A1j - 3740-23-000003 DRAWINGS Solicitation.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

FINISH TAG

WDXXXXX

CASEWORK/ WOOD ID TAG

XXXX

XXXXXXXX

LIGHTING ID TAG

ARTWORK ID TAG

E CHANGE

ECIVRESEGNAHCXEECROFRIA&YMRA

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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 BK TO PANERA WITH DRIVE-THRU

Ft. Cavazos, Texas

AAFES PN: 3740-23-000003

PANERA STORE 2479

October 23, 2023

ISSUED FOR SOLICITATION

ARCHITECT

MECHANICAL/ ELECTRICAL ENGINEERS

12" = 1'-0"10.23.2023

T-1.00 3740-23-000003

TITLE SHEET / INDEX

OF DRAWINGS

CONVERT BK TO

PANERA WITH

DRIVE-THRU

Ft. Cavazos, Texas

N/A

SHEET INDEX

SHEET NO. SHEET NAME

GENERAL

T-1.00 TITLE SHEET / INDEX OF DRAWINGS

T-1.01 GENERAL INFORMATION SHEET

T-1.02 REFERENCE FLOOR PLAN AND LIFE SAFETY PLAN

CIVIL

C-1.00 SITE PLAN

C-1.01 SITE DETAILS

DEMOLITION

D-1.01 DEMOLITION FLOOR PLAN

D-1.02 DEMOLITION FLOOR SLAB PLAN

D-6.01 DEMOLITION ELEVATIONS

D-7.01 DEMOLITION REFLECTED CEILING PLAN

ARCHITECTURAL

A-1.01 FLOOR PLAN

A-1.02 FLOOR SLAB & DIMENSION PLANS

A-4.01 EXTERIOR BUILDING ELEVATIONS

A-5.01 ROOF PLAN

A-6.01 INTERIOR ELEVATIONS - FRONT OF HOUSE

A-6.02 INTERIOR ELEVATIONS - BACK OF HOUSE

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

A-7.01 REFLECTED CEILING PLAN & CEILING DETAILS

A-9.01 INTERIOR MATERIALS LIST

A-9.02 INTERIOR FINISH PLAN

FS-1.01 EQUIPMENT PLAN

FS-1.02 EQUIPMENT SCHEDULE, NATIONAL ACCOUNTS CONTACTS

MECHANICAL

MD-1.01 DEMOLITION FLOOR PLAN - MECHANICAL

M-1.01 FLOOR PLAN - MECHANICAL

M-2.01 SYMBOLS AND SCHEDULES - MECHANICAL

PLUMBING

PD-1.01 DEMOLITION FLOOR PLAN - PLUMBING

P-1.01 FLOOR PLAN - PLUMBING

P-1.02 FLOOR PLAN - PLUMBING

P-2.01 SYMBOLS AND SCHEDULES - PLUMBING

FIRE PROTECTION

FP-1.00 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 PLAN - FIRE ALARM

ELECTRICAL

E-0.01 SYMBOLS AND SCHEDULES - ELECTRICAL

ED-1.01 DEMOLITION FLOOR PLAN - LIGHTING

ED-2.01 DEMOLITION FLOOR PLAN - POWER

E-1.01 FLOOR PLAN - LIGHTING & SITE PLAN

E-2.01 FLOOR PLAN - POWER

E-3.00 RISER DIAGRAM AND PANEL SCHEDULES - ELECTRICAL

PROJECT SITE PROJECT SITE

BUILDING 33012 - 761 TANK BATTALION AVENUE

FORT CAVAZOS, TX 76544

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001-022279 T

10/23/2023

2S2S

2H2H

1S1S

1H1H

SSSS

SS

E2SE2S

E2HE2H

E1SE1S

E1HE1H

ESSESS

ESES

WATER COOLER

PAPER TOWEL

DISPENSER

FIRE EXTINGUISHER

CABINET

C .L

. O F

H

AN

D

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" M

AX

. T

O

FIRE HOSE

CABINET

C .L

. O F

H

AN

D

LE

" M

AX

. T

O

3'

4"

" M

AX

" M

IN

9" M

IN

DEPTH

17" MIN.

TOE CLEARANCE

6" MAX.

KNEE CLEARANCE

8" MIN.

4'

1/

2"

3'

0"

2'

3/

4"

9 7/8"1' - 7 3/4"

" M

AX

TOWEL

DISPENSING

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

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.

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

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

V3

V2

V1

V V6

V8

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.

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.

FRONT OF HOUSE

BACK

OF HOUSE

IF TILE FINISH: 5/8" DUROCK

BRAND CEMENT BOARD

IF WOOD FINISH: 5/8" PLYWOOD

TO REPLACE CEMENT BOARD.

SCHEDULED

CEILING

20GA CHANNEL RUNNERS ATTACHED

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

3-5/8" KICKERS ATTACHED

@ 4' O.C. MAX. ALTERNATE

DIRECTION TO STRUCTURE ABOVE

PL

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2' -0

7'

-0

3"

GENERAL NOTES

A.

B.

C.

D.

E.

F.

G.

H.

I.

ALL PARTITIONS EXTEND TO ROOF OR FLOOR STRUCTURE ABOVE UNLESS

NOTED OTHERWISE.

REFER TO LIFE SAFETY PLAN FOR FURTHER INFORMATION REGARDING FIRE/

SMOKE RATINGS AND LOCATIONS.

REFER TO EXTERIOR WALL SECTIONS AND DETAILS FOR EXTERIOR WALL

MATERIALS AND FINISHES.

PROVIDE 20 GAUGE METAL STUDS, UNLESS NOTED OTHERWISE OR REQUIRED

BY METAL STUD GAUGE SELECTION CHART.

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

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

APPROPRIATE U.L. ASSEMBLY.

REFER TO REFLECTED CEILING PLANS FOR LOCATIONS OF SOUND

ATTENUATION BLANKETS.

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.

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.

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

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

S3

S2

S1

S S6

S8

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.

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

20GA CHANNEL RUNNERS ATTACHED

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

3-5/8" KICKERS ATTACHED

@ 4' O.C. MAX. ALTERNATE

DIRECTION TO STRUCTURE ABOVE

PL

AN

2' -0

7'

-0

3"

FRP ON BOTH SIDES

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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

As indicated10.23.2023

T-1.01 3740-23-000003

GENERAL

INFORMATION SHEET

CONVERT BK TO

PANERA WITH

DRIVE-THRU

Ft. Cavazos, Texas

N/A

3/8" = 1'-0"

STANDARD MOUNTING HEIGHTS

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 = 112 MPH

EXPOSURE = C

RISK FACTOR = II

SEISMIC LOAD

TYPE II-B

A-2, B, M, S

FULLY SPRINKLERED

1,500 PSF

20 PSF

10 PSF

SEISMIC DESIGN CATEGORY = A

SITE CLASS = D

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 V

1 1/2" = 1'-0"

PARTITION TYPE S

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NOTES

ACCESSIBLE PATH OF TRAVEL SLOPES NOT TO

EXCEED RUNNING SLOPE OF 1:20 (5%) MAX, AND

CROSS SLOPE OF 1:50 (2%) MAX

ACCESSIBLE PARKING SPACES AND AISLES

SHALL BE LEVEL WITH SURFACE SLOPES AND

NOT EXCEEDING 1:50 (2%) IN ALL DIRECTIONS.

