Drawings_set_2_of_6.pdf

1 3

3 5

9 13

WW

14.8 17

VV

UU

SS

XX

25.2.5

.5

TT

P9P9A

FROZEN FOOD

STORAGE BELOW

EXISTING TO REMAIN

EXISTING

TO REMAIN

EXISTING

TO REMAIN

EXISTING

TO REMAIN

EXISTING

TO REMAIN

EXISTING

TO REMAIN

EXISTING

TO REMAIN

RECEIVING

OFFICE

BELOW

EXISTING

ACCESS

DOOR

EXISTING

ACCESS

PANEL

BREAKROOM

BELOW

P2A

P2A

MEAT TRAY

STORAGE

BELOW

MEAT MGR.

OFFICE

BELOW

MEAT STORAGE /

PROCESSING

BELOW

PRODUCE STORAGE /

PROCESSING

BELOW

RECEIVING AISLE

OPEN TO

STRUCTURE

PRODUCE MGR.

OFFICE

BELOW

STORAGE

BELOW

MED.

INSPEC.

OFFICE

BELOW

STAGING AREA

OPEN TO

STRUCTURE

P2

P2

P9

P9P2

P9

P9P9

P9

P9P9P9

P9P9P9P2A

P2A

P2A

P9 P5

P9 P9

P7

P7

P7

P7

B

C D

FOLDING STAIR FOR ACCESS

TO AREA ABOVE - EQUAL TO

ALACO LADDER COMPANY

MODEL 435

P7

P7

P7

SYMBOL LEGEND

EXISTING TO REMAIN (BLACK)

NEW BY CONTRACTOR (RED)

NEW EQUIPMENT BY CONTRACTOR (RED)

EXISTING EQUIPMENT RELOCATED

BY GOVERNMENT (BLUE)

NEW EQUIPMENT BY GOVERNMENT (CYAN)

EXISTING EQUIPMENT RELOCATED BY

CONTRACTOR (GREEN)

S

11' - 4" A.F.F.

GALVANIZED STEEL

BENT PLATE

6" MTL. STUDS

AT 16" O.C. MAX.

COLD STORAGE WALL

AND CEILING PANELS

FOLDING STAIR FOR

ACCESS TO AREA

ABOVE - EQUAL TO

ALACO LADDER

COMPANY MODEL 435

R-11 MIN. BATT

INSULATION

R E G

IS

T E

RED A R CH IT E

C T

A R K A N S A S

EDWIN C.

LEVYR

E G

IS

T E

RED A R CH IT E

C T

A R K A N S A S

EDWIN C.

LEVYR

E G

IS

T E

RED A R CH IT E

C T

A R K A N S A S

EDWIN C.

LEVY

101 south spring street little rock, ar 72201

501.372.2900 cromwell.com

SEQUENCE

NO.

SHEET NO.

OF

DATE:SOL. NO.

PROJECT NO.

DRAWING NUMBER

SUBMITTED BY:

ENGINEER:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

TO THE BEST OF OUR KNOWLEDGE,

INFORMATION AND BELIEF, BASED

ON AND LIMITED TO OUR NORMAL

FUNCTIONS PERFORMED UNDER OUR

CONTRACT WITH THE GOVERNMENT,

IT IS OUR PROFESSIONAL OPINION

THAT THIS PROJECT IS DESIGNED

IN ACCORDANCE WITH APPLICABLE

DOD REGULATIONS.

EDWIN C. LEVY

DEFENSE COMMISSARY AGENCY

LACKLAND AFB, TEXAS

FORT LEE, VIRGINIA

DIRECTORATE OF ENGINEERING

30-MAY-2018

EA16MI05

NAVAL AIR STATION

PENSACOLA, FLORIDA

PENSACOLA COMMISSARY FACILITY

ADDITION /ALTERATION

A/E: 2016-001

RTA SOLICITATION ISSUE

SYM. D.O. NO. ACTION DATE DESCRIPTION OF REVISION

1 5-30-2018 RTA SOLICITATION ISSUE

A-404

ECL

JAR

ECL

LARGE SCALE PLANS

05/30/18

3/32" = 1'-0"

1 ENLARGED PLAN ABOVE COOLERS

NORTH

SCALE : 3/32" = 1'-0"

0 8 16 32

KEY PLAN

D C

A B

NOTE: THIS DRAWING IS TO BE VIEWED / PRINTED IN COLOR

1 1/2" = 1'-0"

2 DETAIL - FOLDING STAIR AT ACCESS DOOR

INDICATES THERMAL BATT INSULATION TO DECK AT INTERIOR WALLS

R-13 MIN. AT 3 5/8" MTL. STUD WALLS

R-19 MIN. AT 6" MTL. STUD WALLS

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

0 6" 1' 2'

3 7-24-2018 REVISIONS TO BID DOCUMENTS

HDEC03-18-R-0007

AMENDMENT 0006

ATTACHMENT 04

3'

OVERFLOW SCUPPER

GRID

MODIFIED BITUMEN ROOFING SYSTEM

MODIFIED BITUMEN ROOFING SYSTEM

A-506

A-506

AREA OF TAPERED INSULATION

SL

OP

E

SLOPE

AREA OF TAPERED INSULATION

1'

'-1 0"

F .F .E

3' - 6"

LINE OF ROOF

AREA OF TAPERED INSULATION

OVERFLOW SCUPPER OPENING

CONTINUOUS SEALANT

CONTINUOUS SEALANT

MODIFIED BITUMEN

ROOFING SYSTEM

MULTIPLE-PLY MEMBRANE

BASE FLASHING

PRECAST CONCRETE

WALL PANEL

SEE STRUCTURAL

SHEET METAL SCUPPER SET

IN FLASHING CEMENT

MULTIPLE-PLY MEMBRANE

BASE FLASHING

SHEET METAL SCUPPER SET

IN FLASHING CEMENT

MODIFIED BITUMEN

ROOFING SYSTEM

COVERBOARD

AREA OF TAPERED

INSULATION

R-30 MINIMUM RIGID

INSULATION

METAL DECK

'-6

F .F .E

AREA OF TAPERED INSULATION

PRIMARY SCUPPER OPENING

8" 4"

1' - 0" 2' - 0" 1' - 0"

F .F .E

'-6

AREA OF TAPERED INSULATION

PRIMARY SCUPPER OPENING

LINE OF ROOF

4"x4" 14 GA. ALUMINUM DOWNSPOUT

1' - 6"

8"

1" 4"

8" 4" 1"

6"1"

4"

4"

2"

14 GA. ALUMINUM CONDUCTOR HEAD

MODIFIED BITUMEN

ROOFING SYSTEM

MULTIPLE-PLY MEMBRANE

BASE FLASHING

PRECAST CONCRETE

WALL PANEL

SEE STRUCTURAL

SHEET METAL SCUPPER SET

IN FLASHING CEMENT

MULTIPLE-PLY MEMBRANE

BASE FLASHING

SHEET METAL SCUPPER SET

IN FLASHING CEMENT

MODIFIED BITUMEN

ROOFING SYSTEM

COVERBOARD

R-30 MINIMUM RIGID

INSULATION

METAL DECK

1"

4" 6"

1" 4"

2"

1" 8"

14GA. ALUMINUM

CONDUCTOR HEAD

4"x4" 14GA. ALUMINUM

DOWNSPOUT BEYOND

CONTINUOUS

SEALANT

CONCRETE

SCREW ANCHORS

SPACED EVENLY

AS REQUIRED

CONCRETE

SCREW ANCHORS

SPACED EVENLY

AS REQUIRED

SLOPESL

OP

E

PROVIDE 1" TAPERED INSULATION

AT ALL ROOF TOP EQUIPMENT AND

PENETRATIONS AS REQUIRED TO

CREATE POSITIVE DRAINAGE

ROOF TOP EQUIPMENT

R O O F S

LO

P E

VERIFY ALL CURB HEIGHT

TO MAINTAIN 12"

CLEARANCE ABOVE HIGH

POINT IN TAPERED

INSULATION

FLEXIBLE FLASHING BELOW

METAL

GALVANIZED METAL FLASHING

ANCHOR W/ 6" LONG

CONCEALED CLEATS @ 24" O.C.

MAX.

TREATED WOOD 2x6 T&G

PLANKING - SPAN SHORTER

DIMENSION OF CURB

TREATED 2x6 STUDS @ 24" O.C.

R-30 MIN. RIGID

INSULATION

MTL DECK

TREATED BLOCKING TO MATCH

INSUL. THICKNESS

CONT. 2x8 TYP.

EQUIPMENT ANCHOR UNIT PER MFR

RECOMMENDATIONS THRU NEOPRENE

PAD & SEALANT

MODIFIED BITUMEN

ROOFING SYSTEM

COVERBOARD

A-505

TYP.

4" X 1" HIGH NOTCHED

GRAVEL STOP - 36" SQUARE

(MIN. 20 GA. SHT. MTL. GALV.)

CLAMPING RING STRAINER

MODIFIED BITUMEN

ROOFING SYSTEM

DECK CLAMP

INSULATION TAPER TO DRAIN

R-30 MINIMUM RIGID

INSULATION

METAL DECK - SEE

STRUCTURAL

1' - 6"

1' - 0" 2' - 0" 1' - 0"

4"

9"

1' - 6"

SLOPE SL

OP

E

AREA OF TAPERED INSULATION AREA OF TAPERED INSULATION

MODIFIED BITUMEN

ROOFING SYSTEM

OVERFLOW SCUPPER PRIMARY SCUPPER AND CONDUCTOR HEAD

EQ EQ

A-506

A-506

R E G

IS

T E

RED A R CH IT E

C T

A R K A N S A S

EDWIN C.

LEVYR

E G

IS

T E

RED A R CH IT E

C T

A R K A N S A S

EDWIN C.

LEVYR

E G

IS

T E

RED A R CH IT E

C T

A R K A N S A S

EDWIN C.

LEVY

101 south spring street little rock, ar 72201

501.372.2900 cromwell.com

SEQUENCE

NO.

SHEET NO.

OF

DATE:SOL. NO.

PROJECT NO.

DRAWING NUMBER

SUBMITTED BY:

ENGINEER:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

TO THE BEST OF OUR KNOWLEDGE,

INFORMATION AND BELIEF, BASED

ON AND LIMITED TO OUR NORMAL

FUNCTIONS PERFORMED UNDER OUR

CONTRACT WITH THE GOVERNMENT,

IT IS OUR PROFESSIONAL OPINION

THAT THIS PROJECT IS DESIGNED

IN ACCORDANCE WITH APPLICABLE

DOD REGULATIONS.

