Drawings - Ft Belvoir Panera.pdf

EXISTING ARBY'S SPACE TO

BE CONVERTED TO PANERA

EXISTING EXPRESS

GORGAS ROAD

G U

N S

T O

N R

O A

D

DRAWN BY:

CHECKED BY:

The Jenkins Group Architecture | Interiors | Planning

300 Park Boulevard, Suite 250 Itasca, Illinois 60143-3146

(630) 250-9100 Telephone

PROJECT:

DRAWING TITLE:

DATE: SHEET NUMBER:

AAFES PROJECT NO.:

CONVERT ARBY'S TO

PANERA

Ft. Belvoir Virginia

APPROVED BY:

RECOMMENDED: DATE:

COORDINATION: DATE:

SEAL:

100% SOLICITATION

COVER SHEET

0307-23-000014

G1.1 10/11/2024

ML

RS

KB

PROJECT NO.: 0307-23-000014

NORTH

PROJECT SITE / KEY PLAN

DRAWING INDEX

VICINITY MAP BASE MAP

CONVERT ARBY'S

TO PANERA

Fort Belvoir, Virginia

HEADQUARTERS

Dallas, Texas

DESIGN ARCHITECT & ENGINEERS

THE JENKINS GROUP, INC.

Architecture | Interiors | Planning

McCOY & HOWARD CONSULTING ENGINEERS, INC.

Electrical | Plumbing | Mechanical | Fire Protection

PROJECT/CODE INFORMATION

EXISTING BUILDING INFORMATION

THE EXISTING NORTH POST EXPRESS IS APPROXIMATELY 3,625 SF AND LOCATED AT 6095 GORGAS ROAD #2304 AT THE CORNER OF GORGAS AND GUNSTON ROAD.

THE BUILDING IS AN EXPRESS STORE, WITH GAS AND A CLASS VI. THE ARBY’S IS SEPARATE BUT CAN BE ACCESSED FROM THE EXPRESS STORE OFF A CONNECTING CORRIDOR. THE ARBY’S HAS A DRIVE-THRU AND DINING SPACE. THE BACK OF THE HOUSE HAS AN INTERIOR WALK-IN COOLER AND FREEZER. A GREASE TRAP IS LOCATED OFF THE BACK NEXT TO THE COOLER BOX.

THE EXTERIOR IS A BRICK VENEER OVER STRUCTURAL METAL STUD FRAMING. THE ROOFING AT THE CANOPIES IS RIBBED METAL STANDING SEAM. THE VENEER BRICK IS DARK BROWN, AND THE METAL ROOF IS DARK BRONZE. THE

FASCIA, COPING TRIM, AND STOREFRONTS ARE DARK BRONZE ANODIZED.

THE SITE AND PARKING LOT ARE ORIGINAL/EXISTING, IN FAIR CONDITION, AND NO WORK IS INCLUDED. PARKING IS AMPLE, AND THERE IS NO NEED TO EXPAND OR ADJUST THE LOCATION OF PARKING. THE ARBY’S HAS A TALL MONUMENT SIGN OFF OF GORGAS ROAD ALONG WITH DIRECTIONAL SIGNS FOR THE DRIVE-THRU.

SUMMARY OF PROJECT WORK:

INTERIOR:

THE PROJECT SCOPE IS TO CONVERT THE EXISTING ARBY’S DRIVE-THRU TO A PANERA BREAD CONCEPT. THE NEW CONCEPT IS TO MEET THE PANERA BRAND STANDARDS AND INCLUDE A NEW COUNTER AREA, ACTIVITY SIGN, BULKHEAD WITH MENU BOARDS, AND SIDE WALLS. THE BACK OF HOUSE WILL BE RE-CONFIGURED TO MEET PANERA REQUIREMENTS; EXISTING EQUIPMENT SUCH AS ICE MACHINES WILL BE EVALUATED FOR REPLACEMENT. THE FLOORING WILL BE REPLACED WITH BRAND STANDARDS, AND THE CEILINGS WILL BE REWORKED TO FIT THE NEW BULKHEAD CONFIGURATION. DOORS WILL BE ASSESSED FOR REPLACEMENT BASED ON OPERATION REQUIREMENTS.

NEW PANERA EQUIPMENT WILL BE INSTALLED, AND THE EXISTING COOLER/FREEZER AND OTHER EQUIPMENT WILL BE EVALUATED FOR RE-USE. THE EXISTING DRIVE-THRU WILL ALSO BE ASSESSED FOR USE. THE CONSTRUCTION

BUDGET HAS NOT BEEN PROVIDED.

PUBLIC TOILETS:

· EXISTING.

EXTERIOR:

· PROVIDE PANERA MENU BOARD AND PREVIEW BOARD TO REPLACE EXISTING.

· REPLACE POLE SIGN. PROVIDE DIRECTION SIGN.

· PROVIDE PULL PORWARD SIGNAGE TO EXISTING PARKING LOCATIONS.

APPLICABLE CODE INFORMATION

(DUE TO EXHAUSTIVE LIST, NOT ALL APPLICABLE CODES ARE LISTED HERE)

- UNIFIED FACILITIES CRITERIA (UFC) 1-200-01 (20 JUN 2016) GENERAL BUILDING REQUIREMENTS which cites OTHER UFC'S AND INTERNATIONAL BUILDING CODE (IBC) 2015 and INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2015.

- UNIFIED FACILITIES CRITERIA (UFC) 1-200-02 (01 DEC 2016) which cites INTERNATIONAL ENERGY CONSERVATION CODE (2015).

- UNIFIED FACILITIES CRITERIA (UFC) 3-101-01 (28 NOV 2011) including CHANGE 3, 20 June 2016.

- UNIFIED FACILITIES CRITERIA (UFC) 3-120-10 (15 June 2006) including Change 1, July 2007.

- UNIFIED FACILITIES CRITERIA (UFC) 3-410-01 (1 July 2013) with Change 3, 25 January 2017 which cites INTERNATIONAL MECHANICAL CODE (2015).

- UNIFIED FACILITIES CRITERIA (UFC) 3-420-01 (25 October 2004) Including Change 10, October 26, 2015 which cites INTERNATIONAL PLUMBING CODE (2015).

- UNIFIED FACILITIES CRITERIA (UFC) 3-501-01 (October 6, 2015) which cites NFPA 70 (2017).

- UNIFIED FACILITIES CRITERIA (UFC) 3-600-01 (8 August 2016) including CHANGE 1, 28 November 2016 which cites NFPA 1 (2015).

- UNIFIED FACILITIES CRITERIA (UFC) 3-600-10N (FINAL DRAFT AUG 2007).

- UNIFIED FACILITIES GUIDE SPECIFICATIONS (UFGS) 16 MAY 2017

- NFPA 101 (2015) FOR EGRESS AND FIRE RATED CONST. THAT COORDINATES WITH EGRESS.

- APPLICABLE PROVISIONS IN THE U.S. ARCHITECTURAL AND TRANSPORTATION BARRIERS COMPLIANCE BOARD’S AMERICANS WITH DISABILITIES ACT (ADA) AND ARCHITECTURAL BARRIERS ACT (ABA) ACCESSIBILITY GUIDELINES

FOR BUILDINGS AND FACILITIES AND ICC/ANSI 117.1.

GENERAL

G1.1 COVER SHEET

ARCHITECTURAL

AD1.1 DEMOLITION FLOOR PLAN, SITE PLAN, & ELEVATIONS

AD1.2 DEMOLITION REFLECTED CEILING PLAN

AS1.1 ARCHITECTURAL SITE PLAN

AS1.2 ARCHITECTURAL SITE DETAILS

A1.1 FLOOR PLAN

A3.1 REFLECTED CEILING PLAN

A5.1 EXTERIOR ELEVATIONS

A9.1 PARTITION TYPES

A9.2 CEILING DETAILS

A10.1 DOOR ELEVATIONS, SCHEDULES, & DETAILS

A11.1 INTERIOR MATERIAL MATRIX & NOTES

A12.1 FLOOR FINISH PLAN

A12.2 INTERIOR FINISH ELEVATIONS

A12.3 INTERIOR DETAILS

A13.1 EQUIPMENT PLAN

A13.2 EQUIPMENT ELEVATIONS

A13.3 EQUIPMENT SCHEDULES

A13.4 EQUIPMENT DETAILS

FIRE PROTECTION

FPD1.0 DEMOLITION FLOOR PLAN - FIRE PROTECTION

FA0.1 FIRE ALARM AND MASS NOTIFICATION SYMBOLS,

SCHEDULES, AND GENERAL NOTES

FA1.0 FLOOR PLANS - FIRE ALARM

FP1.0 FLOOR PLAN - FIRE PROTECTION

MECHANICAL

MD1.0 DEMOLITION FLOOR PLAN - MECHANICAL

M1.0 FLOOR PLAN - MECHANICAL

M2.0 SYMBOLS AND SCHEDULES - MECHANICAL

PLUMBING

PD1.0 DEMOLITION FLOOR PLAN - PLUMBING

P1.0 FLOOR PLAN - PLUMBING

P1.1 FLOOR PLAN - PLUMBING

P2.0 SYMBOLS AND SCHEDULES - PLUMBING

ELECTRICAL

ED1.0 DEMOLITION FLOOR PLAN - LIGHTING

ED2.0 DEMOLITION FLOOR PLAN - POWER

CE1.0 SITE PLAN - ELECTRICAL

E0.1 SYMBOLS AND SCHEDULES - ELECTRICAL

E1.0 FLOOR PLANS - LIGHTING

E2.0 FLOOR PLANS - POWER

E2.1 PANERA EQUIPMENT SCHEDULE - ELECTRICAL

E3.0 FLOOR PLANS - SPECIAL SYSTEMS

E4.0 RISER DIAGRAM - ELECTRICAL

NO. DATE DESCRIPTION

1 15 MAY 2024 35% SUBMITTAL

2 01 AUG 2024 95% SUBMITTAL

3 11 OCT 2024 100% SOLICITATION

FEC-01

FE-02

(E

F E

(E

F E

G

D

RR

C

D

D

24/60 4H

24/60 4H

24/60 4H

24/60 4H

24/60 4H

42 x 30

24 x 30

24 x 3024 x 3024 x 30

24 x 30 24 x 30 24 x 30

24 x 30

24 x 30

24 x 30

24 x 30

24 x 30

24 x 30

24 x 30

24 x 30

24 x 30

42 x 30

G

C

24 x 30

24/42 5H

24/42 5H

24/36 5H

24/48 5H

24/48 10H

24/48 5H

24/36

DUNNAGE

24/36

DUNNAGE

/4

D

U N

N A

G E

/3

D

U N

N A

G E

/4

D

U N

N A

G E

/4

D

U N

N A

G E

24/48 5H

24/36 5H

24/42 5H

24/48 5H

24/48 5H

/4

D

U N

N A

G E

24/48 5H

/4

H

/2

H

EXISTING FLOOR TILE TO BE REMOVED

(REFER TO KEYNOTE)

EXISTING TO REMAIN

EXISTING ELEMENTS TO BE REMOVED

(REFER TO KEYNOTE)

DEMOLITION LEGEND

EXISTING

COLUMN

OFFICE

5 6 74.5 5.5 6.5

A

B

D

A.5

EXISTING

CORRIDOR

EXISTING

MEN'S

TOILET

EXISTING

WOMEN'S

TOILET

EXISTING

JANITOR

EXISTING

STORAGE

EXISTING

OFFICE

EXISTING

COMM

17 17

DINING

QUEUE

STATION

SERVING AREA

DRIVE-UP

PREP AREA

KITCHEN

RECEIVING

DRY STORAGE

03 04 05 08

02 04 0803 05

04 08050302

03 06 09

0603 09

04 05

03 06 09

03 06 09

0603 09

03 06 09

EXISTING

COOLER

EXISTING

FREEZER

07 07

7'

6'

16' - 0" 16' - 0" 16' - 0" 16' - 0" 16' - 0"

AD1.1

AD1.1

DRAINAGE SWALE, VIF.