TOTAL TRAVEL DISTANCE 80'-7"

TO

TA

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TR

A V E L D

IS

TA

N C E 9' -6

TO

TA

L

TR

A V E L D

IS

TA

N C E 4' -0

FE

FE

FE

FE

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ECIVRESEGNAHCXEECROFRIA&YMRA

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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

1/8" = 1'-0"10.23.2023

T-1.02 3740-23-000003

REFERENCE FLOOR

PLAN AND LIFE SAFETY

PLAN

CONVERT BK TO

PANERA WITH

DRIVE-THRU

Ft. Cavazos, Texas

N/A

North

1/8" = 1'-0"

FIRST FLOOR REFERENCE AND LIFE SAFETY PLAN

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SAWCUT AND REMOVE ASPHALT AS REQUIRED TO

INSTALL NEW CONCRETE PAD.

SAWCUT AND REMOVE CONCRETE AND DETECTOR

LOOP AS REQUIRED TO INSTALL NEW DETECTOR

LOOP.

REMOVE MENU CANOPY AND ORDER STATION,

REMOVE FOOTING AND REFER TO ELECTRICAL

DRAWINGS FOR REMOVAL OF ELECTRICAL

CONNECTIONS.

REMOVE MENU BOARD, REMOVE FOOTING AND

REFER TO ELECTRICAL DRAWINGS FOR REMOVAL

OF ELECTRICAL CONNECTIONS.

REMOVE INTERNALLY LIT DIRECTIONAL SIGN, CAP

ELECTRICAL CONNECTION REFER TO ELECTRICAL

DRAWINGS.

REMOVE CLEARANCE BAR AND FOOTING.

REMOVE TENANT DECAL FOR BURGER KING - SEE

REMOVE BURGER KING BUILDING MOUNTED

INTERNALLY LIT SIGNAGE, MAINTAIN ELECTRICAL

CONNECTION FOR REUSE.

REMOVE BUILDING CANOPY. PROVIDE SEALANT

MATCHED TO BUILDING EXTERIOR TO FILL HOLES IN

BRICK.

REMOVE BOLLARD AND PATCH CONCRETE.

SITE DEMOLITION PLAN

REFERENCE NOTES::

/4 C-1.00

VERIFY WITH MUNICIPAL OR UTILITY AUTHORITIES,

LOCATIONS OF EXISTING UTILITIES ABOVE AND BELOW

GRADE. CONTRACTOR IS RESPONSIBLE FOR

PROTECTING AND MAINTAINING UTILITIES TO REMAIN.

SITE PLAN REFERENCE NOTES:

1 NEW MENU BOARD AND FOOTING IN NEW LOCATION,

SEE ELECTRICAL AND DATA DRAWINGS FOR

CONNECTIONS AND SITE SIGNAGE SCHEDULE FOR

TYPE.

NEW PRE ORDER BOARD AND FOOTING IN NEW

LOCATION, SEE ELECTRICAL AND DATA DRAWINGS

FOR CONNECTIONS AND SITE SIGNAGE SCHEDULE

FOR TYPE.

NEW CANOPY AND FOOTING IN NEW LOCATION, SEE

ELECTRICAL DRAWINGS FOR CONNECTIONS AND SITE

SIGNAGE SCHEDULE FOR TYPE.

NEW DRIVE THRU SIGNAGE NON ILLUMINATED AND

FOOTING, REFER TO SITE SIGNAGE SCHEDULE FOR

TYPE.

NEW WALL MOUNTED LIT SIGNAGE, SEE ELECTRICAL

DRAWINGS FOR CONNECTIONS AND SITE SIGNAGE

SCHEDULE FOR TYPE.

EXISTING BOLLARD TO REMAIN

VINYL INSERT PROVIDED BY OWNER, ART PROVIDED

BY PANERA, INSTALLED BY CONTRACTOR.

NEW DETECTOR LOOP, INFILL WITH NEW CONCRETE

AT DETECTOR LOOP. PROVIDE NO. 5 GREASED

DOWELS AT JUNCTURE OF NEW AND EXISTING

CONCRETE. PROVIDE NEW CONCRETE OF THICKNESS

& REINFORCING TO MATCH EXISTING.

NEW BOLLARD AND FOOTING.

NEW CONCRETE PAD, REMOVE ASPHALT, INFILL WITH

NEW CONCRETE.

NEW CLEARANCE BAR.

EXISTING FENCE TO REMAIN

EXISTING UTILITES AND GREASE TRAPS TO REMAIN

NEW CONCRETE SIDEWALK. 5' WIDE X 4" THICK WITH 8"

TURNDOWN ON 4" STONE.

NEW CONCRETE PAD FOR COOLER FREEZER.

NEW COOLER FREEZER BY OWNER.

NEW FENCE. INTEGRATE INTO EXISTING.

CONDENSER UNIT PADS. COORDINATE WITH TAFCO.

A.

B.

C.

D.

E.

F.

ALL WORK SHALL COMPLY WITH THE REGULATION AND

ORDINANCES OF FORT CAVAZOS, AND ANY OTHER

APPLICABLE CODES.

THE GENERAL CONTRACTOR (G.C.) SHALL CONTACT

LOCAL UTILITIES TO VERIFY ALL SIZES, LOCATIONS, AND

CONNECTION POINTS FOR ALL UTILITIES AFFECTED.

ANY CONNECTIONS, DISCONNECTIONS, AND

INSTALLATIONS TO LOCAL UTILITIES SHALL BE MADE IN

ACCORDANCE WITH APPLICABLE CODES.

EXTERIOR BUILDING SIGN FURNISHED AND INSTALLED

BY OWNER'S SIGN VENDOR, G.C. TO PROVIDE POWER.

G.C. TO VERIFY EXISTING SITE CONDITIONS PRIOR TO

BID. ALSO PROVIDE CONTINUOUS CURB CUTS AND

SMOOTH PAVEMENT & CURB TRANSITIONS BETWEEN

NEW AND EXISTING CONDITIONS AS REQUIRED FOR

SITE WORK AS REQUIRED.

G.C. SHALL PROVIDE AND INSTALL ELECTRICAL

CONDUIT AND STRUCTURAL FOOTINGS FOR ALL NEW

SITE DRIVE-THRU SIGNAGE (TYPICAL).

GENERAL NOTES:

1.

2.

3.

4.

5.

6.

7.