EDWIN C. LEVY

DEFENSE COMMISSARY AGENCY

LACKLAND AFB, TEXAS

FORT LEE, VIRGINIA

DIRECTORATE OF ENGINEERING

30-MAY-2018

EA16MI05

NAVAL AIR STATION

PENSACOLA, FLORIDA

PENSACOLA COMMISSARY FACILITY

ADDITION /ALTERATION

A/E: 2016-001

RTA SOLICITATION ISSUE

SYM. D.O. NO. ACTION DATE DESCRIPTION OF REVISION

1 5-30-2018 RTA SOLICITATION ISSUE

A-506

ECL

JAR

ECL

ROOF DETAILS

05/30/18

3/4" = 1'-0"

1 ENLARGED OVERFLOW SCUPPER PLAN - WEST BUILDING ADDITION

3/4" = 1'-0"

2 OVERFLOW SCUPPER ELEVATION - WEST BUILDING ADDITION

3" = 1'-0"

3 OVERFLOW SCUPPER FLASHING SECTION

3/4" = 1'-0"

5 PRIMARY & OVERFLOW SCUPPER ELEVATION - NORTH FREEZER ADDITION

3" = 1'-0"

6 PRIMARY SCUPPER FLASHING SECTION

3/4" = 1'-0"

7 TAPERED INSULATION DETAIL

SCALE : 3/4" = 1'-0"

0 1 2 4

SCALE : 3/4" = 1'-0"

0 1 2 4

SCALE : 3/4" = 1'-0"

0 1 2 4

SCALE : 3/4" = 1'-0"

0 1 2 4

SCALE : 3/4" = 1'-0"

0 1 2 4

SCALE : 3" = 1'-0"

0 3" 6" 1'

SCALE : 3" = 1'-0"

0 3" 6" 1'

3" = 1'-0"

9 PLATFORM-ROOF MOUNTED EQUIPMENT

SCALE : 3" = 1'-0"

0 3" 6" 1'

2 7-23-2018 REPLACE EXISTING ROOFING

3 7-24-2018 REVISIONS TO BID DOCUMENTS

3" = 1'-0"

8 ROOF DRAIN & AUXILIARY DRAIN

SCALE : 3" = 1'-0"

0 3" 6" 1'

3/4" = 1'-0"

4 ENLG. PRIMARY & OVERFLOW SCUPPER PLAN - NORTH FREEZER ADDITION

HDEC03-18-R-0007

HOLLOW METAL FRAME -

GROUT FULL

BACKER ROD AND SEALANT

DOOR, SEE SCHEDULE

PRECAST CONCRETE

PANEL - SEE STRUCTURAL

R-11 MIN. SPRAY POLYURETHANE

FOAM INSULATION

6" MTL. STUDS AT 16"

O.C. MAX

5/8" GYPSUM BOARD

R-11 MIN. SPRAY POLYURETHANE FOAM INSULATION

3 5/8" MTL. STUDS AT 16" 0.C. MAX

DOOR - SEE SCHEDULE

HOLLOW METAL FRAME -

GROUT FULL

BACKER ROD AND SEALANT

PRECAST CONCRETE PANEL -

SEE STRUCTURAL

5/8" GYPSUM BOARD

OPERATOR

BEYOND

HOOD AND

HEAD PLATE

INSULATED

COILING DOOR &

GUIDE TRACKS

DOCK SEAL

16 GA. GALV. STL.

RAIN HOOD (PAINT)

GALV. STL. BENT PLATE

(PAINT) - SEE STRUCTURAL

6" MTL. STUDS AT

16" O.C. MAX

R-11 MIN. SPRAY

POLYURETHANE FOAM

INSULATION

PRECAST CONCRETE

PANEL - SEE STRUCTURAL

1' - 6"

5/8" GYPSUM BOARD

PRECAST CONCRETE

PANEL - SEE STRUCTURAL

DOCK SEAL

FACE OF DOCK WALL

BELOW

GALV. STEEL BENT PLATE

(PAINT) - SEE STRUCTURAL

DOCK LEVELER BELOW - SEE PLANS -

CONT. GALV. STEEL ANGLE

4"x4"x1/4" LEVELER PIT EDGE ANGLE

6" MTL. STUDS AT

16" O.C. MAX

R-11 MIN. SPRAY

POLYURETHANE FOAM

INSULATION

CONTINUOUS BENT PLATE

ATTACH TO SLAB W/ CLIP

ANGLES EA. SIDE

ROLLER GUIDES BY MFR

BUMPER POST (BP-2)

INSULATED COILING DOOR

5/8" GYPSUM BOARD

OPERATOR

BEYOND

HOOD AND

HEAD PLATE

INSULATED

COILING DOOR &

GUIDE TRACKS

GALV. STL. BENT PLATE

(PAINT) - SEE STRUCTURAL

EXISTING GYP. BOARD ON

MTL. STUD FURRING

5/8" GYP. BOARD ON 6" MTL.

STUD FURRING

EXISTING PRECAST

CONCRETE PANEL

NEW STEEL BEAM - SEE

STRUCTURAL

VERTICAL MEZZANINE GATE

EQUAL TO "PS DOORS" MODEL

MGV FOR FALL PROTECTION

AT DOOR OPENING

INSULATED COILING DOOR

ROLLER GUIDES BY MFR

GALV. STEEL BENT PLATE (PAINT) -

SEE STRUCTURAL

EXISTING PRECAST

CONCRETE PANEL

EXISTING GYP. BOARD ON

MTL. STUD FURRING

NEW STEEL COLUMN - SEE

STRUCTURAL

ATTACH TO SLAB W/ CLIP

ANGLES EA. SIDE

CONTINUOUS BENT PLATE

VERTICAL MEZZANINE GATE EQUAL

TO "PS DOORS" MODEL MGV

METAL CORNER BEAD

METAL RUNNER CHANNEL

3 5/8" MTL. STUDS AT 16" 0.C.

5/8" GYP. BOARD

BACKER ROD AND SEALANT

METAL CASING BEAD

SEALANT

BACKER ROD AND SEALANT

1/4" WOOD SPACER

ALUMINUM STOREFRONT FRAME

DOOR - SEE SCHEDULE

R-11 MIN. SPRAY POLYURETHANE

FOAM INSULATION

PRECAST CONCRETE PANEL -

SEE STRUCTURAL

4" PRECAST CONCRETE PANEL

7" PRECAST CONCRETE PANEL

DOOR - SEE SCHEDULE

6" MTL. STUDS AT

16" O.C. MAX.

R-11 MIN. BATT INSULATION

5/8" GYP. BOARD

BACKER ROD AND SEALANT

1/4" WOOD SPACER

ALUMINUM STOREFRONT FRAME

BACKER ROD AND SEALANT

STEEL CHANNEL -

SEE STRUCTURAL

4" PRECAST CONCRETE PANEL

R-11 MIN. SPRAY

POLYURETHANE FOAM

INSULATION

GUIDE RAILS BEYOND

INSULATED COILING DOOR

DOCK LEVELER

GALV. STL. PLATE

(PAINTED) - SEE STRUCTURAL

(A-B2034-0004.01)

DOCK LEVELER PIT AND

FOUNDATION WALL, SEE

STRUC.

PAVING, SEE CIVIL

TRUCK RESTRAINT

GALV. EDGE ANGLE,

SEE STRUC.

RAISED POSITION

LOWERED POSITION

DOOR SEALS

DOCK BUMPER BEYOND

MIN

6"

3/4" DIA. X 4" L STUDS @ 18"

O.C.

3/4" DIA. X 8" L ANCHOR

BOLTS

LAMINATED RUBBER DOCK

BUMPER

SEE EXTERIOR

ELEVATIONS FOR

LOCATIONS

CONT. GALV. STL. ANGLE

(PAINT) SEE STRUC.

GUIDE RAILS BEYOND

INSULATED COILING DOOR

GALV. STL. PLATE

(PAINTED) - SEE STRUCTURAL

DOOR SEALS

1/4" GALV. STL. DIAMOND PLATE

SILL PAINTED)

EXISTING PRECAST CONCRETE

PANEL

EXISTING CONCRETE MEZZANINE SLAB

R E G

IS

T E

RED A R CH IT E

C T

A R K A N S A S

EDWIN C.

LEVYR

E G

IS

T E

RED A R CH IT E

C T

A R K A N S A S

EDWIN C.

LEVYR

E G

IS

T E

RED A R CH IT E

C T

A R K A N S A S

EDWIN C.

LEVY

101 south spring street little rock, ar 72201

501.372.2900 cromwell.com

SEQUENCE

NO.

SHEET NO.

OF

DATE:SOL. NO.

PROJECT NO.

DRAWING NUMBER

SUBMITTED BY:

ENGINEER:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

TO THE BEST OF OUR KNOWLEDGE,

INFORMATION AND BELIEF, BASED

ON AND LIMITED TO OUR NORMAL

FUNCTIONS PERFORMED UNDER OUR

CONTRACT WITH THE GOVERNMENT,

IT IS OUR PROFESSIONAL OPINION

THAT THIS PROJECT IS DESIGNED

IN ACCORDANCE WITH APPLICABLE

DOD REGULATIONS.

EDWIN C. LEVY

DEFENSE COMMISSARY AGENCY

LACKLAND AFB, TEXAS

FORT LEE, VIRGINIA

DIRECTORATE OF ENGINEERING

30-MAY-2018

EA16MI05

NAVAL AIR STATION

PENSACOLA, FLORIDA

PENSACOLA COMMISSARY FACILITY

ADDITION /ALTERATION

A/E: 2016-001

RTA SOLICITATION ISSUE

SYM. D.O. NO. ACTION DATE DESCRIPTION OF REVISION

1 5-30-2018 RTA SOLICITATION ISSUE

A-507

ECL

JAR

ECL

DOOR DETAILS

05/30/18

3" = 1'-0"

1 HEAD - HM DOOR AT PRECAST CONCRETE EXTERIOR WALL

3" = 1'-0"

2 JAMB - HM DOOR AT PRECAST CONCRETE EXTERIOR WALL

1 1/2" = 1'-0"

3 HEAD, COILING O.H. DOOR @ CONC. WALL

1 1/2" = 1'-0"

4 JAMB, COILING O.H. DOOR @ CONC. WALL

1 1/2" = 1'-0"

7 HEAD, COILING O.H. DOOR @ CONC. WALL

1 1/2" = 1'-0"

8 JAMB, COILING O.H. DOOR @ CONC. WALL

3" = 1'-0"

5 HEAD - EXTERIOR STOREFRONT DOOR

3" = 1'-0"

6 JAMB - EXTERIOR STOREFRONT DOOR

1 1/2" = 1'-0"

11 SILL, COILING O.H. DOOR @ GRADE

3" = 1'-0"

12 DOCK BUMPER DETAIL

SCALE : 3" = 1'-0"

0 3" 6" 1'

SCALE : 3" = 1'-0"

0 3" 6" 1'

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

0 6" 1' 2'

SCALE : 3" = 1'-0"

0 3" 6" 1'

SCALE : 3" = 1'-0"

0 3" 6" 1'

SCALE : 3" = 1'-0"

0 3" 6" 1'

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

0 6" 1' 2'

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

0 6" 1' 2'

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

0 6" 1' 2'

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

0 6" 1' 2'

3 7-24-2018 REVISIONS TO BID DOCUMENTS

1 1/2" = 1'-0"

9 SILL - MEZZANINE OVERHEAD DOOR

HDEC03-18-R-0007

7" PRECAST CONCRETE

WALL PANEL - SEE STRUCT.

4" PRECAST CONCRETE

PANEL - SEE STRUCTURAL

BACKER ROD AND

SEALANT JOINT

R-11 MIN. SPRAY POLYURETHANE

FOAM INSULATION

3 5/8" MTL. STUDS AT 16" O.C. MAX

5/8" GYP. BOARD

EXTERIOR STOREFRONT DOOR -

SEE DTL. 6/A-507 FOR JAMB DTL.

3' - 4"

3 5/8" MTL. STUDS AT 16" O.C. MAX

5/8" GYP. BOARD

BACKER ROD AND

SEALANT JOINT

3' - 4"

DIA.

2' - 8"

3'

CONCRETE PEDESTAL

SEE STRUCTURAL

FACE BRICK -

STACK BOND

SOLDIER COURSE

SEE DETAIL 11/A-508

FOR TYPICAL

REINFORCEMENT NOTES

@ BRICK COLUMN.

STEEL COLUMN

SEE STRUCTURAL

NEW PRECAST WALL PANEL

SEE STRUCTURAL

EXISTING PRECAST

WALL PANEL

3 5/8" MTL. STUDS AT 16" O.C. MAX

TREATED WOOD SHIM

4" PRECAST CONCRETE

PANEL - SEE STRUCTURAL

1/2" BACKER ROD AND

SEALANT JOINT

ALUMINUM CURTAINWALL FRAME

1" INSULATED GLAZING

R-11 MIN. SPRAY POLYURETHANE FOAM INSULATION

3 5/8" MTL. STUDS AT 16" O.C. MAX

5/8" GYP. BOARD

7" PRECAST CONCRETE PANEL - SEE STRUCTURAL

5/8" GYPSUM BOARD

2 1/2" MTL. STUDS AT 16" O.C. MAX

CONCRETE PEDESTAL

SEE STRUCTURAL

FACE BRICK -

STACK BOND

SOLDIER COURSE

SEE DETAIL 11/A-508

FOR TYPICAL

REINFORCEMENT

NOTES @ BRICK

COLUMN.