AD1.1

AD1.1

GENERAL NOTES

A. THE WORD "REMOVE" IS INTENDED TO MEAN THAT THE ITEM IS TO BE REMOVED IN IT'S ENTIRETY, INCLUDING ALL UTILITIES SERVING THE SAME OR OTHER MISCELLANEOUS ITEMS ATTACHED TO OR

CONCEALED WITHIN AND DISPOSED OF OFF-SITE UNLESS INDICATED TO BE REINSTALLED.

B. REMOVE AND REINSTALL: DETACH ITEMS FROM EXISTING CONSTRUCTION, IN A MANNER TO PREVENT

DAMAGE, PREPARE FOR REUSE, AND REINSTALL WHERE INDICATED.

C. EXISTING TO REMAIN: LEAVE EXISTING ITEMS THAT ARE NOT TO BE REMOVED AND THAT ARE NOT

OTHERWISE INDICATED TO BE REINSTALLED.

D. AT REMOVAL LOCATIONS (INCLUDING EQUIPMENT) ... REPAIR REMAINING FLOORS, WALLS, CEILINGS, SOFFITS, ETC. WITH MATERIALS OF THE SAME TYPE AND AS APPROPRIATE FOR INSTALLATION OF

NEW ITEMS AND FINISHES.

E. THESE DRAWINGS DO NOT INDICATE MEP/FP DEMOLITION WORK. SEE MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION DRAWINGS FOR DEMOLITION INFORMATION.

F. REMOVE ALL WALL-MOUNTED ITEMS I.E. POSTER FRAMES, SIGNS, DISPENSERS, ETC., FROM DEMOLISHED AND RE-FINISHED WALLS AND STORE FOR RE-INSTALLATION AS DIRECTED BY EXPRESS.

G. REFER TO SHEET AD1.2 FOR DEMO REFLECTED CEILING PLAN.

T/ SLAB

EL.=100' - 0"

T/ ROOF

EL.=117' - 6 5/8"

567 4.55.56.5

1416 15

/8

16' - 0" 16' - 0" 16' - 0" 16' - 0" 16' - 0"

DRAWN BY:

CHECKED BY:

The Jenkins Group Architecture | Interiors | Planning

300 Park Boulevard, Suite 250 Itasca, Illinois 60143-3146

(630) 250-9100 Telephone

PROJECT:

DRAWING TITLE:

DATE: SHEET NUMBER:

AAFES PROJECT NO.:

CONVERT ARBY'S TO

PANERA

Ft. Belvoir Virginia

APPROVED BY:

RECOMMENDED: DATE:

COORDINATION: DATE:

SEAL:

DEMOLITION FLOOR

PLAN, SITE PLAN, &

ELEVATIONS

0307-23-000014

AD1.1

10/11/2024

ML

RS

KB

NORTH

1/4" = 1'-0"1

FLOOR PLAN - DEMOLITION

1/32" = 1'-0"2

SITE PLAN - DEMOLITION

0 16'-0" 32'-0" 64'-0" 128'-0"

0 2'-0" 4'-0" 8'-0" 16'-0"

DEMOLITION KEYNOTES

01 REMOVE METAL CORNERGUARD.

02 REMOVE WALL FINISHES INCLUDING WALLCOVERING, WAINSCOTING AND TRIM.

03 REMOVE FLOOR TILE AND BASE.

04 REMOVE SUSPENDED CEILING PANELS AND LIGHTING. GRID TO REMAIN. SEE REFLECTED CEILING PLAN

DEMOLITIONS SHEET AD1.2.

05 REMOVE ROOM. REMOVE WALLS AS INDICATED. REMOVE WALL AND FLOOR FINISHES AND CASEWORK

IN ITS ENTIRETY.

06 REMOVE WALL FINISHES INCLUDING FRP PANELS AND TRIM.

07 EXISTING COOLER/FREEZER ROOM TO REMAIN. REMOVE EXISTING SHELVING.

08 REMOVE ALL FURNITURE, CASEWORK, AND EQUIPMENT.

09 REMOVE GWB SOFFITS. REMOVE SUSPENDED CEILING PANELS AND LIGHTING. GRID TO REMAIN. SEE

REFLECTED CEILING PLAN DEMOLITION SHEET AD1.2

10 REMOVE DIRECTIONAL SIGNS IN THERE ENTIRETY. EXISTING SUPPORT AND POWER TO REMAIN FOR

NEW SIGNS.

11 REMOVE ARBY'S MONUMENT SIGN. EXISTING MONUMENT SUPPORT AND POWER TO REMAIN FOR NEW

MONUMENT SIGN.

12 REMOVE CLEARANCE BAR IN ITS ENTIRETY. EXISTING SUPPORT TO REMAIN FOR NEW CLEARANCE BAR.

EXISTING BOLLARDS TO REMAIN.

13 REMOVE PREVIEW SIGN IN ITS ENTIRETY. RELOCATE POWER TO NEW PANERA PREVIEW SIGN

LOCATION. SEE ARCHITECTURAL SITE PLAN SHEET AS.1.

14 REMOVE MENU BOARD SIGN IN ITS ENTIRETY. RELOCATE POWER TO NEW PANERA MENU BOARD SIGN

LOCATION. SEE ARCHITECTURAL SITE PLAN SHEET AS.1.

15 REMOVE ARBY'S BUILDING SIGN. RELOCATE POWER TO NEW PANERA BUILDING SIGN LOCATION. PATCH

MASONRY WALL AT REMOVAL LOCATIONS.

16 REMOVE SPEAKER POST IN ITS ENTIRETY. RELOCATE EXISTING COMMUNICATIONS TO NEW PANERA

CANOPY W/ SPEAKER. SEE ARCHITECTURAL SITE PLAN SHEET AS.1.

17 WINDOW SILLS TO REMAIN.

18 RELOCATE EXISTING FIRE EXTINGUISHER CABINET. SEE FLOOR PLAN SHEET A1.1 FOR NEW LOCATION.

23 REMOVE AND REINSTALL EXTERIOR LIGHT. SEE SHEET A5.1 FOR NEW LOCATION.

24 SAWCUT AND REMOVE ASPHALT PAVING TO INSTALL NEW DETECTOR LOOP.

25 REMOVE RECESSED FLOOR MAT AND PREP FOR NEW MAT.

26 REMOVE CONCRETE FOR NEW ELECTRICAL CONDUIT INSTALLATION AND REPLACE CONCRETE.

CONCRETE CURB IS TO REMAIN.

27 REMOVE BOLLARD.

28 REMOVE ELECTRICAL PANEL. INFILL AND PATCH WALL TO MATCH EXISTING.

1/8" = 1'-0"3

PARTIAL ELEVATION - DEMOLITION

NORTH

0 4'-0" 8'-0" 16'-0" 32'-0"

NO. DATE DESCRIPTION

1 15 MAY 2024 35% SUBMITTAL

OFFICE

5 6 74.5 5.5 6.5

A

B

D

A.5

DINING

QUEUE

STATION

PREP AREA

DRIVE-UP

SERVING AREA

KITCHEN

DRY STORAGE

RECEIVING

EXISTING

CORRIDOR

EXISTING

COMM

EXISTING

MEN'S

TOILET

EXISTING

WOMEN'S

TOILET

EXISTING

JANITOR

EXISTING

STORAGE

EXISTING

OFFICE

7'

6'

16' - 0" 16' - 0" 16' - 0" 16' - 0" 16' - 0"

EXISTING

COOLER

EXISTING

FREEZER

19 19 19

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

EXISTING ELEMENTS TO REMAIN

EXISTING ELEMENTS TO BE REMOVED

DEMOLITION LEGEND

EXISTING CEILING TILE TO BE REMOVED. EXISTING CEILING GRID TO REMAIN.

GENERAL NOTES

A. THE WORD "REMOVE" IS INTENDED TO MEAN THAT THE ITEM IS TO BE REMOVED IN IT'S ENTIRETY, INCLUDING ALL UTILITIES SERVING THE SAME OR OTHER MISCELLANEOUS ITEMS ATTACHED TO OR

CONCEALED WITHIN AND DISPOSED OF OFF-SITE UNLESS INDICATED TO BE REINSTALLED.

B. REMOVE AND REINSTALL: DETACH ITEMS FROM EXISTING CONSTRUCTION, IN A MANNER TO PREVENT

DAMAGE, PREPARE FOR REUSE, AND REINSTALL WHERE INDICATED.

C. EXISTING TO REMAIN: LEAVE EXISTING ITEMS THAT ARE NOT TO BE REMOVED AND THAT ARE NOT

OTHERWISE INDICATED TO BE REINSTALLED.

D. AT REMOVAL LOCATIONS (INCLUDING EQUIPMENT) ... REPAIR REMAINING FLOORS, WALLS, CEILINGS, SOFFITS, ETC. WITH MATERIALS OF THE SAME TYPE AND AS APPROPRIATE FOR INSTALLATION OF

NEW ITEMS AND FINISHES.

E. THESE DRAWINGS DO NOT INDICATE MEP/FP DEMOLITION WORK. SEE MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION DRAWINGS FOR DEMOLITION INFORMATION.

F. REMOVE ALL WALL-MOUNTED ITEMS I.E. POSTER FRAMES, SIGNS, DISPENSERS, ETC., FROM DEMOLISHED AND RE-FINISHED WALLS AND STORE FOR RE-INSTALLATION AS DIRECTED BY EXPRESS.

G. REFER TO SHEET AD1.1 FOR DEMOLITION FLOOR PLAN, DEMOLITION SITE PLAN, AND DEMOLITION

ELEVATION.

DRAWN BY:

CHECKED BY:

The Jenkins Group Architecture | Interiors | Planning

300 Park Boulevard, Suite 250 Itasca, Illinois 60143-3146

(630) 250-9100 Telephone

PROJECT:

DRAWING TITLE:

DATE: SHEET NUMBER:

AAFES PROJECT NO.:

CONVERT ARBY'S TO

PANERA

Ft. Belvoir Virginia

APPROVED BY:

RECOMMENDED: DATE:

COORDINATION: DATE:

SEAL:

DEMOLITION

REFLECTED CEILING

PLAN

0307-23-000014

AD1.2

10/11/2024

ML

RS

KB

NORTH

1/4" = 1'-0"1

REFLECTED CEILING PLAN DEMOLITION

0 2'-0" 4'-0" 8'-0" 16'-0"

DEMOLITION KEYNOTES

19 GWB SOFFIT TO REMAIN.

20 REMOVE SUSPENDED CEILING TILES AND LIGHTING. EXISTING SUSPENDED CEILING GRID IS TO REMAIN.

SEE CEILING PLAN SHEET A3.1 FOR EXTENT OF REMOVAL.