NOTE: LANDLORD TO PROVIDE THE FOLLOWING PER

SIGNAGE SHOP DRAWINGS AND SHEET C-1.00

MENU CANOPY: FOUNDATION READY TO RECEIVE

MENU CANOPY STEEL POSTS, CONCRETE PAD, DATA

AND POWER CONDUIT BACK TO BUILDING

CLEARANCE BAR: FOUNDATION READY TO RECEIVE

CLEARANCE BAR STEEL POST.

MENU SIGN: FOUNDATION READY TO RECEIVE MENU

BOARD STEEL POST, CONDUITS STUBBED & CAPPED AT

MENU BOARD AND DRIVE-THRU DIRECTIONAL SIGNAGE

AND BACK TO BUILDING.

PREVIEW MENU SIGN: FOUNDATION, CONDUITS

STUBBED UP AND CAPPED, PULL WIRES

DIRECTIONAL DRIVE THRU SIGNAGE: FOOTING,

FOUNDATIONS AND SIGNAGE, AND CONDUITS STUBBED

UP AND CAPPED TO BUILDING

DIRECTIONAL & THANK YOU SIGNAGE: FOOTING,

FOUNDATION AND SIGNAGE.

DRIVE-THRU WINDOW DETECTOR LOOP IN CONCRETE

PAD WITH ALL ASSOCIATED CONCRETE SLAB AND

CURBING.

DRIVE THRU SIGNAGE NOTES

A-4.01

A-4.01

A-4.01 3

SW210.B1

SW401.A1

SW403.A1

SW403.A1

SW403.A1

SW403.A1

SW403.A1

SW403.A1SW409.A1

SW408.A1

DT003.A1

DT005.A1

DT001.A1

DT004.A1

WIF

C-1.01

16 FS-1.01

A-6.0110

SLOPE @ 1:12 MAX

SLOPE @ 1:12 MAX

F.F.E.

ASSUMED

100'-0"

F.F.E.

99"-7"

C O

N C

. P

AD

8'

0"

W /8

" M

IN

TU

R N

D O

W N

SLOPE @ 1:20 MAX

1:10 SLOPE

EACH WAY

GRADE AS REQUIRED

TO MEET SITE

CONDITIONS AND

PROVIDE POSITIVE

DRAINAGE IN ALL

AREAS OF NEW

WORK.

SW210.E1

OWNER TO

CONFRIM

LOCATION OF

SIGN

E CHANGE

ECIVRESEGNAHCXEECROFRIA&YMRA

TM

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

As indicated10.23.2023

C-1.00 3740-23-000003

SITE PLAN

CONVERT BK TO

PANERA WITH

DRIVE-THRU

Ft. Cavazos, Texas

N/A

North North

SITE SIGNAGE SCHEDULE

ID TAG QTY DESCRIPTION SIZE

MOUNTING

INSTRUCTIONS DETAIL/REF. COMMENTS

DT001.A1 1 DRIVE THRU MENU CANOPY 6'-6" X 7'-8" REFER TO SHOP

DRAWINGS

6/C-1.01 OF/CI

DT003.A1 1 "DRIVE THRU" HEIGHT CLEARANCE BAR 9'6"H x 6'9"L REFER TO SHOP

DRAWINGS

OF/CI

DT004.A1 1 MENU SIGN 7'-4 3/8"W X 9 1/4"D X 57"H REFER TO SHOP

DRAWINGS

6/C-1.01 OF/CI

DT005.A1 1 PREVIEW MENU SIGN 56 3/8"W X 8 3/4"D X 36"H REFER TO SHOP

DRAWINGS

4/C-1.01 OF/CI

SW210.B1 1 TALL "DRIVE-THRU" DIRECTIONAL SIGN, TURN 21.875"W x 4"D x 41.375"H;

39.375"H SIGN FACE

REFER TO SHOP

DRAWINGS

5/C-1.01 OF/CI

SW210.E1 1 TALL "EXIT ONLY" & "THANK YOU" SIGN 21.875"W x 4"D x 41.375"H;

39.375"H SIGN FACE

REFER TO SHOP

DRAWINGS

5/C-1.01

SW401.A1 1 PAVEMENT SIGN: "DRIVE THRU" W/ ARROW; FULL COLOR APPROX. 8'W REFER TO SHOP

DRAWINGS

OF/CI

SW403.A1 6 PAVEMENT SIGN: ARROW; LIGHT GREEN APPROX. 3'0" W REFER TO SHOP

DRAWINGS

OF/CI

SW408.A1 1 PAVEMENT SIGN: 'DO NOT ENTER' APPROX. 4'10"W REFER TO SHOP

DRAWINGS

OF/CI

SW409.A1 1 PAVEMENT SIGN: 'STOP' WITH HORIZONATAL BAR APPROX. 8'0"W REFER TO SHOP

DRAWINGS

OF/CI

1/16" = 1'-0"

SITE PLAN

1/16" = 1'-0"

SITE DEMOLITION PLAN

1" = 1'-0"

EXISTING BUILDING SIGN

3/C-1.01

T

R

S

L

IC

E NSE D A

JARUS

TI

CH

C E

SI

L

TA

E O IF

NIL

O

K. JONES

18"

MAINTAIN 3' OF CLEARANCE ON ALL SIDES FROM REBAR,

WIRESCREEN, REINFORCING BARS, ELECTRICAL CABLE

AND METAL OBJECTS

SPEAKER POST

DATA CONDUIT FROM

INSIDE BUILDING

STUB DETECTOR LOOP

CONDUIT @ SPEAKER POST.

SEE ELECTRICAL SITE PLAN

FOR ADDITIONAL

INFORMATION

POWER CONDUIT FROM

INSIDE BUILDING

DETECTOR LOOP PLAN DETAIL

A - DETECTOR LOOP SECTION @ MENU BOARD

NOTE: REFERENCE ELECTRICAL DRAWINGS & SIGNAGE SHOP

DRAWINGS FOR DETECTOR LOOP INFORMATION & INSTALLATION

INSTRUCTIONS

CURB

CENTERLINE TO ALIGN

WITH CENTERLINE OF

SPEAKER POST/DRIVE

THRU WINDOW

LOOP SUPPORTS

PAVEMENT PER PLAN

VEHICLE DETECTOR

LOOP

8" 6"2"

1/2" PVC TUBING

COUPLING FOR 1/2" PVC TUBING

COORDINATE ELECTRICAL

CONDUIT W/ ELECTRICAL

DWGS.

CONCRETE

BASE FOOTING W/ (4) 3/4"

(ASTM-36) ANCHOR BOLTS

18" MIN EMBEDMENT

24" DIA.

CONCRETE

FOOTING

(4) 1/2" HOLES

12" SQ. STEEL

BASE PLATE BY

SIGN VENDOR

CANOPY ABOVE

A R C H

IT

E C T

TO

C O N

FI

R M D E P

TH

R E

IN

FO

R C E M E N T P E R L O C A L C O D E S

1 1/2" 9"

9"

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. TYP.

