AAFES 1367-23-000002 PDF Set Full Solicitation Drawings.pdf

Room name

101A ROOM NUMBER

101 DOOR NUMBER

A1.1

A1.1

WALL SECTION / SECTION DETAIL

A1.1

ENLARGED DETAIL

INTERIOR ELEVATION

ELEVATION REFERENCE

DETAIL NUMBER

SHEET NUMBER

DETAIL NUMBER

SHEET NUMBER

ELEVATION NUMBER

SHEET WHERE DRAWN

A WINDOW TAG

DEMOLITION REFERENCE NOTE

REFERENCE NOTE1

TOILET ACCESSORY REFERENCE NOTEA

G3.B.2 WALL TAG

A1.11

EXTERIOR ELEVATION

ELEVATION NUMBER

SHEET WHERE DRAWN

North

NORTH ARROW

? KEYNOTE INDICATION 04A01

000 EQUIPMENT TAG

F01 FINISH TAG

T

R

S

L

IC

E NSE D A

JARUS

TI

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C E

SI

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E O IF

NIL

O

K. JONES

001-022279 T

E CHANGE

ECIVRESEGNAHCXEECROFRIA&YMRA

TM

600 West Main Street Suite 2 Post Office Box 820 Illinois Design Firm License Number 184-002661

618 457 5709 Fax 618 457 5638 Carbondale, Illinois 62901 a Hafer Company

AR

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IT

EC

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c h.

m ic ha el b oh ns ac k

DESIGN BY:

CHECKED BY:

APPROVED:

RECOMMENDED:

PROJECT:

ARMY & AIR FORCE EXCHANGE SERVICE

DEPARTMENTS OF THE ARMY & AIR FORCE

DRAWING TITLE:

SHEET NO:

DRAWING PROJECT NO.

DATE: SCALE:

OF

RE-C

REAL ESTATE DIRECTORATE

DATE

DATE

KEYPLAN:

DATE

SEAL:

CONSULTANT:

REVISION N0. & DESCRIPTION BY

ARCHITECT:

LICENSE

EXPIRATION DATE

CURRENT DATE

Project Team Index of Drawings Drawing Symbols

Base Location Map

Area Location Map Site Location Map/ Haul Route

CONVERT GAME STOP TO PANERA BREAD CONCEPT - TO GO

Ft . Drum, Fort Drum, New York

AAFES PN: 1367-23-000002

PANERA STORE # 2477_2023

July 28, 2023 For Solicitation

ARCHITECT

MECHANICAL/ ELECTRICAL ENGINEERS

600 West Main Street Suite 2 Post Office Box 820 Illinois Design Firm License Number 184-002661

618 457 5709 Fax 618 457 5638 Carbondale, Illinois 62901 a Hafer Company

07/28/2023

11/30/2024

12" = 1'-0"July 28, 2023

T-100 1367-23-000002

COVER

CONVERT GAME

STOP TO PANERA

BREAD CONCEPT -

TO GO

Ft. Drum, New York

N/A

SHEET INDEX

Sheet

Number Sheet Name Current Revision

GENERAL

T-100 COVER

T-1.01 GENERAL INFORMATION SHEET

T-1.02 REFERENCE FLOOR PLAN AND LIFE SAFETY PLAN

T-1.03 PHASING FLOOR PLAN

DEMOLITION

D-1.01 DEMOLITION FLOOR PLAN

D-1.02 DEMOLITION FLOOR SLAB PLAN

D-6.01 DEMOLITION INTERIOR ELEVATIONS

D-7.01 DEMOLITION REFLECTED CEILING PLAN

ARCHITECTURAL

A-1.01 ARCHITECTURAL FLOOR PLAN

A-1.02 FLOOR SLAB PLAN

A-5.01 ROOF PLAN

A-6.01 INTERIOR ELEVATIONS - PANERA 1

A-6.02 INTERIOR ELEVATIONS - GAME STOP

A-6.03 CASEWORK SECTIONS, SCHEDULES & DETAILS, 3D VIEWS 1

A-7.01 REFLECTED CEILING PLAN 1

A-8.01 DOOR SCHEDULE, ELEVATIONS AND DETAILS

A-9.01 FINISH FLOOR PLAN & MATERIAL SCHEDULE 1

FS-1.01 EQUIPMENT PLAN 1

FS-1.02 EQUIPMENT SCHEDULE 1

PLUMBING

PD-1.01 DEMOLITION FLOOR PLAN - PLUMBING

P-1.01 FLOOR PLAN - PLUMBING

P-2.01 SYMBOLS AND SCHEDULES - PLUMBING

FIRE PROTECTION

FP-1.01 FLOOR PLANS - FIRE PROTECTION

FA-0.01 SYMBOLS, SCHEDULES AND GENERAL NOTES - FIRE ALARM

FAD-1.01 DEMOLITION FLOOR PLAN - FIRE ALARM

FA-1.01 FLOOR PLANS - FIRE ALARM

MECHANICAL

MD-1.01 DEMOLITION FLOOR PLAN - MECHANICAL

M-1.01 FLOOR PLAN - MECHANICAL

M-2.01 SYMBOLS AND SCHEDULES - MECHANICAL

ELECTRICAL

E-0.01 SYMBOLS, SCHEDULES AND GENERAL NOTES - ELECTRICAL

ED-1.01 DEMOLITION FLOOR PLAN - LIGHTING

ED-2.01 DEMOLITION FLOOR PLAN - POWER

E-1.01 FLOOR PLAN - LIGHTING

E-2.01 FLOOR PLAN - POWER

E-3.00 RISER DIAGRAM AND SCHEDULES - ELECTRICAL

Sheet Count: 35

PROJECT SITE PROJECT SITE

2S2S

2H2H

1S1S

1H1H

SSSS

SS

E2SE2S

E2HE2H

E1SE1S

E1HE1H

ESSESS

ESES

DEMO LETTER DEFINITIONS

A SITEWORK

B CONCRETE WORK

C MASONRY

D METALS

E WOOD & PLASTICS

F THERMAL & MOISTURE PROTECTION

G DOORS & WINDOWS

H FINISHES

J SPECIALTIES

K EQUIPMENT

L FURNISHINGS

M SPECIAL CONSTRUCTION

N CONVEYING SYSTEMS

O MECHANICAL

P ELECTRICAL

RATED PARTITION LEGEND:

SMOKE TIGHT WALL UP TO FLOOR OR ROOF DECK

ABOVE (SEALED PERIMETER AND PENETRATIONS)

1-HOUR FIRE BARRIER WALL UP TO FLOOR OR ROOF

DECK ABOVE. (FIRE DAMPERS, 45 MIN. LABELED

DOORS AND FRAMES, FIRE CAULK PENETRATIONS)

2-HOUR FIRE BARRIER WALL UP TO FLOOR OR ROOF

DECK ABOVE. (FIRE DAMPERS, 90 MIN. LABELED

DOORS AND FRAMES, FIRE CAULK PENETRATIONS)

SMOKE BARRIER WALL UP TO FLOOR OR ROOF DECK

(1-HOUR CONSTRUCTION WITH 20 MIN. LABELED

DOORS AND SMOKE DAMPERS, SEALED PERIMETER

AND PENETRATIONS)

SMOKE BARRIER 1-HOUR FIRE BARRIER WALL UP TO

FLOOR OR ROOF DECK ABOVE. (FIRE AND SMOKE

DAMPERS, 45 MIN. LABELED DOORS AND FRAMES,

FIRE CAULK PENETRATIONS)

SMOKE BARRIER 2-HOUR FIRE BARRIER WALL UP TO

FLOOR OR ROOF DECK ABOVE. (FIRE AND SMOKE

DAMPERS, 90 MIN. LABELED DOORS AND FRAMES,

FIRE CAULK PENETRATIONS)

THE PREFIX 'E' DENOTES EXISTING WALL RATING.

GENERAL ABBREVIATIONS:

AFF. Above Finish Floor ACC. Accessories ACST. Acoustic AB. Acoustic Board AP. Acoustic Panel AT. Acoustic Tile ADD. Add, Addition or Additional ADDM. Addendum ADJT. Adjacent ADJ. Adjustable AGGR. Aggregate ALT. Alternate APPROX. Approximate AD. Area Drain ARCH. Architectural ASPH. Asphalt AUTO. Automatic BB STOP Basketball Backstop BJ. Bar Joist BSMT. Basement BM. Beam BRG. Bearing BR. Bedroom B/M Bench Mark BITUM. Bituminous BLK. Block BLKG. Blocking BRD. Board BOT. Bottom B/C Bottom of Curb B/F Bottom of Footing B/W Bottom of Wall BRKT. Bracket BLDG. Building CBT. Cabinet CPT. Carpet CI. Case Iron CB. Catch Basin CLG. Ceiling CEM. Cement CTR. Center C/C Center to Center CER. Ceramic CT. Ceramic Tile CLR. Clear CLO. Closet CW. Cold Water COL. Column CPU. Computer

(Central Processing Unit) CONC. Concrete CMU. Concrete Masonry Unit CONF. Conference CONSTR. Construction CONT. Continuous CONTR. Contractor CTL. Control CJ. Control Joint CORR. Corridor CNTR. Counter CS. Countersunk DP. Deep DEPT. Department DET. Detail DIA. Diameter DIM. Dimension DR. Door DO. Door Opening DBL. Double DN. Down DS. Down Spout DWG. Drawing DF. Drink Fountain

EA. Each EW. Each Way ELECT. Electrical EWC. Electrical Water Cooler EL. Elevation ELEV. Elevator ENCL. Enclosure ENGR. Engineer ENTR. Entrance EQ. Equal EXH. Exhaust EXIST Existing EXP. Expansion EJ. Expansion Joint EXT. Exterior F4S. Finish Four Sides FWC. Fabric Wall Covering FOC. Face of Concrete FOF. Face of Finish FOS. Face of Studs FIN. Finish FIN. FL. Finish Floor FG. Finish Grade FE. Fire Extinguisher FEC. Fire Extinguisher Cabinet FHC. Fire Hose Cabinet FH. Fire Hydrant FLR. Floor FD. Floor Drain FT. Foot or Feet FTG. Footing FND. Foundation FURR. Furring FURN. Furnishing GC. General Contractor GL. Glass GR. Grade GRAN. Granular GYM. Gymnasium GYP. Gypsum GYP. BD. Gypsum Board HDW. Hardware HDWD. Hardwood HT. Height HP. High Point HM. Hollow Metal HORZ. Horizontal IN. Inch IEC. In Electrical Contract IMC. In Mechanical Contract IPC. In Plumbing Contract ID. Inside Diameter INSUL. Insulation INT. Interior JAN. Janitor JC. Janitor's Closet JT. Joint JST. Joist LAB. Laboratory LDR. Ladder LAM. Laminate LAV. Lavatory LG. Length LP. Low Point MH. Manhole MFR. Manufacturer MO. Masonry Opening MAX. Maximum MECH. Mechanical MEMBR. Membrane MTL. Metal MEZZ. Mezzanine MLWK. Millwork