21 REMOVE GWB SOFFIT.

22 EXISTING SPRINKLER LINE TO REMAIN.

NO. DATE DESCRIPTION

1 15 MAY 2024 35% SUBMITTAL

A5.1

A5.1

GORGAS ROAD

SW403.A3SW408.A1 SW409.A1

SP004.B1

SW401.C1

SW403.A3

DT300.A1

DT200.A1

DT001.A1

DT100.A1

SW210.B2

SW210.B2

SM357.A1

SW206.A1 SW206.A2

SW206.A3

SW207.A1

SW207.A2

SW210.A2

SW210.E2 05

DRAINAGE SWALE, VIF.

SP002.B1SW009.A1

GENERAL NOTES

A. "INDICATED": REQUIREMENTS EXPRESSED BY GRAPHIC REPRESENTATIONS OR IN WRITTEN FORM ON

DRAWINGS, IN SPECIFICATIONS, AND IN OTHER CONTRACT DOCUMENTS. OTHER TERMS INCLUDING

"SHOWN," "NOTED," "SCHEDULED," AND "SPECIFIED" HAVE THE SAME MEANING AS "INDICATED."

B. "FURNISH": SUPPLY AND DELIVER TO PROJECT SITE, READY FOR UNLOADING, UNPACKING, ASSEMBLY, INSTALLATION, AND SIMILAR OPERATIONS.

C. "INSTALL": UNLOAD, TEMPORARILY STORE, UNPACK, ASSEMBLE, ERECT, PLACE, ANCHOR, APPLY, WORK TO DIMENSION, FINISH, CURE, PROTECT, CLEAN, AND SIMILAR OPERATIONS AT PROJECT SITE.

D. "PROVIDE": FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE.

E. REFER TO SHEET AS1.2 FOR SITE DETAILS.

F. REFER TO SHEET A5.1 FOR EXTERIOR ELEVATIONS.

G. REFER TO SHEET SERIES A13 FOR EQUIPMENT AND SIGNAGE PLANS AND SCHEDULES.

H. GC TO VERIFY EXISTING SITE CONDITIONS PRIOR TO BID.

I. GC WILL PROVIDE AND INSTALL ELECTRICAL CONDUITS AND CONCRETE FOOTINGS FOR ALL NEW SITE

DRIVE-THRU SIGNAGE.

EXISTING TO REMAIN

NEW CONSTRUCTION

LEGEND

PICK-UP PARKING SPACES

DRIVE THRU PARKING SPACES

GRASS

CONCRETE

DRAWN BY:

CHECKED BY:

The Jenkins Group Architecture | Interiors | Planning

300 Park Boulevard, Suite 250 Itasca, Illinois 60143-3146

(630) 250-9100 Telephone

PROJECT:

DRAWING TITLE:

DATE: SHEET NUMBER:

AAFES PROJECT NO.:

CONVERT ARBY'S TO

PANERA

Ft. Belvoir Virginia

APPROVED BY:

RECOMMENDED: DATE:

COORDINATION: DATE:

SEAL:

ARCHITECTURAL SITE

PLAN

0307-23-000014

AS1.1

10/11/2024

ML

RS

KB

1/16" = 1'-0"1

SITE PLAN

NORTH

0 8'-0" 16'-0" 32'-0" 64'-0"

KEYED NOTES

01 EXISTING DRIVE THRU WINDOW LOCATION.

02 PANERA PROVIDED CANOPY W/SPEAKER. GC TO PROVIDE CONCRETE FOOTING WITH EMBEDDED

ANCHORS BOLTS AND 1" CONDUIT FOR COMMUNICATION WIRING BACK TO BUILDING. VERIFY EXACT

LOCATION WITH PANERA. SEE DETAIL 4/AS1.2.

03 PANERA PROVIDED MENU BOARD. GC TO PROVIDE CONCRETE FOOTING WITH EMBEDDED ANCHOR

BOLTS AND HOLE FOR ELECTRICAL FEED BACK TO BUILDING. VERIFY EXACT LOCATION WITH PANERA.

SEE DETAIL 5/AS1.2

04 PANERA PROVIDED DIRECTIONAL SIGNAGE ON EXISTING SIGN BASE. GC TO REWORK BASE PLATE

ANCHORAGE AS REQUIRED FOR NEW SIGN. SEE DETAIL 7/AS1.2.

05 PROVIDE PAVEMENT MARKERS. SEE DETAIL 1/AS1.2.

06 DRIVE THRU SIGN LOCATIONS. CENTER ON PARKING SPACES. SEE DETAIL 2/AS1.2.

07 PICK-UP SIGN LOCATIONS. CENTER ON PARKING SPACES. SEE DETAIL 2/AS1.2

08 PANERA PROVIDED MONUMENT SIGN MOUNTED ON EXISTING MONUMENT SIGN SUPPORT. GC TO

REWORK BASE PLATE ANCHORAGE AS REQUIRED FOR NEW SIGN. VERIFY EXACT SIGN TYPE AND

MOUNTING WITH PANERA.

09 PANERA PROVIDED PREVIEW BOARD. GC TO PROVIDE CONCRETE FOOTING WITH EMBEDDED ANCHOR

BOLTS AND HOLE FOR ELECTRICAL FEED BACK TO BUILDING. VERIFY EXACT LOCATION WITH PANERA.

SEE DETAIL 5/AS1.2.

10 PANERA PROVIDED CLEARANCE BAR. GC TO REWORK BASE PLATE ANCHORAGE AS NEEDED FOR NEW

SIGN. SEE DETAIL 3/AS1.2.

11 PANERA PROVIDED BUILDING SIGN.

12 NEW DETECTOR LOOP. SEE DETAIL 6/AS1.2.

13 EXISTING CONCRETE CURB.

14 EXISTING STREET LIGHT.

15 EXISTING FIRE HYDRANT.

16 EXISTING PAVEMENT STRIPING.

17 NEW ASPHALT PAVEMENT INFILL TO MATCH EXISTING.

30 NEW CONCRETE INFILL TO MATCH EXISTING.

31 PAINT EXISTING BOLLARD PANERA COLOR P224 BM 1547 DRAGONS BREATH.

SITE SIGNAGE SCHEDULE

ID TAG QTY DESCRIPTION MOUNTING INSTRUCTIONS

DT001.A1 1 DRIVE THRU MENU CANOPY W/ SPEAKER REFER TO SHOP DRAWINGS

DT100.A1 1 DRIVE THRU MENU SIGN; STATIC W/ SPEAKER REFER TO SHOP DRAWINGS

DT200.A1 1 PREVIEW MENU SIGN REFER TO SHOP DRAWINGS

DT300.A1 1 "DRIVE THRU" HEIGHT CLEARANCE BAR REFER TO SHOP DRAWINGS

SW210.A2 1 TALL "DRIVE-THRU" DIRECTIONAL SIGN, STRAIGHT; DARK GREEN REFER TO SHOP DRAWINGS

SW210.B2 2 TALL "DRIVE-THRU" DIRECTIONAL SIGN, TURN; DARK GREEN REFER TO SHOP DRAWINGS

SW210.E2 1 TALL "DO NOT ENTER" & "THANK YOU" SIGN; DARK GREEN REFER TO SHOP DRAWINGS

SW401.C1 1 PAVEMENT SIGN: "DRIVE THRU" W/ ARROW; WHITE ONLY REFER TO SHOP DRAWINGS

SW403.A3 2 PAVEMENT SIGN: ARROW; WHITE ONLY REFER TO SHOP DRAWINGS

SW408.A1 1 PAVEMENT SIGN: 'DO NOT ENTER'; WHITE REFER TO SHOP DRAWINGS

SW409.A1 1 PAVEMENT SIGN: 'STOP' WITH HORIZONATAL BAR; WHITE REFER TO SHOP DRAWINGS

NO. DATE DESCRIPTION

1 15 MAY 2024 35% SUBMITTAL

8' - 0"

SW403.A3

SW408.A1

NOTE:

1. REFER TO SIGN VENDOR DRAWINGS FOR FURTHER INFORMAITON.

2. WHITE LETERS ARE TO BE USED FOR ASPHALT PAVEMENT.

/4

/4

8' - 0"

SW401.C1

4' - 0"4' - 0"

4' - 0"

4' - 10 7/8"4' - 10 7/8"

/4

/8

7' - 1 1/2"

SW409.A1

/2

5'

/4

9' - 9 3/4"

4"

6"

1" 4" 1"

1" 2"

1"

3/4" THICK STEEL BASE PLATE

BY SIGN VENDOR

SMOOTH CROWN ON TOP, TYP.

4" DIA CONCRETE FILLED BOLLARD.

COLOR P224 BM 1547 DRAGONS BREATH

1/2" EXPANSION JOINT

18" DIA. CONCRETE FOOTING

3" 3'

2'

3'

SIGN PROVIDED BY PANERA

VENDOR, INSTALLED BY G.C.

1.66" O.D. 14 GAUGE SIGN POST HI-DENSITY

POLYETHYLENE THERMOPLASTIC SILVER

FINISH, 1.90" O.D. 1/8" NOMINAL WALL

THICKNESS W/ ULTRA-VIOLET AND ANTI-

STATIC ADDITIVE PLASTIC CAP STANDARD

3/8" HOLES

1' - 0"

1'

7'

T/ PAVEMENT

SW206.A1, SW206.A2, SW206.A3

SW207.A1, SW207.A2

MENU/PREVIEW MENU BOARD SIGN BY

SIGN VENDOR

2' - 6"

4" E

X P

O S

E D

CONCRETE FOOTING W/ (4) 3/4" (ASTM-36) ANCHOR BOLTS

WITH DOUBLE NUTS AND WASHERS, 18" MIN EMBEDMENT WITH

4" BOLT EXPOSURE

NOTE: REFERENCE MANUFACTURER'S SHOP DRAWINGS PRIOR TO

FORMING/POURING BASES TO COORDINATE BOLT PLACEMENT.

(4) 1/2" HOLES. 8" O.C.

30" DIA. CONCRETE FOOTING

12" X 22" X 3/4" THICK STEEL BASE PLATE BY

SIGN VENDOR

8"

8"

2" X 3" X 1/4" THICK ALUMINUM TUBE SUPPORT BY

SIGN VENDOR

4" DIA. HOLE FOR ELECTRIC FEED

COORDINATE ELECTRICAL CONDUIT W/

ELECTRICAL DWGS.

12" X 22" X 3/4" THICK STEEL BASE PLATE W/

CONT. PASS-THRU WELD TO STEEL PIPE

GROUT BASE

3/4" THICK HIGH STRENGTH NON-

SHRINK, NON-STAINING GROUT

ALIGN TOP OF FOOTING WITH TOP OF

CURB

ALUMINUM ESCUTCHEON COVER BY SIGN

VENDOR

SECTION

PREMOLDED JOINT FILLER, TYP.

PATCH CONCRETE SLAB TO MATCH

EXISITNG

12x12 REBAR CAGE MADE UP OF #3 REBAR; #3 VERTICALS

INSIDE THE CAGE. TIE ANCHOR BOLTS TO CAGE

5'

PLAN

1/2" PVC TUBING FOR DETECTOR LOOP

1" CONDUITS FOR DATA/POWER FEED

3/4" X 36" X 4" THREAD & HOOK J-BOLT

(ASTM-36) PATTERN 9" ON CENTER (4

TOTAL)

24" DIA. CONCRETE FOOTING

(4) 3/4" HOLES

12" SQ. STEEL BASE PLATE

SIGN VENDOR PROVIDED CANOPY

ABOVE

12x12 REBAR CAGE MADE UP OF #3 REBAR;

#3 VERTICALS INSIDE THE CAGE. TIE

ANCHOR BOLTS TO CAGE

1 1/2"

1/

2"

12" X 12" X 3/4" THICK STEEL BASE PLATE W/

CONT. PASS-THRU WELD TO STEEL SQ.