ALIGN TOP OF

FOOTING WITH TOP

OF CURB

ALUMINUM

ESCUTCHEON COVER BY

SIGN VENDOR

2' - 0"

5'

0" 4"

E

XP

O

SE

D

SECTION

PLAN

NOTE: REFERENCE MANUFACTURER'S SHOP DRAWINGS PRIOR

TO FORMING/POURING BASES TO COORDINATE BOLT

PLACEMENT.

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

BASE PLATE W/ CONT. PASS-

THRU WELD TO STEEL PIPE

GROUT BASE

CONCRETE

BASE FOOTING W/ (4) 3/4"

(ASTM-36) ANCHOR

BOLTS 18" MIN

EMBEDMENT

3/4" THICK HIGH STRENGTH

NON-SHRINK, NON-

STAINING GROUT. TYP.

ALIGN TOP OF

FOOTING WITH TOP

OF CURB

PLAN

8" X 14" X 3/4" THICK

STEEL BASE PLATE

BY SIGN VENDOR

(4) 1/2" HOLES

18" DIA. CONCRETE

FOOTING

CLEARANCE BAR

ABOVE

A R C H

IT

E C T

TO

C O N

FI

R M D E P

IN

FO

R C E M E N T P E R L O C A L C O D E S

SECTION

ALUMINUM

ESCUTCHEON

COVER BY SIGN VENDOR

4'

0"

1' - 6"

4" E

XP

O

SE

D

6" 1"

NOTE: REFERENCE MANUFACTURER'S SHOP DRAWINGS PRIOR

TO FORMING/POURING BASES TO COORDINATE BOLT

PLACEMENT.

2" 10"

PREVIEW MENU BOARD

SIGN BY SIGN

VENDOR

SECTION

2' - 6"

4'

0" 4"

E

XP

O

SE

D

CONCRETE

BASE FOOTING W/

(4) 3/4" (ASTM-36)

ANCHOR BOLTS 18"

MIN EMBEDMENT

NOTE: REFERENCE MANUFACTURER'S SHOP DRAWINGS PRIOR

TO FORMING/POURING BASES TO COORDINATE BOLT

PLACEMENT.

A R C H

IT

E C T

TO

C O N

FI

R M D E P

IN

FO

R C E M E N T P E R L O C A L C O D E S

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

30" DIA. CONCRETE

FOOTING

12" X 22" X 3/4" THICK

STEEL BASE PLATE

BY SIGN VENDOR8"

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. TYP.

ALIGN TOP OF FOOTING

WITH TOP OF CURB

ALUMINUM

ESCUTCHEON COVER

BY SIGN VENDOR

DIRECT BURIAL ON

FREE-FORMED

CONCRETE FOOTING

BLACK ALUM. TUBE

POST

DRIVE-THRU

DIRECTIONAL SIGN.

STYLE VARIES; SEE

PLAN.

FORM TOP OF FOOTING

6" BELOW GRADE TO

ALLOW LANDSCAPING TO

COVER

VA

R

IE

S

VA

R

IE

S

6"

[4

NOTE: REFERENCE MANUFACTURER'S SHOP DRAWINGS PRIOR

TO FORMING/POURING BASES TO COORDINATE BOLT

PLACEMENT.

PAVEMENT MARKINGS

SITE SIGNAGE

SW201.A1 SW210.B1 SW201.A1SW201.A1

CONFIRM

ARROW

DIRECTIONS

SW401.A1 SW403.A1 SW406.A1 SW408.A1 SW409.A1

MENU BOARD

SIGN BY SIGN

VENDORMENU

BOARD

SIGN BY

SIGN

VENDOR

6" STEEL SQ. TUBE PAINTED

12" SQ. STEEL

BASE PLATE BY SIGN

VENDOR

ELEVATION SECTION

4'

0" 2"

3' - 6"

CONCRETE

BASE FOOTING W/ (8) 3/4"

(ASTM-36) ANCHOR BOLTS

18" MIN EMBEDMENT

CANOPY TOP

PAINTED TO

MATCH PANTONE

2307 C GREEN

SATINE FINISH

CANOPY TOP

PAINTED TO

MATCH PANTONE

2307 C GREEN

SATINE FINISH

4'

0" 2"

NOTE: REFERENCE MANUFACTURER'S SHOP DRAWINGS PRIOR

TO FORMING/POURING BASES TO COORDINATE BOLT

PLACEMENT.

3' - 6"

9"

9"

PLAN

8"

8"

12" X 22" X 3/4" THICK

STEEL BASE PLATE

BY SIGN VENDOR

A R C H

IT

E C T

TO

C O N

FI

R M D E P

IN

FO

R C E M E N T P E R L O C A L C O D E S

A R C H

IT

E C T

TO

C O N

FI

R M D E P

IN

FO

R C E M E N T P E R L O C A L C O D E

SCOORDINATE

ELECTRICAL CONDUIT

W/ ELECTRICAL DWGS.

GROUT SOLID UNDER

BASE PLATES - TYPICAL

SMOOTH

CROWN ON

TOP, TYP.

4" DIA CONCRETE FILLED

BOLLARD W/ STANDARD

STEEL PIPE. COLOR TO

MATCH PANERA P165

1/2" EXPANSION JOINT

18" DIA.

CONCRETE

FOOTING

CONCRETE CURB &

SLAB AT DRIVE THRU

3"

18" DIA.

3' 0"

3' 0"

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' 4"

" M

IN

SMOOTH

CROWN ON

TOP, TYP.

1/2" EXPANSION JOINT

18" DIA.

CONCRETE

FOOTING

CONCRETE CURB &

SLAB AT DRIVE THRU

.3 '-0

3" 3' 0"

18" DIA

4" DIA CONCRETE FILLED

BOLLARD W/ STANDARD STEEL

PIPE. COLOR TO MATCH P285

(PAINT SAFETY YELLOW AT

DRIVE THRU)

1" WHITE REFLECTIVE

TAPE. PROVIDED AND

INSTALLED BY G.C.

1" 4"

FIRST FLOOR

0"

1/2" EXPANSION JOINT

6" MIN. COMPACTED

GRANULAR BASE

6" REINF. CONCRETE

COOLER/FREEZER SLAB

W/8" FROST WALLS

5"

M

IN

3'

0"

6X6 W2.9XW2.9 WWF

WALK-IN

COOLER/FREEZER (EF/EI)

10"

#5'S @ 12" o.c.

VERT ALL

SIDES

#4 BENT 90'S

(24"HX30"V) ON 16"

CTRS.

SIM BOTH SIDES

TOOLED EDGE +/- 11"

FIELD VERIFY EXISTING

CONCRETE PAD

DIMENSION

NEW PAD TO EXTEND

TO EXISTING

CONCRETE PAD

2" RIGID INSULATION

4"

BEYOND -

CONCRETE TURN

DOWN ALL SIDES

2' - 0"

MIN.