MIN. Minimum MISC. Miscellaneous MLDG. Moulding MTD. Mounted MNTG. Mounting NOM. Nominal NIC. Not In Contact NTS. Not To Scale NO. Number OC. On Center OPNG. Opening OPP. Opposite OD. Outside Diameter OF. Outside Face OA. Overall OH. Overhead PR. Pair PC. Piece PLAS. Plastic P-LAM. Plastic Laminate PL. Plate PLWD. Plywood PT. Point PVC. Polyvinyl Chloride QT. Quarry Tile RAD. Radius REINF. Reinforce or Reinforcing REBAR. Reinforcing Bar REQD. Required R. Riser RD. Roof Drain RM. Room RGH. Rough RO. Rough Opening SCH. Schedule SLT. Sealant SHT. Sheet SIM. Similar STC. Sound Transmission Class

Rating Eg45) SYM. Symmetrical TEL. Telephone T.V. Television TEMP. Tempered TRD. Tread THK. Thick, Thickness T & G. Tongue and Groove T/B. Top of Beam T/C. Top of Curb T/CONC. Top of Concrete T/F Top of Footing T/J Top of Joist T/S Top of Steel T/M Top of Masonry T/W Top of Wall TRT. WD. Treated Wood TYP. Typical UL. Underwriter's Label VERT. Vertical VCT. Vinyl Composition Tile VT. Vinyl Tile VWC. Vinyl Wall Covering WC. Water Closet WT. Weight W.W.F. Welded Wire Fabric WID. Width W/ With W/O Without WD. Wood WP. Work Point YH. Yard Hydrant

SEE PLAN DIMENSION

USE 3 5/8" MTL STUDS

USE 6" MTL STUDS

USE 2 1/2" MTL STUDS

USE 1 5/8" MTL STUDS 8" THICKNESS TO FINISH

PL

AN

20GA CHANNEL RUNNERS ATTACHED

W/ FASTENERS @ 24" O.C. MAX.

20GA CHANNEL RUNNERS ATTACHED

W/ FASTENERS @ 24" O.C. MAX.

VINYL, DRY OR PREMIXED JOINT

COMPOUND, APPLIED IN TWO

COATS TO JOINTS & SCREW

HEADS; PAPER TAPE, 2" WIDE,

EMBEDDED IN FIRST LAYER OF

COMPOUND OVER ALL JOINTS.

FINISHED

FLOOR

5/8" TYPE 'X' GYP. BD. ATTACHED

W/ 1" TYPE 'S' SCREWS @ 8"

O.C. ALONG EDGES, @ 12" O.C. IN

THE FIELD OF THE BOARD. JOINTS

ORIENTED VERTICALLY AND

STAGGERED ON OPPOSITE SIDES OF

ASSEMBLY.

CHANNEL SHAPED 20 GA. STEEL

STUDS @ 16 in. O.C. MAX.

STRUCTURE ABOVE

REFERENCE HEAD DETAIL

A3

A2

A1

A A6

A8

SCHEDULED

CEILING

3-5/8" KICKERS ATTACHED

@ 4' O.C. MAX. ALTERNATE

DIRECTION TO STRUCTURE ABOVE

3"

USE 1 5/8" MTL STUDS

1-1/2" RIDGID INSULATION

USE 2 1/2" MTL STUDS

SOUND BATT INSULATION

USE 6" MTL STUDS

SOUND BATT INSULATION

USE 3 5/8" MTL STUDS

SOUND BATT INSULATION

SEE PLAN DIMENSION

CHANNEL SHAPED 20 GA. STEEL

STUDS @ 16 in. O.C. MAX.

FINISHED

FLOOR

B

B1

B2

B3

B6

5/8" DUROCK BRAND CEMENT

BOARD ATTACHED TO METAL STUDS

W/1-1/4" HOT-DIPPED GALVANIZED

SCREWS @ 8" O.C.

20GA CHANNEL RUNNERS ATTACHED

W/ FASTENERS @ 24" O.C. MAX.

SCHEDULED

CEILING

5/8" TYPE 'X' GYP. BD. ATTACHED

W/ 1" TYPE 'S' SCREWS @ 8"

O.C. ALONG EDGES, @ 12" O.C. IN

THE FIELD OF THE BOARD. JOINTS

ORIENTED VERTICALLY AND

STAGGERED ON OPPOSITE SIDES OF

ASSEMBLY.

20GA CHANNEL RUNNERS ATTACHED

W/ FASTENERS @ 24" O.C. MAX.

VINYL, DRY OR PREMIXED JOINT

COMPOUND, APPLIED IN TWO

COATS TO JOINTS & SCREW

HEADS; PAPER TAPE, 2" WIDE,

EMBEDDED IN FIRST LAYER OF

COMPOUND OVER ALL JOINTS.

PL

AN

8' -0

2'

-0

METAL ROOF

DECK

ONE HOUR RATED WHERE INDICATED

(UL DESIGN 419)

CHANNEL SHAPED 20 GA. STEEL

STUDS @ 16 in. O.C. MAX.

FINISHED

FLOOR

D8

D6D

D1

D2

D3

8" THICKNESS TO FINISHUSE 1 5/8" MTL STUDS

USE 2 1/2" MTL STUDS

USE 6" MTL STUDS

USE 3 5/8" MTL STUDS

SEE PLAN DIMENSION

5/8" TYPE 'X' GYP. BD. ATTACHED

W/ 1" TYPE 'S' SCREWS @ 8"

O.C. ALONG EDGES, @ 12" O.C. IN

THE FIELD OF THE BOARD. JOINTS

ORIENTED VERTICALLY AND

STAGGERED ON OPPOSITE SIDES OF

ASSEMBLY.

VINYL, DRY OR PREMIXED JOINT

COMPOUND, APPLIED IN TWO

COATS TO JOINTS & SCREW

HEADS; PAPER TAPE, 2" WIDE,

EMBEDDED IN FIRST LAYER OF

COMPOUND OVER ALL JOINTS.

SOUND BATT. INSULATION. INSTALL

PER MANUFACTURER'S

RECOMMENDATIONS

20GA CHANNEL RUNNERS ATTACHED

W/ FASTENERS @ 24" O.C. MAX.

SCHEDULED

CEILING

3-5/8" KICKERS ATTACHED

@ 4' O.C. MAX. ALTERNATE

DIRECTION TO STRUCTURE ABOVE

20GA CHANNEL RUNNERS ATTACHED

W/ FASTENERS @ 24" O.C. MAX.

5/8" DUROCK BRAND CEMENT BOARD

ATTACHED TO METAL STUDS W/1-1/4"

HOT-DIPPED GALVANIZED SCREWS @

8" O.C.

PL

AN

VA

R

IE

S

SE

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PL

AN

: I N

ST

AL

L

TO

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EI

G H

T O

F

TI

LE

'-0

3"

PL

AN

20GA CHANNEL RUNNERS

ATTACHED W/ FASTENERS

@ 24" O.C. MAX.

FINISHED

FLOOR

CHANNEL SHAPED 20 GA. STEEL

STUDS @ 16 in. O.C. MAX.

5/8" DUROCK BRAND CEMENT

BOARD ATTACHED TO METAL

STUDS W/1-1/4" HOT-DIPPED

GALVANIZED SCREWS @ 8"

O.C.

SEE PLAN DIMENSION

USE 3 5/8" MTL STUDS

USE 6" MTL STUDS

USE 2 1/2" MTL STUDS

USE 1 5/8" MTL STUDS 8" THICKNESS TO FINISH

G3

G2

G1

G G6

G8

FR

O

N T

O F

H O

U

SE

BA

C

K O

F H

O U

SE

5/8" TYPE 'X' GYP. BD. ATTACHED

W/ 1" TYPE 'S' SCREWS @ 8"

O.C. ALONG EDGES, @ 12" O.C. IN

THE FIELD OF THE BOARD. JOINTS

ORIENTED VERTICALLY &

STAGGERED ON OPPOSITE SIDES OF

ASSEMBLY.

SCHEDULED

CEILING

3-5/8" KICKERS ATTACHED

@ 4' O.C. MAX. ALTERNATE

DIRECTION TO STRUCTURE ABOVE

20GA CHANNEL RUNNERS ATTACHED

W/ FASTENERS @ 24" O.C. MAX.

5/8" PLYWOOD ATTACHED W/

1" TYPE 'S' SCREWS @ 8" O.C.

ALONG EDGES, @ 12" O.C. IN

THE FIELD OF THE BOARD.

JOINTS ORIENTED VERTICALLY

AND STAGGERED ON

OPPOSITE SIDES OF

ASSEMBLY.

VINYL, DRY OR PREMIXED JOINT

COMPOUND, APPLIED IN TWO

COATS TO JOINTS & SCREW

HEADS; PAPER TAPE, 2" WIDE,

EMBEDDED IN FIRST LAYER OF

COMPOUND OVER ALL JOINTS.

'-0

3"

2' -0

VA

R

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S

SE

E

PL

AN

: I N

ST

AL

L

TO

H

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G H

T O

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PARTITION PRIORITY LEGEND

TWO HOUR RATED FIRE AND SMOKE PARTITION PRIORITY 1 HIGHEST

TWO HOUR RATED SHAFTWALL PRIORITY 2

TWO HOUR RATED PARTITION

ONE HOUR SMOKE PARTITION PRIORITY 3

ONE HOUR RATED PARTITION PRIORITY 4

PARTITION TO DECK PRIORITY 5

PARTITION TO 4" MIN. ABOVE CEILING PRIORITY 6 LOWEST

THIS DRAWING IS FOR

GRAPHIC PRESENTATION

ONLY. REFERENCE

PARTITION TYPE FOR

NUMBER OF LAYERS OF

GYP. BD., ETC.

HIGHER PRIORITY

WALLS TO RUN

CONTINUOUS PAST

LOWER PRIORITY WALL

LOWER

PRIORITY

WALL

INTERIOR PARTITION METAL

STUD GAUGE SELECTION CHART

16" O.C. STUD SPACING WITH ALLOWABLE DEFLECTION CRITERIA OF L\360

STUD

DEPTH

MAXIMUM VERTICAL

UNBRACED SPAN IN FEET

(1 LAYER GYPSUM

BOARD EACH SIDE)

MAXIMUM VERTICAL

UNBRACED SPAN IN FEET

(2 LAYER GYPSUM BOARD

EACH SIDE)

STUD

GAUGE

1-5/8" 8'-3" 9'-0" 25 2-1/2" 10'-9" 11'-9" 25 2-1/2" 11'-6" 12'-3" 22 2-1/2" 12'-0" 14'-0" 20 3-5/8" 14'-0" 14'-9" 25 3-5/8" 15'-0" 15'-9" 22 3-5/8" 15'-7" 17'-8" 20

4" 15'-0" 15'-9" 25 4" 16'-3" 16'-9" 22 4" 16'-10" 16'-11" 20 6" 20'-0" 20'-0" 25 6" 22'-0" 22'-9" 22 6" 22'-10" 24'-11" 20

GENERAL NOTES

A. ALL PARTITIONS EXTEND TO ROOF OR FLOOR STRUCTURE ABOVE UNLESS

NOTED OTHERWISE.

B. REFER TO LIFE SAFETY PLAN FOR FURTHER INFORMATION REGARDING FIRE/

SMOKE RATINGS AND LOCATIONS.

C. PROVIDE 25 GAUGE METAL STUDS, UNLESS NOTED OTHERWISE OR REQUIRED

BY METAL STUD GAUGE SELECTION CHART.