STEEL COLUMN

SEE STRUCTURAL

7" PRECAST CONCRETE PANEL

BACKER ROD AND SEALANT

BOTH SIDES

1" INSULATED GLAZING 1/4" WOOD SPACER

ALUMINUM CURTAINWALL FRAME

1/4" WOOD SPACER

AUTOMATIC ENTRY DOOR

SEE DOOR SCHEDULE

BACKER ROD AND SEALANT

BOTH SIDES

3 5/8" MTL. STUDS AT 16" O.C. MAX

(3) CONTINUOUS STUDS

7" PRECAST CONCRETE PANEL

R-11 MIN. BATT INSULATION

FLOOR MOUNTED SPRING BUMPER RAIL

- SEE SPECIFICATIONS

GALV. 14 GA. CLIP W/ #10

SCREWS TP PLATE AND 1/4"

CONCRETE SCREW ANCHOR

TO WALL

12 GA. CLIP ANGELS 2-#10

SCREWS TO STUD AND

2-0.157" PAF.

GALV. 14 GA. CLIP W/ #10

SCREWS TP PLATE AND

1/4" CONCRETE SCREW

ANCHOR TO WALL

3 5/8" MTL. STUDS

AT 16" O.C. MAX

5/8" GYPSUM BOARD

BACKER ROD AND SEALANT

BOTH SIDES

STEEL TUBE -

SEE STRUCTURAL

AUTOMATIC ENTRY DOOR

SEE DOOR SCHEDULE

TREATED WOOD SHIM

EXISTING PRECAST CONCRETE PANEL

5/8" GYPSUM BOARD

STUD INFILL AS REQUIRED

EXISTING STEEL COLUMN

3 5/8" MTL. STUDS AT 16"

O.C. MAX

R-11 MIN. SPRAY

POLYURETHANE FOAM

INSULATION

5/8" GYPSUM BOARD

6" MTL. STUDS AT

16" O.C. MAX

5/8" GYPSUM BOARD

RED OAK BUMPER RAILS - SEE DTL. 1/A-501

5/8" GYPSUM BOARD

3 5/8" MTL. STUDS

3 5/8" MTL. STUDS AT 16" O.C.

4-LAYERS OF 1/2"

TREATED PLYWOOD

(3) CONTINUOUS STUDS

1/4" WOOD SPACER

BACKER ROD AND

SEALANT BOTH SIDES

5/8" GYPSUM BOARD

AUTOMATIC ENTRY DOOR

SEE DOOR SCHEDULE

R-11 MIN. SPRAY

POLYURETHANE

FOAM INSULATION

R-11 MIN. BATT INSULATION

6" MTL STUDS AT

16" O.C. MAX

7" PRECAST CONCRETE PANEL

R-11 MIN. SPRAY

POLYURETHANE

FOAM INSULATION

3 5/8" MTL. STUDS

AT 16" O.C. MAX

CONCRETE PEDESTAL

SEE STRUCTURAL

FACE BRICK -

STACK BOND

SOLDIER COURSE

SEE DETAIL 11/A-508

FOR TYPICAL

REINFORCEMENT

NOTES @ BRICK

COLUMN.

STEEL COLUMN

SEE STRUCTURAL

1/4" WOOD SPACER

3 5/8" MTL STUDS

AT 16" O.C. MAX

5/8" GYPSUM BOARD

AUTOMATIC

ENTRY DOOR

SEE DOOR

SCHEDULE

7" PRECAST

CONCRETE PANEL

R-11 MIN. BATT

INSULATION

5/8" GYPSUM BOARD

GALV. 14 GA. CLIP W/ #10

SCREWS TP PLATE AND 1/4"

CONCRETE SCREW ANCHOR

TO WALL

12 GA. CLIP ANGELS 2-#10

SCREWS TO STUD AND

2-0.157" PAF.

4" PRECAST

CONCRETE PANEL

7" PRECAST

CONCRETE PANEL

1 1/2" EIFS

3 5/8" MTL. STUDS

AT 16" O.C. MAX.

R-11 MIN. SPRAY

POLYURETHANE

FOAM INSULATION

3 5/8" MTL. STUDS

AT 16" O.C. MAX

R-11 MIN. SPRAY POLYURETHANE

FOAM INSULATION

5/8" GYPSUM BOARD

STAINLESS STEEL

CORNER GUARD

RED OAK BUMPER RAIL

- SEE DTL. 1/A-501

5/8" GYPSUM

BOARD

EXISTING PRECAST

CONCRETE PANEL

1/2" GLASS MAT

SHEATHING

STEEL COLUMN

- SEE STRUCTURAL

3' - 0 201/256"

CONCRETE PEDESTAL

SEE STRUCTURAL

FACE BRICK -

STACK BOND

SOLDIER COURSE

SEE DETAIL 11/A-508

FOR TYPICAL

REINFORCEMENT

NOTES @ BRICK

COLUMN.

STEEL COLUMN

SEE STRUCTURAL

7" PRECAST

CONCRETE PANEL

7" PRECAST

CONCRETE PANEL

5/8" GYPSUM BOARD

3 5/8" MTL. STUDS

AT 16" O.C. MAX

5/8" GYPSUM BOARD

3 5/8" MTL. STUDS

AT 16" O.C. MAX

R-11 MIN. SPRAY

POLYURETHANE

FOAM INSULATION

GALV. 14 GA. CLIP W/ #10

SCREWS TP PLATE AND

1/4" CONCRETE SCREW

ANCHOR TO WALL

12 GA. CLIP ANGELS

2-#10 SCREWS TO

STUD AND 2-0.157"

PAF.

EXISTING PRECAST

CONCRETE WALL PANEL

1/2" BACKER ROD AND

SEALANT JOINT

R-11 MIN. SPRAY POLYURETHANE

FOAM INSULATION

3 5/8" MTL. STUDS AT 16" O.C. MAX

5/8" GYP. BOARD

3' - 4"

STEEL CHANNEL -

SEE STRUCTURAL

4" PRECAST CONCRETE

PANEL - SEE STRUCTURAL

1/2" BACKER ROD

AND SEALANT JOINT

2' - 8" DIA.

4" X18 GA. MTL.

STUD @16" O.C.

GALV. 4" X18 GA.

MTL. STUD

FACE BRICK (STACK

BOND SOLDIER COURSE)

PROVIDE EXPANSION

SEALANT AT BASE W/

GALV. STL. SHIM

GALV. SINGLE SCREW VENEER

TIES @12" O.C.

GALV. #9 WIRE @

8" O.C. W/ 12" LAP

2-GALV. #10 MTL.

SCREWS

GALV. PLATE

14GA.X2" @ 8" O.C.

2-GALV. #10 MTL.

SCREWS

STL. COLUMN-

SEE STRUCTURAL

R E G

IS

T E

RED A R CH IT E

C T

A R K A N S A S

EDWIN C.

LEVYR

E G

IS

T E

RED A R CH IT E

C T

A R K A N S A S

EDWIN C.

LEVYR

E G

IS

T E

RED A R CH IT E

C T

A R K A N S A S

EDWIN C.

LEVY

101 south spring street little rock, ar 72201

501.372.2900 cromwell.com

SEQUENCE

NO.

SHEET NO.

OF

DATE:SOL. NO.

PROJECT NO.

DRAWING NUMBER

SUBMITTED BY:

ENGINEER:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

TO THE BEST OF OUR KNOWLEDGE,

INFORMATION AND BELIEF, BASED

ON AND LIMITED TO OUR NORMAL

FUNCTIONS PERFORMED UNDER OUR

CONTRACT WITH THE GOVERNMENT,

IT IS OUR PROFESSIONAL OPINION

THAT THIS PROJECT IS DESIGNED

IN ACCORDANCE WITH APPLICABLE

DOD REGULATIONS.

EDWIN C. LEVY

DEFENSE COMMISSARY AGENCY

LACKLAND AFB, TEXAS

FORT LEE, VIRGINIA

DIRECTORATE OF ENGINEERING

30-MAY-2018

EA16MI05

NAVAL AIR STATION

PENSACOLA, FLORIDA

PENSACOLA COMMISSARY FACILITY

ADDITION /ALTERATION

A/E: 2016-001

RTA SOLICITATION ISSUE

SYM. D.O. NO. ACTION DATE DESCRIPTION OF REVISION

1 5-30-2018 RTA SOLICITATION ISSUE

A-508

ECL

JAR

ECL

ENTRY DETAILS

05/30/18

1" = 1'-0"

1 PLAN DETAIL AT ENTRY

1" = 1'-0"

5 PLAN DETAIL AT BRICK COLUMN PILASTER

1" = 1'-0"

2 PLAN DETAIL AT ENTRY VESTIBULE

1" = 1'-0"

6 PLAN DETAIL AT ENTRY VESTIBULE

1" = 1'-0"

3 PLAN DETAIL AT ENTRY VESTIBULE / ENTRY

1" = 1'-0"

7 PLAN DETAIL AT ENTRY VESTIBULE / ENTRY

1" = 1'-0"

4 PLAN DETAIL AT ENTRY

1" = 1'-0"

8 PLAN DETAIL AT ENTRY

SCALE : 1" = 1'-0"

0 6" 1' 2'

SCALE : 1" = 1'-0"

0 6" 1' 2'

SCALE : 1" = 1'-0"

0 6" 1' 2'

SCALE : 1" = 1'-0"

0 6" 1' 2'

SCALE : 1" = 1'-0"

0 6" 1' 2'

SCALE : 1" = 1'-0"

0 6" 1' 2'

SCALE : 1" = 1'-0"

0 6" 1' 2'

SCALE : 1" = 1'-0"

0 6" 1' 2'

1" = 1'-0"

10 PLAN DETAIL AT ENTRY

SCALE : 1" = 1'-0"

0 6" 1' 2'

3 7-24-2018 REVISIONS TO BID DOCUMENTS

1" = 1'-0"

11 REINF. PLAN AT BRICK COLUMNS - TYP.

SCALE : 1" = 1'-0"

0 6" 1' 2'

HDEC03-18-R-0007

GENERAL INTERIOR NOTES:

APC

ALG

CF

CMU

CONC

CT

EXP

EXST

FRP

GWB

HM

MRGWB

P

PF

PL

PLYWD

RB

RES

RWC

S

SS

VET

WMP

WOS

1.REFER TO SECTION 09 05 61 COMMON WORK RESULTS FOR FLOORING PREPARATION.

PERFORM ALL SPECIFIED TESTING AND REMEDIATION OF NEW CONCRETE FLOOR SLABS

THAT ARE TO RECEIVE MOISTURE SENSITIVE FLOORING.

2.PROVIDE STAINLESS STEEL TOILET PARTITIONS AT RESTROOMS, PARTITIONS TO BE

FLOOR ANCHORED, OVERHEAD BRACED.

3.MILLWORK AT CASHIER 4 (INCLUDING TRANSACTION COUNTER & PASS THRU WINDOW),

CASH COUNTING 5, ADMIN AREA (ALCOVE) 15, BREAKROOM 16A, 16B, 16C, TRAINING

ROOM 17, MEDICAL FOOD INSPECTION OFFICE 34, AND VENDOR OFFICE 84 SHALL

RECEIVE PL-4 COUNTER/BACKSPLASH AND PL-3 BASE AND WALL CABINETS WHERE

APPLICABLE. REFER TO SHEET A-802 FOR MILLWORK ELEVATIONS.

4.RESTROOM VANITIES AT MEN RESTROOM 10 AND WOMEN RESTROOM 11 SHALL RECEIVE

SS-2 COUNTER/BACKSPLASH.