5' - 0"

FENCE LINE

MAX SLOPE OF 1':3'

UNTIL REACHING

EXISTING GRADE

GRADE

SLOPE 1":1'

EXTEND FOOTING

MINIMUM 3' OR UNTIL

ACHIEVING

ACCEPTABLE BEARING

EXISTING COOLER

FLOOR SLAB

INTERIOR RAMP

ANTI-SWEAT

HEATER

SNAP-IN DOOR

SWEEP

TAFCO DOOR

S/S SILL PLATE

E CHANGE

ECIVRESEGNAHCXEECROFRIA&YMRA

TM

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

As indicated10.23.2023

C-1.01 3740-23-000003

SITE DETAILS

CONVERT BK TO

PANERA WITH

DRIVE-THRU

Ft. Cavazos, Texas

N/A

3/4" = 1'-0"

SECTION DETAILS @ DETECTOR LOOP IN CONCRETE PAD

3/4" = 1'-0"

FOUNDATION DETAIL @ CANOPY

3/4" = 1'-0"

FOUND. DTL @ CLEARANCE BAR

3/4" = 1'-0"

FOUND. DTL @ MENU BOARD

3/4" = 1'-0"

DIRECTIONAL SIGN FOUND. DTL

1/4" = 1'-0"

SITE SIGNAGE

3/4" = 1'-0"

DIGITAL MENU BOARD & CANOPY FOUNDATION DETAILS

3/4" = 1'-0"

BOLLARD DETAIL @ SIGNAGE

3/4" = 1'-0"

BOLLARD DETAIL @ D.T. WINDOW

3/8" = 1'-0"

COOLER SLAB

1/2" = 1'-0"

TAFCO FLOOR SILL

T

R

S

L

IC

E NSE D A

JARUS

TI

CH

C E

SI

L

TA

E O IF

NIL

O

K. JONES

DEMOLITION NOTES:

2E1

2E2 DEMOLISH QUEUE LINE RAILS AND PATCH/PREPARE

FLOOR FOR NEW FINISH.

2E3 DEMOLISH PLASTIC LAMINATE BASE CABINETS,

COUNTERTOPS, & SHELVING.

DISCONNECT ALL HARDWIRED & PIPED FOOD SERVICE

EQUIPMENT & DELIVER TO EXCHANGE DESIGNATED ON-SITE

STORAGE. SEE PLUMBING & ELECTRICAL DEMO SHEETS FOR

DEMOLITION OF SERVICES.

2K2

MAINTAIN INSULATED FREEZER FLOOR, WALL, & ROOF PANELS,

DOOR & RELATED HARDWARE. PROTECT UNIT DURING

DEMOLITION AND CONSTRUCTION. REPAIR OR REPLACE ANY

DAMAGE AT SUBSTANTIAL COMPLETION BACK TO EXISTING

CONDITION AT START OF CONSTRUCTION.

2K3

OWNER TO REMOVE EXISTING FURNITURE.2L1

SEE "PD" SHEETS FOR DEMOLITION OF EXISTING SINK AND

RELATED PIPING.

2O1

SEE PD SHEETS FOR DEMOLITION OF WATER FILTER AND

RELATED PIPING.

2O2

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 WALL SHELVES & STANDARDS.

2E4 DEMOLISH SOLID SURFACE COUNTERTOP.

OWNER TO RELOCATE EXISTING TRASH UNITS AND LOOSE

FURNITURE.

2L2

MAINTAIN ELECTRICAL PANELS, PROTECT FROM DAMAGE

DURING CONSTRUCTION .

2P1

SEE PD SHEETS FOR DEMOLITION OF ANSUL SYSTEM.2M1

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

RELATED CONSTRUCTION.

2G1

DEMOLISH LIGHT GAUGE METAL STUD FRAMED GYPSUM

BOARD PARTITION & RELATED FINISHES INCLUDING GLAZED

WALL TILE AND OR WOOD WALL PANELS

2H1

CUT & DEMOLISH DESIGNATED PORTION OF GYPSUM BOARD &

RELATED FINISHES TO FACE OF LIGHT GAUGE METAL FRAMING.

SEE INTERIOR ELEVATIONS.

2H2

DEMOLISH QUARRY TILE FLOORING, MORTAR, & DEBRIS FROM

CONCRETE SURFACE. GRIND SLAB SURFACE SMOOTH &

PREPARE TO RECEIVE NEW FINISH.

2H3

DEMOLISH QUARRY TILE WALL BASE.2H4

DEMOLISH FIRE EXTINGUISHER & BRACKET & SALVAGE FIRE

EXTINGUISHER FOR REINSTALLATION IN SAME LOCATION.

2J1

OWNER TO REMOVE EXISTING PORTABLE FOOD SERVICE

EQUIPMENT & FIXTURES EXCEPT WHERE NOTED OTHERWISE.

2K1

2E5 DEMOLISH SODA COUNTER AND SODA DISPENSERS,

RETURN EQUIPMENT TO OWNER

DEMOLISH DRIVE THRU WINDOW/ WINDOW SILL AND

SUPPORTING EQUIPMENT. PATCH/REPAIR ROUGH OPENING

TO RECEIVE NEW DRIVE-UP WINDOW.

2G2

DEMOLISH BULKHEAD.2H5

DEMOLISH EXISTING ACOUSTIC CEILING TILE SYSTEM

AND/OR GYPSUM CEILING SYSTEM.

2H6

DEMOLISH EXISTING TILE AND ASSOCIATED WALL

BASE. SALVAGE FOH TILE AND BASE FOR PATCHING.

2H7

2B2 DEMOLISH BOLLARD.

REMOVE EXISTING WALL PROTECTION, WALL COVERING

GRAPHIC, AND VINYL WALL BASE.

2H8

2C1 DEMOLISH AND SALVAGE BRICK FACE EXTERIOR

WALL. DEMOLISH ALL CONSTRUCTION OF WALL

INCLUDING FRAMING, INSULATION, AND FINISH.

OWNER TO REMOVE SHELVING.2L3

REMOVE EXISTING FRP FINISH AND GYPSUM BOARD TO

EXISTING WALL FRAMING.

2H9

REMOVE STAINLESS STEEL WALL PANELS. 2H10

2D1 DEMOLISH EXTERIOR CANOPY.

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

L.

M.

N.

O.

P.

Q.

R.

S.

T.

U.

V.

W.

X.

Y.

Z.

FIELD VERIFY ALL EXISTING CONDITIONS. NOTIFY ARCHITECT /

ENGINEER IMMEDIATELY OF ANY DISCREPANCIES THAT EXIST.

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.

CONTRACTOR IS RESPONSIBLE FOR ANY DEMOLITION THAT IS NOT

SHOWN ON DEMOLITION DRAWINGS BUT IS REQUIRED FOR NEW

CONSTRUCTION.

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.

PATCH OPENINGS IN WALLS, CEILINGS AND FLOORS RESULTING

FROM DEMOLITION WORK. PATCH WITH MATCHING MATERIALS AND

CONSTRUCTION UNLESS NOTED OTHERWISE.