D. PROVIDE (2) 20 GAUGE METAL STUDS AT ALL WINDOW AND DOOR JAMBS.

E. ALL FIRE-RATED PARTITIONS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH

APPROPRIATE U.L. ASSEMBLY.

F. REFER TO REFLECTED CEILING PLANS FOR LOCATIONS OF SOUND

ATTENUATION BLANKETS.

G. PARTITIONS NOT REQUIRED TO EXTEND TO FLOOR OR ROOF STRUCTURE

ABOVE SHALL BE BRACED BY ATTACHING ALTERNATING DIAGONAL STUDS 48"

O.C. (MAX.) FROM TOP OF PARTITION TO STRUCTURE ABOVE.

H. FIRE RATED WALLS TO RECEIVE ELECTRICAL OUTLET BOXES SHALL CONFORM

TO THE FOLLOWING GUIDELINES. METALLIC OUTLET BOXES SHALL BE UTILIZED

IN WALLS AND PARTITIONS WITH A TWO HOUR OR LESS CLASSIFICATION. THE

SURFACE AREA OF INDIVIDUAL BOXES SHALL NOT EXCEED 16 SQUARE INCHES.

THE AGGREGATE SURFACE AREA OF BOXES SHALL NOT EXCEED 100 SQUARE

INCHES IN ANY 100 SQUARE FEET. BOXES LOCATED ON OPPOSITE SIDES OF

RATED WALL OR PARTITIONS SHALL BE SEPARATED BY A MINIMUM HORIZONTAL

DISTANCE OF 24 INCHES.

5/8" DUROCK BRAND CEMENT BOARD

ATTACHED TO METAL STUDS OR

FURRING W/1-1/4" HOT-DIPPED

GALVANIZED SCREWS @ 8" O.C.

USE 3 5/8" MTL STUDS

SOUND BATT INSULATION

USE 2 1/2" MTL STUDS

SOUND BATT INSULATION

USE 7/8" FURRING

EXISTING

STRUCTURE/PARTITION

FINISHED

FLOOR

USE 6" MTL STUDS

SOUND BATT INSULATION

USE 1 5/8" MTL STUDS

1-1/2" RIDGID INSULATION

NOTE: ALONG EXTERIOR

WALLS, USE CONTINUOUS

VAPOR BARRIER ON WARM

SIDE OF INSULATION.

S

S1

S2

S3

S6

S7 EXIST. METAL STUDS

AND INSULATION

5/8" FIRE TREATED PLYWOOD

ATTACHED W/ 1" TYPE 'S'

SCREWS @ 8" O.C. ALONG

EDGES, @ 12" O.C. IN THE

FIELD OF THE BOARD. JOINTS

ORIENTED VERTICALLY AND

STAGGERED ON OPPOSITE SIDES

OF ASSEMBLY.

SCHEDULED

CEILING

PL

AN

2' -0

8'

-0

3"

S8 EXIST. FIRE-RATED

WALL CONSTRUCTION

AT S8 TYPE WALL INSTALL 5/8" TYPE

"X" GYPSUM BD. FULL HEIGHT OF

WALL AS A FIRE-RESISTIVE

SUBSTRATE TO PLYWOOD

METAL ROOF DECK

AT S8 TYPE WALL EXTEND 5/8" TYPE

"X" GYPSUM BD. TO ROOF DECK

ABOVE FIRESTOP TOP OF WALL

AND ALL PENETRATIONS

AT S8 TYPE WALL PROVIDE ADDITIONAL

LAYER OF 5/8" CEMENT BOARD UNDER

NEW CEMENT BOARD

1/

4" 1/

2"

5/8" TYPE 'X' GYPSUM BOARD

BAFFLE, BOTH SIDES OF

PARTITION. ATTACH TO

METAL ANGLE WITH

FASTENERS AT 12" O.C.

CONTINUOUS 1-1/2" x 1-1/2" x 25 GA. METAL ANGLE.

ATTACH WITH FASTENERS

AT 12" ON CENTER

FILL VOID WITH FIRE

SAFING INSULATION

METAL TOP RUNNER TRACK, 20 GA.

MIN WITH 2-1/2" LONG SLOTTED

LEGS, ATTACH WITH MINIMUM 1/8"

FASTENERS AT 12" ON CENTER, 1"

EMBEDMENT

CONCRETE SLAB OR BEAM

FIRE SEALANT AT

BOTH SIDES

DEFLECTION GAP AT

TOP OF GYPSUM

BOARD

CUT TOP OF STUD 1/2" LESS THAN TOP OF

TRACK, NEST STUDS INTO RUNNER TO NOT

ATTACH TO TOP TRACK

SOUND ATTENUATION

INSULATION

NOTE:

2-HR. ASSEMBLY INCORPORATES

MULTIPLE LAYERS OF GYPSUM BOARD

MATCHING NO. OF LAYERS ON STUD

SURFACE.

4"

1/ 2"

SOUND ATTENUATION

INSULATION

FILL VOID WITH FIRE

SAFING INSULATION

ADDITIONAL LAYER OF 5/8"

TYPE 'X' GYPSUM BOARD

BOTH SIDES. CUT GYPSUM

BOARD PARTITION TO

DECK CONFIGURATION

AND FILL VOIDS WITH FIRE

SAFING INSULATION AS

REQUIRED WITH FIRE

SEALANT

METAL TOP

RUNNER

TRACK, 20 GA. MIN

WITH 2-1/2" LONG

SLOTTED LEGS

METAL DECK

WITH CONCRETE FILL

FILL VOID WITH FIRE

SAFING INSULATION

FIRE SEALANT

AT BOTH SIDES

ELEVATION SECTION

ELEVATIONSECTION

NOTE:

2-HR. ASSEMBLY

INCORPORATES MULTIPLE

LAYERS OF GYPSUM BOARD

MATCHING NO. OF LAYERS ON

STUD SURFACE.

VA

R

IE

S

1/ 2"

1/ 2"

T

R

S

L

IC

E NSE D A

JARUS

TI

CH

C E

SI

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TA

E O IF

NIL

O

K. JONES

001-022279 T

E CHANGE

ECIVRESEGNAHCXEECROFRIA&YMRA

TM

600 West Main Street Suite 2 Post Office Box 820 Illinois Design Firm License Number 184-002661

618 457 5709 Fax 618 457 5638 Carbondale, Illinois 62901 a Hafer Company

AR

C

H

IT

EC

TS

c h.

m ic ha el b oh ns ac k

DESIGN BY:

CHECKED BY:

APPROVED:

RECOMMENDED:

PROJECT:

ARMY & AIR FORCE EXCHANGE SERVICE

DEPARTMENTS OF THE ARMY & AIR FORCE

DRAWING TITLE:

SHEET NO:

DRAWING PROJECT NO.

DATE: SCALE:

OF

RE-C

REAL ESTATE DIRECTORATE

DATE

DATE

KEYPLAN:

DATE

SEAL:

CONSULTANT:

REVISION N0. & DESCRIPTION BY

ARCHITECT:

LICENSE

EXPIRATION DATE

CURRENT DATE 07/28/2023

11/30/2024

As indicatedJuly 28, 2023

T-1.01 1367-23-000002

GENERAL

INFORMATION SHEET

CONVERT GAME

STOP TO PANERA

BREAD CONCEPT -

TO GO

Ft. Drum, New York

N/A

DESIGN CRITERIA

UNIFIED FACILITIES CRITERIA (UFC)1-200-01

DOD BUILDING COD, IBC 2021 & 2020

BUILDING TYPE

OCCUPANCY

FIRE PROTECTION

ALLOWABLE SOIL

BEARING PRESSURE

LIVE LOAD ROOF

GROUND SNOW LOAD

WIND LOAD BASIC WIND SPEED =

EXPOSURE =

RISK FACTOR =

SEISMIC LOAD

TYPE II-B - UNPROTECTED /

NON-COMBUSTIBLE

A-2, B, M, S

FULLY SPRINKLERED

2,000 PSF

20 PSF

0 PSF

SEISMIC DESIGN CATEGORY =

SITE CLASS =

REGULATORY REQUIREMENTS

APPLICABLE CRITERIA:

INSTALLATION DESIGN GUIDES (IDG):

DEPARTMENT OF PUBLIC WORKSDPW

ARCHITECTURAL SERVICES REQUIREMENTS FOR

PREPERATION OF CONTRACT DOCUMENTS

ENERGY POLICY ACT OF 2005

WATER CONSERVVATION REQUIREMENT OF THE FEDERAL

ENERGY POLICY ACT

1 1/2" = 1'-0"

PARTITION TYPE A

1 1/2" = 1'-0"

PARTITION TYPE B

1 1/2" = 1'-0"

PARTITION TYPE D

1 1/2" = 1'-0"

PARTITION TYPE G

1 1/2" = 1'-0"

WALL TYPE "S"

3" = 1'-0"

PARALLEL TO FLUTES

3" = 1'-0"

PERPENDICULAR TO FLUTES

K-4386ANG LESEYC_TO ILETS

VITREO US CHINA

K-4989-RFRESH

MAN

C_URINA

LS

VITREOU

S CHIN

A

K-4989-RFRESH

MAN

C_URINA

LS

VITREOU

S CHIN

A

K-4989-RFRESHMANC_URINALSVITREOUS CHINA

K-4989-RFRESHMANC_URINALSVITREOUS CHINA

GREENW

ICH

K-2030LAVATORYVITREOUS CHINAGREENWICH

K-2030LAVATORYVITREOUS CHINA

1H 1H

1H 1H

1H

AREA OF WORK

EXIT

EXIT

EXIT EXIT

EXIT

EXIT EXIT

GROUP A-2ONE-HOUR FIRE

BARRIER

OCCUPANCY

SEPARATION

GROUP M

EXIT

EXIT

EXIT

EXIT

EXIT

EXIT

EXIT

EXIT

EXIT

EXIT

EXIT

EXIT

EXIT

OFFICE AREA

WAREHOUSE / STORAGE

RETAIL SALES FLOOR

DINING AREA

KITCHEN

AREA

STORAGE

RETAIL AREA

T

R

S

L

IC

E NSE D A

JARUS

TI

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C E

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E O IF

NIL

O

K. JONES

001-022279 T

E CHANGE

ECIVRESEGNAHCXEECROFRIA&YMRA

TM

600 West Main Street Suite 2 Post Office Box 820 Illinois Design Firm License Number 184-002661

618 457 5709 Fax 618 457 5638 Carbondale, Illinois 62901 a Hafer Company

AR

C

H

IT

EC

TS

c h.

m ic ha el b oh ns ac k

DESIGN BY:

CHECKED BY:

APPROVED:

RECOMMENDED:

PROJECT:

ARMY & AIR FORCE EXCHANGE SERVICE

DEPARTMENTS OF THE ARMY & AIR FORCE

DRAWING TITLE:

SHEET NO:

DRAWING PROJECT NO.