TUBE

3/4" THICK HIGH STRENGTH NON-SHRINK, NON-

STAINING GROUT

ALIGN TOP OF FOOTING WITH TOP OF

CURB

SIGN VENDOR PROVIDED

ALUMINUM ESCUTCHEON COVER

1' - 0"

2' - 0"

6" 1'

1'

1'

1'

6"

5'

4" E

X P

O S

E D

2' - 2 1/2"

PLAN

SECTION

SIGN VENDOR PROVIDED CANOPY

PREMOLDED JOINT FILLER

PATCH CONCRETE SLAB AND CURB TO

MATCH EXISITNG

1/2" TYP.

PVC & CONDUIT LOCATED WITHIN

STEEL

8" X 14" X 3/4" THICK STEEL BASE

PLATE W/ CONT. PASS-THRU WELD

TO STEEL PIPE GROUT BASE

(4) 3/4" (ASTM-36) ANCHOR BOLTS WITH

DOUBLE NUTS AND WASHERS, 18" MIN

EMBEDMENT WITH 4" BOLT EXPOSURE

3/4" THICK HIGH STRENGTH NON-SHRINK,

NON-STAINING GROUT

PLAN

8" X 14" X 3/4" THICK

STEEL BASE PLATE BY

SIGN VENDOR

(4) 3/4" HOLES

EXISTING CONCRETE FOOTING

SIGN VENDOR PROVIDED

CLEARANCE BAR ABOVE

SECTION

ALUMINUM ESCUTCHEON COVER BY

SIGN VENDOR

6" 1"

NOTE: REFERENCE MANUFACTURER'S SHOP DRAWINGS PRIOR TO

FORMING/POURING BASES TO COORDINATE BOLT PLACEMENT.

2" 10"

EXISTING CONC. FOOTING

4" E

X P

O S

E D

T/ CONCRETE

EXISTING CURB

SPEAKER POST/ CANOPY

DATA CONDUIT FROM INSIDE BUILDING

1/2" PVC TUBING

COUPLING FOR 1/2" PVC TUBING

STUB DETECTOR LOOP CONDUIT @

SPEAKER POST. SEE ELECTRICAL SITE

PLAN FOR ADDITIONAL INFORMATION

POWER CONDUIT FROM INSIDE

BUILDING

CENTERLINE TO ALIGN WITH CENTERLINE

OF SPEAKER POST/DRIVE THRU WINDOW

SAWCUT EXISTING ASPHALT PAVEMENT TO

INSTALL LOOP. PATCH AS REQUIRED TO MATCH

EXISTING PAVEMENT

NOTE: REFERENCE ELECTRICAL DRAWINGS & SIGNAGE SHOP DRAWINGS FOR

DETECTOR LOOP INFORMATION & INSTALLATION INSTRUCTIONS

DETECTOR LOOP PLAN DETAIL

DETECTOR LOOP SECTION @ MENU BOARD

VEHICLE DETECTOR LOOP

PAVEMENT TO MATCH EXISTING

18"

2"

DRAWN BY:

CHECKED BY:

The Jenkins Group Architecture | Interiors | Planning

300 Park Boulevard, Suite 250 Itasca, Illinois 60143-3146

(630) 250-9100 Telephone

PROJECT:

DRAWING TITLE:

DATE: SHEET NUMBER:

AAFES PROJECT NO.:

CONVERT ARBY'S TO

PANERA

Ft. Belvoir Virginia

APPROVED BY:

RECOMMENDED: DATE:

COORDINATION: DATE:

SEAL:

ARCHITECTURAL SITE

DETAILS

0307-23-000014

AS1.2

10/11/2024

ML

RS

KB

3/8" = 1'-0"1

PAVEMENT MARKERS

3" = 1'-0"7

DIRECTIONAL SIGN BASE PLATE DETAIL

3/4" = 1'-0"2

PARKING SIGNAGE DETAILS

3/4" = 1'-0"5

FOUNDATION DETAIL @ MENU/PREVIEW BOARDS

3/4" = 1'-0"4

FOUNDATION DETAIL @ NEW CANOPY

3/4" = 1'-0"3

FOUNDATION DETAIL @ CLEARANCE BAR

3/4" = 1'-0"6

DETAIL @ DETECTOR LOOP IN EXISTING ASPHALT

NO. DATE DESCRIPTION

1 15 MAY 2024 35% SUBMITTAL

F E

C -0

(E

F E

FE-02

(E

F E

DINING

QUEUE

STATION

SERVING AREA

PREP AREA

KITCHEN

DRY STORAGE

RECEIVING

DRIVE-UP

EXISTING

COOLER

EXISTING

FREEZER

CLO.

5 6 74.5 5.5 6.5

A

B

D

A.5

EXISTING

MEN'S

TOILET

EXISTING

WOMEN'S

TOILET

EXISTING

CORRIDOR

EXISTING

COMM

EXISTING

JANITOR

EXISTING

STORAGE

EXISTING

OFFICE

EXISTING SOFFIT

ABOVE

SOFFIT

ABOVE

MATCH EXISTING

SOFFIT INFILL TO

SOFFIT

ABOVE

SOFFIT

ABOVE

SOFFIT

ABOVE

7'

6'

16' - 0" 16' - 0" 16' - 0" 16' - 0" 16' - 0"

A-CK

A-CK

F-CJ F-CJ

F-CJ

A-EK

F-BJ

A-CK

A-CK A-CK

A-CK

A-CK

104A

ALIGN

A

LI

G N

A

LI

G N

A

LI

G N

14' - 2 3/8"

15' - 8 1/4" 4' - 7"

A

LI

G N

A-CK 18

A5.1

A5.1

3A

A-CK

A12.3

2' - 8 1/8"

OPENING

3' - 0" 3' - 2" 3' - 0"

4'

2' - 11"

6'

5'

0"

4'

2'

9'

/8

/8

/4

4'

3/ 8"

E Q

E Q

8'

/4

/4

4'

/8

1'

4' - 3"

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

3' - 0"

6' - 4"

GENERAL NOTES

A. "INDICATED": REQUIREMENTS EXPRESSED BY GRAPHIC REPRESENTATIONS OR IN WRITTEN FORM ON

DRAWINGS, IN SPECIFICATIONS, AND IN OTHER CONTRACT DOCUMENTS. OTHER TERMS INCLUDING "SHOWN," "NOTED," "SCHEDULED," AND "SPECIFIED" HAVE THE SAME MEANING AS "INDICATED."

B. "FURNISH": SUPPLY AND DELIVER TO PROJECT SITE, READY FOR UNLOADING, UNPACKING, ASSEMBLY, INSTALLATION, AND SIMILAR OPERATIONS.

C. "INSTALL": UNLOAD, TEMPORARILY STORE, UNPACK, ASSEMBLE, ERECT, PLACE, ANCHOR, APPLY, WORK TO DIMENSION, FINISH, CURE, PROTECT, CLEAN, AND SIMILAR OPERATIONS AT PROJECT SITE.

D. "PROVIDE": FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE.

E. AT REMOVAL LOCATIONS (INCLUDING EQUIPMENT) ... REPAIR REMAINING FLOORS, WALLS, CEILINGS, SOFFITS, ETC. WITH MATERIALS OF THE SAME TYPE AND AS APPROPRIATE FOR INSTALLATION OF

NEW ITEMS AND FINISHES UNLESS NOTED OTHERWISE.

F. AFTER REFINISHING OF WALLS, RE-INSTALL ALL WALL-MOUNTED ITEMS I.E. POSTER FRAMES, SIGNS, DISPENSERS, ETC. AS DIRECTED BY EXCHANGE.

G. REFER TO SHEET SERIES A3 FOR REFLECTED CEILING PLANS.

H. REFER TO SHEET SERIES A9 FOR PARTITION TYPES AND ADDITIONAL INFORMATION.

I. REFER TO SHEET SERIES A10 FOR DOOR SCHEDULE AND ADDITIONAL INFORMATION.

J. REFER TO SHEET SERIES A11 FOR INTERIOR MATERIAL MATRIX & NOTES.

K. REFER TO SHEET SERIES A12 FOR FLOOR FINISH PLAN FOR ADDITIONAL INFORMATION.

L. REFER TO SHEET SERIES A13 FOR EQUIPMENT AND SIGNAGE PLANS AND SCHEDULES.

M. PROVIDE CONTINUOUS BLOCKING IN WALL FOR ALL WALL HUNG OR WALL SUPPORTED MILLWORK, EQUIPMENT, SIGNAGE, AND TECHNOLOGY. COORDINATE SIZE, AND LOCATION WITH EACH DISCIPLINE.

N. PROVIDE GALVANIZED METAL WALL REINFORCEMENT FOR THE ATTACHMENT OF ALL PLUMBING

FIXTURES.

O. DOOR LOCATIONS - ASSUME DOOR ROUGH OPENINGS START 4" OF OFF THE ADJACENT WALL FINISH, U.N.O. FOR ALL OTHER DOORS, DIMENSIONS ARE TO THE DOOR ROUGH OPENING ON ONE SIDE OF

THE DOOR. REFERENCE THE DOOR TAG FOR THE DOOR SIZE, JAMB DETAILS, AND OTHER

ATTRIBUTES OF THE DOOR.

P. WALL LOCATIONS - DIMENSIONS ARE TO THE FACE OF GYP BOARD ON ONE FACE OF THE WALL, U.N.O.

REFERENCE THE WALL TYPE TAG FOR THE WALL ASSEMBLY.

EXISTING TO REMAIN

NEW CONSTRUCTION

LEGEND

A2XX WALL TYPE

UL.W32.1A DOOR TYPE

DRAWN BY:

CHECKED BY:

The Jenkins Group Architecture | Interiors | Planning

300 Park Boulevard, Suite 250 Itasca, Illinois 60143-3146

(630) 250-9100 Telephone

PROJECT:

DRAWING TITLE:

DATE: SHEET NUMBER:

AAFES PROJECT NO.:

CONVERT ARBY'S TO

PANERA

Ft. Belvoir Virginia

APPROVED BY:

RECOMMENDED: DATE:

COORDINATION: DATE:

SEAL:

FLOOR PLAN

0307-23-000014

A1.1 10/11/2024

ML

RS

KB

1/4" = 1'-0"1

FLOOR PLAN

NORTH

0 2'-0" 4'-0" 8'-0" 16'-0"

KEYED NOTES

18 RELOCATED FIRE EXTINGUISHER.

19 RELOCATED FIRE EXTINGUISHER CABINET.

20 FLOOR DRAIN, SEE PLUMBING DRAWINGS.

21 EXISTING COMMUNICATION HANDHOLE. SEE ELECTRICAL DRAWINGS.

22 FLOOR SINK DRAIN, SEE PLUMBING DRAWINGS.

23 RELOCATED ELECTRICAL PANELS, SEE ELECTRICAL DRAWINGS.

24 EXISTING TRENCH DRAIN.

25 EXISTING FIRE EXTINGUISHER.

27 ELECTRICAL PANEL, SEE ELECTRICAL DRAWINGS.

32 INFILL AND PATCH WALL TO MATCH EXISTING. SEE SHEET A11.1 & A12 SERIES FOR FINISHES.

NO. DATE DESCRIPTION

1 15 MAY 2024 35% SUBMITTAL

DINING

QUEUE

STATION

PREP AREA

KITCHEN

DRY STORAGE

RECEIVING

DRIVE-UP

EXISTING

COOLER

EXISTING

FREEZER

CLO.