THE OWNER HAS FIRST RIGHT OF REFUSAL OF ALL SALVAGEABLE

ITEMS REMOVED DURING DEMOLITION INCLUDING FURNISHINGS.

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.

REFER TO MECHANICAL/ELECTRICAL PLANS AND SPECIFICATIONS

FOR REMOVAL/RELOCATION/REROUTING OF EXISTING UTILITIES.

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.

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.

REMOVE EXISTING CEILINGS WHERE REFLECTED CEILING PLANS

INDICATE NEW CEILINGS.

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.

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.

COORDINATE DEMOLITION WITH SEQUENCING OF THE WORK.

PROTECT EXISTING FINISHES WHICH ARE TO REMAIN.

REFER TO STRUCTURAL DRAWINGS FOR SCOPE OF STRUCTURAL

DEMOLITION WORK.

CONDUCT DEMOLITION ACTIVITIES CLEANLY, COMPLETELY AND IN A

MANNER SUITABLE FOR NEW FINISHES.

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.

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.

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.

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.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEAN-UP

COST FOR DUST AND DEBRIS WHICH MIGRATE INTO EXISTING,

ADJACENT SPACES.

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.

PATCH ALL FLOOR 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.

PATCH ALL WALL 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).

DEMOLITION SHALL NOT INTERFERE WITH ADJACENT TENANTS DAILY

OPERATION OR DAILY OPERATION OF BUILDING.

GENERAL DEMOLITION NOTES:

D-6.01

2H1

2H1

2H1

2H1 2H1

2H1

2E3

2E4

2E1

2H4

2H4

2H4

2H4

2H4

2E2

2E5 2G1

2H3

2K1

2K2

2K4

2K4

2L1

2L1 2L1

2L2

2O1

2O2

2M1

2P1

2P2

2G2

D-6.01 23

2P3

2K3

2K3

2J1

2L1

2L1

D-6.01 4

2L1 2E3

2K22K1

2E5

2E52J1

2H7

D-6.01

2B2

2H8

2H7

2B2

2L3

2L3

2H9

2H9

2H9

2H9

2H9

A-6.0110

2H3

2H3

2H4

2H4

2H5

2H10

2H9

2H9

2H9

2H2

A-1.01

SALVAGE TILE AND BASE FOR PATCHING

E CHANGE

ECIVRESEGNAHCXEECROFRIA&YMRA

TM

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

As indicated10.23.2023

D-1.01 3740-23-000003

DEMOLITION FLOOR

PLAN

CONVERT BK TO

PANERA WITH

DRIVE-THRU

Ft. Cavazos, Texas

N/A

North 1/4" = 1'-0"

FIRST FLOOR DEMOLITION FLOOR PLAN

FE

C

T

R

S

L

IC

E NSE D A

JARUS

TI

CH

C E

SI

L

TA

E O IF

NIL

O

K. JONES

1.

2.

3.

4.

5.

6.

7.

REFER TO PLUMBING DEMOLITION SHEET FOR DEMOLITION OF

EXISTING PLUMBING FIXTURES, FLOOR SINKS, & UNDERSLAB PIPING.

PROTECT ALL EXISTING UNDERSLAB PIPING TO REMAIN.

REFER TO DEMOLITION INTERIOR ELEVATION SHEETS FOR REMOVAL

OF CONSTRUCTION RELATED TO WALL DEMOLITION INCLUDING

DOORS, FRAMES & OTHER MISCELLANEOUS ITEMS.

REFER TO PLUMBING/MECHANICAL/ELECTRICAL SHEETS FOR

DEMOLITION OF PLUMBING FIXTURES, PIPING, DIFFUSERS, DEVICES,

WIRING, ELECTRICAL FIXTURES & MISCELLANEOUS

PLUMBING/MECHANICAL/ELECTRICAL ITEMS.

ITEMS NOT NOTED ARE EXISTING TO REMAIN OR REMOVED BY

OTHERS.

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.

PROTECT EXISTING EDGE & SURFACES TO REMAIN ALONG ALL

SAWCUTS WHERE CONCRETE FLOOR SLAB IS NOTED TO BE

CUT/DEMOLISHED.

CONCRETE FLOOR SLAB AND FLOORING TO BE REMOVED AS

REQUIRED FOR UNDERGROUND UTILITIES WORK. REFER TO

SECTION 014516 QUALITY CONTROL, SECTION 014529 TESTING

LABORATORY SERVICES, SECTION 033000 CAST-IN-PLACE

CONCRETE, SECTION 312000 EARTHWORK, ARCHITECTURAL,

PLUMBING AND ELECTRICAL DRAWINGS FOR PROPOSED LOCATIONS.

ONCE SUITABLE BEARING CONDITIONS ARE DETERMINED BY THE

TESTING AGENCY, PROVIDE TESTED COMPACTED STONE, VAPOR

BARRIER AND DOWEL EXISTING CONCRETE SLAB INTO NEW

CONCRETE SLAB WITH REBAR, SIZE AND SPACING, TO BE

DETERMINED, REVIEWED AND APPROVED BY CONTRACTING

OFFICER BEFORE INSTALLATION.

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 WITH NEW.

EXISTING GREASE WASTE LINE. SEE PLUMBING

SHEETS.

EXISTING SOIL, WASTE, OR SANITARY SEWER LINE. SEE

PLUMBING SHEETS.

2B1

2B3

2B4

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

L.

M.

N.

O.

P.

Q.

R.

S.

T.

U.

V.

W.

X.

Y.

Z.

FIELD VERIFY ALL EXISTING CONDITIONS. NOTIFY ARCHITECT /

ENGINEER IMMEDIATELY OF ANY DISCREPANCIES THAT EXIST.

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.

CONTRACTOR IS RESPONSIBLE FOR ANY DEMOLITION THAT IS NOT

SHOWN ON DEMOLITION DRAWINGS BUT IS REQUIRED FOR NEW

CONSTRUCTION.

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.

PATCH OPENINGS IN WALLS, CEILINGS AND FLOORS RESULTING

FROM DEMOLITION WORK. PATCH WITH MATCHING MATERIALS AND

CONSTRUCTION UNLESS NOTED OTHERWISE.

THE OWNER HAS FIRST RIGHT OF REFUSAL OF ALL SALVAGEABLE

ITEMS REMOVED DURING DEMOLITION INCLUDING FURNISHINGS.

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.

REFER TO MECHANICAL/ELECTRICAL PLANS AND SPECIFICATIONS

FOR REMOVAL/RELOCATION/REROUTING OF EXISTING UTILITIES.

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.

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.

REMOVE EXISTING CEILINGS WHERE REFLECTED CEILING PLANS

INDICATE NEW CEILINGS.

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.

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.

COORDINATE DEMOLITION WITH SEQUENCING OF THE WORK.

PROTECT EXISTING FINISHES WHICH ARE TO REMAIN.

REFER TO STRUCTURAL DRAWINGS FOR SCOPE OF STRUCTURAL

DEMOLITION WORK.