DATE: SCALE:

OF

RE-C

REAL ESTATE DIRECTORATE

DATE

DATE

KEYPLAN:

DATE

SEAL:

CONSULTANT:

REVISION N0. & DESCRIPTION BY

ARCHITECT:

LICENSE

EXPIRATION DATE

CURRENT DATE 07/28/2023

11/30/2024

1" = 20'-0"July 28, 2023

T-1.02 1367-23-000002

REFERENCE FLOOR

PLAN AND LIFE SAFETY

PLAN

CONVERT GAME

STOP TO PANERA

BREAD CONCEPT -

TO GO

Ft. Drum, New York

N/A

1" = 20'-0"

FIRST FLOOR REFERENCE AND LIFE SAFETY PLAN

"A" "B"

DUST BARRIER /TEMPORARY WALLDUST BARRIER /TEMPORARY WALL

D U

ST

B

AR

R

IE

R

/T

EM

PO

R

AR

Y

W

AL

L

PHASING PLAN NOTES:

PHASE "A"

DEMOLISH H&R BLOCK AND SUN BEAUTY AND BUILD OUT GAME STOP TO

A VANILLA BOX (LAY-IN CEILINGS, LIGHTS AND HVAC, WHITE PAINTED

GYP WALLS, NO FLOORING (BARE CLEAN CONCRETE), NO WALL BASE.

GAME STOP WILL, OUTSIDE OF THE SCOPE OF THIS PROJECT, BUILD

OUT THE SPACE). GAME STOP WILL RELOCATE EXISTING OR PROVIDE

NEW CASH WRAP.

3-4 WEEKS WITH MULTIPLE SHIFT WORK AND REUSING EXISTING 2X4

LIGHTS OR PREORDERING 2X4 LED LIGHTS.

PHASE "B"

DEMO FOR THE PANERA PORTION BEGINS AND THEN THE REST OF THE

PROJECT FOLLOWS

3 MONTHS.

GENERAL NOTE ALL PHASES: PROVIDE TEMPORARY WALLS AT ALL

OPENINGS TO CONTAIN CONSTRUCTION DUST.

1. PHASE BOUNDARY LINES INDICATE PERIMETER OF

WORK AREA FOR NOTED PHASE. TEMPORARY

CONSTRUCTION WALLS SHALL BE LOCATED SUCH THAT

WORK CAN BE COMPLETED TO THE EXTENT OF THE

BOUNDARIES INDICATED, BUT NOT TO ENCROACH

EXCESSIVELY INTO ADJACENT SPACES. DUST BARRIERS

ARE TO BE CONSTRUCTED WHERE SPECIFICALLY

NOTED ON PLAN ONLY.

2. ALL TEMPORARY CONSTRUCTION WALLS FOR THIS

PROJECT SHALL BE DUST BARRIERS. (ZIP-WALL MAY BE

UTILIZED AT CONTRACTORS OPTION.)

3. ALL TEMPORARY DOORS SHALL BE NEW OR USED 3'-0" x 7'-0" x 1 3/4" C-LABEL (45-MIN.) H.M. DOORS IN C-LABEL

H.M. FRAMES. PAINT EXPOSED SURFACES OF TEMP.

DOORS WITH 1-COAT OF TINTED LATEX METAL PRIMER &

1-COAT OF RED FINISH PAINT.

4. PROVIDE 10-POUND CAPACITY MULTI-PURPOSE DRY

CHEMICAL, PRESSURIZED FIRE EXTINGUISHERS

CAPABLE OF EXTINGUISHING CLASS A, B & C FIRES

INSIDE ALL TEMPORARY ENCLOSURES IN COMPLIANCE

WITH REQUIREMENT OF NFPA 10.

5. EXCHANGE TO TEMPORARILY RELOCATE EXISTING

FIXTURES IN PHASED SEQUENCE PRIOR TO

CONTRACTOR OCCUPANCY. CONTRACTOR TO

COORDINATE ALL ASPECTS OF PHASED CONSTRUCTION

WITH EXCHANGE GENERAL MANAGER, STORE MANAGER

& INSTALLATION TO AID IN THIS PROCESS.

6. CONTRACTOR SHALL CLEARLY MARK PATHS OF EGRESS

FOR PUBLIC, EXCHANGE EMPLOYEES & OWN

EMPLOYEES IN COORDINATION WITH INSTALLATION FIRE

CHIEF & NFPA 101 LIFE SAFETY CODE. PROVIDE

EMERGENCY EXITING PLANS FOR REVIEW BY

CONTRACTING OFFICER OR DESIGNATED

REPRESENTATIVE & APPROVAL BY INSTALLATION FIRE

CHIEF.

7. PROVIDE CONSTRUCTION FENCING AROUND ALL

EXTERIOR CONSTRUCTION AREAS TO PROTECT

PEDESTRIANS.

8. COORDINATE ALL NIGHT WORK WITH STORE HOURS.

STORE HOURS VARY FROM DAY TO DAY.

GENERAL NOTES:

T

R

S

L

IC

E NSE D A

JARUS

TI

CH

C E

SI

L

TA

E O IF

NIL

O

K. JONES

001-022279 T

E CHANGE

ECIVRESEGNAHCXEECROFRIA&YMRA

TM

600 West Main Street Suite 2 Post Office Box 820 Illinois Design Firm License Number 184-002661

618 457 5709 Fax 618 457 5638 Carbondale, Illinois 62901 a Hafer Company

AR

C

H

IT

EC

TS

c h.

m ic ha el b oh ns ac k

DESIGN BY:

CHECKED BY:

APPROVED:

RECOMMENDED:

PROJECT:

ARMY & AIR FORCE EXCHANGE SERVICE

DEPARTMENTS OF THE ARMY & AIR FORCE

DRAWING TITLE:

SHEET NO:

DRAWING PROJECT NO.

DATE: SCALE:

OF

RE-C

REAL ESTATE DIRECTORATE

DATE

DATE

KEYPLAN:

DATE

SEAL:

CONSULTANT:

REVISION N0. & DESCRIPTION BY

ARCHITECT:

LICENSE

EXPIRATION DATE

CURRENT DATE 07/28/2023

11/30/2024

As indicatedJuly 28, 2023

T-1.03 1367-23-000002

PHASING FLOOR PLAN

CONVERT GAME

STOP TO PANERA

BREAD CONCEPT -

TO GO

Ft. Drum, New York

N/A

1/4" = 1'-0"

PHASING FLOOR PLAN

EXISTING EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING GATE TO REMAIN

EXISTING

GATE TO

REMAIN

WINDOWS ARE

TO REMAIN

WINDOWS ARE

TO REMAIN

2E2

2G1

2G1

2G1 2G1

2H1

2H1

2H1

2H1

2H1

2H2

2H12H1

2L12L1

2O1

2O1

2P2

2P3

2P2 2P2

2P2

2P2

2P2

2P2

2P3

GAME STOP

2H3 2H3

2H3

2H3

2H3 2H3 2H4

D-6.01

D-6.01

D-6.012

D-6.01

D-6.01 5

D-6.01

2P1

2P1

2P1

2P3

2P2

SURFACE

MOUTNED

2E4

2E4

H&R BLOCK

STORAGE

STORAGE

SUN BEAUTY

BACK ROOM

2H5

D-6.01 6

2H1

2H7

2D1

2D1

2D1

2D1

2D1

2D1

2D1 2D1

TRANSITION FROM

EXISTING TILE TO LVT

TRANSITION FROM

EXISTING CARPET TO TILE

2F1

A. FIELD VERIFY ALL EXISTING CONDITIONS. NOTIFY ARCHITECT /

ENGINEER IMMEDIATELY OF ANY DISCREPANCIES THAT EXIST.

B. REMOVE EXISTING CONSTRUCTION AS NOTED AND WHERE SHOWN

DASHED. CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION

REQUIRED FOR THE INSTALLATION OF NEW WORK, AND FOR

PROTECTION OF ITEMS TO REMAIN.

C. CONTRACTOR IS RESPONSIBLE FOR ANY DEMOLITION THAT IS NOT

SHOWN ON DEMOLITION DRAWINGS BUT IS REQUIRED FOR NEW

CONSTRUCTION.

D. IF CONTRACTOR BECOMES AWARE OF ANY LOAD BEARING POINTS

WITHIN DEMOLITION NOT NOTED ON THE DRAWINGS, THE

CONTRACTOR SHALL IMMEDIATELY NOTIFY ARCHITECT / ENGINEER

PRIOR TO REMOVING THE CONSTRUCTION.

E. PATCH OPENINGS IN WALLS, CEILINGS AND FLOORS RESULTING

FROM DEMOLITION WORK. PATCH WITH MATCHING MATERIALS AND

CONSTRUCTION UNLESS NOTED OTHERWISE.

F. THE OWNER HAS FIRST RIGHT OF REFUSAL OF ALL SALVAGEABLE

ITEMS REMOVED DURING DEMOLITION INCLUDING FURNISHINGS.

G. CUT OPENINGS IN FLOOR AND ROOF STRUCTURE FOR NEW

MECHANICAL AND ELECTRICAL DUCTWORK, PIPING AND CONDUIT.

REINFORCE OPENINGS AS REQUIRED. SAW CUT AND PATCH

EXISTING FLOOR SLABS AS REQUIRED FOR NEW PIPING. REFER TO

PLUMBING DRAWINGS.

H. REFER TO MECHANICAL/ELECTRICAL PLANS AND SPECIFICATIONS

FOR REMOVAL/RELOCATION/REROUTING OF EXISTING UTILITIES.

I. DEMOLITION OF EXISTING UTILITIES SHALL BE MADE SO THAT

SERVICE TO OTHER AREAS UTILIZED BY THE OWNER ARE NOT

INTERRUPTED. PROVIDE TEMPORARY UTILITIES, ISOLATION VALVES,

DISCONNECTS, ETC. WHERE REQUIRED DURING DEMOLITION AND

NEW CONSTRUCTION.

J. WHERE EXISTING ELECTRICAL DEVICES ARE INDICATED TO BE

REMOVED, REPAIR WALL AS REQUIRED TO MATCH EXISTING (TO

REMAIN) WALL RATING. PATCH WALL AS REQUIRED TO RECEIVE NEW

FINISHES FOR A SMOOTH, FLUSH APPEARANCE.

K. REMOVE EXISTING CEILINGS WHERE REFLECTED CEILING PLANS

INDICATE NEW CEILINGS.

L. REMOVE ALL EXISTING FLOOR FINISHES, ADHESIVES AND WALL BASE

WHERE NEW FLOOR FINISH IS REQUIRED. REFER TO ROOM FINISH

SCHEDULE. PREPARE EXISTING FLOOR SUBSTRATE TO RECEIVE

NEW FLOOR FINISHES AS RECOMMENDED BY FLOOR FINISH

MANUFACTURER.

M. PROVIDE DUST BARRIERS AS REQUIRED TO PREVENT MIGRATION TO

AREAS TO BE OCCUPIED BY OWNER. PROTECT ALL EQUIPMENT TO

REMAIN. COORDINATE PROTECTION OF EXISTING EQUIPMENT WITH

OWNER.

N. COORDINATE DEMOLITION WITH SEQUENCING OF THE WORK.

O. PROTECT EXISTING FINISHES WHICH ARE TO REMAIN.

P. CONDUCT DEMOLITION ACTIVITIES CLEANLY, COMPLETELY AND IN A

MANNER SUITABLE FOR NEW FINISHES.

