUNTER SUPPORTS & BRACKETS, RESTROOM ACCESSORIES, TOILET PARTITIONS, SIGNAGE, FURNITURE COMPONENTS, ETC.

6. COORDINATE DOOR LOCATIONS WITH DOOR CLOSER REQUIREMENTS AND MAGNETIC DOOR HOLD OPEN DEVICES UNLESS NOTED OTHERWISE.

7. DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS.

8. CONTRACTOR TO COORDINATE PLUMBING, HVAC, ELECTRICAL, WITH EXISTING AND NEW FLOOR PENETRATIONS. EXISTING PENETRATIONS TO BE

FILLED AND NEW ONES ARE TO BE CORE DRILLED. EXISTING PENETRATIONS ARE TO BE REUSED WHERE POSSIBLE. COORDINATE ALL OPENINGS

WITH STRUCTURAL DRAWINGS.

9. CONTRACTOR TO FIELD VERIFY DIMENSIONAL LOCATION OF EXISTING STAIRS AND RELATED OPENINGS. NOTE THAT A MINIMUM 3'-0" CLEARANCE IS REQUIRED AT THE STAIR LANDING FOR EACH FLOOR. SHOULD FIELD VERIFICATION RESULT IN NEED TO MODIFY DESIGN, CONTRACTOR SHALL

PRESENT POTENTIAL DESIGN MODIFICATIONS TO THE OWNER FOR REVIEW AND APPROVAL.

10. AFTER STRUCTURAL SLAB REPAIRS AND INFILLS ARE COMPLETE, INSTALL TOPPING SLABS PER THE ESTIMATED QUANTITIES INDICATED ON OVERALL FLOOR PLANS. PROVIDE LEVEL FLOOR THAT IS COMPATIBLE WITH THE FLOORING MANUFACTURERS REQUIREMENTS FOR

UNDERLAYMENT.

11. DIMENSIONS AT NEW CONSTRUCTION ARE SHOWN TO FINISH FACE OF METAL STUD PARTITIONS AND FINISH FACE OF CMU UNLESS NOTED

OTHERWISE.

12. WHERE ADJACENT, FINISH FACE OF NEW CONSTRUCTION TO BE FLUSH WITH FINISH FACE OF EXISTING CONSTRUCTION TO REMAIN, UNLESS

NOTED OTHERWISE.

13. REFER TO A-601 FOR PARTITION DETAILS AND A-620 FOR WINDOW TYPES.

14. INTERIOR FACE OF EXISTING EXTERIOR MASONRY BACK-UP WALL ON ALL FLOORS TO BE SEALED WITH CLOSED-CELL SPRAY FOAM INSULATION

AIR BARRIER ON METAL LATH, R-25 MINIMUM THICKNESS, UNLESS NOTED OTHERWISE. SPRAY FOAM TO BE FULLY ENCLOSED WITHIN GYP

ASSEMBLY, IF EXPOSED, SPRAY FOAM TO RECEIVE INTUMESCENT PROTECTIVE COATING.

15. IN ALL ROOMS WITH MILLWORK, THE SPECIFIED FLOORING IS TO BE INSTALLED UNDER THE MILLWORK, UNLESS NOTED OTHERWISE. SEE INTERIOR

FINISH PLANS.

STRUCTURAL CMU

04 8 16268

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

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SECOND FLOOR OVERALL PLAN

FLOOR LEVELING QUANTITIES

NON-TERRAZZO @ 3/4" 1,132 SF 70.75 CF

TERRAZZO @ 1" 7,113 SF 592.75 CF

TRUNK ROOMS & MEP SPACES W/ POLISHED CONCRETE

ARE EXCLUDED FROM FLOOR LEVELING TABLE.