5.PROVIDE STAINLESS STEEL METAL COLUMN COVERS AT EXPOSED COLUMNS AT SALES

AREA FROM FINISHED FLOOR TO 6'-0" WITH N-2 PAINT ABOVE U.N.O.

6.HM DOORS AND HM FRAMES FACING THE SALES AREA SHALL BE PAINTED TO MATCH N-4.

ALL OTHER PAINTED HM DOORS AND HM FRAMES IN (ROOMS RECEIVING WORK)SHALL

BE PAINTED TO MATCH SCHEDULED ADJACENT WALL COLOR.

7.TYPICAL PAINT FINISHES: WALLS RECEIVE SATIN FINISH; CEILINGS RECEIVE FLAT FINISH;

DOORS/FRAMES RECEIVE SEMI-GLOSS FINISH.

8.SOLID SURFACE WINDOW SILLS TO MATCH SS-1.

INTERIOR LEGEND

NONE OR NOT APPLICABLE

ACOUSTIC PANEL CEILING

ALUMINUM/GLASS

CONCRETE, FINISHED

CONCRETE MASONRY UNIT

CONCRETE, SEALED

CERAMIC TILE

EXISTING

EXPOSED STRUCTURE

FIBERGLASS REINFORCED PANELS

GYPSUM WALL BOARD

HOLLOW METAL

MOISTURE RESISTANT GYP WALL BOARD

PAINT

PREFABRICATED FREEZER WALL

PLASTIC LAMINATE

PLYWOOD

RESILIENT BASE

RESINOUS FLOOR

RIGID WALLCOVERING

STAIN

SOLID SURFACE

VINYL ENHANCED TILE

WIRE MESH PANEL

WALK-OFF SYSTEM

ROOM FINISH REMARK:

A. PROVIDE DOUBLE WOOD BUMPER RAILS AND RIGID WALLCOVERING WAINSCOT AT

LOCATIONS NOTED ON A-101 THRU A-104. SEE DETAIL 1/A-501. SEE ELEVATIONS

I-201.

B. DEEP CLEAN CERAMIC WALL TILE TO REMAIN.

C. PROVIDE HORIZONTAL BLINDS. SEE SPECIFICATIONS 12 21 13.

D. DEEP CLEAN EXISTING CERAMIC WALL TILE TO REMAIN, PROVIDE NEW CERAMIC

WALL TILE AND GROUT TO MATCH EXISTING AT NEW WALLS - FIELD VERIFY COLOR

TO MATCH.

E. PAINT HM DOORS AND HM FRAMES TO MATCH N-11 (BOTH SIDES).

F.PROVIDE 48" HIGH FRP WAINSCOT ON WALL SURFACES ABOVE MOP BASIN.

G. PROVIDE 3/4" FIRE TREATED PLYWOOD ON ALL GYPSUM BOARD WALL SURFACES.

SET BOTTOM OF PANEL 3'-0" AFF AND RUN 8'-0" x 4'-0" PLYWOOD PANELS

HORIZONTALLY.

H. NOT USED.

I. PROVIDE RIGID WALLCOVERING WAINSCOT 32" AFF; TERMINATE TOP WITH

COORDINATING TRIM PIECE.

R E G

IS

T E

RED A R CH IT E

C T

A R K A N S A S

EDWIN C.

LEVYR

E G

IS

T E

RED A R CH IT E

C T

A R K A N S A S

EDWIN C.

LEVYR

E G

IS

T E

RED A R CH IT E

C T

A R K A N S A S

EDWIN C.

LEVY

101 south spring street little rock, ar 72201

501.372.2900 cromwell.com

SEQUENCE

NO.

SHEET NO.

OF

DATE:SOL. NO.

PROJECT NO.

DRAWING NUMBER

SUBMITTED BY:

ENGINEER:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

TO THE BEST OF OUR KNOWLEDGE,

INFORMATION AND BELIEF, BASED

ON AND LIMITED TO OUR NORMAL

FUNCTIONS PERFORMED UNDER OUR

CONTRACT WITH THE GOVERNMENT,

IT IS OUR PROFESSIONAL OPINION

THAT THIS PROJECT IS DESIGNED

IN ACCORDANCE WITH APPLICABLE

DOD REGULATIONS.

EDWIN C. LEVY

DEFENSE COMMISSARY AGENCY

LACKLAND AFB, TEXAS

FORT LEE, VIRGINIA

DIRECTORATE OF ENGINEERING

30-MAY-2018

EA16MI05

NAVAL AIR STATION

PENSACOLA, FLORIDA

PENSACOLA COMMISSARY FACILITY

ADDITION /ALTERATION

A/E: 2016-001

RTA SOLICITATION ISSUE

SYM. D.O. NO. ACTION DATE DESCRIPTION OF REVISION

1 5-30-2018 RTA SOLICITATION ISSUE

A-601

ECL

JAR

ECL

ROOM FINISH SCHEDULE

05/30/18

ROOM FINISH SCHEDULE

NUMBER NAME FLOOR BASE

NORTH WALL SOUTH WALL EAST WALL WEST WALL CEILING

REMARKMATERIAL COLOR MATERIAL COLOR MATERIAL COLOR MATERIAL COLOR MATERIAL COLOR HEIGHT

1 ENTRY VESTIBULE WOS-1 --- MRGWB N-2/RWC-1 MRGWB/ALG

BRICK

N-2/RWC-1 MRGWB/ALG/

BRICK

N-2/RWC-1 MRGWB/ALG/

BRICK

N-2/RWC-1 MRGWB N-1 10'-0" A

1A ENTRY CF-1 --- MRGWB N-2/RWC-1 MRGWB

BRICK

N-2/RWC-1 MRGWB/BRIC

K

N-2/RWC-1 MRGWB/ALG/

BRICK

N-2/RWC-1 MRGWB N-1 10'-0" A

2A EXIT VEST. CF-1 RB-1 EXST --- EXST N-2/RWC-1 EXST --- EXST N-2/RWC-1 MRGWB N-10 10'-0" A

2B EXIT VEST. CF-1 RB-1 EXST --- EXST N-2/RWC-1 EXST N-2/RWC-1 EXST --- MRGWB N-10 10'-0" A

3B CARRYOUT RETURN VEST. WOS-1 RB-1 EXST --- MRGWB N-2/RWC-1 EXST --- EXST ---/N-2/RWC-1 MRGWB N-10 10'-0" A

4 CASHIER VET-1 RB-2 EXST N-11 EXST N-11 EXST/GWB N-11 EXST/GWB N-11 APC APC-2 8'-0" C

5 CASH COUNTING VET-1 RB-2 EXST N-11 EXST N-11 EXST N-11 EXST N-11 APC APC-2 8'-0"

6B STORE MANAGER / CUST. SERV. OFF. VET-1 RB-2 EXST/GWB N-11 EXST N-11 EXST N-11 EXST N-11 APC APC-1 8'-0"

7 RESTROOM ALCOVE CF-1 RB-1 GWB N-2/RWC-1 GWB N-2/RWC-1 GWB N-2/RWC-1 GWB N-2/RWC-1 APC APC-1 10'-0" A

8 CART STORAGE CF-1 RB-1 --- --- GWB N-2/RWC-1 EXST/GWB N-2/RWC-1 GWB N-2/RWC-1 APC APC-1 12'-0" A

9 PATRON ASSISTED RESTROOM CT-7 CT-8 MRGWB CT 4,5,6 MRGWB CT 4,5,6 MRGWB CT 4,5,6 MRGWB CT 4,5,6 MRGWB N-10 8'-0"

10 MEN RESTROOM CT-7 CT-8 MRGWB CT 4,5,6 MRGWB CT 4,5,6 MRGWB CT 4,5,6 MRGWB CT 4,5,6 MRGWB N-10 8'-0"

11 WOMEN RESTROOM CT-7 CT-8 MRGWB CT 4,5,6 MRGWB CT 4,5,6 MRGWB CT 4,5,6 MRGWB CT 4,5,6 MRGWB N-10 8'-0"

12 STORE DIRECTOR OFFICE VET-1 RB-2 GWB N-11 GWB N-11 GWB N-11 GWB N-11 APC APC-1 10'-0" C

13 ADMIN. VEST. WOS-1 RB-2 MRGWB/ALG N-11/--- MRGWB/ALG N-11/--- MRGWB N-11 MRGWB N-11 MRGWB N-10 8'-0"

14 ADMIN. CORRIDOR VET-1 RB-2 GWB N-11 GWB N-11 GWB N-11 GWB N-11 APC APC-1 8'-0"

15 ADMINISTRATIVE AREA VET-1 RB-2 GWB N-11 GWB N-11 GWB N-11 GWB N-11 APC APC-1 10'-0" C

16A BREAKROOM VET-1 RB-2 GWB N-11/RWC-2 GWB N-11/RWC-2 GWB N-11/RWC-2 GWB N-11/RWC-2 APC APC-1 10'-0" I

16B BREAKROOM VET-1 RB-2 EXST N-11/RWC-2 EXST N-11/RWC-2 EXST N-11/RWC-2 GWB N-11/RWC-2 APC APC-2 8'-0" E, I

16C BREAKROOM VET-1 RB-2 EXST N-11 EXST N-11 EXST N-11 EXST N-11 APC APC-2 10'-0"

17 TRAINING ROOM VET-1 RB-2 GWB N-11 GWB N-11 GWB N-11 GWB N-11 APC APC-1 10'-0" C

17A TRAINING STORAGE VET-1 RB-2 GWB N-11 GWB N-11 GWB N-11 GWB N-11 APC APC-1 8'-0"

18 ASST. STORE DIRECTOR OFFICE VET-1 RB-2 GWB N-11 GWB N-11 GWB N-11 GWB N-11 APC APC-1 10'-0" C

18A STORE ADMINISTRATOR OFFICE VET-1 RB-2 GWB N-11 GWB N-11 GWB N-11 GWB N-11 APC APC-1 10'-0" C

19 GROCERY MGR OFFICE EXST EXST EXST N-11 EXST N-11 EXST N-11 EXST N-11 EXST N-10 8'-0" E

20A JANITOR EXST EXST EXST N-10 EXST N-10 EXST N-10 EXST N-10 EXST N-10 8'-0" E

20B JANITOR EXST EXST EXST N-10 EXST N-10 EXST N-10 EXST N-10 EXST N-10 8'-0" E

20C JANITOR EXST EXST EXST N-10 EXST N-10 EXST N-10 EXST N-10 EXST N-10 8'-0" E

20D JANITOR CONC RB-3 MRGWB N-10/FRP-1 MRGWB N-10 MRGWB N-10 MRGWB N-10/FRP-1 MRGWB N-10 8'-0" F, J

21A VESTIBULE EXST --- EXST N-10 EXST N-10 EXST N-10 --- --- EXST N-10 9'-0" E

21B VESTIBULE EXST RB-3 EXST N-10 EXST N-10 EXST N-10 EXST N-10 EXST N-10 9'-0"

21C VESTIBULE CONC RB-3 EXST N-10 EXST N-10 EXST N-10 EXST N-10 EXST N-10 9'-0"