Q. WHILE DEMOLITION IS OCCURRING, SENSITIVE OWNER ACTIVITIES

WILL BE PROCEEDING IN ADJACENT AREAS. MINIMIZE NOISE AND

DUST LEVELS AND TEMPORARILY SUSPEND DEMOLITION AS

REQUESTED BY THE OWNER.

R. PROVIDE TEMPORARY PARTITIONS TO MAINTAIN PROPER FIRE EXITS

AND TO CONFINE PEDESTRIAN ACTIVITY TO OCCUPIED SPACES

MAINTAIN REQUIRED MEANS OF EGRESS AND SIGNAGE FOR

EGRESS.

S. WHERE DEMOLITION ACTIVITY DAMAGES OR REMOVES ANY APPLIED

FIREPROOFING OR CONSTRUCTION INSTALLED AS PART OF A RATED

ASSEMBLY, REPLACE FIREPROOFING AND CONSTRUCTION

MATERIALS TO ACHIEVE AND MAINTAIN APPROPRIATE ASSEMBLY

RATING.

T. VERIFY FLOOR ELEVATIONS ON EACH SIDE OF WALLS BEING

REMOVED. GRIND AND PATCH FLOOR AND INSTALL EPOXY FILL

MATERIAL AS REQUIRED FOR A SMOOTH LEVEL FLOOR CONDITION.

U. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEAN-UP

COST FOR DUST AND DEBRIS WHICH MIGRATE INTO EXISTING,

ADJACENT SPACES.

V. REMOVE ALL EXISTING WALL-MOUNTED ITEMS WITHIN THE PROJECT

LIMITS WHICH ARE NOT INDICATED TO REMAIN. IF ITEMS ARE

REMOVED FROM WALLS OR COLUMNS THAT REMAIN, PATCH WALLS

AND COLUMNS AS REQUIRED TO RECEIVE NEW FINISHES.

W. PATCH ALL PENETRATIONS RESULTING FROM REMOVAL OF EXISTING

DUCTWORK, PIPING ELECTRICAL RACEWAYS, ETC. FILL

PENETRATION WITH CONCRETE, FULL FLOOR THICKNESS AND

MAINTAIN FIRE-RESISTIVE RATING OF FLOOR SYSTEM. FINISH

CONCRETE IN MANNER SUITABLE FOR NEW FLOOR FINISHES.

X. PATCH ALL INTERSECTIONS AND PENETRATIONS RESULTING FROM

THE REMOVAL OF EXISTING WALLS, DUCTWORK, PIPING, ELECTRICAL

RACEWAYS, ETC. IN THE INTERIOR WALLS TO REMAIN. THE

PENETRATIONS SHALL BE FILLED FLUSHED WITH AND OF THE SAME

MATERIALS AS THE SURROUNDING WALLS (INCLUDES WORK ABOVE

CEILINGS).

Y. DEMOLITION SHALL NOT INTERFERE WITH ADJACENT TENANTS DAILY

OPERATION OR DAILY OPERATION OF BUILDING.

GENERAL DEMOLITION NOTES:

DEMOLITION NOTES:

DEMOLISH METAL WALL PANELS.2D1

2E1

2E2

DEMOLISH PLASTIC LAMINATE WALL CABINETS.

2E3

DEMOLISH PLASTIC LAMINATE BASE CABINETS,

COUNTERTOPS, & SHELVING.

DEMOLISH INTERIOR WOOD DOOR, H.M. FRAME, HARDWARE &

RELATED CONSTRUCTION.

2G1

DEMOLISH LIGHT GAUGE METAL STUD FRAMED GYPSUM

BOARD PARTITION & RELATED FINISHES INCLUDING SLAT WALL

PANELS

2H1

CUT & DEMOLISH DESIGNATED PORTION OF GYPSUM BOARD &

RELATED FINISHES TO FACE OF LIGHT GAUGE METAL FRAMING.

SEE INTERIOR ELEVATIONS.

2H2

DEMOLISH FIRE EXTINGUISHER & BRACKET & RETURN TO OWNER.2J1

DEMOLISH FIRE EXTINGUISHER CABINET & ACCESSORIES.

SALVAGE FIRE EXTINGUISHER FOR REINSTALLATION IN NEW

LOCATION.

2J2

OWNER TO REMOVE EXISTING FURNITURE.2L1

SEE "PD" SHEETS FOR DEMOLITION OF EXISTING SINK AND

RELATED PIPING.

2O1

SEE "ED" SHEETS FOR DEMOLITION OF EXISTING J-BOXES,

CONDUIT & WIRING WHERE APPLICABLE.

2P2

SEE "ED" SHEETS FOR DEMOLITION OF EXISTING POWER PANEL,

CONDUIT & WIRING.

2P3

DEMOLISH SOLID SURFACE COUNTERTOP.

SEE "ED" SHEETS FOR DEMOLITION OF CEILING MOUNTED TV

AND SPEAKERS. RETURN TO OWNER.

2P1

REMOVE VINYL FLOORING, RUBBER BASE, SLAT WALL, ACT

CEILING

REMOVE CARPET TILE FLOORING, ADHESIVE, RUBBER BASE,

SLAT WALL, ACT CEILING

2H3

2H4

2E4 DEMOLISH CASH WRAP. REFER TO ED SHEETS FOR

ELECTRICAL CONNECTIONS

REMOVE STOREFRONT MULLIONS, GLASS AND DOOR2H5

REMOVE GAME STOP SIGN, RETURN TO OWNER. REFER TO

ELECTRICAL SHEETS FOR DISCONNECTION

2H6

REMOVE ROLL DOWN SECURITY GATE. 2H7

REMOVE H&R BLOCK SIGN, RETURN TO OWNER. MAINTAIN

ELECTRICAL CONNECTION FOR GAME STOP SIGN REFER TO

ELECTRICAL SHEETS FOR DISCONNECTION

2H8

REMOVE PLASTIC LAMINATE SIGN BACKER, RETURN TO OWNER2H9

REMOVE SUN BEAUTY SIGN, RETURN TO OWNER. MAINTAIN

ELECTRICAL CONNECTION FOR GAME STOP SIGN REFER TO

ELECTRICAL SHEETS FOR DISCONNECTION

2H10

REMOVE SUN BEAUTY SIGN, RETURN TO OWNER. CAP

ELECTRICAL CONNECTION WITH BLANK PLATE. REFER TO

ELECTRICAL SHEETS FOR DISCONNECTION

2H11

2D2 DEMOLISH SLAT WALL PANELS.

2D3 DEMOLISH WALL COVERING

2D4 DEMOLISH CERAMIC TILE BASE.

2F1 DEMOLISH 7' OF ROOF INSULATION AND EPDM MEMBRNE

AS NEEDED TO FACILITATE INSTALLATION OF NEW ROOF

MOUNTED EQUIPMENT SUPPORT RAILS. PREPARE

ADJACENT STEEL JOINTS TO RECEIVE NEW WELDED

ANGLE SUPPORTS. SEE DETAIL.

T

R

S

L

IC

E NSE D A

JARUS

TI

CH

C E

SI

L

TA

E O IF

NIL

O

K. JONES

001-022279 T

E CHANGE

ECIVRESEGNAHCXEECROFRIA&YMRA

TM

600 West Main Street Suite 2 Post Office Box 820 Illinois Design Firm License Number 184-002661

618 457 5709 Fax 618 457 5638 Carbondale, Illinois 62901 a Hafer Company

AR

C

H

IT

EC

TS

c h.

m ic ha el b oh ns ac k

DESIGN BY:

CHECKED BY:

APPROVED:

RECOMMENDED:

PROJECT:

ARMY & AIR FORCE EXCHANGE SERVICE

DEPARTMENTS OF THE ARMY & AIR FORCE

DRAWING TITLE:

SHEET NO:

DRAWING PROJECT NO.

DATE: SCALE:

OF

RE-C

REAL ESTATE DIRECTORATE

DATE

DATE

KEYPLAN:

DATE

SEAL:

CONSULTANT:

REVISION N0. & DESCRIPTION BY

ARCHITECT:

LICENSE

EXPIRATION DATE

CURRENT DATE 07/28/2023

11/30/2024

As indicatedJuly 28, 2023

D-1.01 1367-23-000002

DEMOLITION FLOOR

PLAN

CONVERT GAME

STOP TO PANERA

BREAD CONCEPT -

TO GO

Ft. Drum, New York

N/A

FIRST FLOOR DEMOLITION PLAN

1. REFER TO PLUMBING DEMOLITION SHEET FOR DEMOLITION OF

EXISTING PLUMBING FIXTURES, FLOOR SINKS, & UNDERSLAB PIPING.

PROTECT ALL EXISTING UNDERSLAB PIPING TO REMAIN.

2. REFER TO DEMOLITION INTERIOR ELEVATION SHEETS FOR REMOVAL

OF CONSTRUCTION RELATED TO WALL DEMOLITION INCLUDING

DOORS, FRAMES & OTHER MISCELLANEOUS ITEMS.

3. REFER TO PLUMBING/MECHANICAL/ELECTRICAL SHEETS FOR

DEMOLITION OF PLUMBING FIXTURES, PIPING, DIFFUSERS, DEVICES,

WIRING, ELECTRICAL FIXTURES & MISCELLANEOUS

PLUMBING/MECHANICAL/ELECTRICAL ITEMS.

4. ITEMS NOT NOTED ARE EXISTING TO REMAIN OR REMOVED BY

OTHERS.

5. CONTRACTOR SHALL LOCATE, IDENTIFY & PROTECT ALL EXTERIOR &

INTERIOR PIPING & CONDUITS INCLUDING ELECTRICAL CIRCUITS,

PLUMBING WASTE PIPING, POWER, WATER SEWER & NATURAL GAS

SERVICES PRIOR TO COMMENCEMENT OF SLAB DEMOLITION &

EXCAVATION.

6. PROTECT EXISTING EDGE & SURFACES TO REMAIN ALONG ALL

SAWCUTS WHERE CONCRETE FLOOR SLAB IS NOTED TO BE

CUT/DEMOLISHED.

TYPICAL NOTES:

DEMOLITION FLOOR SLAB NOTES:

SAWCUT PERIMETER OF AREA INDICATED, DEMOLISH

REINFORCED CONCRETE SLAB-ON- GRADE & BASE

COURSE AS INDICATED TO REQUIRED SUBGRADE.

SCARIFY & PREPARE SUB-BASE TO RECEIVE NEW BASE

COURSE MATERIALS, VAPOR BARRIER, & FLOOR SLAB.

SALVAGE MIN. 2'-0" OF EXG. VAPOR BARRIER AROUND

PERIMETER FOR LAPPING NEW. DIMENSION GIVEN ARE

APPROXIMATE - COORDINATE FINAL REQUIREMENTS.

2B1

A. FIELD VERIFY ALL EXISTING CONDITIONS. NOTIFY ARCHITECT /

ENGINEER IMMEDIATELY OF ANY DISCREPANCIES THAT EXIST.

B. REMOVE EXISTING CONSTRUCTION AS NOTED AND WHERE SHOWN

DASHED. CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION

REQUIRED FOR THE INSTALLATION OF NEW WORK, AND FOR

PROTECTION OF ITEMS TO REMAIN.