5 6 74.5 5.5 6.5

A

B

D

A.5

PROOFER

HOOD

OVEN

HOOD

DISH

WASHER

HOOD

7'

6'

16' - 0" 16' - 0" 16' - 0" 16' - 0" 16' - 0"

EXISTING

CORRIDOR

EXISTING

MEN'S

TOILET

EXISTING

WOMEN'S

TOILET

EXISTING

COMM

EXISTING

JANITOR

EXISTING

STORAGE

EXISTING

OFFICE

9' - 7 1/2"AFF

I-ACP-01

9' - 0"AFF

I-CLG-02

9' - 0 1/2"AFF

I-CLG-01

8' - 3"AFF

I-ACP-02

9' - 7 1/2"AFF

I-ACP-01

9' - 7 1/2"AFF

I-ACP-01

I-PNT-03

I-PNT-02

I-PNT-02 I-PNT-02 I-PNT-02

SERVING AREA

7' - 0" AFF

B/ SOFFIT

9' - 0 1/2" AFF

B/ EXISTING SOFFIT

9' - 0 1/2" AFF

B/ SOFFIT

LOW SPRINKLER LINE

A9.2

A9.2

A9.2

A9.2

MATCH EXISTING

INFILL SOFFIT TO

8' - 6"AFF

I-CLG-01

I-PNT-03

I-PNT-03

I-FRP-01

3' - 0" 5' - 4" 5' - 4" 5' - 4"

2'

I-PNT-02

EQ 4' - 0" EQE

Q

3'

3'

E Q

(4) ANALOG

MENUS

CAN LIGHT FIXTURE.

SEE ELECTRICAL DRAWINGS.

I-CLG-01/02

(GYPSUM BOARD CEILING)

SEE SHEET A11.1 FOR PAINT FINISH

LEGEND

LAY-IN LIGHT FIXTURE.

SEE ELECTRICAL DRAWINGS.

RECESSED BOX CAN LIGHT.

SEE ELECTRICAL DRAWINGS.

CLG HTAFF

CLG TYPE

CEILING TAG

I-ACP-02

(ACOUSTICAL PANEL CEILINGS)

NEW PANELS IN EXISTING GRID.

I-ACP-01

(ACOUSTICAL PANEL CEILINGS)

NEW PANELS IN EXISTING GRID.

HVAC DIFFUSER

SEE MECHANICAL DRAWINGS.

PENDANT LIGHT FIXTURE

SEE ELECTRICAL DRAWINGS.

GENERAL NOTES

A. ALL INTERIOR PARTITIONS ARE TO UNDERSIDE OF DECK, UNO.

B. RCP'S TYPICALLY INDICATE:

a. LOCATIONS, DIMENSIONS AND HEIGHTS A.F.F.

b. VARYING CEILING MATERIALS AND THEIR LOCATIONS.

c. FINAL LOCATIONS OF CEILING MOUNTED FIXTURES/ DEVICES.

C. CONTRACTOR IS TO COORDINATE FIXTURE PLACEMENT WITH ALL MEP ITEMS AND SET FINAL FIXTURE LOCATIONS AS REQUIRED TO EVENLY AND FULLY LIGHT ACCESSIBLE AREAS OF THE ROOM WITH THE

QUANTITY OF FIXTURES SHOWN.

D. ALL EXISTING CEILINGS GRID TO REMAIN ARE TO BE CLEANED AND REPAIRED AS NEEDED.

E. REFER TO SHEET SERIES A9 FOR PARTITION TYPES AND ADDITIONAL INFORMATION.

F. REFER TO SHEET SERIES A10 FOR DOOR SCHEDULE AND ADDITIONAL INFORMATION.

G. REFER TO SHEET SERIES A11 FOR INTERIOR MATERIAL MATRIX & NOTES.

H. REFER TO SHEET SERIES A12 FOR FLOOR FINISH PLAN FOR ADDITIONAL INFORMATION.

I. REFER TO SHEET SERIES A13 FOR EQUIPMENT AND SIGNAGE PLANS AND SCHEDULES.

DRAWN BY:

CHECKED BY:

The Jenkins Group Architecture | Interiors | Planning

300 Park Boulevard, Suite 250 Itasca, Illinois 60143-3146

(630) 250-9100 Telephone

PROJECT:

DRAWING TITLE:

DATE: SHEET NUMBER:

AAFES PROJECT NO.:

CONVERT ARBY'S TO

PANERA

Ft. Belvoir Virginia

APPROVED BY:

RECOMMENDED: DATE:

COORDINATION: DATE:

SEAL:

REFLECTED CEILING

PLAN

0307-23-000014

A3.1 10/11/2024

ML

RS

KB

1/4" = 1'-0"1

REFLECTED CEILING PLAN

NORTH

0 2'-0" 4'-0" 8'-0" 16'-0"

KEYED NOTES

33 GC TO PROVIDE AND INSTALL CUSTOM SQUARE CLEAR ANODIZED ALUMINUM CHASE FROM TOP OF UNIT

TO CEILING TO ENCLOSE SODA LINES.

NO. DATE DESCRIPTION

1 15 MAY 2024 35% SUBMITTAL

34567 4.55.56.5

SP002.B1

SW210.E2

SP004.B1

EXISTING EXPRESS SIGN

16' - 0" 16' - 0" 16' - 0" 16' - 0" 16' - 0" 16' - 0" 18' - 0"

PANERA ENTRYPANERA DRIVE

THRU WINDOW

SW009.A1

RELOCATE EXTERIOR

LIGHT & CENTER ON

DT WINDOW

EQ EQEQEQ

LEGEND

STXXXXX MILLWORK, SIGNAGE, & ARTWORK TAG

GENERAL NOTES

A. REFER TO SHEET SERIES AS1 FOR SITE PLANS AND SITE DETAILS

B. REFER TO SHEET SERIES A12 FOR FLOOR FINISH PLAN FOR ADDITIONAL INFORMATION.

C. REFER TO SHEET SERIES A13 FOR EQUIPMENT PLANS, SCHEDULES, AND DETAILS.

DRAWN BY:

CHECKED BY:

The Jenkins Group Architecture | Interiors | Planning

300 Park Boulevard, Suite 250 Itasca, Illinois 60143-3146

(630) 250-9100 Telephone

PROJECT:

DRAWING TITLE:

DATE: SHEET NUMBER:

AAFES PROJECT NO.:

CONVERT ARBY'S TO

PANERA

Ft. Belvoir Virginia

APPROVED BY:

RECOMMENDED: DATE:

COORDINATION: DATE:

SEAL:

EXTERIOR

ELEVATIONS

0307-23-000014

A5.1 10/11/2024

ML

RS

KB

1/4" = 1'-0"1

PARTIAL NORTH ELEVATION

0 2'-0" 4'-0" 8'-0" 16'-0"

NO. DATE DESCRIPTION

1 15 MAY 2024 35% SUBMITTAL

PARTITION TYPE [FIRST CHARACTER]

A FRAMED PARTITION

C CHASE PARTITION

D DOUBLE STUD PARTITION

E INFILL PARTITION

F FURRED PARTITION

G FRAMING 4" ABOVE CEILING

K CEILING HEIGHT FRAMING

M MASONRY PARTITIONS

P PARTIAL HEIGHT PARTITIONS

S SHAFT PARTITION - FINISHED ONE SIDE

T SHAFT PARTITION - FINISHED BOTH SIDES

FIRE RATING [SECOND CHARACTER]

- NOT RATED

1 1-HOUR RATED

2 2-HOUR RATED

3 3-HOUR RATED

4 4-HOUR RATED

FRAMING [THIRD CHARACTER]

A 1-5/8" METAL STUDS

B 2-1/2" METAL STUDS

C 3-5/8" METAL STUDS

D 4" METAL STUDS

E 6" METAL STUDS

F 7/8" HAT CHANNELS

G 1-1/2" HAT CHANNELS

J 2-1/2" CH STUDS WITH 1" CORE BOARD

K 4" CH STUDS WITH 1" CORE BOARD

L 6" CH STUDS WITH 1" CORE BOARD

M 4" CH STUDS (20 GAUGE) W/ 1" CORE BOARD

N 6" CH STUDS (20 GAUGE) W/ 1" CORE BOARD

P 4" CMU

Q 6" CMU

R 8" CMU

S 10" CMU

T 12" CMU

U 6" METAL STUD WITH EXPANDED STEEL MESH

X COLD FORMED METAL FRAMING

SHEATHING & INSULATION [FOURTH CHARACTER]

A 1 LAYER GWB WITH INSULATION

B 2 LAYERS GWB WITH INSULATION

C 3 LAYERS GWB WITH INSULATION

D 4 LAYERS GWB WITH INSULATION

E 5 LAYERS GWB WITH INSULATION

F 6 LAYERS GWB WITH INSULATION

G 2 LAYERS GWB (1 HIGH IMPACT) W/ INSULATION

H 3 LAYERS GWB (1 HIGH IMPACT) W/ INSULATION

J 1 LAYER GWB - NO INSULATION

K 2 LAYERS GWB - NO INSULATION

L 3 LAYERS GWB - NO INSULATION

M 4 LAYERS GWB - NO INSULATION

N 5 LAYERS GWB - NO INSULATION

P 6 LAYERS GWB - NO INSULATION

PARTITION GENERAL NOTES

PARTITION TAG SYMBOL KEY

A1AA

PARTITION TYPE

FIRE RATING

SHEATHING & INSULATION

FRAMING

1. Gypsum board to be type "X" fire resistant board unless noted otherwise, refer to specifications section #09 2900 - "Gypsum Board Assemblies".

2. Limiting heights listed are based upon the following unless noted otherwise:

a. Uniform lateral load of 5 psf.

b. Metal stud spacing to be 16 inches on center.

c. For metal stud steel thickness, refer to specifications section #09 2900 - "Gypsum Board Assemblies".

d. Partitions have gypsum board over the full height of the wall to provide a composite system. If full height gypsum board is not provided, include lateral bracing in all walls as indicated by SSMA for fully braced non-composite walls.

3. Provide lateral bracing above all doors and openings within 12 inches of the top of the opening.

4. At double stud wall framing, partition wall type D series, no gussets crossing the gap between the two stud rows is allowed.

5. Provide backing at cabinets, shelves, equipment, grab bars, handrails, and other wall mounted items to support the imposed loads.

6. The partition type above or below any opening is to be the same as that scheduled for the sides of the opening.

7. The face plane of differing partition types shall align so that the finish planes continue unbroken within and across spaces.

8. At acoustically rated partitions, provide sound putty pads on all electrical junction boxes. Electrical junction boxes on opposite sides of the partition shall not be back to back.

9. At fire rated partitions, electrical junction boxes are to be separated by at least 24 inches unless fire rated putty pads are used on the adjacent electrical boxes. Electrical junction boxes on opposite sides of the partition shall not be back to back and shall be separated by a stud.