22 ADMIN. STORAGE (ABOVE) --- --- --- --- --- --- --- --- --- --- --- --- --- NO WORK

22A ADMIN. STORAGE STAIRWAY --- --- --- --- --- --- --- --- --- --- --- --- --- NO WORK

23 DAMAGED MERCHANDISE EXST EXST EXST N-10 EXST N-10 EXST N-10 EXST N-10 EXST N-10 8'-0" E

24 DAMAGED MERCH. SALES ALCOVE CF-1 RB-1 EXST N-2/RWC-1 EXST N-2/RWC-1 --- --- EXST N-2/RWC-1 EXST N-1 EXST A

25 LOCKER ROOM- WOMEN CT-7 CT-8 EXST --- EXST --- EXST --- EXST --- EXST N-10 8'-0" B, E

26 EMP. TLT - WOMEN CT-7 CT-8 EXST --- EXST --- EXST --- EXST --- EXST N-10 8'-0" B

27 EMP. TLT - MEN CT-7 CT-8 EXST --- EXST --- EXST --- EXST --- EXST N-10 8'-0" B

28 LOCKER ROOM - MEN CT-7 CT-8 EXST --- EXST --- EXST --- EXST --- EXST N-10 8'-0" B, E

30 CONTRACT STOCKER STORAGE EXST RB-2 GWB N-11 CMU N-11 CMU N-11 GWB N-11 EXP --- 10'-0" E

31A COMM. ROOM CONC RB-3 GWB N-10 GWB N-10 GWB N-10 GWB N-10 GWB N-10 8'-0" G

31B COMM. CLOSET CONC --- CMU N-10 CMU N-10 CMU N-10 CMU N-10 MRGWB N-10 8'-0" E, G

31J ELEC CONC RB-3 GWB N-10 GWB N-10 GWB N-10 CMU N-10 EXP --- ---

31K ELECT. EXST --- --- --- EXST N-10 EXST N-10 WMP --- EXP --- ---

32 CONTRACT STOCKER STORAGE EXST --- WMP --- EXST N-10 WMP --- CMU N-10 EXP --- ---

33 MOBILE REGISTER STORAGE EXST --- WMP --- EXST/CMU N-10 WMP --- WMP --- EXP --- ---

34 MEDICAL FOOD INSPEC. OFFICE VET-1 RB-2 GWB N-11 GWB N-11 GWB N-11 GWB N-11 APC APC-1 8'-0" C, E

35 RECEIVING OFFICE VET-1 RB-2 GWB N-11 EXST N-11 GWB N-11 EXST N-11 APC APC-1 8'-0" C, E

36 RECEIVING AREA CONC CONC CURB MRGWB N-10 MRGWB/CMU N-10 MRGWB/CMU N-10 MRGWB N-10 EXP --- ---

37 STAGING AREA CONC CONC CURB CMU/PF N-10 EXST/CMU --- EXST N-10 MRGWB N-10 EXP --- ---

38 MHE CHARGING CONC CONC CURB --- --- CMU N-10 --- --- MRGWB N-10 EXP --- ---

39 MASS DISPLAY CF-1 RB-1 GWB N-2/RWC-1 --- --- --- --- GWB N-2/RWC-1 APC APC-1 10'-0" A

40 QAE OFFICE EXST RB-2 EXST N-11 EXST N-11 EXST N-11 EXST N-11 EXP --- --- E

41 PLANT DISPLAY CF-1 RB-1 --- --- GWB N-2/RWC-1 --- --- GWB N-2/RWC-1 APC APC-1 10'-0" A

43A PRODUCE CHILLED STORAGE NON-GAS CONC CONC CURB PF --- PF --- PF --- PF --- PF --- 10'-0"

43B PRODUCE CHILLED STORAGE GAS CONC CONC CURB PF --- PF --- PF --- PF --- PF --- 10'-0"

44A PRODUCE PROCESSING CONC CONC CURB PF --- PF --- PF --- PF --- PF --- 10'-0"

44B PRODUCE AMBIENT STORAGE CONC CONC CURB PF --- PF --- PF --- PF --- PF --- 10'-0"

45 PRODUCE MANAGER VET-1 RB-2 PF --- GWB N-11 EXST N-11 PF/EXST ---/N-11 APC APC-1 8'-0" C - IF WINDOW

PROVIDED

47 MEAT TRAY STORAGE CONC RB-3 MRGWB N-10 MRGWB N-10 MRGWB/CMU N-10 MRGWB/CMU N-10 MRGWB --- ---

51 RESTROOM- MEN'S CT-7 CT-8 EXST --- MRGWB SEE REMARK EXST --- EXST --- EXST N-10 8'-0" D, E

53 RESTROOM- WOMEN'S CT-7 CT-8 EXST --- MRGWB SEE REMARK EXST --- MRGWB SEE REMARK EXST N-10 8'-0" D, E

54 RECEIVING AISLE EXST CONC CURB EXST N-10 MRGWB/EXST

/PF

N-10/--- EXST N-10 MRGWB/EXST

/PF

N-10/--- EXP --- ---

55 MEAT PROCESSING RES-1 CONC

CURB/RES-1

PF --- PF --- PF --- PF --- PF --- 10'-0"

56 MEAT WRAPPING RES-1 CONC

CURB/RES-1

PF --- PF --- PF --- PF --- PF --- 10'-0"

57 MEAT MANAGER RES-1 RB-2 MRGWB N-11 MRGWB N-11 MRGWB N-11 PF --- APC APC-1 8'-0" C

59 BULK MEAT STORAGE RES-1 CONC

CURB/RES-1

PF --- PF --- PF --- PF --- PF --- 10'-0"

61 PRE PAK MEAT STORAGE --- --- --- --- --- --- --- --- --- --- --- --- --- NO WORK

62 POULTRY STORAGE -- --- --- --- --- --- --- --- --- --- --- --- --- NO WORK

63 CHASE --- --- --- --- --- --- --- --- --- --- --- --- --- NO WORK

67 DAIRY STORAGE EXST/CONC CONC CURB EXST --- EXST --- EXST --- EXST --- EXST --- --- EXPANDED

INTO OLD FF

68 FROZEN FOOD STORAGE CONC CONC CURB PF --- PF --- PF --- PF --- PF --- 10'-0"

68B FROZEN VESTIBULE CONC CONC CURB PF --- PF --- PF --- PF --- PF --- 10'-0"

69A SALES AREA CF-1 RB-1 EXST/GWB N-2/RWC-1 EXST/GWB N-2/RWC-1 EXST/GWB N-2/RWC-1 EXST/GWB N-2/RWC-1 APC APC-2 14'-0" A

69B PRODUCE ALCOVE CF-1 RB-1 EXST/GWB N-2/RWC-1 --- --- EXST/GWB N-2/RWC-1 EXST/GWB N-2/RWC-1 APC APC-1 12'-0" A

69C DAIRY ALCOVE CF-1 RB-1 EXST/GWB N-2 EXST/GWB N-2 EXST N-2/RWC-1 EXST/GWB N-2/RWC-1 APC APC-1 12'-0" A

69D BAKERY/DELI DISPLAY AREA CF-1 RB-1 --- --- EXST N-2 --- --- EXST N-2 APC/EXST APC-1/N-2 10'-0"/--- A

72 BAKERY/DELI SERVICE AREA RES-2 RES-2 EXST --- EXST/MRGWB SEE REMARK EXST --- EXST SEE REMARK MRGWB/E

XST

N-10 10'-0"/--- D

73 DELI PREP. RES-2 RES-2 EXST --- EXST --- --- --- EXST --- MRGWB N-10 10'-0" B

74 BAKERY PREP. RES-2 RES-2 EXST --- EXST --- EXST --- --- --- MRGWB N-10 10'-0" B

75 BAKERY COOLER --- --- --- --- --- --- --- --- --- --- --- --- --- NO WORK

76 BAKERY FREEZER --- --- --- --- --- --- --- --- --- --- --- --- --- NO WORK

77 DELI COOLER --- --- --- --- --- --- --- --- --- --- --- --- --- NO WORK

78 BAKERY/DELI DRY STOR. RES-2 RES-2 MRGWB N-1 MRGWB N-1 EXST N-1 EXST N-1 MRGWB N-10 10'-0"

79 DELI-BAK OFFICE RES-2 RB-2 MRGWB N-11 EXST N-11 EXST N-11 EXST N-11 MRGWB N-10 8'-0"

80 BAGGER BREAKROOM VET-1 RB-2 GWB N-11/RWC-2 EXST RWC-2 EXST N-11/RWC-2 GWB N-11/RWC-2 GWB N-10 10'-0" F

81 CHECKOUT AREA CF-1 RB-1 --- --- ALG/EXST/GW

B

---/N-2/RWC-1 EXST/GWB N-2/RWC-1 --- --- APC/GWB APC-2/N-2 12'-0"/8'-0" A

82 CUSTOMER CHECKOUT QUEUING CF-1 RB-1 --- --- --- --- --- --- --- --- APC APC-2 12'-0"

83 MECHANICAL MEZZANINE --- --- --- --- --- --- --- --- --- --- --- --- --- NO WORK

83B MECHANICAL MEZZANINE STAIR --- --- --- --- --- --- --- --- --- --- --- --- --- NO WORK

84 VENDOR VET-1 RB-2 GWB N-11 GWB N-11 GWB N-11 GWB N-11 APC APC-1 8'-0"

86A MEN'S RESTROOM EXST -- MRGWB CT-1 MRGWB CT-1 MRGWB CT-1 MRGWB CT-1 EXST N-10 8'-0"

86B WOMEN'S RESTROOM EXST -- MRGWB CT-1 MRGWB CT-1 MRGWB CT-1 MRGWB CT-1 EXST N-10 8'-0"

3 7-24-2018 REVISIONS TO BID DOCUMENTS

HDEC03-18-R-0007

J

SWINGING COLD

STORAGE ROOM DOOR

48" HIGH

PROTECTION

PLATE (ON

FACE OF

DOOR AND

DOOR JAMB

RETURNS

(BOTH SIDES)

INSULATED

COILING DOOR

HOUSING

VENTILATING

COILING DOOR

HOUSING (OR

INSULATED DOOR

WHERE VENTILATING

DOORS ARE NOT

USED

DOOR TRACKS

POLYCARBONITE

LITES

OCD

COILING OVERHEAD DOOR

OCD TYPES

OCD 1:

MANUALLY OPERATED

INSULATED OVERHEAD

COILING DOOR IN

COMBINATION WITH

MANUALLY OPERATED

OVERHEAD COILING

VENTILATION DOOR

OCD 2:

MANUALLY OPERATED

INSULATED OVERHEAD

COILING DOOR

FF

TRAFFIC DOOR

MANUF. PROVIDED

ACRYLIC VISION

PANEL (14"X 16")

NOTE: PROVIDE

MFR'S SPRING

BUMPERS EACH

SIDE OF EACH

BUMPER DOOR

KICK PLATE

WHERE

SCHEDULED

1/4" TEMP.

GLASS (TYPE 1)

& HORIZ. BLINDS

C

FLUSH

DOOR

KICK PLATE AS

SCHEDULED

CL

FLUSH DOOR

WITH LOUVER

LOUVER BY

DOOR MFR

2'

1'

6" 2' - 0" 6"

6" 3'

6" 8"

KICK PLATE

WHERE

SCHEDULED

1/4" TEMP.

GLASS LITE

(TYPE 1)

(1/4" LAMINATED

GLASS AT EXT.

LOCATIONS)

D

FLUSH DOOR

WITH VIEW GLASS

6" 6"

6" 3'

E

FLUSH DOOR

WITH HALF GLASS

A1

EMERGENCY

BREAKAWAY FEATURE

AT BOTH DOORS AND

OPERABLE SIDELIGHTS

CART PROTECTION

RAILS ON TRAVEL

SIDE ONLY

MOTION SENSORS

V E R

IF

Y W

/ D O O R M F R

7'

AUTOMATIC SLIDING DOOR

WITH TRANSOM

1'

8" 8"

8"

12' - 0" (V.I.F.)

K

SLIDING COLD STORAGE

ROOM DOOR

48" HIGH

PROTECTION

PLATE (ON

FACE OF

DOOR AND

DOOR JAMB

RETURNS

(BOTH SIDES)

A2

V E R

IF

Y W

/ D O O R M F R

8'

AUTOMATIC SLIDING DOOR

IMPACT RATED

1'

8" 8"

8"

12' - 0" (V.I.F.)