CADET ROOM SCHEDULE - SECOND FLOOR

ROOM

NUMBER DRAWING LOCATION

L2007 SEE DRAWING: A1/A-400 - ENLARGED PLAN - SPECIALTY ROOM

L2008 SEE DRAWING: A1/A-400 - ENLARGED PLAN - SPECIALTY ROOM

L2009 SEE DRAWING: A1/A-400 - ENLARGED PLAN - SPECIALTY ROOM

L2003 SEE DRAWING: A3/A-400 - ENLARGED PLAN - TYPICAL CADET ROOMS

L2004 SEE DRAWING: A3/A-400 - ENLARGED PLAN - TYPICAL CADET ROOMS

L2005 SEE DRAWING: A3/A-400 - ENLARGED PLAN - TYPICAL CADET ROOMS

L2006 SEE DRAWING: A3/A-400 - ENLARGED PLAN - TYPICAL CADET ROOMS

L2010 SEE DRAWING: A3/A-400 - ENLARGED PLAN - TYPICAL CADET ROOMS

L2011 SEE DRAWING: A3/A-400 - ENLARGED PLAN - TYPICAL CADET ROOMS

L2012 SEE DRAWING: A3/A-400 - ENLARGED PLAN - TYPICAL CADET ROOMS

L2013 SEE DRAWING: A3/A-400 - ENLARGED PLAN - TYPICAL CADET ROOMS

L2002 SEE DRAWING: A7/A-400 - ENLARGED PLAN - CORNER CADET ROOM

L2014 SEE DRAWING: A7/A-400 - ENLARGED PLAN - CORNER CADET ROOM

L2015 SEE DRAWING: A7/A-400 - ENLARGED PLAN - CORNER CADET ROOM FOR SIMILAR

CONDITION AND E2/A-560 - PLAN DETAIL - SOUTH CADET ROOM CHASE

L2001 SEE DRAWING: A7/A-400 - ENLARGED PLAN - CORNER CADET ROOM FOR SIMILAR

CONDITION AND E6/A-560 - PLAN DETAIL - NORTH CADET ROOM CHASE

xG xG' xJ xK xL

A1

A-430

COLLABORATION

ROOM

L205

MEN'S ROOM

L208

TELECOM

L206

CADET ROOM

L2015

ELEV.

LE-2-1

STAIR 2

LS-2-2

CADET ROOM

L2014

CADET ROOM

L2013

CADET ROOM

L2012

CADET ROOM

(ABA)

L2011

CADET ROOM

L2010

TAC

L2009

CORRIDOR

L200

A-402

E1

A-454

E1

L

L

L

L

L

L

L

L .1

M8PBS M8PBM8PBM8PB

M8PBS M8PBM8PBM8PB

M8PBS M8PBM8PBM8PB

M8PBS M8PBM8PBM8PBM4P- M4PM4PM4P

F6P- F6PF6PF6P

F6P- F6PF6PF6P

M4P- M4PM4PM4P

F4P- F4PF4PF4P F4P- F4PF4PF4P F4P- F4PF4PF4P F4P- F4PF4PF4PF4P- F4PF4PF4P

M8PBS M8PBM8PBM8PBM8PBS M8PBM8PBM8PB M8PBS M8PBM8PBM8PB M8PBS M8PBM8PBM8PB M8PBS M8PBM8PBM8PB

F4P- F4PF4PF4PF4P- F4PF4PF4P

M8PBS M8PBM8PBM8PB

F4P- F4PF4PF4P

M8PS M8PM8PM8P

F6P- F6PF6PF6P F6P- F6PF6PF6P

M4PS M4PM4PM4P

M4PS M4PM4PM4P

A5

A-432

S32 S3S3S3

F6P- F6PF6PF6P

G6- G6G6G6

M4P- M4PM4PM4P

M4PS M4PM4PM4P

M4PS M4PM4PM4P

M4PS M4PM4PM4P

M4PS M4PM4PM4P

F6P- F6PF6PF6P

F4P- F4PF4PF4P

F6P- F6PF6PF6P

ABA TOILET

ROOM

LS207

A-451

C4

F

L

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L206

M3PS M3PM3PM3P M8PBS M8PBM8PBM8PB

B7

A-430

L S

-2 -2

8"6' - 5" 7' - 0 1/4" 9" 20' - 2" 5' - 8 3/4" 8' - 3 1/2" 6' - 2 1/2" 9' - 5 1/4" 2' - 1 1/4" 6' - 0" 6' - 11 1/2" 6' - 0"

OVERHEAD COILING

SMOKE CURTAIN

LE-2-1

A-620

C9

A-412

D7

DB-4 DB-3

A-560

E5

11' - 2 3/4"

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DB-1

A-560

E3

12' - 9"

/4

WR-2B WR-2B

A-560

A5

TYP.

A-560

A5

TYP.

A-560

A7

SIM.

A-560

A7

SIM.

A-560

A7

SIM.

A-401

A6

14' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0"

M6P2 M6PM6PM6P

F4- F4F4F4

M6P2 M6PM6PM6P

S3P2 S3PS3PS3PS3P2 S3PS3PS3PS3P2 S3PS3PS3P

G4A- G4AG4AG4A

F4- F4F4F4 S

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A-402

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SECOND FLOOR PLAN - PART A

xG xG' xJ xK xL

CADET ROOM

L2001

ELEC.

