W912HN-23-B-4000_SID.pdf

STANTEC PROJECT NO.: 178451912

CONTRACT NO.: W912HN19D2000

DELIVERY ORDER NO.: W912HN20F2029P0001

Date: June 2023

US Army Corps of Engineers Savannah District 100 West Oglethorpe Avenue Savannah, Georgia

ARCHITECT/DESIGN:

Stantec Architecture Inc.

4798 New Broad Street, Suite 100

Orlando, Florida 32814

READY TO ADVERTISE (RTA)

STRUCTURAL INTERIOR DESIGN BROCHURE

BUILDING 399 TRAINEE BARRACKS UPGRADE

PROGRAM (TBUP) PHASE 3

FORT MOORE, GA

BINDER PREPARED BY:

Maureen McLaine, NCIDQ, Interior Designer Stantec Architecture, Inc.

STANTEC PROJECT NO.: 178451912

CONTRACT NO.: W912HN19D2000

DELIVERY ORDER NO.: W912HN20F2029P0001

Date: June 2023

US Army Corps of Engineers Savannah District 100 West Oglethorpe Avenue Savannah, Georgia

ARCHITECT/DESIGN:

Stantec Architecture Inc.

4798 New Broad Street, Suite 100

Orlando, Florida 32814

READY TO ADVERTISE (RTA)

STRUCTURAL INTERIOR DESIGN BROCHURE

BUILDING 399 TRAINEE BARRACKS UPGRADE

PROGRAM (TBUP) PHASE 3

FORT MOORE, GA

Index

1. Design Analysis

2. Floor Plans: AE111-114; AE121-125; AE131-134; AE141-144

3. Reflected Ceiling Plans: AE151-154; AE161-165; AE171-174

4. Typical Unit & Restroom Elevations: AE410-AE417

5. Floor Finish Plans: AF111-114; AF121-125; AF131-134; AF141-144

6. Finish Key & Typical Unit Room Finish Schedule: AF601

7. Room Finish Schedule: AF602 - AF603

8. Interior Finish Board

BINDER PREPARED BY:

Maureen McLaine, NCIDQ, Interior Designer Stantec Architecture, Inc.

DIVIDER 1

3.6

It is anticipated that the existing electrical system will be modified, and a new transformer will be installed by Flint EMC. The contractor will install the secondary lines from the new transformer to the individual building sections E and F. The contractor shall install new conduit using the existing conduit pathway after demolition of existing conduit and electrical lines.

3.2 ARCHITECTURAL

3.2.1 General Parameters

This is Phase III of the overall renovation of existing Building 399, Olsen Hall, at Ft. Moore, GA. The project includes the design for selective demolition and reconstruction of building sections ‘E’ and ‘F’, and section ‘D’ main communications room as defined in the design drawings.

3.2.2 Design Objectives and Provisions

The newly renovated spaces will include the following:

1. Single occupancy living units with private bathrooms, a storage closet, and a sleeping area. These living units will all be accessed from a main, central, interior corridor.

2. A percentage of the new rooms will be ABA accessible as determined in the design charrette meetings with the government and users.

3. Centralized utilities will be incorporated for efficiency. See narratives for mechanical, electrical, and plumbing trades.

4. A new elevator will be designed adjacent to existing stairs in building section ‘F’. It will be oversized to accommodate furniture and equipment transportation. It will also be used for ABA access to the upper floors. It is not anticipated that the elevator will be used by building residents as a typical means of vertical transport. See Appendix F for the elevator basis of design.

5. There are four stair towers located in sections ‘E’ and ‘F’. These towers and the adjacent functional spaces will be core areas for the building and provide main entries and exits in and out of the building.

a. Each core area on every floor will contain a laundry room, a public toilet room, a janitor’s closet, a storage room, an electrical room, and a telecom room.

b. The first-floor core areas will have a mechanical room. The second and third floors core area will have a public lounge.

6. In Section D Main Communications Room, the wall to the right side of the entrance door shall be renovated to support new backboards. This wall will hold all the Outside Plant (OSP) landing equipment for the 6 sections (including Sections E & F of this project) that enter from the tunnels. Space shall also be provided for the future renovation of section D OSP landing equipment. New equipment shall be provided to support the OSP terminations. The wall opposite the door shall support the terminations for all backbone cabling that connect the OSP coming from each section to the telecommunication patch panel that will be

3.7 terminated to a switch. A system shall be installed to support the transporting and mounting of the backbone across the room in a manner that does not compromise the cabling in the future.

7. At the Main Communications Room existing window shall be left in place, covered with drywall, and painted black on the side facing the window. Doors, door frames, and hardware shall be removed and replaced.

The door hardware shall be keyed according to the DPW Keying Requirements. The bathroom at next door existing unit will be repaired to a functional room.

3.2.3 Technical Requirements

Interior acoustical design includes STC 50 interior partitions for all occupied sleeping unit bathrooms, and lounges.

Typical interior wall construction consists of 3-5/8” metal studs at 16” o.c. with (1) layer of 5/8” gypsum board each side.

Increased energy efficiency will be created by replacing all the original doors and windows. Double doors and associated frame at exterior storage units will remain and receive new hardware and finish. New doors and windows will be designed to match the Phase I and II exterior designs. The exterior walls of the building will also be furred out and insulated to increase the insulation in the wall system.

The stairs and rails in each of the core areas will be refurbished. There will be a guardrail at the floor level landings for each set of stairs. Nosing’s will be repaired, and grip pads replaced.

The balcony rails and gated rails will be refurbished to maintain the original look.

The third-floor balcony exposed roof planking will be refinished, and the bird netting will be replaced.

The exterior walls will be restored to match the original building construction in areas where wall louvers are being removed as part of the mechanical renovation.

The doghouse roof access structures will have the windows and doors resealed to keep moisture out. The existing brick masonry will be repointed on these structures as well.

At the Main Communications Room openings in the concrete floor slab will need to be filled and patched.

3.3 STRUCTURAL INTERIOR DESIGN

3.3.1 General Parameters

This includes structural interior design elements and their supporting finishes throughout the building.

3.3.2 Design Objectives and Provisions

Natural light will be provided through windows in each bedroom along with ambient lighting provided through ceiling fixtures and table lamps located on nightstands. One color scheme will be provided for the walls in the Living unit with the intent to support the RFP ease of maintenance and to match existing building finishes.

3.8

The unit layouts are successful in creating a residential feel with a private sleeping area, sitting area, private bathroom, and step-in closets. Color scheme and supporting finishes create a modern and clean feeling for users.