EMERGENCY BREAKAWAY

FEATURE AT OPERABLE

DOORS ONLY

CART PROTECTION RAILS ON

TRAVEL SIDE ONLY

MOTION SENSORS

1" INSUL. GLAZING (TYPE 2) - TINT TO MATCH EXISTING.

(GLAZING SHALL COMPLY WITH PROVISIONS OF UFC 4-010-01,

APPENDIX B, STANDARD 10)

GG

TRAFFIC DOOR

S.S. JAMB GUARD

SCUFF PLATE (USE

IN COMBINATION

WITH K DOORS

V .I.

F

B

ALUM. & GLASS

SWING DOOR

CC

FLUSH DOOR

DOUBLE

3' - 0"

CSL

FLUSH DOOR

WITH SIDELITE

1/4" CLEAR

TEMP. GLASS

(TYPE 1)

VISION

WINDOW W/

HORIZ. BLINDS

A .F .F N T S

S

HOLLOW METAL

ACCESS DOOR

3'

2' - 8"

CCL

FLUSH DOOR

WITH LOUVER

LOUVER BY

DOOR MFR

2'

1'

6" 2' - 0" 6"

A S S C H E D

2"

2"

AS SCHED

2"

F1

A S S C H E D

4"

2"

AS SCHED

2"

F2

A S S C H E D

1/ 2"

2 1/2"

AS SCHED

2 1/2"

F3

F O R H E

IG

H T

S E E S C H

P E R M

F R

PER MFR.

WIDTH

SEE

SCH. FOR PER MFR.

F4STEEL CHANNEL @

HIGH IMPACT TRAFFIC DOORS

A S S C H E D

2"

2"

AS SCHED

2"

TYP.

3' - 0"

2"

F5

MATERIALS

AL

ALG

CT

HM HOLLOW METAL

CLEAR TEMPERED GLASS

ALUMINUM AND GLASS STOREFRONT DOOR

ALUMINUM

CW CLEAR WIRE GLASS (VERTICAL AND HORIZONTAL WIRE PATTERN - NOT DIAGONAL)

GHM GALVANIZED HOLLOW METAL

IHM INSULATED HOLLOW METAL

SCW SOLID CORE WOOD

ST STEEL

W WOOD

MATERIALS

S STAIN

P PAINT

CA CLEAR ANODIZED

G-IHM GALVANIZED INSULATED HOLLOW METAL

DA-IG DOUBLE ACTING, INSULATED, GASKETED

IN-ST INSULATED STEEL

F.F.E.

0"

4'

3'

2' - 6"

ALUMINUM FRAMED

COLD STORAGE ROOM

WINDOW UNIT

F.F.E.

0"

3'

4'

2' - 6"

H.M. FRAME

1/4" TEMPERED GLAZING

(TYPE 1)

A-509

A-509

A-509

F.F.E.

0"

J

3'

3'

3' - 6" 3' - 6"

ALUMINUM

CURTAINWALL FRAME

BLAST RESISTANT

GLAZING (TYPE 3)

BLAST RESISTANT ASSEMBLY

PER UFC 04-010-01

A-304

A-304

A-304

F.F.E.

0"

F

3'

3'

3' - 0"

ALUMINUM CURTAINWALL FRAME

BLAST RESISTANT GLAZING (TYPE 3)

BLAST RESISTANT ASSEMBLY

PER UFC 04-010-01

A-304

A-304

A-304

GENERAL NOTES:

1. CASH COUNTING ROOM AND CASHIER'S OFFICE DOORS & FRAMES SHALL

BE LEVEL 4 SECURITY GRADE 14 GA. MIN. DOORS WITH PHYSICAL

PERFORMANCE "A" (MAXIMUM DUTY), MODEL 1 (FULL FLUSH), WITH MSG #14

UNCOATED STEEL FACES.

2. ALL EXTERIOR HOLLOW METAL (HM) DOORS & FRAMES TO BE INSULATED &

GALVANIZED. INTERIOR DOORS OPENING TO STAGING / RECEIVING TO BE

INSULATED & WHERE NOTED TO BE GALVANIZED.

3. PROVIDE CART PROTECTION RAILS ON AUTOMATIC SLIDING DOORS. SEE

SPECIFICATIONS.

4. HOLLOW METAL (HM) DOOR FRAMES LOCATED IN MASONRY WALLS TO

HAVE 4" HEADS.

5. ALL EXTERIOR GLAZING TO COMPLY WITH FORCE PROTECTION

REQUIREMENTS PER UFC 04-010-01.

GLAZING SCHEDULE:

TYPE 1 1/4" TEMPERED GLAZING

TYPE 2 1" INSULATED GLAZING

TYPE 3 BLAST RESISTANT GLAZING

SEE SPECIFICATION SECTION 08 81 00

F.F.E.

0"

7'

2'

ALUMINUM CURTAINWALL

FRAME

BLAST RESISTANT

GLAZING (TYPE 3)

BLAST RESISTANT

ASSEMBLY PER

UFC 04-010-01

A-509

A-509

A-509

10' - 6"

EQUAL EQUAL EQUAL EQUAL

R E G

IS

T E

RED A R CH IT E

C T

A R K A N S A S

EDWIN C.

LEVYR

E G

IS

T E

RED A R CH IT E

C T

A R K A N S A S

EDWIN C.

LEVYR

E G

IS

T E

RED A R CH IT E

C T

A R K A N S A S

EDWIN C.

LEVY

101 south spring street little rock, ar 72201

501.372.2900 cromwell.com

SEQUENCE

NO.

SHEET NO.

OF

DATE:SOL. NO.

PROJECT NO.

DRAWING NUMBER

SUBMITTED BY:

ENGINEER:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

TO THE BEST OF OUR KNOWLEDGE,

INFORMATION AND BELIEF, BASED

ON AND LIMITED TO OUR NORMAL

FUNCTIONS PERFORMED UNDER OUR

CONTRACT WITH THE GOVERNMENT,

IT IS OUR PROFESSIONAL OPINION

THAT THIS PROJECT IS DESIGNED

IN ACCORDANCE WITH APPLICABLE

DOD REGULATIONS.

EDWIN C. LEVY

DEFENSE COMMISSARY AGENCY

LACKLAND AFB, TEXAS

FORT LEE, VIRGINIA

DIRECTORATE OF ENGINEERING

30-MAY-2018

EA16MI05

NAVAL AIR STATION

PENSACOLA, FLORIDA

PENSACOLA COMMISSARY FACILITY

ADDITION /ALTERATION

A/E: 2016-001

RTA SOLICITATION ISSUE

SYM. D.O. NO. ACTION DATE DESCRIPTION OF REVISION

1 5-30-2018 RTA SOLICITATION ISSUE

A-602

ECL

JAR

ECL

DOOR & WINDOW SCHEDULES & TYPES

05/30/18

DOOR SCHEDULE (NEW DOORS)

DOOR

ROOM NAME

DOOR FRAME HARDWARE SET

COMMENTS

DOOR

NO. TYPE

SIZE DOOR

MATERIAL

DOOR

FINISH

FRAME

TYPE

FRAME

MATERIAL

FRAME

FINISH

DETAILS

SET NO.W HT THK HEAD JAMB THRESHOLD

1 A2 ENTRY VESTIBULE 11' - 0" 10' - 8" MFR ALG MFR MFR MFR MFR 5/A-509 6 & 7/A-508 9/A-509 1

1A A1 ENTRY 11' - 0" 10' - 8" MFR ALG MFR MFR MFR MFR 6/A-509 3 & 7/A-508 9/A-509 1

5 C CASH COUNTING 3' - 6" 7' - 0" 1-3/4" SCW S F1 HM P 1/A-502 2/A-502 - 3 14 GA. SECURITY GRADE DOOR &

FRAME, KICK PLATE-PUSH SIDE

6B E STORE MANAGER/

CUST. SERV. OFF.