10. Provide cement backer board at all tile locations.

STC RATING : FIRE RATING :

HEAD DETAIL : BASE DETAIL :

A-CK

FRAMED PARTITION

- NOT APPLICABLE

2/A9.1 1/A9.1

09 2900 STEEL STUD

5/8" AS SCHEDULED 5/8"

STC RATING : FIRE RATING :

HEAD DETAIL : BASE DETAIL :

A-EK

FRAMED PARTITION

- NOT APPLICABLE

2/A9.1 1/A9.1

09 2900 GYPSUM BOARD

STC RATING : FIRE RATING :

HEAD DETAIL : BASE DETAIL :

F-CJ

FURRED PARTITION

- NOT APPLICABLE

2/A9.1 1/A9.1

09 2900 STEEL STUD

5/8" AS SCHEDULED

STC RATING : FIRE RATING :

HEAD DETAIL : BASE DETAIL :

F-BJ

FURRED PARTITION

- NOT APPLICABLE

2/A9.1 1/A9.1

09 2900 GYPSUM BOARD

ONLY HALF OF PARTITION SHOWN.

OPPOSITE SIDE IS TO MATCH

09 2900 METAL STUD RUNNER

09 2900 GYPSUM BOARD

CEILING AS SCHEDULED

6"

09 2900 METAL STUD KICKERS @ 48" O.C. MAX.

ALTERNATE DIRECTION TO STRUCTURE ABOVE

1/ 4"

M

IN

09 2900 GYPSUM BOARD

07 9200 ACOUSTICAL JOINT SEALANT

SEE PARTITION TYPE FOR TYPE &

QUALITY OF WALL COMPONENTS

XX

ONLY HALF OF PARTITION SHOWN

OPPOSITE SIDE IS TO MATCH

NON-FIRE-RATED PARTITIONS

09 2900 STEEL RUNNER

DRAWN BY:

CHECKED BY:

The Jenkins Group Architecture | Interiors | Planning

300 Park Boulevard, Suite 250 Itasca, Illinois 60143-3146

(630) 250-9100 Telephone

PROJECT:

DRAWING TITLE:

DATE: SHEET NUMBER:

AAFES PROJECT NO.:

CONVERT ARBY'S TO

PANERA

Ft. Belvoir Virginia

APPROVED BY:

RECOMMENDED: DATE:

COORDINATION: DATE:

SEAL:

PARTITION TYPES

0307-23-000014

A9.1 10/11/2024

ML

RS

KB

6" = 1'-0"2

FRAMED PARTITION - HEAD

6" = 1'-0"1

FRAMED PARTITION - BASE

NO. DATE DESCRIPTION

1 15 MAY 2024 35% SUBMITTAL

6"

6" 2'

/2

I-FRP-01

I-FRP-01

B/ SOFFIT

9' - 7 1/2" AFF

B/ CEILING

8' - 3" AFF

B/ CEILING

7' - 0" AFF

EXISTING GRID, TYP.

A9.2

I-ACP-02 09 5100 ACOUSTICAL PANEL CEILINGS.

09 2900 GYPSUM BOARD

09 2900 3 5/8" STEEL RUNNER

09 2900 3 5/8" STEEL STUD

09 2900 GYPSUM BOARD

I-ACP-01 09 5100 ACOUSTICAL PANEL CEILINGS

09 2900 METAL STUD KICKERS @ 48" O.C. MAX.

ALTERNATE DIRECTION TO STRUCTURE ABOVE

B

B/ CEILING

3 5/8"

9' - 7 1/2" AFF

7" 6"

PAINT I-PNT-03

9' - 0 1/2" AFF

B/ CEILING

EXISTING GRID

09 2900 SUSPENSION SYSTEM

I-ACP-01 09 5100 ACOUSTICAL PANEL CEILINGS

I-CLG-01 09 2900 SUSPENDED GYPSUM BOARD CEILING

09 2900 GYPSUM BOARD

09 2900 3 5/8" STEEL STUD

09 2900 HAT SHAPED FURRING CHANNEL

A9.2

I-FRP-01

09 2900 METAL STUD KICKERS @ 48" O.C. MAX.

ALTERNATE DIRECTION TO STRUCTURE ABOVE

09 2900 COLD ROLLED FRAMING CHANNEL

CROSS BRACE @ 48" O.C. MAX.

6" 1'

/2

B/ CEILING

6"

09 2900 3 5/8" STEEL STUD

09 2900 GYPSUM BOARD

1' - 7"

RPU UNIT BY MILLWORK, REFER TO

EQUIPMENT SCHEDULE & SHOP

DRAWINGS FOR FURTHER INFORMATION.

-SEE A13 SERIES DRAWINGS

ORDER STATUS MONITOR

-SEE A13 SERIES DRAWINGS

B/ SOFFIT

EXISTING GRID, TYP.

PAINT I-PNT-03

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

I-ACP-01 09 5100 ACOUSTICAL PANEL CEILINGS

9' - 7 1/2" AFF

8' - 6" AFF

A9.2

I-FRP-01

09 2900 GYPSUM BOARD

09 2900 METAL STUD KICKERS @ 48" O.C. MAX.

ALTERNATE DIRECTION TO STRUCTURE ABOVE

B/ CEILING

09 2900 GYPSUM BOARD

PAINT I-PNT-03

B/ SOFFIT

5 1/4"

9' - 7 1/2" AFF

EXISTING GRID

9' - 0 1/2" AFF

PAINT I-PNT-03

7"

A9.2

09 2900 METAL STUD KICKERS @ 48" O.C. MAX.

ALTERNATE DIRECTION TO STRUCTURE ABOVE

09 2900 3 5/8" STEEL STUD

I-ACP-01 09 5100 ACOUSTICAL PANEL CEILINGS

09 2900 HAT SHAPED FURRING CHANNEL

09 2900 COLD ROLLED FRAMING CHANNEL

09 2900 SUSPENSION SYSTEM

I-CLG-01 09 2900 SUSPENDED GYPSUM BOARD CEILING

6"

SOFFIT FRAMING PERPENDICULAR TO JOIST SOFFIT FRAMING PERPENDICULAR TO JOIST AT PANEL POINTS

SOFFIT FRAMING PERPENDICULAR TO JOIST SOFFIT FRAMING PARALLEL AND UNDER JOIST

1/2" DIA. BOLT

3/16" X 3" X 3" PL WASHER ON TOP OF JOIST

CHORD AND BELOW TRACK

EXISTING ROOF JOIST

3 5/8" METAL STUD SOFFIT FRAMING

14 GA DEEP LEG TRACK (362T200-68).

PROVIDE 2 #10 SCREWS INTO EA. STUD

1/2" DIA. BOLT

3/16 X 3" X 3" PL WASHER

EXISTING ROOF JOIST

14 GA. X 4" X 4" CLIP W/ 3 #

10 SCREWS PER STUD AND

2 SHOT PINS AT ANGLE

3 5/8" METAL STUD

SOFFIT FRAMING

L4 X 4 X 1/4 CONT. ACROSS SUPPORT

ANGLES - DO NOT CANTILEVER

1/2" DIA. BOLT

L4 X 4 X 1/4 CONT. BETWEEN

JOIST - DO NOT CANTILEVER

3/16" 4

14 GA. X 4" X 4" CLIP W/ 3 #10

SCREWS PER STUD AND 2

SHOT PINS AT STEEL ANGLE

EXISTING ROOF JOIST

1/2" DIA. BOLT

3/16 X 3" X 3" PL

WASHER

PL 1/2 X 5" X 1'-6"

L4 X 4 X 1/4 CONT.

ACROSS 2 JOIST MIN.

- DO NOT CANTILEVER

3 5/8" METAL STUD

SOFFIT FRAMING

14 GA. X 4" X 4" CLIP W/ 3 #10

SCREWS PER STUD AND 2

SHOT PINS AT STEEL ANGLE

EXISTING ROOF JOIST

1/2" DIA. BOLT

3/16 X 3" X 3" PL

WASHER

L4 X 4 X 1/4 CONT.

ACROSS 2 JOIST MIN.

- DO NOT CANTILEVER

3 5/8" METAL STUD

SOFFIT FRAMING

DRAWN BY:

CHECKED BY:

The Jenkins Group Architecture | Interiors | Planning

300 Park Boulevard, Suite 250 Itasca, Illinois 60143-3146

(630) 250-9100 Telephone

PROJECT:

DRAWING TITLE:

DATE: SHEET NUMBER:

AAFES PROJECT NO.:

CONVERT ARBY'S TO

PANERA

Ft. Belvoir Virginia

APPROVED BY:

RECOMMENDED: DATE:

COORDINATION: DATE:

SEAL:

CEILING DETAILS

0307-23-000014

A9.2 10/11/2024

ML

RS

KB

3" = 1'-0"4

DETAIL @ SOFFIT

3" = 1'-0"2

DETAIL @ SOFFIT

3" = 1'-0"3

DETAIL @ SOFFIT

3" = 1'-0"1

DETAIL @ SOFFIT

1 1/2" = 1'-0"5

SOFFIT FRAMING SUPPORT ATTACHMENTS

NO. DATE DESCRIPTION

1 15 MAY 2024 35% SUBMITTAL

TYPE F - FLUSH DOOR

SOLID CORE

KICKPLATE, PUSH

SIDE ONLY

H E

IG

H

T

WIDTH

DOOR SCHEDULE NOTES

1. EXISTING DOOR AND FRAME. CLEAN DOOR. PAINT RM. 103 SIDE OF FRAME AS SCHEDULED.

2. PROVIDE NEW PUSH AND PULL DOOR HARDWARE.

1. ALL HARDWARE MUST BE OF SUCH DIMENSION AND SHALL OPERATE SO THAT THE MINIMUM CLEAR

WIDTH REQUIRED FOR ACCESSIBILITY IN ACCORDANCE WITH ANSI A117.1 IS PROVIDED WHEN THE

DOOR IS IN THE FULLY OPEN POSITION. IN ANY CASE WHERE THE SPECIFIED HARDWARE DOES NOT

SATISFY THIS REQUIREMENT NOTIFY THE ARCHITECT IN WRITING BEFORE ORDERING THAT

HARDWARE AND/OR PREPARING THE DOOR AND/OR FRAME FOR IT.

2. ALL DOOR THRESHOLDS MUST SATISFY THE AMERICANS WITH DISABILITIES ACT, AND STATE AND

LOCAL ACCESSIBILITY REQUIREMENTS RELATED TO THESE THRESHOLDS BEING A COMPONENT IN AN

ACCESSIBLE DOORWAY.

3. COORDINATE THE DIMENSION OF ALL DOOR UNDERCUTS WITH THE FLOOR FINISH SPECIFIED FOR

THE ROOM OR SPACE THAT THE DOOR SWINGS INTO.

4. COORDINATE ALL LOCK KEYING REQUIREMENTS FOR ALL OF PANERA'S DOORS, NEW AND EXISTING, WITH LANDLORDS REPRESENTATIVE.

5. ALL HOLLOW METAL DOOR FRAMES ARE TO BE MITERED AND FULLY WELDED.

6. EXIT DOORS MUST OPEN WITHOUT USE OF KEYS OR SPECIAL KNOWLEDGE FROM THE SIDE WHICH

EGRESS IS MADE.