Building materials have been chosen based upon Green Building Initiative (GBI) requirements, life cycle costs, maintenance requirements, availability, color, and texture as well as visual compatibility of the surrounding buildings and units. Interior construction includes interior partitions, interior doors, and fittings, floor and bathroom ceiling finishes, and fixed casework. For general use, Typical interior wall construction consists of 3- 5/8” metal studs at 16” o.c. with (1) layer of 5/8” gypsum board each side.

To increase energy efficiency, all exterior and interior doors and windows will be replaced, except for the exterior storage units which will only receive new finish and door hardware, and fourth floor tower windows. Flush solid core wood doors will be Grade A hardwood face veneer with transparent finish on hollow steel frames. Wood doors will be at dwelling unit entry and doors within dwelling units. New doors and windows will be designed to match Phases I and II exterior designs. Each entry door will have a peep hole.

Unit bathrooms millwork to be finished with plastic laminate and solid surface countertops.

Ceiling throughout units to be gypsum board while unit bathrooms are to be finished with moisture resistant gypsum board. Ceiling heights throughout the building will be 9’-0” to allow for the concealment of air conditioning ducts and utilities above. Wet areas receiving tile or surrounds will have cement backer board. The primary ceiling finish will be painted Benjamin Moore Chantilly Lace in a flat finish. All mechanical rooms, electrical, communication rooms will be exposed structure. Windowsills are solid surface.

Flooring in units and corridors to be luxury vinyl tile. Porcelain tile will be used along with narrow grouting in wet areas. The preferred flooring for the living units is luxury vinyl tile. Preferred finish is porcelain tile for the bathroom and showers. Epoxy flooring is used in stairs while sealed concrete is used for janitor, laundry, electrical, telecom, storage, and mechanical rooms. Stair nosing will be repaired, and grip pads replaced. Exterior corridors to be existing concrete.

All walls except bathrooms to receive eggshell finishes. Doors, door frames and bathroom walls to receive semigloss finish paint. Bathrooms to also include porcelain wall tile. Unit wall paint to be Benjamin Moore Desert Twilight, a light warm grey color. Painted doors and frames to be a darker brown grey to accent the wall paint and coordinate with the wood-look LVT flooring. Bathrooms and other walls throughout the building to be a lighter color, Benjamin Moore Natural Cream. Accent wall paint, Benjamin Moore Sag Harbor Gray, will be added to corridor walls to create a two-toned wall.

At the main Communications Room new flooring shall be a light colored VCT or sealed concrete. New finishes on the ceiling and walls shall be light in color.

3.4 STRUCTURAL

This is Phase III of the overall renovation of existing Building 399, Olson Hall, at Ft. Moore, GA. The project includes the design for selective demolition and reconstruction of building sections ‘E’ and ‘F’ as defined in the design drawings.

INTERIOR FINISH BOARD

PN 90737

REPAIR OLSON HALL, BUILDING 399 TRAINEE BARRACKS

UPGRADE PROGRAM (TBUP) PHASE 3

FORT MOORE, GA

PT-01 Ceiling Paint Benjamin Moore

Chantilly Lace - Flat

PT-04 Unit Wall Paint Benjamin Moore

Desert Twilight - Eggshell

PT-02 Wall Paint Benjamin Moore

Natural Cream - Eggshell

PT-03 Wall Paint Benjamin Moore

Sag Harbor Gray - Eggshell

LVT-2 – Luxury Vinyl Tile Interface

Beech A00204

LVT-1 – Luxury Vinyl Tile Interface

Black Walnut A00201

Door Finish VT Industries

White Birch – Oasis OA18

PT-05 Door & Frame Paint Benjamin Moore

Night Horizon - Semigloss

PT-06 Bathroom Wall Paint Benjamin Moore

Natural Cream - Semigloss

REPAIR OLSON HALL, BUILDING 399 TRAINEE BARRACKS

UPGRADE PROGRAM (TBUP) PHASE 3

FORT MOORE, GA

PTB-1 Porcelain Tile Cove Base Atlas Concorde

Rift – Chalk Matte 6” x 12”

PTB -2 Porcelain Tile Trim Atlas Concorde

Rift – Chalk Matte 3” x 24”

PFT-1 Porcelain Floor Tile Atlas Concorde

Rift – Chalk Matte 12” x 24”

PWT-2 Porcelain Accent Wall Tile Atlas Concorde

Rift – Gravel Matte 12” x 24”

PFT-2 Porcelain Shower Floor Tile Atlas Concorde

Rift – Chalk Matte 2”x2” Mosaic

PWT-1 Porcelain Wall Tile Atlas Concorde

Rift – Chalk Matte 12” x 24”

CG-1 & CR-1 Corner Guard & Chair Rail

Johnsonite - Icicle

GR-1 Grout Mapei

105 Driftwood

RB-1 Rubber Base Tarkett

Traditional 6” - Icicle

REPAIR OLSON HALL, BUILDING 399 TRAINEE BARRACKS

UPGRADE PROGRAM (TBUP) PHASE 3

FORT MOORE, GA

PLAM-1 Plastic Laminate Wilsonart

Ebony Recon 7997-38

TS-1 Transition Strip PFT to LVT

Schluter – RENO-U Stainless Steel

TS-2 Transition Strip LVT-1 to LVT-2

Tarkett – CTA-80-M

TS-3 Transition Strip LVT to SC

Tarkett – CTA-80-J

SS-1 Solid Surface Corian

Neutral Aggregate

EL-1 - Elevator Cab Wall Finish Powder Coat Finish

F-129 – Elephant Ear

EL-2 / EL-3 -Elevator Cab Handrail & Door Finish

Metal Brushed Stainless Steel

TP-1 – Toilet Partition Scranton Products

Hiny Hiders – Grey OP

WT-1 – Window Treatment SWF Contract

Nightfall – Creamy Beige R6003

TS-4 Movement Joint Schluter – Dilex AKWS

DIVIDER 2

D

FD

W W

DN

UP

FD

F14 F13 F12 F11 F10 F9 F8 F7G1 F17 F16 F15

SECTION

MATCHLINE

SECTION F WESTSECTION G

NOT IN SCOPE

OF WORK

UNIT-A

F122

UNIT-A

F121

UNIT-B

F120

UNIT-C

F118

UNIT-A

F119

UNIT-A

F117

MECH RM

FM11

ABA UNIT-B

F116

UNIT-C

F115

ELEC RM

FE11

STAIR 4

FS14

CORR

FC14

STOR.