3' - 0" 7' - 0" 1-3/4" SCW S F1 HM P 1/A-502 2/A-502 4 KICK PLATE-PUSH SIDE

9 CL PATRON ASSISTED

RESTROOM

3' - 0" 7' - 0" 1-3/4" SCW S F1 HM P 1/A-502 2/A-502 6 KICK PLATE-PUSH SIDE

10 CL MEN'S RESTROOM 3' - 0" 7' - 0" 1-3/4" SCW S F1 HM P 1/A-502 2/A-502 7 KICK PLATE-PUSH SIDE

11 CL WOMEN'S RESTROOM 3' - 0" 7' - 0" 1-3/4" SCW S F1 HM P 1/A-502 2/A-502 7 KICK PLATE-PUSH SIDE

12 CSL STORE DIRECTOR

OFFICE

3' - 0" 7' - 0" 1-3/4" SCW S F5 HM P 11/A-502 12/A-502 4

13-A B ADMIN. VESTIBULE 3' - 0" 7' - 0" MFR ALG MFR - MFR MFR 5/A-507 6/A-507 8 W/ SIDELITE

13-B B ADMIN. VESTIBULE 3' - 0" 7' - 0" MFR ALG MFR - MFR MFR 11/A-502 12/A-502 8 W/ SIDELITE

14 D ADMIN. CORRIDOR 3' - 0" 7' - 0" 1-3/4" SCW S F1 HM P 1/A-502 2/A-502 5 KICK PLATE-PUSH SIDE

15 D ADMINISTRATIVE AREA 3' - 0" 7' - 0" 1-3/4" SCW S F1 HM P 1/A-502 2/A-502 3 KICK PLATE-PUSH SIDE

16A D BREAK ROOM 3' - 0" 7' - 0" 1-3/4" SCW S F1 HM P 1/A-502 2/A-502 7 KICK PLATE-PUSH SIDE

17 D TRAINING ROOM 3' - 0" 7' - 0" 1-3/4" SCW S F1 HM P 1/A-502 2/A-502 7 KICK PLATE-PUSH SIDE

17A C TRAINING STORAGE 3' - 0" 7' - 0" 1-3/4" SCW S F1 HM P 1/A-502 2/A-502 10 KICK PLATE-PUSH SIDE

18 CSL ASST. STORE DIRECTOR

OFFICE

3' - 0" 7' - 0" 1-3/4" SCW S F5 HM P 1/A-502 2/A-502 4 KICK PLATE-PUSH SIDE

18A CSL STORE ADMIN.OFFICE 3' - 0" 7' - 0" 1-3/4" SCW S F5 HM P 1/A-502 2/A-502 4 KICK PLATE-PUSH SIDE

20D CL JANITOR 3' - 0" 7' - 0" 1-3/4" SCW S F1 HM P 1/A-502 2/A-502 10 KICK PLATE-PUSH SIDE

21A FF VESTIBULE 21A 6' - 0" 8' - 0" MFR MFR MFR F4 ST P 7/A-502 8/A-502 MFR

30 C CONTRACT STOCKER

STORAGE

3' - 0" 7' - 0" 1-3/4" HM P F1 HM P 1/A-502 2/A-502 10 KICK PLATE-PUSH SIDE

31A D COMM. ROOM 3' - 0" 7' - 0" 1-3/4" SCW S F1 HM P 1/A-502 2/A-502 21 14 GA. SECURITY GRADE DOOR &

FRAME, KICK PLATE-PUSH SIDE

31B CC COMM. CLOSET 6' - 0" 7' - 0" 1-3/4" HM P F2 HM P 5/A-502 6/A-502 22 KICK PLATE-PUSH SIDE

31J CL ELEC 3' - 0" 7' - 0" 1-3/4" SCW S F1 HM P 1/A-502 2/A-502 13 KICK PLATE-PUSH SIDE

34 E MEDICAL FOOD INSPEC.

OFFICE

3' - 0" 7' - 0" 1-3/4" IHM P F1 HM P 1/A-502 2/A-502 4 KICK PLATE-PUSH SIDE

35 E RECEIVING OFFICE 3' - 0" 7' - 0" 1-3/4" IHM P F1 HM P 1/A-502 2/A-502 4 KICK PLATE-PUSH SIDE

36A OCD2 RECEIVING AREA 8' - 0" 9' - 4" MFR IN-ST MFR MFR MFR MFR 3/A-507 4/A-507 11/A-507 15

36B OCD2 RECEIVING AREA 8' - 0" 9' - 4" MFR IN-ST MFR MFR MFR MFR 3/A-507 4/A-507 11/A-507 15

37 CC STAGING AREA 6' - 0" 7' - 0" 1-3/4" IHM P F1 HM P 1/A-507 2/A-507 16A KICK PLATES/WEATHER

STRIPPING/DOOR BOTTOM

PROTECTION

43A-A K PRODUCE CHILLED

STORAGE NON-GAS

6' - 0" 8' - 0" MFR MFR MFR MFR MFR MFR 5/A-503 6/A-503 MFR PLASTIC STRIP CURTAIN; SEE

10/A-503 FOR DOOR PROTECTION

43A-B GG PRODUCE CHILLED

STORAGE NON-GAS

6' - 0" 8' - 0" MFR DA-IG MFR MFR MFR MFR 1/A-503 2/A-503 MFR

43B-A GG PRODUCE CHILLED

STORAGE GAS

6' - 0" 8' - 0" MFR DA-IG MFR MFR MFR MFR 1/A-503 2/A-503 MFR

43B-B GG PRODUCE CHILLED

STORAGE GAS

6' - 0" 8' - 0" MFR DA-IG MFR MFR MFR MFR 1/A-503 2/A-503 MFR

44A-A GG PRODUCE PROCESSING 6' - 0" 8' - 0" MFR DA-IG MFR MFR MFR MFR 1/A-503 2/A-503 MFR

44B-A GG PRODUCE AMBIENT

STORAGE

6' - 0" 8' - 0" MFR DA-IG MFR MFR MFR MFR 1/A-503 2/A-503 MFR

44B-B GG PRODUCE AMBIENT

STORAGE

6' - 0" 8' - 0" MFR DA-IG MFR MFR MFR MFR 1/A-503 2/A-503 MFR

45 E PRODUCE MANAGER 3' - 0" 7' - 0" 1-3/4" G-IHM P F1 GHM P 11/A-503 11/A-503 4A KICK PLATES/WEATHER

STRIPPING/DOOR BOTTOM

PROTECTION

47 CC MEAT TRAY STORAGE 6' - 0" 7' - 0" 1-3/4" G-IHM P F1 GHM P 3/A-502 4/A-502 11

54 CC RECEIVING AISLE 6' - 0" 7' - 0" 1-3/4" IHM P - - - - - - 17

55A K MEAT PROCESSING 6' - 0" 8' - 0" MFR MFR MFR MFR MFR MFR 5/A-503 6/A-503 MFR PLASTIC STRIP CURTAIN; SEE

10/A-503 FOR DOOR PROTECTION

55B GG MEAT PROCESSING 6' - 0" 8' - 0" MFR DA-IG MFR MFR MFR MFR 7/A-503 8/A-503 MFR

55C K MEAT PROCESSING 6' - 0" 8' - 0" MFR MFR MFR MFR MFR MFR 7/A-503 8/A-503 MFR

55D GG MEAT PROCESSING 6' - 0" 8' - 0" MFR DA-IG MFR MFR MFR MFR 1/A-503 2/A-503 MFR

56A GG MEAT WRAPPING 6' - 0" 8' - 0" MFR DA-IG MFR MFR MFR MFR 1/A-503 2/A-503 MFR

56B K MEAT WRAPPING 6' - 0" 8' - 0" MFR MFR MFR MFR MFR MFR 7/A-503 8/A-503 MFR

56C GG MEAT WRAPPING 6' - 0" 8' - 0" MFR DA-IG MFR MFR MFR MFR 7/A-503 8/A-503 MFR

56D J MEAT WRAPPING 4' - 0" 7' - 0" MFR MFR MFR MFR MFR MFR 3/A-503 4/A-503 MFR

57 E MEAT MANAGER 3' - 0" 7' - 0" 1-3/4" G-IHM P F1 GHM P 11/A-503 11/A-503 4A KICK PLATES/WEATHER

STRIPPING/DOOR BOTTOM

PROTECTION

59A K BULK MEAT STORAGE 6' - 0" 8' - 0" MFR MFR MFR MFR MFR MFR 5/A-503 6/A-503 MFR PLASTIC STRIP CURTAIN; SEE

10/A-503 FOR DOOR PROTECTION

59B GG BULK MEAT STORAGE 6' - 0" 8' - 0" MFR DA-IG MFR MFR MFR MFR 7/A-503 8/A-503 MFR

59C K BULK MEAT STORAGE 6' - 0" 8' - 0" MFR MFR MFR MFR MFR MFR 7/A-503 8/A-503 MFR

68-A K FROZEN FOOD

STORAGE

6' - 0" 8' - 0" MFR MFR MFR MFR MFR MFR 5/A-503 6/A-503 9/A-503 MFR PLASTIC STRIP CURTAIN; SEE

10/A-503 FOR DOOR PROTECTION

68-B C FROZEN FOOD

STORAGE

3' - 0" 7' - 0" 1-3/4" IHM P F1 GHM P 1/A-507 2/A-507 3-HOUR FIRE RATED DOOR AND

FRAME

68-C J FROZEN FOOD

STORAGE

3' - 0" 7' - 0" MFR MFR MFR MFR MFR MFR 3/A-503 4/A-503 9/A-503 SIM. MFR

68B-A K FROZEN VESTIBULE 6' - 0" 8' - 0" MFR MFR MFR MFR MFR MFR 5/A-503 6/A-503 9/A-503 MFR PLASTIC STRIP CURTAIN; SEE

10/A-503 FOR DOOR PROTECTION

69A C SALES AREA 3' - 0" 7' - 0" 1 3/4" IHM P F1 HM P 1/A-507 2/A-507 3-HOUR FIRE RATED DOOR AND

FRAME

79 E DELI/BAKERY OFFICE 3' - 0" 7' - 0" 1-3/4" IHM P F1 HM P 1/A-502 2/A-502 4 KICK PLATE-PUSH SIDE

80 D BAGGER BREAKROOM 3' - 0" 7' - 0" 1-3/4" SCW S F1 HM P 1/A-502 2/A-502 7 KICK PLATE-PUSH SIDE

83 OCD2 MECHANICAL

MEZZANINE

12' - 0" 10' - 6" MFR IN-ST MFR MFR MFR MFR 7/A-507

SIM.

8/A-507 SIM. 9/A-507 12 LADDER SAFETY GATE IN FRONT

OF DOOR

84 D VENDOR 3' - 0" 7' - 0" 1-3/4" SCW S F1 HM P 1/A-502 2/A-502 7 KICK PLATE-PUSH SIDE

A S ACCESS ABOVE

FREEZER

2' - 8" 3' - 8" 1 3/4" HM P F1 HM P 1/A-502 2/A-502 20 ABOVE FREEZER ACCESS DOOR

B S ACCESS ABOVER

COOLER

2' - 8" 3' - 8" 1 3/4" HM P F1 HM P 1/A-502 2/A-502 20 ABOVE COOLER ACCESS DOOR

PRODUCE

C S ACCESS ABOVE

COOLER

2' - 8" 3' - 8" 1 3/4" HM P F1 HM P 1/A-502 2/A-502 20 ABOVE COOLER ACCESS DOOR

PRODUCE

D S ACCESS ABOVE

COOLER

2' - 8" 3' - 8" 1 3/4" HM P F1 HM P 1/A-502 2/A-502 20 ABOVE COOLER ACCESS DOOR

MEAT

1/4" = 1'-0"

1 DOOR TYPES

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

0 2 4 8

1/4" = 1'-0"

2 FRAME TYPES

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

0 2 4 8

1/4" = 1'-0"

3 WINDOW TYPE A

1/4" = 1'-0"

4 WINDOW TYPE B

8' - 0"

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

0 2 4 8

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

0 2 4 8

1/4" = 1'-0"

5 WINDOW TYPE D

1/4" = 1'-0"

6 WINDOW TYPE C

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

0 2 4 8

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

0 2 4 8

1/4" = 1'-0"

7 WINDOW TYPE E

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

0 2 4 8

3 7-24-2018 REVISIONS TO BID DOCUMENTS

HDEC03-18-R-0007

A-801

BASE AS SCHEDULED

2 LAYERS 3/4" PLYWOOD SUPPORT

BRACKETS WITH P.LAM.

P.LAM. COUNTERTOP, EDGE, &

SPLASH

8' - 9"

EQ EQ EQ

A-801

BASE AS SCHEDULED

2 LAYERS 3/4" PLYWOOD

SUPPORT BRACKETS WITH

P.LAM.

P.LAM. COUNTERTOP,

EDGE, & SPLASH

9' - 5"

2' - 4 1/4" 2' - 4 1/4" 2' - 4 1/4" 2' - 4 1/4"

A-801

BASE AS SCHEDULED

P.LAM. BASE

CABINETS / LOCKABLE

DRAWERS & DOORS

P.LAM. COUNTERTOP,

EDGE, & SPLASH

3' - 0" 3' - 0"

6' - 0"

A-801

A-801

SINK APRON

SINK

12" DEEP P.LAM. WALL

HUNG UPPER CABINETS

2 P.LAM. SHELVES ON

ADJUSTABLE STANDARDS

BASE AS SCHEDULED

P.LAM. BASE CABINETS /

LOCKABLE DRAWERS &

DOORS

P.LAM. COUNTERTOP,

EDGE, & SPLASH

3' - 0"

A-801

A-801

A-801

4' - 0" 2' - 1"

6' - 1"

4' - 0" 2' - 1"

BASE AS SCHEDULED

P.LAM. BASE

CABINETS / LOCKABLE

DRAWERS & DOORS

P.LAM. COUNTERTOP,

EDGE, & SPLASH

15" DEEP P.LAM. WALL HUNG

UPPER CABINETS

2 P.LAM. SHELVES ON

ADJUSTABLE STANDARDS

BASE AS SCHEDULED

P.LAM. BASE CABINETS

/ LOCKABLE DRAWERS

& DOORS

P. LAM. COUNTERTOP,

EDGE, & SPLASH

A-801

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

8' - 11 1/2"

2' - 0" 2' - 1"

A-801

4' - 1"

BASE AS SCHEDULED

2 LAYERS 3/4" PLYWOOD SUPPORT

BRACKETS WITH P.LAM.

P.LAM. COUNTERTOP,

EDGE, & SPLASH

BASE AS

SCHEDULED

2 LAYERS 3/4" PLYWOOD

SUPPORT BRACKETS

WITH P.LAM.

P.LAM. COUNTERTOP,

EDGE, & SPLASH

A-801

2' - 1" 5' - 11" 2' - 1"

10' - 1"

RECESSED BASE

P. LAM. BASE

CABINETS / LOCKABLE

DRAWERS & DOORS

P.LAM. COUNTERTOP,

EDGE, AND SPLASH

A-801

2' - 1" 4' - 3 3/4" 6' - 0"

12' - 4 3/4"

A-801

A-801

BASE AS

SCHEDULED

2 LAYERS 3/4" PLYWD

SUPPORT BRACKETS

WITH P.LAM.

P.LAM. COUNTERTOP,

EDGE, & SPLASH

12" DEEP P.LAM. WALL

HUNG UPPER CABINETS

2 P.LAM. SHELVES ON

ADJUSTABLE STANDARDS

6' - 0"

MARKER BOARD

WITH MARKER TRAY

TACK BOARD

6' - 7" 3' - 0"

4' - 0" 9' - 7"

3' - 0" 8' - 0" 3' - 0" 4' - 10 1/4"

18' - 10 1/4"

A-801

A-801

P.LAM. SHELVES ON

ADJUSTABLE STANDARDS

BASE AS SCHEDULED

P.LAM. BASE CABINET /

LOCKABLE DRAWERS &

DOORS

P.LAM. COUNTERTOP,

EDGE, & SPLASH

R E G

IS

T E

RED A R CH IT E

C T

A R K A N S A S

EDWIN C.