C. CONTRACTOR IS RESPONSIBLE FOR ANY DEMOLITION THAT IS NOT

SHOWN ON DEMOLITION DRAWINGS BUT IS REQUIRED FOR NEW

CONSTRUCTION.

D. IF CONTRACTOR BECOMES AWARE OF ANY LOAD BEARING POINTS

WITHIN DEMOLITION NOT NOTED ON THE DRAWINGS, THE

CONTRACTOR SHALL IMMEDIATELY NOTIFY ARCHITECT / ENGINEER

PRIOR TO REMOVING THE CONSTRUCTION.

E. PATCH OPENINGS IN WALLS, CEILINGS AND FLOORS RESULTING

FROM DEMOLITION WORK. PATCH WITH MATCHING MATERIALS AND

CONSTRUCTION UNLESS NOTED OTHERWISE.

F. THE OWNER HAS FIRST RIGHT OF REFUSAL OF ALL SALVAGEABLE

ITEMS REMOVED DURING DEMOLITION INCLUDING FURNISHINGS.

G. CUT OPENINGS IN FLOOR AND ROOF STRUCTURE FOR NEW

MECHANICAL AND ELECTRICAL DUCTWORK, PIPING AND CONDUIT.

REINFORCE OPENINGS AS REQUIRED. SAW CUT AND PATCH

EXISTING FLOOR SLABS AS REQUIRED FOR NEW PIPING. REFER TO

PLUMBING DRAWINGS.

H. REFER TO MECHANICAL/ELECTRICAL PLANS AND SPECIFICATIONS

FOR REMOVAL/RELOCATION/REROUTING OF EXISTING UTILITIES.

I. DEMOLITION OF EXISTING UTILITIES SHALL BE MADE SO THAT

SERVICE TO OTHER AREAS UTILIZED BY THE OWNER ARE NOT

INTERRUPTED. PROVIDE TEMPORARY UTILITIES, ISOLATION VALVES,

DISCONNECTS, ETC. WHERE REQUIRED DURING DEMOLITION AND

NEW CONSTRUCTION.

J. WHERE EXISTING ELECTRICAL DEVICES ARE INDICATED TO BE

REMOVED, REPAIR WALL AS REQUIRED TO MATCH EXISTING (TO

REMAIN) WALL RATING. PATCH WALL AS REQUIRED TO RECEIVE NEW

FINISHES FOR A SMOOTH, FLUSH APPEARANCE.

K. REMOVE EXISTING CEILINGS WHERE REFLECTED CEILING PLANS

INDICATE NEW CEILINGS.

L. REMOVE ALL EXISTING FLOOR FINISHES, ADHESIVES AND WALL BASE

WHERE NEW FLOOR FINISH IS REQUIRED. REFER TO ROOM FINISH

SCHEDULE. PREPARE EXISTING FLOOR SUBSTRATE TO RECEIVE

NEW FLOOR FINISHES AS RECOMMENDED BY FLOOR FINISH

MANUFACTURER.

M. PROVIDE DUST BARRIERS AS REQUIRED TO PREVENT MIGRATION TO

AREAS TO BE OCCUPIED BY OWNER. PROTECT ALL EQUIPMENT TO

REMAIN. COORDINATE PROTECTION OF EXISTING EQUIPMENT WITH

OWNER.

N. COORDINATE DEMOLITION WITH SEQUENCING OF THE WORK.

O. PROTECT EXISTING FINISHES WHICH ARE TO REMAIN.

P. CONDUCT DEMOLITION ACTIVITIES CLEANLY, COMPLETELY AND IN A

MANNER SUITABLE FOR NEW FINISHES.

Q. WHILE DEMOLITION IS OCCURRING, SENSITIVE OWNER ACTIVITIES

WILL BE PROCEEDING IN ADJACENT AREAS. MINIMIZE NOISE AND

DUST LEVELS AND TEMPORARILY SUSPEND DEMOLITION AS

REQUESTED BY THE OWNER.

R. PROVIDE TEMPORARY PARTITIONS TO MAINTAIN PROPER FIRE EXITS

AND TO CONFINE PEDESTRIAN ACTIVITY TO OCCUPIED SPACES

MAINTAIN REQUIRED MEANS OF EGRESS AND SIGNAGE FOR

EGRESS.

S. WHERE DEMOLITION ACTIVITY DAMAGES OR REMOVES ANY APPLIED

FIREPROOFING OR CONSTRUCTION INSTALLED AS PART OF A RATED

ASSEMBLY, REPLACE FIREPROOFING AND CONSTRUCTION

MATERIALS TO ACHIEVE AND MAINTAIN APPROPRIATE ASSEMBLY

RATING.

T. VERIFY FLOOR ELEVATIONS ON EACH SIDE OF WALLS BEING

REMOVED. GRIND AND PATCH FLOOR AND INSTALL EPOXY FILL

MATERIAL AS REQUIRED FOR A SMOOTH LEVEL FLOOR CONDITION.

U. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEAN-UP

COST FOR DUST AND DEBRIS WHICH MIGRATE INTO EXISTING,

ADJACENT SPACES.

V. REMOVE ALL EXISTING WALL-MOUNTED ITEMS WITHIN THE PROJECT

LIMITS WHICH ARE NOT INDICATED TO REMAIN. IF ITEMS ARE

REMOVED FROM WALLS OR COLUMNS THAT REMAIN, PATCH WALLS

AND COLUMNS AS REQUIRED TO RECEIVE NEW FINISHES.

W. PATCH ALL PENETRATIONS RESULTING FROM REMOVAL OF EXISTING

DUCTWORK, PIPING ELECTRICAL RACEWAYS, ETC. FILL

PENETRATION WITH CONCRETE, FULL FLOOR THICKNESS AND

MAINTAIN FIRE-RESISTIVE RATING OF FLOOR SYSTEM. FINISH

CONCRETE IN MANNER SUITABLE FOR NEW FLOOR FINISHES.

X. PATCH ALL INTERSECTIONS AND PENETRATIONS RESULTING FROM

THE REMOVAL OF EXISTING WALLS, DUCTWORK, PIPING, ELECTRICAL

RACEWAYS, ETC. IN THE INTERIOR WALLS TO REMAIN. THE

PENETRATIONS SHALL BE FILLED FLUSHED WITH AND OF THE SAME

MATERIALS AS THE SURROUNDING WALLS (INCLUDES WORK ABOVE

CEILINGS).

Y. DEMOLITION SHALL NOT INTERFERE WITH ADJACENT TENANTS DAILY

OPERATION OR DAILY OPERATION OF BUILDING.

GENERAL DEMOLITION NOTES:

GAME STOPH&R BLOCK

SUN BEAUTY

STOCK

STOCK

STOCK

BREAK

2B1

2B1

2B1

2B12B1

7'

9" 3'

2"

2'

0"

3'

0"

2' - 0" 6' - 4"

5'

2"

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

5'

2"

2' - 6" 3' - 4"

2'

6" 7'

8"

2' - 0"

2' - 0"

7'

2"

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001-022279 T

E CHANGE

ECIVRESEGNAHCXEECROFRIA&YMRA

TM

600 West Main Street Suite 2 Post Office Box 820 Illinois Design Firm License Number 184-002661

618 457 5709 Fax 618 457 5638 Carbondale, Illinois 62901 a Hafer Company

AR

C

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EC

TS

c h.

m ic ha el b oh ns ac k

DESIGN BY:

CHECKED BY:

APPROVED:

RECOMMENDED:

PROJECT:

ARMY & AIR FORCE EXCHANGE SERVICE

DEPARTMENTS OF THE ARMY & AIR FORCE

DRAWING TITLE:

SHEET NO:

DRAWING PROJECT NO.

DATE: SCALE:

OF

RE-C

REAL ESTATE DIRECTORATE

DATE

DATE

KEYPLAN:

DATE

SEAL:

CONSULTANT:

REVISION N0. & DESCRIPTION BY

ARCHITECT:

LICENSE

EXPIRATION DATE

CURRENT DATE 07/28/2023

11/30/2024

As indicatedJuly 28, 2023

D-1.02 1367-23-000002

DEMOLITION FLOOR

SLAB PLAN

CONVERT GAME

STOP TO PANERA

BREAD CONCEPT -

TO GO

Ft. Drum, New York

N/A

FIRST FLOOR DEMOLITION SLAB PLAN

DEMOLITION NOTES:

DEMOLISH METAL WALL PANELS.2D1

2E1

2E2

DEMOLISH PLASTIC LAMINATE WALL CABINETS.

2E3

DEMOLISH PLASTIC LAMINATE BASE CABINETS,

COUNTERTOPS, & SHELVING.

DEMOLISH INTERIOR WOOD DOOR, H.M. FRAME, HARDWARE &

RELATED CONSTRUCTION.

2G1

DEMOLISH LIGHT GAUGE METAL STUD FRAMED GYPSUM

BOARD PARTITION & RELATED FINISHES INCLUDING SLAT WALL

PANELS

2H1

CUT & DEMOLISH DESIGNATED PORTION OF GYPSUM BOARD &

RELATED FINISHES TO FACE OF LIGHT GAUGE METAL FRAMING.

SEE INTERIOR ELEVATIONS.

2H2

DEMOLISH FIRE EXTINGUISHER & BRACKET & RETURN TO OWNER.2J1

DEMOLISH FIRE EXTINGUISHER CABINET & ACCESSORIES.

SALVAGE FIRE EXTINGUISHER FOR REINSTALLATION IN NEW

LOCATION.

2J2

OWNER TO REMOVE EXISTING FURNITURE.2L1

SEE "PD" SHEETS FOR DEMOLITION OF EXISTING SINK AND

RELATED PIPING.

2O1

SEE "ED" SHEETS FOR DEMOLITION OF EXISTING J-BOXES,

CONDUIT & WIRING WHERE APPLICABLE.

2P2

SEE "ED" SHEETS FOR DEMOLITION OF EXISTING POWER PANEL,

CONDUIT & WIRING.

2P3

DEMOLISH SOLID SURFACE COUNTERTOP.

SEE "ED" SHEETS FOR DEMOLITION OF CEILING MOUNTED TV

AND SPEAKERS. RETURN TO OWNER.

2P1

REMOVE VINYL FLOORING, RUBBER BASE, SLAT WALL, ACT

CEILING

REMOVE CARPET TILE FLOORING, ADHESIVE, RUBBER BASE,

SLAT WALL, ACT CEILING

2H3

2H4

2E4 DEMOLISH CASH WRAP. REFER TO ED SHEETS FOR

ELECTRICAL CONNECTIONS

REMOVE STOREFRONT MULLIONS, GLASS AND DOOR2H5

REMOVE GAME STOP SIGN, RETURN TO OWNER. REFER TO

ELECTRICAL SHEETS FOR DISCONNECTION

2H6

REMOVE ROLL DOWN SECURITY GATE. 2H7

REMOVE H&R BLOCK SIGN, RETURN TO OWNER. MAINTAIN

ELECTRICAL CONNECTION FOR GAME STOP SIGN REFER TO

ELECTRICAL SHEETS FOR DISCONNECTION

2H8

REMOVE PLASTIC LAMINATE SIGN BACKER, RETURN TO OWNER2H9

REMOVE SUN BEAUTY SIGN, RETURN TO OWNER. MAINTAIN

ELECTRICAL CONNECTION FOR GAME STOP SIGN REFER TO

ELECTRICAL SHEETS FOR DISCONNECTION

2H10

REMOVE SUN BEAUTY SIGN, RETURN TO OWNER. CAP

ELECTRICAL CONNECTION WITH BLANK PLATE. REFER TO

ELECTRICAL SHEETS FOR DISCONNECTION

2H11

2D2 DEMOLISH SLAT WALL PANELS.