FV14

EGRESS

CORRIDOR

FC13

LAUNDRY

F113

RESTROOM

F114

CORR

FC15

TELECOM

FT11

AE406

A1

SECTION

MATCHLINE

SECTION F EASTSECTION F WEST

AE201

A1

A6

AE305

AE205

A1

A1

AE301

A1

AE301

AE205

H1

/2

004054 009

100 100 100 100

AE410

A1

CORR

FC16

AE411

A1

AE414

A1

5' - 0"

F -A

F -C

F -A

F -A

F -A

F -C

F -C

F -C

F M

F -A

F -A

F C

F

FC13-A

FC13-B

F C

FV14

F -A

F

F S

106 105 106106 106106106 106

FT11FT11

UP

UNIT-A

F111

A6

AE306

F -A

F -A

F E

10 10

01 03 01 03

01 01A

03 01 02A

02A

02A

01 01

TYP

6' - 6"

F -C

INSIDE

BALCONY

STOR

FV17

STOR

FV16

EXISTING

STORAGE

FV15

F V

-A

F V

F V

F V

ABA UNIT-B

F112

CORR

FC12

UNIT-A

F109

STAIR 3

FS13

F -D

F -D

F -D

F -D

F122-B F121-B F119-B F117-B

F120-B

F118-B

F -B

F115-B

F111-B

F112-B

F -D

F C

F S

F -A

F109-BF

-C

CORR

FC11

F C

-A

ELEVATOR

LOBBY

FL11

JANITOR

FJ11

ELEVATOR

F

FJ11

F -A

102106

13' - 1" 13' - 8" 13' - 4" 13' - 4 1/2" 17' - 1 1/2" 13' - 0"

/2

15' - 2" 15' - 0" 15' - 0" 15' - 0" 10' - 0"

FS14-A FS13-A

100 100 100A 100

034034

TYP.

TYP.

TYP.

5' - 0" FV4

F V

037 037

04A 04A

09B

04A

2' - 0"

AE405

H1

01A

BELOW

BELOW

RECENTLY

INSTALLED DOOR,

DOOR AND

HARDWARE TO

REMAIN

105 105 106

A14

AE301

FV05

SEE SHEET AE101 FOR

FOUNDATION LEVEL PLAN

AND EXISTING STORAGE

FV05 BELOW

A. CONTRACTOR TO FIELD VERIFY ALL DIMENSION AND EXISTING

CONDITIONS PRIOR TO START OF CONSTRUCTION. IF ANY DISCREPANCIES

WITH CONSTRUCTION DOCUMENTS, CONTRACTOR IS TO INFORM

CONTRACTING OFFICER IN WRITING PRIOR TO START OF CONSTRUCTION.

B. CONTRACTOR IS TO PROTECT ALL EXISTING ITEMS TO REMAIN FROM

DAMAGE DURING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR

REPAIRING, AND/ OR REPLACING DAMAGED ITEMS TO REMAIN WITH

EQUAL OR BETTER, TO THEIR ORIGINAL STATE, AT NO COST TO

GOVERNMENT.

C. REPOINT LOOSE MORTAR JOINTS, REPAIR CRACKS AND DAMAGE AT ALL

EXISTING MASONRY WALLS. ALL EXTERIOR MASONRY REPAIRS SHALL

MATCH HISTORIC CHARACTER, COLOR, AND PATTERN OF EXISTING

FACADE. ALL WORK TO BE AS PER HISTORIC PRESERVATION

REQUIREMENTS. FINAL SELECTIONS TO BE APPROVED BY CONTRACTING

OFFICER.

D. CLEAN AND PATCH ALL EXISTING STUCCO. REPAIR CRACKS AND DAMAGE.

ALL EXTERIOR STUCCO REPAIRS SHALL MATCH HISTORIC CHARACTER,

COLOR, AND PATTERN OF EXISTING FACADE. ALL WORK TO BE AS PER

HISTORIC PRESERVATION REQUIREMENTS. FINAL SELECTIONS TO BE

APPROVED BY CONTRACTING OFFICER.

E. ALL CORE DRILL LOCATIONS ARE TO BE VERIFIED BY GENERAL

CONTRACTOR (GC) PRIOR TO DRILLING. GC IS TO COORDINATE ALL FINAL

CORE DRILL LOCATIONS WITH ASSOCIATED TRADES PRIOR TO START OF

CONSTRUCTION.

F. EXISTING ROOF SYSTEM PENETRATIONS: COORDINATE DETAILS AND

CONSTRUCTION WITH MANUFACTURER AND INSTALLER OF EXISTING

ROOF SYSTEM TO AVOID LOSS OF EXISTING ROOF WARRANTY

G. CONTRACTOR TO PROVIDE BLOCKING AT ALL SURFACE (WALL, CEILING)

MOUNTED FIXTURES AND EQUIPMENT AS REQUIRED.

H. REMOVAL AND REINSTALLATION OF EXISTING GUTTERS AND

DOWNSPOUTS REQUIRED TO COMPLETE NEW WORK IS TO NOT VOID

EXISTING GUTTER AND DOWNSPOUT WARRANTIES.

I. REMOVAL AND REINSTALLATION OF EXISTING LIGHTNING PROTECTION

SYSTEM REQUIRED TO COMPLETE NEW WORK IS TO NOT VOID EXISTING

GUTTER AND DOWNSPOUT WARRANTIES.

J. CONTRACTOR TO COORDINATE ALL ACCESS PANEL LOCATIONS WITH

MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS PRIOR TO

INSTALLATION.