CONDUCT DEMOLITION ACTIVITIES CLEANLY, COMPLETELY AND IN A

MANNER SUITABLE FOR NEW FINISHES.

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.

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.

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.

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.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEAN-UP

COST FOR DUST AND DEBRIS WHICH MIGRATE INTO EXISTING,

ADJACENT SPACES.

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.

PATCH ALL FLOOR 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.

PATCH ALL WALL 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).

DEMOLITION SHALL NOT INTERFERE WITH ADJACENT TENANTS DAILY

OPERATION OR DAILY OPERATION OF BUILDING.

GENERAL DEMOLITION NOTES:

2B1

2B1

2B1

2B1

2B1

NOT IN SCOPE

2B1

2B3

2B4

A-1.01

2B1

E CHANGE

ECIVRESEGNAHCXEECROFRIA&YMRA

TM

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

As indicated10.23.2023

D-1.02 3740-23-000003

DEMOLITION FLOOR

SLAB PLAN

CONVERT BK TO

PANERA WITH

DRIVE-THRU

Ft. Cavazos, Texas

N/A

North 1/4" = 1'-0"

FIRST FLOOR DEMOLITION FLOOR SLAB PLAN

T

R

S

L

IC

E NSE D A

JARUS

TI

CH

C E

SI

L

TA

E O IF

NIL

O

K. JONES

DEMOLITION NOTES:

2E1

2E2 DEMOLISH QUEUE LINE RAILS AND PATCH/PREPARE

FLOOR FOR NEW FINISH.

2E3 DEMOLISH PLASTIC LAMINATE BASE CABINETS,

COUNTERTOPS, & SHELVING.

DISCONNECT ALL HARDWIRED & PIPED FOOD SERVICE

EQUIPMENT & DELIVER TO EXCHANGE DESIGNATED ON-SITE

STORAGE. SEE PLUMBING & ELECTRICAL DEMO SHEETS FOR

DEMOLITION OF SERVICES.

2K2

MAINTAIN INSULATED FREEZER FLOOR, WALL, & ROOF PANELS,

DOOR & RELATED HARDWARE. PROTECT UNIT DURING

DEMOLITION AND CONSTRUCTION. REPAIR OR REPLACE ANY

DAMAGE AT SUBSTANTIAL COMPLETION BACK TO EXISTING

CONDITION AT START OF CONSTRUCTION.

2K3

OWNER TO REMOVE EXISTING FURNITURE.2L1

SEE "PD" SHEETS FOR DEMOLITION OF EXISTING SINK AND

RELATED PIPING.

2O1

SEE PD SHEETS FOR DEMOLITION OF WATER FILTER AND

RELATED PIPING.

2O2

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 WALL SHELVES & STANDARDS.

2E4 DEMOLISH SOLID SURFACE COUNTERTOP.

OWNER TO RELOCATE EXISTING TRASH UNITS AND LOOSE

FURNITURE.

2L2

MAINTAIN ELECTRICAL PANELS, PROTECT FROM DAMAGE

DURING CONSTRUCTION .

2P1

SEE PD SHEETS FOR DEMOLITION OF ANSUL SYSTEM.2M1

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

RELATED CONSTRUCTION.

2G1

DEMOLISH LIGHT GAUGE METAL STUD FRAMED GYPSUM

BOARD PARTITION & RELATED FINISHES INCLUDING GLAZED

WALL TILE AND OR WOOD WALL PANELS

2H1

CUT & DEMOLISH DESIGNATED PORTION OF GYPSUM BOARD &

RELATED FINISHES TO FACE OF LIGHT GAUGE METAL FRAMING.

SEE INTERIOR ELEVATIONS.

2H2

DEMOLISH QUARRY TILE FLOORING, MORTAR, & DEBRIS FROM

CONCRETE SURFACE. GRIND SLAB SURFACE SMOOTH &

PREPARE TO RECEIVE NEW FINISH.

2H3

DEMOLISH QUARRY TILE WALL BASE.2H4

DEMOLISH FIRE EXTINGUISHER & BRACKET & SALVAGE FIRE

EXTINGUISHER FOR REINSTALLATION IN SAME LOCATION.

2J1

OWNER TO REMOVE EXISTING PORTABLE FOOD SERVICE

EQUIPMENT & FIXTURES EXCEPT WHERE NOTED OTHERWISE.

2K1

2E5 DEMOLISH SODA COUNTER AND SODA DISPENSERS,

RETURN EQUIPMENT TO OWNER

DEMOLISH DRIVE THRU WINDOW/ WINDOW SILL AND

SUPPORTING EQUIPMENT. PATCH/REPAIR ROUGH OPENING

TO RECEIVE NEW DRIVE-UP WINDOW.

2G2

DEMOLISH BULKHEAD.2H5

DEMOLISH EXISTING ACOUSTIC CEILING TILE SYSTEM

AND/OR GYPSUM CEILING SYSTEM.

2H6

DEMOLISH EXISTING TILE AND ASSOCIATED WALL

BASE. SALVAGE FOH TILE AND BASE FOR PATCHING.

2H7

2B2 DEMOLISH BOLLARD.

REMOVE EXISTING WALL PROTECTION, WALL COVERING

GRAPHIC, AND VINYL WALL BASE.

2H8

2C1 DEMOLISH AND SALVAGE BRICK FACE EXTERIOR

WALL. DEMOLISH ALL CONSTRUCTION OF WALL

INCLUDING FRAMING, INSULATION, AND FINISH.

OWNER TO REMOVE SHELVING.2L3

REMOVE EXISTING FRP FINISH AND GYPSUM BOARD TO

EXISTING WALL FRAMING.

2H9

REMOVE STAINLESS STEEL WALL PANELS. 2H10

2D1 DEMOLISH EXTERIOR CANOPY.

FIRST FLOOR

0"

2G1

2H1

2L1

2H1

2L2

2E4

2E3

2K4

2K4

2H5

2H1

2H6

2H4

2H1

A-7.01

FIRST FLOOR

0"

2H1

2H6

2H4

FIRST FLOOR

0"

2G2

2H4

2H10

2H9

2H9

A-1.01

FIRST FLOOR

0"

33012

2G2

2B22B2

2C1

2D12D1

FIRST FLOOR

0"

2K4

FIRST FLOOR

0"

2H8

2E5

2E52E5

EXISTING

TO REMAIN

E CHANGE

ECIVRESEGNAHCXEECROFRIA&YMRA

TM

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

As indicated10.23.2023

D-6.01 3740-23-000003

DEMOLITION

ELEVATIONS

CONVERT BK TO

PANERA WITH

DRIVE-THRU

Ft. Cavazos, Texas

N/A

3/8" = 1'-0"

DEMOLITION INTERIOR ELEVATION

1/4" = 1'-0"

DEMOLITION INTERIOR ELEVATION

1/4" = 1'-0"

DEMOLITION INTERIOR ELEVATION

1/4" = 1'-0"

WEST ELEVATION DEMOLITION

1/4" = 1'-0"

SOUTH ELEVATION DEMOLITION

1/4" = 1'-0"

DEMOLITION INTERIOR ELEVATION

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

S

S S

S S

S

S

S

TYPICAL NOTES:

1.