2D3 DEMOLISH WALL COVERING

2D4 DEMOLISH CERAMIC TILE BASE.

2F1 DEMOLISH 7' OF ROOF INSULATION AND EPDM MEMBRNE

AS NEEDED TO FACILITATE INSTALLATION OF NEW ROOF

MOUNTED EQUIPMENT SUPPORT RAILS. PREPARE

ADJACENT STEEL JOINTS TO RECEIVE NEW WELDED

ANGLE SUPPORTS. SEE DETAIL.

2H1

2G1

2H1

2H1 2H1

2H1

2H1

2H5 2H5

2H6

2H1 2H1

9'

1/

2"

2H7

2H8 2H112H92D3

2D4

2D3

2H10

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001-022279 T

E CHANGE

ECIVRESEGNAHCXEECROFRIA&YMRA

TM

600 West Main Street Suite 2 Post Office Box 820 Illinois Design Firm License Number 184-002661

618 457 5709 Fax 618 457 5638 Carbondale, Illinois 62901 a Hafer Company

AR

C

H

IT

EC

TS

c h.

m ic ha el b oh ns ac k

DESIGN BY:

CHECKED BY:

APPROVED:

RECOMMENDED:

PROJECT:

ARMY & AIR FORCE EXCHANGE SERVICE

DEPARTMENTS OF THE ARMY & AIR FORCE

DRAWING TITLE:

SHEET NO:

DRAWING PROJECT NO.

DATE: SCALE:

OF

RE-C

REAL ESTATE DIRECTORATE

DATE

DATE

KEYPLAN:

DATE

SEAL:

CONSULTANT:

REVISION N0. & DESCRIPTION BY

ARCHITECT:

LICENSE

EXPIRATION DATE

CURRENT DATE 07/28/2023

11/30/2024

As indicatedJuly 28, 2023

D-6.01 1367-23-000002

DEMOLITION INTERIOR

ELEVATIONS

CONVERT GAME

STOP TO PANERA

BREAD CONCEPT -

TO GO

Ft. Drum, New York

N/A

3/8" = 1'-0"

DEMOLITION ELEVATION

3/8" = 1'-0"

DEMOLITION ELEVATION

3/8" = 1'-0"

DEMOLITION ELEVATION

3/8" = 1'-0"

DEMOLITION ELEVATION

1/4" = 1'-0"

DEMOLITION ELEVATION

1/4" = 1'-0"

DEMOLITION ELEVATION

S

2H1

2O1

2O2

2O3

2P1

2P2

2H1

2O1

2O2

2O3

2P1

2P2

2H1

2O1

2O2

2O3

2P1

2P2

2H1

2O1

2O2

2O3

2P1

2P2

2H1

2O1

2O2

2O3

2P1

2P2

2H1

2O1

2O2

2O3

2P1

2P2

2H1

2O1

2O2

2O3

2P1

2P2

2H42H2

2H2

2H3

TYPICAL NOTES:

1. REFER TO DEMOLITION INTERIOR ELEVATION SHEETS FOR

REMOVAL OF CONSTRUCTION RELATED TO WALL DEMOLITION

INCLUDING DOORS, FRAMES & OTHER MISCELLANEOUS ITEMS.

2. REFER TO MECHANICAL/ELECTRICAL SHEETS FOR DEMO OF

PLUMBING, HVAC ITEMS, WIRING, DEVICES, LIGHTING FIXTURES

& MISCELLANEOUS ELECTRICAL ITEMS.

3. ITEMS NOT NOTED ARE EXISTING TO REMAIN OR REMOVED BY

OTHERS.

4. CONTRACTOR SHALL LOCATE, IDENTIFY & PROTECT ALL

EXTERIOR & INTERIOR PIPING & CONDUITS RELATED TO AREA

OF WORK, INCLUDING ELECTRICAL CIRCUITS, PLUMBING WASTE

PIPING, POWER, WATER SEWER & NATURAL GAS SERVICES

PRIOR TO COMMENCEMENT OF SLAB DEMOLITION &

EXCAVATION.

5. PATCH & PREPARE GYPSUM BOARD WALL SURFACES TO

REMAIN TO RECEIVE NEW FINISH.

DEMOLITION NOTES:

DEMOLISH LAY-IN ACOUSTICAL TILE CEILING PADS & GRID

SYSTEM.

EXISTING ROLL UP SECURITY GATE TO REMAIN.

DEMOLISH CEILING GRID FEATURE ELEMENT

REMOVE ROLL UP SECURITY GATE.

SEE "MD" SHEETS FOR DEMOLITION OF EXISTING HVAC DUCTS,

GRILLES & DIFFUSERS.

SEE "MD & ED" SHEETS FOR DEMOLITION OF EXISTING EXHAUST

FAN, POWER & ASSOCIATED DUCTWORK.

SEE "FPD" SHEETS FOR DEMOLITION OF/ REVISIONS TO EXISTING

SPRINKLER HEADS/DROPS.

SEE "ED" SHEETS FOR DEMOLITION OF EXISTING INTERIOR

LIGHTING FIXTURES, LAMPS & BALLASTS.

SEE "ED" SHEETS FOR DEMOLITION OF EXISTING J-BOXES,

CONDUIT & WIRING WHERE APPLICABLE.

2H1

2H2

2H3

2O1

2O2

2O3

2P1

2P2

2H4

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001-022279 T

E CHANGE

ECIVRESEGNAHCXEECROFRIA&YMRA

TM

600 West Main Street Suite 2 Post Office Box 820 Illinois Design Firm License Number 184-002661

618 457 5709 Fax 618 457 5638 Carbondale, Illinois 62901 a Hafer Company

AR

C

H

IT

EC

TS

c h.

m ic ha el b oh ns ac k

DESIGN BY:

CHECKED BY:

APPROVED:

RECOMMENDED:

PROJECT:

ARMY & AIR FORCE EXCHANGE SERVICE

DEPARTMENTS OF THE ARMY & AIR FORCE

DRAWING TITLE:

SHEET NO:

DRAWING PROJECT NO.

DATE: SCALE:

OF

RE-C

REAL ESTATE DIRECTORATE

DATE

DATE

KEYPLAN:

DATE

SEAL:

CONSULTANT:

REVISION N0. & DESCRIPTION BY

ARCHITECT:

LICENSE

EXPIRATION DATE

CURRENT DATE 07/28/2023

11/30/2024

As indicatedJuly 28, 2023

D-7.01 1367-23-000002

DEMOLITION

REFLECTED CEILING

PLAN

CONVERT GAME

STOP TO PANERA

BREAD CONCEPT -

TO GO

Ft. Drum, New York

N/A

DEMOLITION REFLECTED CEILING PLAN

1H 1H

1H 1H

1H

GENERAL FLOOR PLAN NOTES:

A. TOP OF FIRST FLOOR CONCRETE SLAB ELEVATION ESTABLISHED AT

100'-0".

B. ALL DIMENSIONS ON FLOOR PLANS ARE FROM FACE OF FINISH

GYPSUM BOARD, FACE OF MASONRY, FACE OF CONCRETE OR

CENTERLINE OF COLUMNS UNLESS NOTED OTHERWISE.

C. ALL NEW INTERIOR PARTITION WALLS TO BE G3.B.1 UNLESS

OTHERWISE NOTED.

D. ALL NEW GYPSUM BOARD CONSTRUCTION TO BE PAINTED UNLESS

NOTED OTHERWISE.

E. CONTRACTOR SHALL PATCH AND MATCH EXISTING WALL FINISHES

WITH LIKE MATERIALS AND FINISHES WHERE DISTURBED BY

CONSTRUCTION.

F. CONTRACTOR SHALL PROVIDE BLOCKING IN WALLS, CEILINGS, AND

ANY OTHER LOCATION AS REQUIRED FOR INSTALLATION OF

CASEWORK, SURFACE MOUNTED ITEMS, PROJECTION SCREENS,

MARKER BOARDS, TOILET ACCESSORIES, SINK ACCESSORIES, WALL

MOUNTED DOOR STOPS, AND ANY OTHER SURFACE MOUNTED ITEMS.

G. FOR WALL TYPES REFER TO THE WALL TYPES SCHEDULE ON SHEET

T-101.

H. FOR INTERIOR FINISHES REFER TO THE ROOM FINISH SCHEDULE ON

SHEET A-9.01.

I. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN WALLS WHERE

SERVICE TO MECHANICAL, PLUMBING, ELECTRICAL, ETC. ELEMENTS

ARE TO BE ADJUSTED I.E. CLEANOUTS, VALVES DAMPERS, ETC.

ACCESS PANELS SHALL BE OF THE SAME RATING AS THE ADJACENT

WALL CONSTRUCTION.

J. CONTRACTOR SHALL PROVIDE GLASS MAT TILE BACKER BOARD (TYPE

"X" AS REQUIRED) AT ALL WALL TILE LOCATIONS UNLESS NOTED

OTHERWISE. PROVIDE GLASS MAT MOISTURE RESISTANT INTERIOR

WALL PANELS AT ALL OTHER WET WALL AND BATHROOM LOCATIONS.

K. CONTRACTOR SHALL PATCH FLOORING AND WHERE WALLS BASE

HAVE BEEN REMOVED DURING DEMOLITION WITH FLOORING AND

BASE THAT MATCHES EXISTING, ADJACENT FLOOR FINISHES UNLESS

NOTED OTHERWISE.

L. REFER TO ELEVATIONS AND DETAILS FOR CLARIFICATION OF WALL

FINISH EXTENTS.

M. CONTRACTOR SHALL CAULK DOOR FRAME FROM FLOOR

CONTINUOUSLY AT THE PERIMETER OF DOOR AND WINDOW FRAMES.

CAULK AFTER WALL COVERING IS INSTALLED (IF SPECIFIED).

N. CONTRACTOR SHALL PROVIDE GLASS MAT TILE BACKER BOARD (TYPE

"X" AS REQUIRED) AT ALL WALL TILE LOCATIONS UNLESS NOTED

OTHERWISE. PROVIDE GLASS MAT MOISTURE RESISTANT INTERIOR

WALL PANELS AT ALL OTHER WET WALL AND BATHROOM LOCATIONS.

O. MAINTAIN FIRE RATED ASSEMBLY IN WALLS, CEILINGS. FLOORS, ETC.

PROVIDE THROUGH-PENETRATION FIRESTOP SYSTEMS AT ALL

PENETRATIONS IN FIRE-RATED ASSEMBLIES. PROVIDE FIRE-RESISTIVE

JOINT SYSTEMS AT ALL JOINTS BETWEEN FIRE-RATED ASSEMBLIES

AND ADJACENT CONSTRUCTION.

P. FLOOR DRAINS SHALL BE RECESSED 1/2" TO 3/4" (BASED ON ROOM

SIZE) UNLESS NOTED OTHERWISE. SLOPE FLOOR TO PROVIDE

POSITIVE DRAINAGE.