GENERAL NOTES:LEGEND:

1 HOUR FIRE RATED WALL

PARTITION TYPE SYMBOL, REFER

TO SHEETS AE701, AE702, AND

AE703

NEW INTERIOR PARTITION /

NEW INFILL WALL

EXISTING WALL TO REMAIN

2 HOUR FIRE RATED WALL,

SEE LIFE SAFETY PLANS

NOT IN SCOPE

1/2 HOUR FIRE RATED WALL

6" CONCRETE SLAB INFILL

US Army Corps of Engineers ®

SHEET ID

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

S A

V A

N N

A H

D

IS

T R

IC

T

W

E S

T O

G L E

T H

O R

P E

A V

E N

U E

S A

V A

N N

A H

G

E O

R G

IA

JO

N

E S

F R

A N

K

LI

N R

D , S

U

IT

E

R A

LE

IG

H , N

C

-3

(9

1-

(9

1-

F

A X

LI

C

E N

S E

F

-0

F O

R T

M O

O R

E G

E O

R G

IA

B

U

IL

D

IN

G

T

R A

IN

E

E B

A R

R A

C K

S U

P G

R A

D E

P R

O G

R A

M

(T B

U P

P

H A

S E

F

Y P

N

CONTROLLED UNCLASSIFIED INFORMATION

AE111

F

IR

S T

F L O

O R

P L A

N

S E

C T

IO

N

F W

E S

T

D V

A N

L O

O N

B M

O G

A L L A

P U

K B

R O

D B

E R

R B

L A

IR

J U

N E

B

- 7 -1

-2

C

A T

E G

O R

Y C

O D

E

F

IL

E N

A M

E A

E .D

W G

R E

A D

Y T

O A

D V

E R

T

IS

E

R T

A

1/8" = 1'-0"A1

FIRST FLOOR PLAN - F WEST

0 4' 8' 16' 24'

KEY PLAN

G

F

E

N.T.S.

PLAN

NORTH

A

B C

DBUILDING 399

F

E

KEYNOTES

001 EXISTING TUNNEL. SEE MECHANICAL, PLUMBING, ELECTRICAL AND FIRE

PROTECTION DRAWINGS FOR SCOPE OF WORK - TYPICAL

004 EXISTING CONCRETE FLOOR SLAB

008 EXISTING MASONRY WALL. PATCH, REPAIR AS REQUIRED. FINISH AS

INDICATED. SEE SHEET AE215 FOR ADDITIONAL INFORMATION - TYPICAL

009 EXISTING STUCCO WALL. PATCH, REPAIR AS REQUIRED AND MATCH

ADJACENT FINISH AND TEXTURE. PREPARE SURFACES TO RECEIVE PAINT

AS INDICATED. SEE SHEET AE215 FOR ADDITIONAL INFORMATION - TYPICAL

010 EXISTING CONCRETE WALL. PREPARE SURFACES TO RECEIVE PAINT AS

INDICATED - TYPICAL

028 EXISTING CONCRETE SIDEWALK

034 EXISTING RAIN LEADER. REPLACE DAMAGED SECTIONS WITH NEW TO

MATCH EXISTING. PREPARE TO RECEIVE NEW FINISH AS INDICATED -

TYPICAL

037 EXISTING CLEANOUT. CLEAR OUT AND CLEAN TO NEAREST MAIN - TYPICAL

040 6" CONCRETE SLAB INFILL. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL

INFORMATION

042 NEW FACE BRICK MASONRY INFILL TO MATCH EXISTING BRICK MASONRY.

ALL WORK TO BE AS PER HISTORIC PRESERVATION REQUIREMENTS. SEE

SHEET AE215 FOR ADDITIONAL INFORMATION - TYPICAL

044 DOOR AND FRAME AS SCHEDULED

048 INSULATED SPANDREL GLAZING

051 NEW DOOR HARDWARE AT EXISTING DOORS - TYPICAL

054 PATCH, REPAIR, AND PREPARE ALL EXISTING CONCRETE SLABS RECEIVING

NEW FINISHES AS SCHEDULED. ENSURE THAT REPAIRS AND FILLS ARE

LEVEL WITH EXISTING CONCRETE FLOOR SLAB AS PER FLOOR FINISH

MANUFACTURER RECOMMENDATIONS - TYPICAL

098 EXTERIOR FREESTANDING CONCRETE STAIRS. FINISH AND SIZE TO MATCH

EXISTING CONCRETE STAIRS AT EXTERIOR STORAGE UNITS

114 12"X12" ACCESS PANEL, 6" AFF. PAINT TO MATCH ADJACENT SURFACES.

LOCKABLE. SEE MECHANICAL AND PLUMBING DRAWINGS - TYPICAL

CLEAR

FLOOR

SPACE

6/2/2023

W W

UP

FD

F4 F3 F2 F1

F10 F9 F8 F7 F6 F5

SECTION E WESTSECTION F EAST

SECTION

MATCHLINE

STAIR 3

FS13

UNIT-A

F111

ABA UNIT-B

F112

ELEC RM

FE11

UNIT-A

F109

UNIT-A

F108

UNIT-C

F110

ABA UNIT-B

F106

UNIT-A

F107

UNIT-A

F105

UNIT-A

F103

UNIT-B

F104 UNIT-C

F102

UNIT-A

F101

UNIT-A

E139

CORR

FC11

CORR

FC12

SECTION F EASTSECTION F WEST

SECTION

MATCHLINE

CORR

EC19

A6

AE305

15' - 0" 15' - 0" 15' - 0" 15' - 0" 14' - 7"

/2

100 100 100 100 100 100

AE414

A1

F -A

F -C

F -C

F -A

F C

F -A

F -A

F -A

F -A

F -C

F -C

F -A

F -C

F -C

F -A

F -A

F -C

E -C

F -A

F -A

FC11

E -A

105 106105106 106 106

106 106 102

106 106 105 105

F E

A14

AE302

A9

AE303

A6

AE304

A6

AE306

106106

01 03 01

114 114

AE501

L12

EXISTING

STORAGE

FV13

STOR

FV12

STOR

FV11

F V

3 F

V

F V

F S

F -A

AE406

A1

F109-B F108-B

F110-B

F

-BF

-D

F -D

F104-B F -D

F102-B

CORR

FC11

F V

-A

FJ11

ELEVATOR

LOBBY

FL11

100100 100A

/4

/4

/4

13' - 9" 17' - 1 1/2" 14' - 4 3/4" 11' - 11 1/4" 13' - 8" 9' - 6"9' - 3"

/4

/2

/4

15' - 4"

20' - 1 1/2" 23' - 8"

FS13-A

AE201

H1

AE205

A1

F101-BF103-BF105-BF107-B

F112-B

F -D

F111-B

F -D

TYP.

TYP.

TYP.

TYP.

TYP.

04A

04A

09B 04A

01 03

04A

09B

04A 04A

BELOW

BELOW

AE502

E7

A14

AE301

FV03

AE112

L1

LEVEL

BELOW

A. CONTRACTOR TO FIELD VERIFY ALL DIMENSION AND EXISTING

CONDITIONS PRIOR TO START OF CONSTRUCTION. IF ANY DISCREPANCIES

WITH CONSTRUCTION DOCUMENTS, CONTRACTOR IS TO INFORM

CONTRACTING OFFICER IN WRITING PRIOR TO START OF CONSTRUCTION.