OPENING NOTES

TYPE F1 - TYPICAL HOLLOW METAL

DOOR FRAME

H E

IG

H

T

WIDTH

2"2"

PARTITION AS SCHEDULED1

/1

/1

S E

E W

A L L T

Y P

E

V A

R

IE

S

1/2"

08 1113 HM FRAME

07 9200 CONTINUOUS SEALANT EACH SIDE

08 1113 JAMB ANCHOR

09 2900 STEEL STUD

DOOR AS SCHEDULED

PARTITION AS SCHEDULED

1 15/16" 1 3/16"

SEE PARTITION TYPE

VARIES

08 1113 HM FRAME

07 9200 CONTINUOUS SEALANT EACH SIDE

COLD FORMED METAL LATERAL BRACING

/2

DOOR AS SCHEDULED

09 2900 STEEL STUD

DRAWN BY:

CHECKED BY:

The Jenkins Group Architecture | Interiors | Planning

300 Park Boulevard, Suite 250 Itasca, Illinois 60143-3146

(630) 250-9100 Telephone

PROJECT:

DRAWING TITLE:

DATE: SHEET NUMBER:

AAFES PROJECT NO.:

CONVERT ARBY'S TO

PANERA

Ft. Belvoir Virginia

APPROVED BY:

RECOMMENDED: DATE:

COORDINATION: DATE:

SEAL:

DOOR ELEVATIONS,

SCHEDULES, &

DETAILS

0307-23-000014

A10.1 10/11/2024

ML

RS

KB

3/8" = 1'-0"1

DOOR TYPES

INTERIOR DOOR SCHEDULE

NUMBER

OPENING DOOR FRAME DETAILS

HDWR SET NOTESWIDTH HEIGHT THICKNESS TYPE MATERIAL FINISH TYPE MATERIAL FINISH HEAD JAMB SILL

103A 3' - 0" 7' - 0" 1 3/4" EXISTING HALF VISION EXISTING SCWD I-WD-01 EXISTING EXISTING HM I-PNT-02 - - - EXISTING 1, 2

104A 3' - 0" 7' - 0" 1 3/4" F SCWD I-WD-01 F1 HM I-PNT-01 3/A10.1 4/A10.1 - 2

3/8" = 1'-0"2

DOOR FRAME TYPES

3" = 1'-0"4

DOOR FRAME DETAIL - JAMB

3" = 1'-0"3

DOOR FRAME DETAIL - HEAD

NO. DATE DESCRIPTION

1 15 MAY 2024 35% SUBMITTAL

A. CORNER GUARDS TO BE INSTALLED AT ALL OUTSIDE CORNERS IN KITCHEN, BAKERY (1 1/2" X 1 1/2"

STAINLESS STEEL). SUPPLIED AND INSTALLED BY G.C.

B. G.C. TO LEAVE ON SITE, UPON COMPLETION OF JOB, (1) BOX EACH OF ALL WALL, FLOOR, CARPET TILE

& CEILING TILE USED - REFER TO VENDOR LIST.

C. ALL FLOORING SHALL BE IN ACCORDANCE WITH APPLICABLE ACCESSIBILITY CODE.

D. INTERIOR PAINT: USE FRESH START PRIMER 02300 (WARM). USE SEMI-GLOSS FINISH IN FOOD SERVICE

AREAS. USE EGSHELL FINISH FOR ALL OTHER WALLS. USE SATIN FINISH ON INTERIOR DOORS &

FRAMES.

GENERAL NOTES

DRAWN BY:

CHECKED BY:

The Jenkins Group Architecture | Interiors | Planning

300 Park Boulevard, Suite 250 Itasca, Illinois 60143-3146

(630) 250-9100 Telephone

PROJECT:

DRAWING TITLE:

DATE: SHEET NUMBER:

AAFES PROJECT NO.:

CONVERT ARBY'S TO

PANERA

Ft. Belvoir Virginia

APPROVED BY:

RECOMMENDED: DATE:

COORDINATION: DATE:

SEAL:

INTERIOR MATERIAL

MATRIX & NOTES

0307-23-000014

A11.1 10/11/2024

ML

RS

KB

INTERIOR MATERIAL MATRIX

CODE DESCRIPTION MODEL NO. | STYLE | PATTERN | COLOR NAME | NUMBER MANUFACTURER FURNISHED BY INSTALLED BY LOCATION NOTES

CEILINGS

I-ACP-01 ACOUSTICAL PANEL CEILINGS USG FROST #414, SIZE 2' X 2' X 3/4"; EDGE: SLB; GRID: EXISTING; TILE COLOR: MANILA #246 (PREFINISHED) GRID COLOR: PAINTED MANILA #246 USG GC GC FOH

I-ACP-02 ACOUSTICAL PANEL CEILINGS USG SHEETROCK BRAND LAY-IN PANEL CLIMAPLUS, 2' X 4' VINYL, FINE TEXTURED, EXISTING GRID # 3270 COLOR: WHITE USG GC GC BOH

I-CLG-01 SUSPENDED GYPSUM BOARD CEILING PAINTED I-PNT-03 USG GC GC FOH | BOH

I-CLG-02 SUSPENDED GYPSUM BOARD CEILING PAINTED I-PNT-04 USG GC GC FOH | BOH

CORNER GUARDS

I-CG-01 STAINLESS STEEL ENDCAP STAINLESS STEEL CORNER GUARD; TYPE 304 #4 SATIN; 16 GA. GC GC BOH

I-CG-02 STAINLESS STEEL CORNER GUARD STAINLESS STEEL CORNER GUARD; TYPE 304 #4 SATIN; 16 GA.; GC GC BOH

I-CG-03 ANODIZED ALUMINUM TILE CORNER TILE ANODIZED ALUMINUM CORNER GUARD; TILE EDGE/OUTSIDE CORNER; JOLLY SYSTEM SCHLUTER GC GC FOH | BOH

FIBERGLASS REINFORCED PANELS

I-FRP-01 WALL PANELS FIBERGLASS REINFORCED PANELS: GLASBORD-PIF, #85 WHITE, CLASS C FIRE RATED, THICKNESS 0.09", TEXTURE: PEBBLED EMBOSSED. CRANE COMPOSITES GC GC BOH

PAINT

I-PNT-02 INTERIOR PAINT BAJA DUNES; #997 BENJAMIN MOORE GC GC FOH

I-PNT-03 INTERIOR PAINT NATURE'S REFLECTION; #504 BENJAMIN MOORE GC GC FOH

I-PNT-04 INTERIOR PAINT FIELD PAINT BENJAMIN MOORE GC GC FOH PAINT CLOSET, ROOM 115, WALLS & CEILING.

SOLID SURFACES

I-SS-01 SOLID SURFACE COUNTERS & TABLETOPS COLOR: DOVER A-850 ARRAY SOLID SURFACE GC GC FOH | BOH

TILE

I-TL-01 TILE FLOORING URBAN CONCRETE; COLOR: GREY, SIZE: 12" X 24", LAYOUT/PATTERN: STACKED BOND STONE PEAK GC GC FLOOR | FOH G20 GROUT; MANUF: MAPEI; COLOR: 107, IRON, THICKNESS 3/16"

I-TL-02 TILE FLOORING QUARY TILE; COLOR: CHESTNUT BROWN SIZE: 6" X 6", LAYOUT/PATTERN: STACKED BOND METROPOLITAN GC GC FLOOR | FOH G32 GROUT; MANUF: MAPEI; COLOR: 07, CHOCOLATE ; THICKNESS 3/8"

I-TL-03 WALL TILE CULTURE; COLOR: WHITE MATTE, SIZE: 5" X 5", LAYOUT/PATTERN: STACKED BOND WOW TILE GC GC WALL | FOH G27 GROUT; MANUF: MAPEI; COLOR: 220, WHITE/EGGSHELL; THICKNESS 1/16"

TILE BASE

I-TB-01 TILE COVE BASE COVE BASE; URBAN CONCRETE; COLOR: GREY, SIZE: 6" X 12" STONE PEAK GC GC WALL | FOH G20 GROUT; MANUF: MAPEI; COLOR: 107, IRON, THICKNESS 3/16"

I-TB-02 TILE COVE BASE COVE BASE; QUARY TILE; COLOR: CHESTNUT BROWN, SIZE: 6" X 6" METROPOLITAN GC GC WALL | BOH G32 GROUT; MANUF: MAPEI; COLOR: 07, CHOCOLATE ; THICKNESS 3/8"

WALK OFF FLOOR MAT

C12 RECESSED FLOOR MAT WALK OFF; STYLE: ROUGH IDEA SHEAR; COLOR: PLOT 800118; SIZE: 24 X 24; INSTALL: BRICK ASHLAR BENTLEY PRINCE STREET GC SMARTSTEP FOH

WOOD

I-WD-01 CHAIR RAIL, FURNITURE, PANELING, DOORS WHITE OAK, NATURAL; FINISH: 5% SHEEN MILLWORK VENDOR GC GC WALL | FOH

NO. DATE DESCRIPTION

1 15 MAY 2024 35% SUBMITTAL

C -0

(E

F E

FE-02

(E

F E

5 6 74.5 5.5 6.5

A

B

D

A.5

EXISTING SOFFIT

ABOVE

SOFFIT

ABOVE

SOFFIT

ABOVE

SOFFIT

ABOVE

SOFFIT

ABOVE

A12.21

I-PNT-02/03

I-TB-01

I-TL-01

QUEUE

I-PNT-02/03

I-TB-01

I-TL-01

STATION

I-PNT-02/03

I-TB-01

I-TL-01

DINING

I-FRP-01

I-TB-02

I-TL-02

DRY STORAGE

I-TL-03

I-TB-02

I-TL-02

SERVING AREA

I-FRP-01

I-TB-02

I-TL-02

DRIVE-UP

I-FRP-01

I-TB-02

I-TL-02

PREP AREA

I-FRP-01

I-TB-02

I-TL-02

RECEIVING

I-FRP-01

I-TB-02

I-TL-02

KITCHEN

A12.26

A12.2 87

A12.2

A12.213 14

A12.215

I-PNT-02

I-TB-01

I-TL-01

CLO.

7'

6'

16' - 0" 16' - 0" 16' - 0" 16' - 0" 16' - 0"

EXISTING

MEN'S

TOILET

EXISTING

WOMEN'S

TOILET

EXISTING

CORRIDOR

EXISTING

COMM

EXISTING

JANITOR

EXISTING

STORAGE

EXISTING

OFFICE

AF013.A4 - FROST VINYL @

STOREFRONT DIRECTLY

BEHIND SODA TOWER

EXISTING TILE TO

REMAIN

A12.3

A12.3

TYP.

I-CG-01

I-CG-01

I-CG-01

I-CG-01

I-CG-01

I-CG-02 I-CG-02

I-CG-02

I-CG-02

I-CG-02

I-CG-02

I-T L-01

E X

IS

T

IN

G

I-TL-01 I-TL-02

A12.3

TYP.

I-TL-01 I-TL-02

8' - 0"

6' - 10 1/4"

AP013.X2 PRINTED ON (7)

PLYWOOD PANELS 1'X6'

TALL.

I-CG-02

I-CG-02

I-CG-01

AP019.B1 - ARTWORK AP019.B2 - ARTWORK

I-CG-01

AP012.P2 & AP012.S2

ARTWORK

C12

C12

I-CG-03

I-CG-03

A12.3

TYP.

A12.3

TYP.

A12.3

TYP.