L201

STAIR 1

LS-2-1

WOMEN'S ROOM

L202LAUNDRY

L203

TAC

L2008

TAC

L2007

CADET ROOM

L2006

CADET ROOM

L2005

CADET ROOM

L2004

CADET ROOM

L2003

CADET ROOM

L2002

JANITOR

L204

CORRIDOR

L200

COLLABORATION

ROOM

L205

A-450

C5

A-402

C2

L201

L

L

L

L

L

L204

L

L .2

F6P- F6PF6PF6P F4P- F4PF4PF4P

M8PS M8PM8PM8P

M8PBS M8PBM8PBM8PB

M8PBS M8PBM8PBM8PB

M8PBS M8PBM8PBM8PB

F4P- F4PF4PF4PF4P- F4PF4PF4P

M8PBS M8PBM8PBM8PB M8PBS M8PBM8PBM8PB

F4P- F4PF4PF4PF4P- F4PF4PF4P

M8PBS M8PBM8PBM8PB M8PBS M8PBM8PBM8PB

F4P- F4PF4PF4PF4P- F4PF4PF4P

F6P- F6PF6PF6P

M4P- M4PM4PM4P

M4P- M4PM4PM4P

M8PBS M8PBM8PBM8PB

S32 S3S3S3S32 S3S3S3

F6P- F6PF6PF6P

M6PB1 M6PBM6PBM6PB

F4PS F4PF4PF4P

M8PBS M8PBM8PBM8PB

M8PBS M8PBM8PBM8PB

M4PS M4PM4PM4P

M4PS M4PM4PM4P

M4PS M4PM4PM4P

M4PS M4PM4PM4P

M4PS M4PM4PM4P

M4PS M4PM4PM4P

M4PS M4PM4PM4P

M4PS M4PM4PM4P

F4P- F4PF4PF4P

F6P- F6PF6PF6P

M6PB1 M6PBM6PBM6PB

M6P- M6PM6PM6P

M6P- M6PM6PM6P

M6P1 M6PM6PM6P

M4P- M4PM4PM4P

F6P- F6PF6PF6P F4P- F4PF4PF4P

M6P1 M6PM6PM6P

S3P2 S3PS3PS3P

F6P- F6PF6PF6P

F6P- F6PF6PF6P

F

A-412

A7

F F

L

8" 5' - 4" 2' - 4" 5' - 4" 5' - 4" 6' - 4 1/4" 3' - 10" 3' - 1 1/2" 4' - 6 1/4" 4' - 2 1/2" 4' - 6" 25' - 8 1/4" 7' - 1 1/2" 6' - 5 1/2"

C L

R

V

IF

/4

/2

8' - 8 1/2"

/4

/4

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

L S

-2 -1

L

L

L

DB-4

DB-1

A-410 C1

S

IM

A-412

C7

AP

TA-30

(A5135)

DB-2

/4

F3P- F3PF3PF3P

F4- F4F4F4

6' - 7 1/2"

"G3AS G3AG3AG3A

9 1/2" 11' - 11 1/2"

A-560

A5

TYP.

A-560

A5

TYP.

A-560

A7

SIM.

A-560

A7

SIM.

A-560

A7

SIM.

A-401

A6 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 14' - 0"

V

IF

A L

IG

N

/4

S H

A F

T O

P E

N

IN

G

/2

SHAFT OPENING

11' - 3"

1' - 10"

2' - 0"

SHAFT OPENING

6' - 7"

S H

A F

T O

P E

N

IN

G

/2

2' - 2 1/2"

1' - 8 1/2" VIF

13' - 0" 12' - 4 1/4" 13' - 8" 12' - 4 1/4" 13' - 8" 12' - 4 1/4"

A-560

D8

TYP.

A-560

E6

SIM.