2.

3.

4.

5.

REFER TO DEMOLITION INTERIOR ELEVATION SHEETS FOR

REMOVAL OF CONSTRUCTION RELATED TO WALL DEMOLITION

INCLUDING DOORS, FRAMES & OTHER MISCELLANEOUS ITEMS.

REFER TO MECHANICAL/ELECTRICAL SHEETS FOR DEMO OF

PLUMBING, HVAC ITEMS, WIRING, DEVICES, LIGHTING FIXTURES

& MISCELLANEOUS ELECTRICAL ITEMS.

ITEMS NOT NOTED ARE EXISTING TO REMAIN OR REMOVED BY

OTHERS.

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.

PATCH & PREPARE GYPSUM BOARD WALL SURFACES TO

REMAIN TO RECEIVE NEW FINISH.

DEMOLITION NOTES:

DEMOLISH LAY-IN ACOUSTICAL TILE CEILING PADS & GRID

SYSTEM.

DEMOLISH LIGHT GAUGE METAL STUD FRAMED GYPSUM BOARD

FASCIA/SOFFIT IN ENTIRETY.

CUT & DEMOLISH DESIGNATED PORTION OF LIGHT GAUGE METAL

STUD FRAMED GYPSUM BOARD SOFFIT/FASCIA.

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

GRILLES & DIFFUSERS.

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

FAN OR HOOD, 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

C C

TV

C C

TV

C C

TV

JIMMY JOHNS NOT IN SCOPE

F F

H O

O D

H O

O D

8'

3/

8"

7'

8'

3/

4" C

EI

LI

N G

7' -1

3/

4" A

FF

C

EI

LI

N

G 8'

-1

/4 " A

FF

TR

U

N K

LI

N

E D

U C

T H

ER

AT

9' -1

1" T

O B

O

TT

O M

W

IF

I

C C

TV2H1

2H1

2H1

2H1

2H1

2H2

2O32O1

2O2 2P12P2

9' - 10"

2P1 2P1 2P1

2H2

2P1 2P1

2P1

2P1

2P1

2P1 2P1

2P1

2P12P12P1

2P1 2P1 2P1

2P1 2P1 2P1

2P1

2P1 2P1

2O2

2O2

8' - 1"

9' - 10"

9' - 4 3/4"

9' - 5"

9' - 6"

9' - 6 1/4"

2H1

E CHANGE

ECIVRESEGNAHCXEECROFRIA&YMRA

TM

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

As indicated10.23.2023

D-7.01 3740-23-000003

DEMOLITION

REFLECTED CEILING

PLAN

CONVERT BK TO

PANERA WITH

DRIVE-THRU

Ft. Cavazos, Texas

N/A

North 1/4" = 1'-0"

DEMOLITION REFLECTED CEILING PLAN

T

R

S

L

IC

E NSE D A

JARUS

TI

CH

C E

SI

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E O IF

NIL

O

K. JONES

GENERAL FLOOR PLAN NOTES:

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

L.

M.

N.

O.

P.

Q.

R.

S.

T.

U.

V.

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.

ALL NEW GYPSUM BOARD CONSTRUCTION TO BE PAINTED UNLESS

NOTED OTHERWISE.

CONTRACTOR SHALL PATCH AND MATCH EXISTING WALL FINISHES

WITH LIKE MATERIALS AND FINISHES WHERE DISTURBED BY NEW

CONSTRUCTION.

OUTSIDE EDGE OF INTERIOR DOOR FRAME JAMBS TYPICALLY

LOCATED 4" FROM ADJACENT WALL UNLESS NOTED OTHERWISE.

PROVIDE MIN. (2) 20 GA. METAL STUDS AT HEAD AND JAMB OF DOOR

OPENING.

PROVIDE 5/8" CEMENT BACKING BOARD ON ALL KITCHEN, RESTROOM,

& OFFICE WALLS FROM FLOOR TO 2'-0" A.F.F. AT WORKROOM WALLS

WITH TILE FINISH, PROVIDE CEMENT BOARD TO 6'-0" A.F.F.

PROVIDE 5/8" FIRE-TREATED PLYWOOD BACKING BOARD ON KITCHEN

& OFFICE WALLS (2'-0" AFF TO CEILING), SEE PARTITION SCHEDULE

FOR WORKROOM WALLS W/ TILE FINISH.

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.

FOR WALL TYPES REFER TO THE WALL TYPES SCHEDULE ON SHEET

T-1.01.

FOR INTERIOR FINISHES REFER TO THE ROOM FINISH SCHEDULE ON

SHEET A-9.01.

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.

CONTRACTOR SHALL PROVIDE CEMENT BOARD AT ALL WALL TILE

LOCATIONS UNLESS NOTED OTHERWISE.

CONTRACTOR SHALL PATCH FLOORING AND WHERE WALL BASE HAS

BEEN REMOVED DURING DEMOLITION WITH FLOORING AND BASE THAT

MATCHES EXISTING, ADJACENT FLOOR FINISHES UNLESS NOTED

OTHERWISE.

REFER TO ELEVATIONS AND DETAILS FOR CLARIFICATION OF WALL

FINISH EXTENTS.

CONTRACTOR SHALL CAULK DOOR FRAME FROM FLOOR

CONTINUOUSLY AT THE PERIMETER OF DOOR AND WINDOW FRAMES.

CAULK AFTER WALL COVERING IS INSTALLED (IF SPECIFIED).

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.

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.

CONSTRUCTION AND INSTALLATIONS SHALL CONFORM TO

APPLICABLE FEDERAL, STATE LOCAL ORDINANCES, CODES, ETC.

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.

ALL PENETRATIONS THROUGH FLOORS, CHASES, SHAFTS AND FIRE

RATED ASSEMBLIES SHALL BE FIRE-STOPPED.

ALL HOLLOW METAL FRAMES TO BE PAINTED.

CONTRACTOR SHALL CAULK ALL DISSIMILAR MATERIALS (ie. DRYWALL, STOREFRONT.

PROVIDE 2" AIR SPACE AT SIDE(S) OF OVEN/PROOFER &

COOLER/FREEZER (MIN. 3" AT BACK OF OVEN). VERIFY ALL

DIMENSIONS & SPECS WITH EQUIPMENT MANUAL. NO FINISH ON

WALLS BEHIND OVEN/PROOFER & COOLER/FREEZER (TAPE & PRIME

ONLY).

FLOOR PLAN REFERENCE NOTES:

EXISTING COOLER/FREEZER TO REMAIN, PROTECT DURING

CONSTRUCTION.

NEW ELECTRICAL PANEL(S) LOCATION.

EXISTING BAG IN BOX…