I-CG-02

EXISTING

COOLER

EXISTING

FREEZER

FINISH PLAN ROOM TAG

XX.XX.XXX

Wall

Base

Floor

Room Name

LEGEND

I-TL-02

(TILE FLOORING)

I-TL-01

(TILE FLOORING)

GENERAL NOTES

A. NEW FLOOR TILES ARE TO BE INSTALLED AS INDICATED ON PLAN WITH FULL TILES WHEREVER

POSSIBLE. SEE FINISH SCHEDULE FOR SPECIFICATIONS.

B. ALL FLOOR FINISHES SHALL BE INSTALLED WITH TOP EDGES LEVEL W/ ADJACENT MATERIAL TOP

EDGES. CONFIRM TILE THICKNESS AS THESE MAY VARY. CONFIRM THAT NO OVERALL FLOATING OF

FLOOR IS REQUIRED.

C. COORDINATE FLOORING TRANSITIONS & BASE TILE INSTALLATION W/ MILLWORK SHOP DRAWINGS &

FIELD CONDITIONS.

D. ALL THRESHOLDS SHALL HAVE A MAX HEIGHT OF 1/2" ABOVE EXISTING CONCRETE SLAB &/OR

INTERIOR FINISHES.

E. SEE PLUMBING DRAWINGS FOR DIMENSIONS & LOCATIONS OF FLOOR DRAINS & FLOOR SINKS.

F. REFER TO SHEET SERIES A3 FOR REFLECTED CEILING PLANS.

G. REFER TO SHEET SERIES A9 FOR PARTITION TYPES AND ADDITIONAL INFORMATION.

H. REFER TO SHEET SERIES A11 FOR INTERIOR MATERIAL MATRIX.

I. REFER TO SHEET A12.2 FOR INTERIOR FINISH ELEVATIONS.

J. REFER TO SHEET A12.3 FOR INTERIOR DETAILS.

K. REFER TO SHEET SERIES A13 FOR EQUIPMENT.

DRAWN BY:

CHECKED BY:

The Jenkins Group Architecture | Interiors | Planning

300 Park Boulevard, Suite 250 Itasca, Illinois 60143-3146

(630) 250-9100 Telephone

PROJECT:

DRAWING TITLE:

DATE: SHEET NUMBER:

AAFES PROJECT NO.:

CONVERT ARBY'S TO

PANERA

Ft. Belvoir Virginia

APPROVED BY:

RECOMMENDED: DATE:

COORDINATION: DATE:

SEAL:

FLOOR FINISH PLAN

0307-23-000014

A12.1 10/11/2024

ML

RS

KB

1/4" = 1'-0"1

FLOOR FINISH PLAN

NORTH

0 2'-0" 4'-0" 8'-0" 16'-0"

KEYED NOTES

20 FLOOR DRAIN, SEE PLUMBING DRAWINGS.

21 EXISTING COMMUNICATION HANDHOLE. SEE ELECTRICAL DRAWINGS.

22 FLOOR SINK DRAIN, SEE PLUMBING DRAWINGS.

23 RELOCATED ELECTRICAL PANELS, SEE ELECTRICAL DRAWINGS.

24 EXISTING TRENCH DRAIN.

27 ELECTRICAL PANEL, SEE ELECTRICAL DRAWINGS.

32 INFILL AND PATCH WALL TO MATCH EXISTING. SEE SHEET A11.1 & A12 SERIES FOR FINISHES.

NO. DATE DESCRIPTION

1 15 MAY 2024 35% SUBMITTAL

T/ SLAB

EL.=100' - 0"

B A.5

I-PNT-02

I-PNT-02

I-TB-01

I-PNT-02

I-TB-01

EXISTING BRICK WALL

EXISTING STOREFRONT

2'

I-WD-01

6' - 5"

9'

/2

T/ SLAB

EL.=100' - 0"

5 64.5 5.5

2'

EXISTING

STOREFRONT

EXISTING

STOREFRONT

EXISTING

STOREFRONT

I-PNT-02

I-PNT-02

I-WD-01

I-PNT-02I-PNT-02

I-PNT-02 I-PNT-02

I-TB-01

I-PNT-02I-TB-01

AF013.A4 - FROST VINYL @ STOREFRONT

DIRECTLY BEHIND SODA TOWER

16' - 0"16' - 0"16' - 0"

9'

/2

7'

AP012.S2

AP012.P2

T/ SLAB

EL.=100' - 0"

5 4.55.5

EXISTING BRICK WALL

I-PNT-02

2'

I-WD-01

I-TB-01

AP019.B1 - ARTWORKAP019.B2 - ARTWORK

16' - 0" 16' - 0"

I-PNT-03

9'

/2

" EQ EQ EQ EQ

8'

T/ SLAB

EL.=100' - 0"

A B

I-TB-01 I-TB-01

13' - 5"

A9.2

____ 1 A9.2

OPEN

4" 9'

/2

OPEN

I-PNT-03

I-TB-01

I-CG-03

I-PNT-03

AP012.P2 30"X30" ART

PRINTED ON CANVAS

W/ WHITE OAK FRAME

I-PNT-02

I-PNT-03 AP012.S2 30"X30" ART

PRINTED ON CANVAS

W/ WHITE OAK FRAME

2"

2"

EQEQ

T/ SLAB

EL.=100' - 0"

B

OPEN

RELOCATED

EXISTING FIRE

EXTINGUISHER

CABINET

I-TB-01 I-TB-01

2'

I-WD-01

A12.3

9'

/2

I-PNT-02

T/ SLAB

EL.=100' - 0"

6 5.5

OPEN

I-TB-01

I-TL-03

I-TB-02

16' - 0"

I-TB-01EXISTING

DOOR

9'

/2

7"

T/ OPENING

7' - 0" AFF

AP013.X2 PRINTED ON (7)

PLYWOOD PANELS 1'X6' TALL

I-PNT-02

I-CG-01

I-CG-03

A9.2

EQ

4" TYP.

EQ

T/ SLAB

EL.=100' - 0"

AB

I-CG-01 I-TB-02

13' - 5"

A9.2

OPEN

I-FRP-01

I-FRP-01

OPEN

7" 9'

/2

A9.2

I-CG-01

T/ SLAB

EL.=100' - 0"

6.5

I-TB-02 I-FRP-01

8'

T/ SLAB

EL.=100' - 0"

76.5

16' - 0"

OPEN

I-TB-02

LOW SPRINKLER

LINE

I-CG-01

8'

I-FRP-01

T/ SLAB

EL.=100' - 0"

B

I-TB-02I-TB-02 EXISTING REF

DOOR EXISTING

DOOR

I-FRP-01

I-TB-02

LOW SPRINKLER

LINE

8'

I-CG-02 I-CG-02

T/ SLAB

EL.=100' - 0"

67 6.5

16' - 0" 16' - 0"

I-TB-02 I-TB-02

I-FRP-01

OPEN

I-CG-02 I-CG-01 I-CG-02

LOW SPRINKLER LINE

8'

RELOCATED ELECTRICAL PANELS,

SEE ELECTRICAL DRAWINGS

T/ SLAB

EL.=100' - 0"

B A.5

6' - 5"

I-TB-02

I-FRP-01

I-TB-02

OPEN

OPEN

LOW SPRINKLER

LINE

A9.2

I-CG-01I-CG-02 I-CG-01 I-TB-02

I-FRP-01

8'

RELOCATED ELECTRICAL PANELS,

SEE ELECTRICAL DRAWINGS

T/ SLAB

EL.=100' - 0"

76.5

16' - 0"

I-FRP-01

I-TB-02

EXISTING DRIVE

THRU WINDOW

I-CG-01

I-CG-02I-CG-02

9'

/2

I-FRP-01

I-FRP-01

7' - 0" AFF

B/ SOFFIT

A9.2

I-FRP-01

T/ SLAB

EL.=100' - 0"

A B

I-TL-03

I-TB-02

I-TB-02

OPEN

13' - 5"

A9.2

I-CG-02

9'

/2

I-FRP-01

7' - 0" AFF

B/ SOFFIT

A9.2

I-CG-03

T/ SLAB

EL.=100' - 0"

67 6.5

16' - 0" 16' - 0"

OPEN

I-TB-02 I-TB-02

I-FRP-01

OPEN

A9.2

I-CG-01I-CG-02

6'

1'

1'

/2

I-FRP-01

I-PNT-03

I-PNT-03

A9.2

I-CG-01

I-FRP-01

I-FRP-01

STAINLESS STEEL

PANEL

5' - 0"

A9.2

I-CG-03

T/ SLAB

EL.=100' - 0"

B

I-TB-02I-CG-02I-CG-02

8'

I-FRP-01I-TB-02

RELOCATED FE

T/ SLAB

EL.=100' - 0"

6 6.5

16' - 0"

OPEN OPEN

I-TB-02I-TB-02 I-TB-02 I-CG-02 I-CG-01

I-FRP-01

T/ OPENING

8'

RELOCATED FE

7' - 0" AFF

I-FRP-01

I-CG-01

T/ SLAB

EL.=100' - 0"

I-FRP-01

8'

I-TB-02

GENERAL NOTES

A. REFER TO SHEET SERIES A3 FOR REFLECTED CEILING PLANS.

B. REFER TO SHEET SERIES A9 FOR PARTITION TYPES AND ADDITIONAL INFORMATION.

C. REFER TO SHEET SERIES A10 FOR DOOR SCHEDULE AND ADDITIONAL INFORMATION.

D. REFER TO SHEET SERIES A11 FOR INTERIOR MATERIAL MATRIX & NOTES.

E. REFER TO SHEET A12.1 FOR FLOOR FINISH PLAN FOR ADDITIONAL INFORMATION.

F. REFER TO SHEET A12.3 FOR INTERIOR DETAILS.

G. EQUIPMENT NOT SHOWN FOR CLARITY. REFER TO SHEET SERIES A13 FOR EQUIPMENT.

H. CONTRACTOR TO PROVIDE CONTINUOUS BLOCKING IN WALL FOR ALL WALL HUNG OR WALL

SUPPORTED MILLWORK, EQUIPMENT, SIGNAGE, AND TECHNOLOGY. COORDINATE SIZE, AND

LOCATION WITH EACH DISCIPLINE.

DRAWN BY:

CHECKED BY:

The Jenkins Group Architecture | Interiors | Planning

300 Park Boulevard, Suite 250 Itasca, Illinois 60143-3146

(630) 250-9100 Telephone

PROJECT:

DRAWING TITLE:

DATE: SHEET NUMBER:

AAFES PROJECT NO.:

CONVERT ARBY'S TO

PANERA

Ft. Belvoir Virginia

APPROVED BY:

RECOMMENDED: DATE:

COORDINATION: DATE:

SEAL:

INTERIOR FINISH

ELEVATIONS

0307-23-000014

A12.2 10/11/2024

ML

RS

KB

1/4" = 1'-0"1

INTERIOR ELEVATION

1/4" = 1'-0"2

INTERIOR ELEVATION

1/4" = 1'-0"3

INTERIOR ELEVATION

1/4" = 1'-0"4

INTERIOR ELEVATION

1/4" = 1'-0"6

INTERIOR ELEVATION

1/4" = 1'-0"5

INTERIOR ELEVATION

1/4" = 1'-0"7

INTERIOR ELEVATION

1/4" = 1'-0"17

INTERIOR ELEVATION

1/4" = 1'-0"12

INTERIOR ELEVATION

1/4" = 1'-0"14

INTERIOR ELEVATION

1…