02 4 8134

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

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

File Path:

Plot Date:

M A

R K

D E

S C

R

IP

T

IO

N

NORTH

PART BKEY PLAN

J K

J K

E W

E W

BIM 360://US-USACE-F5Y69202-Lee & Sherman Barracks Renovation/LB-81721A-18-CENTRAL.rvt

7/22/2021 12:10:18 PM

A-102B

LEE

S E

C O

N D

F L O

O R

P L A

N

P A

R T

B

W E

S T

P O

IN

T

N

Y

N E

W Y

O R

K D

IS

T

R

IC

T F

E D

E R

A L P

L A

Z A

N

E W

Y O

R K

N

Y

J

U L Y

W D

S D

RTA SUBMISSION

L E

E B

A R

R A

C K

S

W D

S F

P N

SECOND FLOOR PLAN - PART B

FECFEC

A-201 C1

A-203 C1

A-202 C1

A-204 C1 x1 x2 x3 x4 x5 x6 x7 x8 x10x9 x11 x12 x13 x14 xG xG' xJ xK xL

L3001

L301LS-3-1

L302

L304

L305aL3015

LS-3-2

LE-3-1

L3016 L3014 L3013 L3012 L3011 L3010 L3008 L3007 L3006 L3005 L3004 L3003 L3002

L300

B6

A-311

B6

A-310

A1

A-314

A1

A-312

B1

A-311

B1

A-310

L3009

L307 L306 L303

L305b

A1

A-313

L308

/A1 A-103A /A1 A-103B

14' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 14' - 0"

14' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 14' - 0"

WALL TYPE LEGEND

EXISTING WALL TO REMAIN

FLOOR PLAN NOTES:

EXISTING 2-HOUR STRUCTURE

TO REMAIN

METAL STUD PARTITION

SMOKE RATED CMU PARTITION

1-HOUR PARTITION

(AS SHOW IN OVERALL PLANS)

2-HOUR BARRIER

(AS SHOW IN OVERALL PLANS)

1. ALL OPENINGS, INCLUDING BUT NOT LIMITED TO MECHANICAL, PLUMBING, FIRE PROTECTION, TELECOM, AND ELECTRICAL, ARE TO BE FIRE STOPPED AT EACH RATED CONSTRUCTION ASSEMBLY THROUGH PENETRATION BOTH NEW AND EXISTING, INCLUDING EXISTING SLAB, AS REQUIRED BY APPLICABLE CODES, LISTED ON LP001. AT EXISTING 2HR CONCRETE RATED WALLS TO REMAIN, PROVIDE UL APPROVED

FIRESTOPPING AT ALL EXISTING AND NEW PENETRATIONS.

2. PROVIDE 3/4" GYPSUM PLASTER WRAP AT EACH EXISTING CONCRETE COLUMN ON ALL FLOORS TO PROVIDE ADDITIONAL 1/2HR PROTECTION.

3. ALL PLASTER TO EXTEND 6" ABOVE FINISHED CEILING HEIGHT.

4. COVER ALL EXISTING EXPOSED STRUCTURAL-CONCRETE WALLS AT STAIR, ELEVATOR ENCLOSURES, AND FOUNDATION WALLS WITH 3/4" GYPSUM

PLASTER (ALIGNED WITH ADJACENT NEW CMU FACE-OF-PLASTER) AFTER ALL REQUIRED STRUCTURAL REPAIRS TO FACE OF CONCRETE ARE

COMPLETE.

5. PROVIDE BLOCKING IN WALL FOR SUPPORT OF CASEWORK, COUNTER SUPPORTS & BRACKETS, RESTROOM ACCESSORIES, TOILET PARTITIONS, SIGNAGE, FURNITURE COMPONENTS, ETC.

6. COORDINATE DOOR LOCATIONS WITH DOOR CLOSER REQUIREMENTS AND MAGNETIC DOOR HOLD OPEN DEVICES UNLESS NOTED OTHERWISE.

7. DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS.

8. CONTRACTOR TO COORDINATE PLUMBING, HVAC, ELECTRICAL, WITH EXISTING AND NEW FLOOR PENETRATIONS. EXISTING PENETRATIONS TO BE

FILLED AND NEW ONES ARE TO BE CORE DRILLED. EXISTING PENETRATIONS ARE TO BE REUSED WHERE POSSIBLE. COORDINATE ALL OPENINGS

WITH STRUCTURAL DRAWINGS.

9. CONTRACTOR TO FIELD VERIFY DIMENSIONAL LOCATION OF EXISTING STAIRS AND RELATED OPENINGS. NOTE THAT A MINIMUM 3'-0" CLEARANCE IS REQUIRED AT THE STAIR LANDING FOR EACH FLOOR. SHOULD FIELD VERIFICATION RESULT IN NEED TO MODIFY DESIGN, CONTRACTOR SHALL

PRESENT POTENTIAL DESIGN MODIFICATIONS TO THE OWNER FOR REVIEW AND APPROVAL.

10. AFTER STRUCTURAL…