B. CONTRACTOR IS TO PROTECT ALL EXISTING ITEMS TO REMAIN FROM

DAMAGE DURING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR

REPAIRING, AND/ OR REPLACING DAMAGED ITEMS TO REMAIN WITH

EQUAL OR BETTER, TO THEIR ORIGINAL STATE, AT NO COST TO

GOVERNMENT.

C. REPOINT LOOSE MORTAR JOINTS, REPAIR CRACKS AND DAMAGE AT ALL

EXISTING MASONRY WALLS. ALL EXTERIOR MASONRY REPAIRS SHALL

MATCH HISTORIC CHARACTER, COLOR, AND PATTERN OF EXISTING

FACADE. ALL WORK TO BE AS PER HISTORIC PRESERVATION

REQUIREMENTS. FINAL SELECTIONS TO BE APPROVED BY CONTRACTING

OFFICER.

D. CLEAN AND PATCH ALL EXISTING STUCCO. REPAIR CRACKS AND DAMAGE.

ALL EXTERIOR STUCCO REPAIRS SHALL MATCH HISTORIC CHARACTER,

COLOR, AND PATTERN OF EXISTING FACADE. ALL WORK TO BE AS PER

HISTORIC PRESERVATION REQUIREMENTS. FINAL SELECTIONS TO BE

APPROVED BY CONTRACTING OFFICER.

E. ALL CORE DRILL LOCATIONS ARE TO BE VERIFIED BY GENERAL

CONTRACTOR (GC) PRIOR TO DRILLING. GC IS TO COORDINATE ALL FINAL

CORE DRILL LOCATIONS WITH ASSOCIATED TRADES PRIOR TO START OF

CONSTRUCTION.

F. EXISTING ROOF SYSTEM PENETRATIONS: COORDINATE DETAILS AND

CONSTRUCTION WITH MANUFACTURER AND INSTALLER OF EXISTING

ROOF SYSTEM TO AVOID LOSS OF EXISTING ROOF WARRANTY

G. CONTRACTOR TO PROVIDE BLOCKING AT ALL SURFACE (WALL, CEILING)

MOUNTED FIXTURES AND EQUIPMENT AS REQUIRED.

H. REMOVAL AND REINSTALLATION OF EXISTING GUTTERS AND

DOWNSPOUTS REQUIRED TO COMPLETE NEW WORK IS TO NOT VOID

EXISTING GUTTER AND DOWNSPOUT WARRANTIES.

I. REMOVAL AND REINSTALLATION OF EXISTING LIGHTNING PROTECTION

SYSTEM REQUIRED TO COMPLETE NEW WORK IS TO NOT VOID EXISTING

GUTTER AND DOWNSPOUT WARRANTIES.

J. CONTRACTOR TO COORDINATE ALL ACCESS PANEL LOCATIONS WITH

MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS PRIOR TO

INSTALLATION.

GENERAL NOTES:

LEGEND:

1 HOUR FIRE RATED WALL

PARTITION TYPE SYMBOL, REFER

TO SHEETS AE701, AE702, AND

AE703

NEW INTERIOR PARTITION /

NEW INFILL WALL

EXISTING WALL TO REMAIN

2 HOUR FIRE RATED WALL,

SEE LIFE SAFETY PLANS

NOT IN SCOPE

1/2 HOUR FIRE RATED WALL

F3 F2

EXISTING

STORAGE

FV03

FV03

6" CONCRETE SLAB INFILL

US Army Corps of Engineers ®

SHEET ID

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

S A

V A

N N

A H

D

IS

T R

IC

T

W

E S

T O

G L E

T H

O R

P E

A V

E N

U E

S A

V A

N N

A H

G

E O

R G

IA

JO

N

E S

F R

A N

K

LI

N R

D , S

U

IT

E

R A

LE

IG

H , N

C

-3

(9

1-

(9

1-

F

A X

LI

C

E N

S E

F

-0

F O

R T

M O

O R

E G

E O

R G

IA

B

U

IL

D

IN

G

T

R A

IN

E

E B

A R

R A

C K

S U

P G

R A

D E

P R

O G

R

U P

P

H A

S E

F

Y P

N

CONTROLLED UNCLASSIFIED INFORMATION

AE112

F

IR

S T

F L O

O R

P L A

N

S E

C T

IO

N

F E

A S

T

D V

A N

L O

O N

B M

O G

A L L A

P U

K B

R O

D B

E R

R B

L A

IR

J U

N E

B

- 7 -1

-2

C

A T

E G

O R

Y C

O D

E

F

IL

E N

A M

E A

E .D

W G

R E

A D

Y T

O A

D V

E R

T

IS

E

R T

A

1/8" = 1'-0"A1

FIRST FLOOR PLAN - SECTION F EAST

1/8" = 1'-0"L1

FOUNDATION/ TUNNEL

FLOOR - PARTIAL FLOOR

PLAN

0 4' 8' 16' 24'

KEY PLAN

G

F

E

N.T.S.

PLAN

NORTH

A

B C

DBUILDING 399

F

E

KEYNOTES

001 EXISTING TUNNEL. SEE MECHANICAL, PLUMBING, ELECTRICAL AND FIRE

PROTECTION DRAWINGS FOR SCOPE OF WORK - TYPICAL

004 EXISTING CONCRETE FLOOR SLAB

008 EXISTING MASONRY WALL. PATCH, REPAIR AS REQUIRED. FINISH AS

INDICATED. SEE SHEET AE215 FOR ADDITIONAL INFORMATION - TYPICAL

009 EXISTING STUCCO WALL. PATCH, REPAIR AS REQUIRED AND MATCH

ADJACENT FINISH AND TEXTURE. PREPARE SURFACES TO RECEIVE PAINT

AS INDICATED. SEE SHEET AE215 FOR ADDITIONAL INFORMATION - TYPICAL

010 EXISTING CONCRETE WALL. PREPARE SURFACES TO RECEIVE PAINT AS

INDICATED - TYPICAL

031 EXISTING CONCRETE STAIRS. CLEAN, REPAIR AS REQUIRED. PREPARE

SURFACES TO RECEIVE PAINT AND ANTI-SLIP NOSING STRIPS - TYPICAL

032 EXISTING CONCRETE STAIRS. CLEAN, REPAIR AS REQUIRED. PREPARE

STAIR TO RECEIVE ANTI-SLIP NOSING STRIPS - TYPICAL

034 EXISTING RAIN LEADER. REPLACE DAMAGED SECTIONS WITH NEW TO

MATCH EXISTING. PREPARE TO RECEIVE NEW FINISH AS INDICATED -

TYPICAL

037 EXISTING CLEANOUT. CLEAR OUT AND CLEAN TO NEAREST MAIN - TYPICAL

040 6" CONCRETE SLAB INFILL. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL

INFORMATION

044 DOOR AND FRAME AS SCHEDULED

051 NEW DOOR HARDWARE AT EXISTING DOORS - TYPICAL

054 PATCH, REPAIR, AND PREPARE ALL EXISTING CONCRETE SLABS RECEIVING

NEW FINISHES AS SCHEDULED. ENSURE THAT REPAIRS AND FILLS ARE

LEVEL WITH EXISTING CONCRETE FLOOR SLAB AS PER FLOOR FINISH

MANUFACTURER RECOMMENDATIONS - TYPICAL

072 EXPANSION JOINT COVER. SEE SHEET AE507 FOR DETAILS

078 EJ. SEE DETAILS ON SHEET AE703

101 EXISTING DRAIN. CLEAR OUT AND CLEAN DRAIN TO NEAREST MAIN. MISSING

OR BROKEN DRAIN GRATES ARE TO BE REPLACED BY NEW TO MATCH

EXISTING. REPLACE CLEANOUT PLUG IF BROKEN OR MISSING - TYPICAL

114 12"X12" ACCESS PANEL, 6" AFF. PAINT TO MATCH ADJACENT SURFACES.

LOCKABLE. SEE MECHANICAL AND PLUMBING DRAWINGS - TYPICAL

FD

W

W

FD

E20F1 E26 E25 E24 E23 E22 E21

E17

E11

E12

E13

E14

E15

E16

E19

E18

SECTION

MATCHLINE

SECTION F

EAST

SECTION E WEST

UNIT-B

E138

UNIT-A

E139 UNIT-A

E137

UNIT-A

E133

ABA UNIT-B

E132

UNIT-C

E130

UNIT-A

E131

UNIT-A

E129

MECH RM

EM11

UNIT-A

E125

UNIT-A

E123

UNIT-A

E121

UNIT-A

E119

ELEC RM

EE13

RESTROOM

E128

STOR.

EV15

TELECOM

ET12

LOBBY

EL13

STAIR 2

ES12

CORR

EC19

SECTION

MATCHLINESE

C

TIO

N E

E A

ST

SE

C

TIO

N E

W E

ST

AE201

H1

A E 202A

AE202

H1

AE203

H1

LAUNDRY

E126

A E 204A

100 100 100 100 100 100 100

/2

/2

14' - 11" 15' - 0" 15' - 0" 15' - 0" 15' - 0" 15' - 0" 14' - 11"

5'

6"

/2

5' - 0"

11' - 11 1/2"

9' - 4 1/2" 13' - 5" 13' - 8" 13' - 10 1/2"

VESTIBULE

EC16

18' - 8 1/2"

' - 8

' - 7

/2

5' - 4"

UP

' - 1

/2

5' - 11"

AE416

A6

E -A

E -A

E -A

E -A

E -A

E -C

E -C

E -A

E -C

E -C

E -A

E -A

E -C

E -C

E -A

E -A

E

-A ET12

E

E S

EL13

E V

E E

E M

E126

E C

E 125-A

E 125-C

E 124-A

E 123-A

E 123-C

E 121-C

E 122-A

E 121A

E 120-A

E 119-C

E 117-C

E 117-A

E 118-A

E 116-A

E 116-C

E C

106 106 105

106 106 105105 106105 106A

E C

-A

A1

AE302

FC11

11' - 1 1/2"

9' - 7"

E E

A14

AE302

AE204

H1

E -C

E 119-A

E C

10 11

11A

0110 10

01 01

03A 03

0101 03

01A

02A

02A

02A

02A 02A

02A

10 11

01A

02A

02A

02A

02A

01A

01A

03C

11 01

09072

114 114

ALIGN

EC16

CORR

EC18

AE402

H1

INSIDE

BALCONY

03A

UNIT-C

E124

UNIT-C

E136

A

LIG

N

E 118-D

E12 0-

B E11 8-

B

E 120-D

E 122-B

E 122-D

E12 4-

B

E 124-D

E12 3-

B

E12 5-

B

E129-BE131-BE133-BE134-BE135-BE137-BE139-B

E138-B E -D

E -D E136-B E130-B

E -D

E -D

E -B

E11 6-

B

E11 7-

B

E11 9-

B

E12 1-

B

EXISTING

STORAGE

EV16

STOR.

EV17

STOR.

EV18

E V

-A

EV16E

V

E V

034031

1'

0"

6'

9"

8' - 7 1/2"

6' - 0 5/8"

9' - 6

10' - 6 3/4"

11' - 0

' - 6

02A

18' - 4 5/8"

5' - 6 5/8"

20' - 8 1/2"

02A

13' - 5" 17' - 1 1/2" 13' - 9 1/2" 8' - 9 5/8"

9'

3/

4"

/2

3/

4"

5'

0"

ES12-A

E E12-O

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

09 03 12

11A

09 04A09B

04A

04A

04A

09 04A09B

04A 09

09B

04A

04 09 03 12

04A

04A

09B

04A

11A

04A

04A

04A

09B

04A

02A

04A

11A 11A

02A

UNIT-A

E134

ABA UNIT-B

E122

UNIT-C

E120

UNIT-A

E116

UNIT-A

E117

UNIT-B

E118

CORR

EC14

CORR

EC17

UNIT-A

E135

BELOW

BELOW

CORR

EC18

' - 2

/2

EC16-A

02A02A

ELEC RM

EE12

SEE

ELEVATIONS

EV06

AE113

L10

LEVEL

BELOW

A. CONTRACTOR TO FIELD VERIFY ALL DIMENSION AND EXISTING

CONDITIONS PRIOR TO START OF CONSTRUCTION. IF ANY DISCREPANCIES

WITH CONSTRUCTION DOCUMENTS, CONTRACTOR IS TO INFORM

CONTRACTING OFFICER IN WRITING PRIOR TO START OF CONSTRUCTION.

B. CONTRACTOR IS TO PROTECT ALL EXISTING ITEMS TO REMAIN FROM

DAMAGE DURING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR

REPAIRING, AND/ OR REPLACING DAMAGED ITEMS TO REMAIN WITH

EQUAL OR BETTER, TO THEIR ORIGINAL STATE, AT NO COST TO

GOVERNMENT.