Q. HOLD GYPSUM BOARD 1/4" FROM FLOOR, CEILING AND ANY ADJACENT

SURFACE AND PROVIDE A CONTINUOUS BEAD OF ACOUSTICAL

SEALANT AROUND PERIMETER OF ACOUSTICAL PARTITIONS ON EACH

SIDE OF THE WALL. PROVIDE ACOUSTICAL FIRE SEALANT AT FIRE-

RATED PARTITIONS.

R. CONSTRUCTION AND INSTALLATIONS SHALL CONFORM TO ALL

FEDERAL, STATE LOCAL ORDINANCES, CODES, ETC.

S. ALL FIRE-RATED ASSEMBLIES WITH RECESSED WALL ACCESSORIES

AND/OR PENETRATIONS I.E. RECEPTACLES, CONDUITS, DUCTS, PIPING,

FIRE EXTINGUISHER CABINETS, PAPER TOWEL DISPENSERS. ETC.

SHALL BE CONSTRUCTED TO MAINTAIN THE DESIGNATED ASSEMBLY

RATING.

T. ALL SOUND, SMOKE OR FIRE RATED WALLS SHALL EXTEND FROM

FLOOR SUBSTRATE TO THE UNDERSIDE OF FLOOR OR ROOF DECK

ABOVE AND SHALL BE FULLY FIRE-SAFE AND SEALED AS REQUIRED TO

PROVIDE THE ASSEMBLY RATING DESIGNATED.

U. ALL PENETRATIONS THROUGH FLOORS, CHASES, SHAFTS AND FIRE

RATED ASSEMBLIES SHALL BE FIRE-STOPPED.

V. ALL HOLLOW METAL FRAMES TO BE PAINTED.

W. CONTRACTOR SHALL CAULK ALL DISSIMILAR MATERIALS (ie. DRYWALL, FRAMES, FIXTURES.

X. PROVIDE CONTROL JOINTS IN PARTITIONS @ 30'-0" MAX OR AS

INDICATED ON DRAWINGS.

S WALL TYPE REFER TO T-1.01 FOR TYPE LEGEND

FLOOR PLAN REFERENCE NOTES:

NEW COOLER/FREEZER

NOT USED

NEW 225 AMP CPI BREAKER CABINET/DISTRIBUTION PANEL

PER PANERA STANDARDS

STAINLESS CORNER / END WALL GUARDS.

BRACKET MOUNTED FIRE EXTINGUISHER.

SEMI-RECESSED FIRE EXTINGUISHER AND CABINET.

NEW ELECTRICAL PANEL LOCATION

PROVIDE ROUGH IN FOR RELOCATED EXISTING CASH WRAP,

OWNER TO CONFIRM FINAL LOCATION, REFER TO

ELECTRICAL DRAWINGS.

SUPPORT RAIL FOR KIOSK PER PANERA STANDARDS.

NEW CONSTRUCTION LEGEND:

NEW

EXISTING

STOCK ROOM

100A

GAME STOP

PANERA TO GO

A-6.01

A-6.012

A-6.01 1

A-6.01 11

A-6.01

A-6.01

A-6.013

PROVIDE VANILLA BOX

PROVIDE VANILLA BOX

A-6.02

A-6.02

8 7

G3

G3

G3.B.1

G3

G3

D3

D3

B3

100A

A3

A-6.01

A-6.02

A-6.02 10

A3

S7

S7

A-1.01

A-1.01

A-1.01

STEEL JAMB TUBE FURNISHED

AND INSTALLED BY OVERHEAD

COILING GRILLE CONTRACTOR

COORDINATE LOCATION TO

ACCOMMODATE ENTRY ELEMENT

ENCLOSURE

CLEAR ANOD ALUM JAMB GUIDE

AND "L" TRIM BOTH SIDES

WD30A

1' - 0 1/4"

1'

1/

2"

EXISTING

STEEL COLUMN

STEEL JAMB TUBE FURNISHED

AND INSTALLED BY OVERHEAD

COILING GRILLE CONTRACTOR

COORDINATE LOCATION TO

ACCOMMODATE ENTRY ELEMENT

ENCLOSURE

CLEAR ANOD ALUM JAMB GUIDE

AND "L" TRIM BOTH SIDES

WD30A

1 1/2"

DECORATIVE TILE

(T103)

METAL EDGE BEAD

WD30A

STEEL JAMB TUBE FURNISHED

AND INSTALLED BY OVERHEAD

COILING GRILLE CONTRACTOR

COORDINATE LOCATION TO

ACCOMMODATE ENTRY ELEMENT

ENCLOSURE

CLEAR ANOD ALUM JAMB GUIDE

AND "L" TRIM BOTH SIDES

WD30A

WD30A

5/8" GYPSUM BD.

AS REQ'D

EXIST. METAL

STUD FRAMING

3 5/8" METAL

STUDS

1 1/2"

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001-022279 T

E CHANGE

ECIVRESEGNAHCXEECROFRIA&YMRA

TM

600 West Main Street Suite 2 Post Office Box 820 Illinois Design Firm License Number 184-002661

618 457 5709 Fax 618 457 5638 Carbondale, Illinois 62901 a Hafer Company

AR

C

H

IT

EC

TS

c h.

m ic ha el b oh ns ac k

DESIGN BY:

CHECKED BY:

APPROVED:

RECOMMENDED:

PROJECT:

ARMY & AIR FORCE EXCHANGE SERVICE

DEPARTMENTS OF THE ARMY & AIR FORCE

DRAWING TITLE:

SHEET NO:

DRAWING PROJECT NO.

DATE: SCALE:

OF

RE-C

REAL ESTATE DIRECTORATE

DATE

DATE

KEYPLAN:

DATE

SEAL:

CONSULTANT:

REVISION N0. & DESCRIPTION BY

ARCHITECT:

LICENSE

EXPIRATION DATE

CURRENT DATE 07/28/2023

11/30/2024

As indicatedJuly 28, 2023

A-1.01 1367-23-000002

ARCHITECTURAL

FLOOR PLAN

CONVERT GAME

STOP TO PANERA

BREAD CONCEPT -

TO GO

Ft. Drum, New York

N/A

1/4" = 1'-0"

FIRST FLOOR ARCHITECTURAL PLAN

1 1/2" = 1'-0"

PLAN DETAIL

1 1/2" = 1'-0"

PLAN DETAIL

11 1/2" = 1'-0"

PLAN DETAIL

TYPICAL NOTES:

A. SET TOP OF FLOOR DRAIN STRAINER & FLOOR CLEANOUTS FLUSH

WITH TOP OF FLOOR FINISH RECTANGULAR FLOOR SINKS AND

TRENCH DRAINS SHALL BE SET SQUARE WITH WALLS.

B. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO

INSTALLATION OF EQUIPMENT OR CASEWORK.

C. DIMENSIONS (DESIGNATED) WITH ASTERISK) ARE FROM FACE OF

EQUIPMENT OR FINISHED FACE OF WALL.

D. DIMENSIONS (WITHOUT ASTERISK) ARE TO FACE OF STUD/ MASONRY.

STUD THICKNESS SHALL BE 3-5/8" UNLESS NOTED OR INDICATED

OTHERWISE. ALL INTERIOR STUDS TO BE SPACED AT 24" CTRS.

E. ALL HEAVY DUTY DRYWALL STUD HEADER SHALL BE 18 GA. C/SJ

W/TRACK T&B AS FOLLOWS:

1'-0" - 3'-0" WIDE OPENINGS, (2) 3-5/8"

3'-0" - 6'-0" WIDE OPENINGS, (2) 6"

6'-0" - 8'-0" WIDE OPENINGS, (2) 8"

F. LATERALLY BRACE ALL PARTITION WALLS NOT EXTENDED TO DECK TO

RESIST LATERAL LOADING PER IBC 2015, BUT NOT LESS THAN 3 5/8"

KICKERS AT 6'-0" ON CENTER

G. COORDINATE REQUIREMENTS & PROVIDE SOLID BACKING FOR

INSTALLATION OF ALL SIGNAGE, CASEWORK & OTHER WALL MOUNTED

ITEMS.

H. ALL DIMENSIONAL LUMBER AND CONSTRUCTION PANELS SPECIFIED IN

SECTION 06100 (ROUGH CARPENTRY) SHALL BE FIRE TREATED IN FULL

COMPLIANCE WITH SPECIFICATIONS SECTION 06300 (FIRE RETARDANT

WOOD TREATMENT.)

I. REFER TO PLUMBING, MECHANICAL & ELECTRICAL DOCUMENTS FOR

ADDITIONAL CONTRACTOR INSTALLATION RESPONSIBILITIES.

FLOOR PLAN REFERENCE NOTES:

INFILL EXISTING SLAB. LAP EXISTING VAPOR BARRIER MIN 2"

BELOW SLAB, KEY INFILL INTO EXISTING SLAB.

3'

/4

5' - 3"

7' - 4 1/8"

10' - 7" 12' - 3 3/8" 3' - 7 3/4" 4' - 10 1/2" 6' - 9 7/8"

6'

1/

2"

1'

5/

8"

2'

1/

4"

1' - 9 5/8" 14' - 3 1/8"

1' - 0 1/4"

8' - 5 5/8" 5' - 10 1/8"

T

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001-022279 T

E CHANGE

ECIVRESEGNAHCXEECROFRIA&YMRA

TM

600 West Main Street Suite 2 Post Office Box 820 Illinois Design Firm License Number 184-002661

618 457 5709 Fax 618 457 5638 Carbondale, Illinois 62901 a Hafer Company

AR

C

H

IT

EC

TS

c h.

m ic ha el b oh ns ac k

DESIGN BY:

CHECKED BY:

APPROVED:

RECOMMENDED:

PROJECT:

ARMY & AIR FORCE EXCHANGE SERVICE

DEPARTMENTS OF THE ARMY & AIR FORCE

DRAWING TITLE:

SHEET NO:

DRAWING PROJECT NO.

DATE: SCALE:

OF

RE-C

REAL ESTATE DIRECTORATE

DATE

DATE

KEYPLAN:

DATE

SEAL:

CONSULTANT:

REVISION N0. & DESCRIPTION BY

ARCHITECT:

LICENSE

EXPIRATION DATE

CURRENT DATE 07/28/2023

11/30/2024

As indicatedJuly 28, 2023

A-1.02 1367-23-000002

FLOOR SLAB PLAN

CONVERT GAME

STOP TO PANERA

BREAD CONCEPT -

TO GO

Ft. Drum, New York

N/A

1/4" = 1'-0"

FIRST FLOOR SLAB PLAN

FIRST FLOOR DIMENSION PLAN

MECHANICAL UNIT. SEE MEP DRAWINGS.

SEALING MATERIAL.

RUBBER ROD STOCK WITH BONDING ADHESIVE.

2x TREATED WOOD BLOCKING, TYPICAL.

SHEET METAL FLASHING

GALVANIZED METAL COUNTER. FLASHING.

CURB WITH RIGID INSULATION FURNISHED BY CURB

CONTRACTOR.

ROOF SYSTEM. PROVIDE TAPERED CRICKET ON THE

HIGH SIDE OF THE EQUIPMENT CURBS.

NOTE:

CURB SHALL BE…