LEVYR

E G

IS

T E

RED A R CH IT E

C T

A R K A N S A S

EDWIN C.

LEVYR

E G

IS

T E

RED A R CH IT E

C T

A R K A N S A S

EDWIN C.

LEVY

101 south spring street little rock, ar 72201

501.372.2900 cromwell.com

SEQUENCE

NO.

SHEET NO.

OF

DATE:SOL. NO.

PROJECT NO.

DRAWING NUMBER

SUBMITTED BY:

ENGINEER:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

TO THE BEST OF OUR KNOWLEDGE,

INFORMATION AND BELIEF, BASED

ON AND LIMITED TO OUR NORMAL

FUNCTIONS PERFORMED UNDER OUR

CONTRACT WITH THE GOVERNMENT,

IT IS OUR PROFESSIONAL OPINION

THAT THIS PROJECT IS DESIGNED

IN ACCORDANCE WITH APPLICABLE

DOD REGULATIONS.

EDWIN C. LEVY

DEFENSE COMMISSARY AGENCY

LACKLAND AFB, TEXAS

FORT LEE, VIRGINIA

DIRECTORATE OF ENGINEERING

30-MAY-2018

EA16MI05

NAVAL AIR STATION

PENSACOLA, FLORIDA

PENSACOLA COMMISSARY FACILITY

ADDITION /ALTERATION

A/E: 2016-001

RTA SOLICITATION ISSUE

SYM. D.O. NO. ACTION DATE DESCRIPTION OF REVISION

1 5-30-2018 RTA SOLICITATION ISSUE

A-802

ECL

JAR

ECL

MILLWORK DETAILS

05/30/18

1/2" = 1'-0"

ELEVATION - ADMIN. ALCOVE MILLWORK

1/2" = 1'-0"

ELEVATION - VENDOR OFFICE MILLWORK

1/2" = 1'-0"

8 ELEVATION - BREAKROOM / MED. INSP. MILLWORK

1/2" = 1'-0"

5 ELEVATION - BREAKROOM MILLWORK

1/2" = 1'-0"

6 ELEVATION - CASH COUNTING MILLWORK NORTH

1/2" = 1'-0"

7 ELEVATION - CASH COUNTING MILLWORK EAST

1/2" = 1'-0"

ELEVATION - CASHIER COUNTER MILLWORK SOUTH

1/2" = 1'-0"

ELEVATION - CASHIER COUNTER MILLWORK WEST

1/2" = 1'-0"

ELEVATION - CASHIER COUNTER MILLWORK NORTH

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

0 1 2 4

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

0 1 2 4

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

0 1 2 4

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

0 1 2 4

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

0 1 2 4

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

0 1 2 4

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

0 1 2 4

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

0 1 2 4

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

0 1 2 4

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

0 1 2 4

1/2" = 1'-0"

ELEVATION - TRAINING ROOM MILLWORK

1/2" = 1'-0"

ELEVATION - TRAINING ROOM MILLWORK

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

0 1 2 4

3 7-24-2018 REVISIONS TO BID DOCUMENTS

HDEC03-18-R-0007

3 5 9 13

WW

14.8 17 19 23

VV

UU

SS

RR

PP

NN

MM

H

C C

BB

4 5.3 6

7 7.9 8

12 14

15 16 18 20 21

22 24 25 27

28 29 30

31 32 33 34 35

D

F

G

J

K

L

E

A A

TT

SEE CIVIL FOR DEMOLITION WORK AT FRONT WALK

AD202

AD202

AD202

AD202

AD202

AD202

AD202

AD202

AD201

AD201

AD201

AD201

AD201

A-602

SYMBOL LEGEND

TO REMAIN (BLACK)

TO BE REMOVED BY CONTRACTOR (RED)

EQUIPMENT TO BE REMOVED BY CONTRACTOR (RED)

EQUIPMENT TO BE RELOCATED BY GOVERNMENT (BLUE)

EQUIPMENT TO BE REMOVED BY GOVERNMENT (CYAN)

EQUIPMENT TO BE RELOCATED BY CONTRACTOR (GREEN)

1 3B 2B7

16A 19

21A

20A

20B

21B

35 34 43

44A

44B 47

45 59

16B

53 51

86B86A

76 75 77

21C

793A2A

6A 72

69D

69B

69C

69A

6B

20C

56 62

83B

P

N

M

NO ARCHITECTURAL WORK TO BE

PERFORMED IN ADMIN. STORAGE.

SEE ALL OTHER DISCIPLINES FOR

ADDITIONAL INFORMATION

W

14.8 17 19 23

V

U

S

15 22

T

UP

SEE MEP, REFRIGERATION,

ELECTRICAL AND FIRE

PROTECTION FOR ADDITIONAL

WORK IN MEZZANINE

12' - 0" 6' - 6"

1 2

GENERAL NOTES:

1.SEE ALL DISCIPLINES FOR ADDITIONAL INFORMATION AND WORK TO BE

PERFORMED.

2. SEE STRUCTURAL DRAWINGS FOR CONCRETE SLAB DEMOLITION WORK.

3. VERIFY EXTENT OF SLAB DEMOLITION REQUIRED FOR NEW ELECTRICAL,

PLUMBING, MECHANICAL, REFRIGERATION AND FIRE PROTECTION SERVICES.

4. SEE REFLECTED CEILING DEMOLITION PLANS FOR CEILING / SOFFIT

DEMOLITION INFORMATION.

5. BEFORE REMOVAL, VERIFY WITH CONTRACTING OFFICER IF GONDOLA

SHELVING, REFRIGERATED CASES, AND OTHER EQUIPMENT IS TO BE

RETURNED TO GOVERNMENT.

6. SEE EQUIPMENT SHEET Q-601 FOR EXISTING EQUIPMENT SCHEDULE.

7. REMOVE EXISTING CMU WALLS (SHOWN BEING DEMOLISHED) TO A MIN. OF 8"

BELOW FINISHED FLOOR ELEVATION. PATCH AND REPAIR ADJACENT SLAB AS

REQUIRED FOR NEW WORK.

8. REMOVE INTERIOR WALL MOUNTED ROOM NAME SIGNAGE WITHIN SALES

AREA.

9. DECOR: REMOVE ALL EXISTING SOFFIT SIGNAGE, GRAPHICS, TRIM, AISLE

DIRECTORIES, BANNERS, ETC. IN SALES AND CHECKOUT AREA.

10. PERIMETER SOFFIT: REMOVE PORTIONS NEEDED TO ACCOMMODATE NEW

DISPLAY CASES AND DECOR. SEE REFLECTED CEILING PLANS AND WALL

SECTIONS.

11. MAINTAIN INGRESS, EGRESS, FIRE EXITS AND SECURITY AT ALL TIMES.

DEMOLITION GENERAL NOTES:

1. DIVIDE BID INTO THREE CATEGORIES. EACH ITEM OF WORK SHALL BE

ANNOTATED WITHIN ITS APPROPRIATE BID CATEGORY.

THE THREE BID CATEGORIES ARE AS FOLLOWS:

(C): NEW CONSTRUCTION - CLIN 0001

(E): EQUIPMENT - CLIN 0002

(M&R): MAINTENANCE & REPAIR - CLIN 0003

SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION

2. EXISTING CONDITIONS SHOWN IN THESE PLANS ARE FROM LIMITED FIELD

OBSERVATIONS BY THE ARCHITECT AND FROM ORIGINAL DESIGN

DRAWINGS. VERIFY ALL EXISTING MATERIALS, DIMENSIONS, ELEVATIONS,

AND GENERAL CONDITIONS OF THE BUILDING (INCLUDING IF EXISTING

MATERIALS & PRODUCTS ARE METRIC OR IMPERIAL BASED) BEFORE

PURCHASE OF NEW MATERIALS / PRODUCTS AND CONSTRUCTION. NOTIFY

THE CONTRACTING OFFICER OF ANY DISCREPANCIES BETWEEN PLANS AND

FIELD CONDITIONS IMMEDIATELY.

3.THE TERM "REMOVE" MEANS ITEM IS TO BE REMOVED IN ITS ENTIRETY,

INCLUDING ALL UTILITIES SERVING THE SAME AND OTHER MISC. ITEMS

ATTACHED TO OR CONCEALED WITHIN. ITEMS SHALL BE DISPOSED OF IN

ACCORDANCE WITH INDUSTRY STANDARDS, INSTALLATION, LOCAL, STATE &

FEDERAL REQUIREMENTS.

4. AT REMOVAL LOCATIONS (INCLUDING EQUIPMENT) PROVIDE TEMPORARY PROTECTION

TO ADJACENT SURFACES NOT BEING DEMOLISHED. REPAIR REMAINING

IMPACTED FLOORS, WALLS, CEILINGS, SOFFITS, ROOF, ETC. WITH

MATERIALS OF THE SAME TYPE, COLOR, TEXTURE & SIZE AS ADJACENT LIKE

ITEMS OR AS SCHEDULED.

5. WHETHER INDICATED OR NOT - REMOVE EXISTING ITEMS AS NEEDED TO

ACCOMMODATE NEW WORK.

6. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES TO COMMISSARY FACILITY

AND PRODUCTS OCCURRING FROM INSUFFICIENT PROTECTION FROM WEATHER, DUST, ETC.

R E

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IS

T E R E D A R C H IT E

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A R K A N S A S

EDWIN C.

LEVYR

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IS

T E R E D A R C H IT E

C

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A R K A N S A S

EDWIN C.

LEVYR

E G

IS

T E R E D A R C H IT E

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A R K A N S A S

EDWIN C.

LEVY

101 south spring street little rock, ar 72201

501.372.2900 cromwell.com

SEQUENCE

NO.

SHEET NO.

OF

DATE:SOL. NO.

PROJECT NO.

DRAWING NUMBER

SUBMITTED BY:

ENGINEER:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

TO THE BEST OF OUR KNOWLEDGE,

INFORMATION AND BELIEF, BASED

ON AND LIMITED TO OUR NORMAL

FUNCTIONS PERFORMED UNDER OUR

CONTRACT WITH THE GOVERNMENT,

IT IS OUR PROFESSIONAL OPINION

THAT THIS PROJECT IS DESIGNED

IN ACCORDANCE WITH APPLICABLE

DOD REGULATIONS.

EDWIN C. LEVY

DEFENSE COMMISSARY AGENCY

LACKLAND AFB, TEXAS

FORT LEE, VIRGINIA

DIRECTORATE OF ENGINEERING

30-MAY-2018

EA16MI05

NAVAL AIR STATION

PENSACOLA, FLORIDA

PENSACOLA COMMISSARY FACILITY

ADDITION /ALTERATION

A/E: 2016-001

RTA SOLICITATION ISSUE

SYM. D.O. NO. ACTION DATE DESCRIPTION OF REVISION

1 5-30-2018 RTA SOLICITATION ISSUE

AD100

ECL

JAR

ECL

OVERALL DEMOLITION FLOOR PLAN

05/30/18

1/16" = 1'-0"

1 OVERALL DEMOLITION PLAN

KEY PLAN

D C

A B

SCALE : 1/16" = 1'-0"

0 8 16 32

NORTH

NOTE: THIS DRAWING IS TO BE VIEWED / PRINTED IN COLOR

1/16" = 1'-0"

2 ADMIN. STOR. DEMO PLAN

1/16" = 1'-0"

3 MECH. MEZZ. DEMO PLAN

ROOM INDEX

ROOM

NUMBER NAME

42 OFFICE

43 PRODUCE CHILLED STORAGE

44A PRODUCE PROCESSING

44B PRODUCE AMBIENT STORAGE

45 PRODUCE MANAGER

47 MEAT/PRODUCE OPERATING…