C. REPOINT LOOSE MORTAR JOINTS, REPAIR CRACKS AND DAMAGE AT ALL

EXISTING MASONRY WALLS. ALL EXTERIOR MASONRY REPAIRS SHALL

MATCH HISTORIC CHARACTER, COLOR, AND PATTERN OF EXISTING

FACADE. ALL WORK TO BE AS PER HISTORIC PRESERVATION

REQUIREMENTS. FINAL SELECTIONS TO BE APPROVED BY CONTRACTING

OFFICER.

D. CLEAN AND PATCH ALL EXISTING STUCCO. REPAIR CRACKS AND DAMAGE.

ALL EXTERIOR STUCCO REPAIRS SHALL MATCH HISTORIC CHARACTER,

COLOR, AND PATTERN OF EXISTING FACADE. ALL WORK TO BE AS PER

HISTORIC PRESERVATION REQUIREMENTS. FINAL SELECTIONS TO BE

APPROVED BY CONTRACTING OFFICER.

E. ALL CORE DRILL LOCATIONS ARE TO BE VERIFIED BY GENERAL

CONTRACTOR (GC) PRIOR TO DRILLING. GC IS TO COORDINATE ALL FINAL

CORE DRILL LOCATIONS WITH ASSOCIATED TRADES PRIOR TO START OF

CONSTRUCTION.

F. EXISTING ROOF SYSTEM PENETRATIONS: COORDINATE DETAILS AND

CONSTRUCTION WITH MANUFACTURER AND INSTALLER OF EXISTING

ROOF SYSTEM TO AVOID LOSS OF EXISTING ROOF WARRANTY

G. CONTRACTOR TO PROVIDE BLOCKING AT ALL SURFACE (WALL, CEILING)

MOUNTED FIXTURES AND EQUIPMENT AS REQUIRED.

H. REMOVAL AND REINSTALLATION OF EXISTING GUTTERS AND

DOWNSPOUTS REQUIRED TO COMPLETE NEW WORK IS TO NOT VOID

EXISTING GUTTER AND DOWNSPOUT WARRANTIES.

I. REMOVAL AND REINSTALLATION OF EXISTING LIGHTNING PROTECTION

SYSTEM REQUIRED TO COMPLETE NEW WORK IS TO NOT VOID EXISTING

GUTTER AND DOWNSPOUT WARRANTIES.

J. CONTRACTOR TO COORDINATE ALL ACCESS PANEL LOCATIONS WITH

MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS PRIOR TO

INSTALLATION.

GENERAL NOTES:

LEGEND:

1 HOUR FIRE RATED WALL

PARTITION TYPE SYMBOL, REFER

TO SHEETS AE701, AE702, AND

AE703

NEW INTERIOR PARTITION /

NEW INFILL WALL

EXISTING WALL TO REMAIN

2 HOUR FIRE RATED WALL,

SEE LIFE SAFETY PLANS

NOT IN SCOPE

1/2 HOUR FIRE RATED WALL

E23 E22

EXISTING

STORAGE

EV06

EV06

6" CONCRETE SLAB INFILL

US Army Corps of Engineers ®

SHEET ID

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

S A

V A

N N

A H

D

IS

T R

IC

T

W

E S

T O

G L E

T H

O R

P E

A V

E N

U E

S A

V A

N N

A H

G

E O

R G

IA

JO

N

E S

F R

A N

K

LI

N R

D , S

U

IT

E

R A

LE

IG

H , N

C

-3

(9

1-

(9

1-

F

A X

LI

C

E N

S E

F

-0

F O

R T

M O

O R

E G

E O

R G

IA

B

U

IL

D

IN

G

T

R A

IN

E

E B

A R

R A

C K

S U

P G

R A

D E

P R

O G

R

U P

P

H A

S E

F

Y P

N

CONTROLLED UNCLASSIFIED INFORMATION

AE113

F

IR

S T

F L O

O R

P L A

N

S E

C T

IO

N

E W

E S

T

D V

A N

L O

O N

B M

O G

A L L A

P U

K B

R O

D B

E R

R B

L A

IR

J U

N E

B

- 7 -1

-2

C

A T

E G

O R

Y C

O D

E

F

IL

E N

A M

E A

E .D

W G

R E

A D

Y T

O A

D V

E R

T

IS

E

R T

A

1/8" = 1'-0"A1

FIRST FLOOR PLAN - SECTION E WEST

0 4' 8' 16' 24'

KEY PLAN

G

F

E

N.T.S.

PLAN

NORTH

A

B C

DBUILDING 399

F

E

1/8" = 1'-0"L10

FOUNDATION/ TUNNEL

FLOOR - PARTIAL FLOOR

PLAN

KEYNOTES

001 EXISTING TUNNEL. SEE MECHANICAL, PLUMBING, ELECTRICAL AND FIRE

PROTECTION DRAWINGS FOR SCOPE OF WORK - TYPICAL

004 EXISTING CONCRETE FLOOR SLAB

008 EXISTING MASONRY WALL. PATCH, REPAIR AS REQUIRED. FINISH AS

INDICATED. SEE SHEET AE215 FOR ADDITIONAL INFORMATION - TYPICAL

009 EXISTING STUCCO WALL. PATCH, REPAIR AS REQUIRED AND MATCH

ADJACENT FINISH AND TEXTURE. PREPARE SURFACES TO RECEIVE PAINT

AS INDICATED. SEE SHEET AE215 FOR ADDITIONAL INFORMATION - TYPICAL

010 EXISTING CONCRETE WALL. PREPARE SURFACES TO RECEIVE PAINT AS

INDICATED - TYPICAL

011 EXISTING CONCRETE STAIRS. PREPARE SURFACES TO RECEIVE PAINT AS

INDICATED - TYPICAL

023 EXISTING LADDER. PREPARE SURFACES TO RECEIVE PAINT AS INDICATED -

TYPICAL

028 EXISTING CONCRETE SIDEWALK

031 EXISTING CONCRETE STAIRS. CLEAN, REPAIR AS REQUIRED. PREPARE

SURFACES TO RECEIVE PAINT AND ANTI-SLIP NOSING STRIPS - TYPICAL

032 EXISTING CONCRETE STAIRS. CLEAN, REPAIR AS REQUIRED. PREPARE

STAIR TO RECEIVE ANTI-SLIP NOSING STRIPS - TYPICAL

034 EXISTING RAIN LEADER. REPLACE DAMAGED SECTIONS WITH NEW TO

MATCH EXISTING. PREPARE TO RECEIVE NEW FINISH AS INDICATED -

TYPICAL

037 EXISTING CLEANOUT. CLEAR OUT AND CLEAN TO NEAREST MAIN - TYPICAL

040 6" CONCRETE SLAB INFILL. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL

INFORMATION

042 NEW FACE BRICK MASONRY INFILL TO MATCH EXISTING BRICK MASONRY.

ALL WORK TO BE AS PER HISTORIC PRESERVATION REQUIREMENTS. SEE

SHEET AE215 FOR ADDITIONAL INFORMATION - TYPICAL

044 DOOR AND FRAME AS SCHEDULED

048 INSULATED SPANDREL GLAZING

051 NEW DOOR HARDWARE AT EXISTING DOORS - TYPICAL

072 EXPANSION JOINT COVER. SEE SHEET AE507 FOR DETAILS

101 EXISTING DRAIN. CLEAR OUT AND CLEAN DRAIN TO NEAREST MAIN. MISSING

OR BROKEN DRAIN GRATES ARE TO BE REPLACED BY NEW TO MATCH

EXISTING. REPLACE CLEANOUT PLUG IF BROKEN OR MISSING - TYPICAL

113 DRYER VENT COVER. PAINTED TO MATCH ADJACENT SURFACES

114 12"X12" ACCESS PANEL, 6" AFF. PAINT TO MATCH ADJACENT SURFACES.

LOCKABLE. SEE MECHANICAL AND PLUMBING DRAWINGS - TYPICAL

FD

DD W W

FD

E7

E8

E9

E10

E11

E4

E1

E2

E3

1 3 4

E5

E6

SECTION E EAST

SECTION

MATCHLINE

SECTION D

NOT IN SCOPE

OF WORK

LAUNDRY

E106

UNIT-A

E109

UNIT-E

E110

LOBBY

EL12

CORR

EC12

CORR

EC11

TELECOM

ET11

ELEC RM

EE11

RESTROOM

E108

STAIR 1

ES11

AE408

A1

SECTION

MATCHLINE

AE202H9

AE203H9

1"

5' - 0"

11' - 11 1/2"

EXISTING

STORAGE

EV12

UP

18' - 4 1/2"

AE415

A11

EV

E L

E C

E S11

E 111-C

E 109-C

E 115-C

E 113-C

E 115-A

E 109-A

E -B

E107-A

E

E T

E 114-A

EE11

E 112-A

E 113-A

E 111-A

E 110-D

E 110-B

E 110-A

E V 12-A

A9

AE302

EL11-A

EV11

E C 13-O

EC11-O

A

AE203

A9

STOR.

EV14

STOR.

EV13

E V14

E V13

E

STOR.

EV11

11A

01 1009

03C

03C

INSIDE

BALCONY

UNIT-C

E114

E11 4-

B

E 116-C

E11 5-

B

E11 3-

B

E 112-B

E 112-D

E 114-D

E11 1-

B

E10 9-

B

UNIT-A

E101

UNIT-A

E103

UNIT-A

E105

UNIT-F

E102

EV

E -B

E101-A

E -B

E103-A

E -B

E105-A

E107-C

E105-C

E103-C

E101-C

AE501

L1

18' - 8 1/2"

5' - 0"

12' - 10 3/4"

/4

/2

9'

6"

/4

/2

17' - 3 1/2" 18' - 8 1/2"

E S 11-A

TYP.

TYP.

09 04

04A 01

1004A

09B

04A

01A

03A

02A

02B

100104A

09B

11A

04A01

04A

09B

04A

04A

04A

ABA UNIT-B

E104

ABA UNIT-A

E107

ABA UNIT-B

E112

UNIT-A

E111

UNIT-A

E113

UNIT-A

E115

S

EC

TIO

N E

W

S T

S

EC

TIO

N E

E

AS

T

BELOW

BELOW

E102-D E102-B

E104-A

1B

08A

1B

072078

/4 "6

/2

/4

AE415

A1

E102-A

03C

E104-D

09 E104-B

AE414

A1

SIM/

OPP

HAND

/2

SEE

ELEVATION

AE114

F13

LEVEL

BELOW

A. CONTRACTOR TO FIELD VERIFY ALL DIMENSION AND EXISTING

CONDITIONS PRIOR TO START OF CONSTRUCTION. IF ANY DISCREPANCIES

WITH CONSTRUCTION DOCUMENTS, CONTRACTOR IS TO INFORM

CONTRACTING OFFICER IN WRITING PRIOR TO START OF CONSTRUCTION.

B. CONTRACTOR IS TO PROTECT ALL EXISTING ITEMS TO REMAIN FROM

DAMAGE DURING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR

REPAIRING, AND/ OR REPLACING DAMAGED ITEMS TO REMAIN WITH

EQUAL OR BETTER, TO THEIR ORIGINAL STATE, AT NO COST TO

GOVERNMENT.

C. REPOINT LOOSE MORTAR JOINTS, REPAIR CRACKS AND DAMAGE AT ALL

EXISTING MASONRY WALLS. ALL EXTERIOR MASONRY REPAIRS SHALL

MATCH HISTORIC CHARACTER, COLOR, AND PATTERN OF EXISTING

FACADE. ALL WORK TO BE AS PER HISTORIC PRESERVATION

REQUIREMENTS. FINAL SELECTIONS TO BE APPROVED BY CONTRACTING

OFFICER.

D. CLEAN AND PATCH ALL EXISTING STUCCO. REPAIR CRACKS AND DAMAGE.

ALL EXTERIOR STUCCO REPAIRS SHALL MATCH HISTORIC CHARACTER,

COLOR, AND PATTERN OF EXISTING FACADE. ALL WORK TO BE AS PER

HISTORIC PRESERVATION REQUIREMENTS. FINAL SELECTIONS TO BE

APPROVED BY CONTRACTING OFFICER.

E. ALL CORE DRILL LOCATIONS ARE TO BE VERIFIED BY GENERAL

CONTRACTOR (GC) PRIOR TO DRILLING. GC IS TO COORDINATE ALL FINAL

CORE DRILL LOCATIONS WITH ASSOCIATED TRADES PRIOR TO START OF

CONSTRUCTION.

F. EXISTING ROOF SYSTEM PENETRATIONS: COORDINATE DETAILS AND

CONSTRUCTION WITH MANUFACTURER AND INSTALLER OF EXISTING

ROOF SYSTEM TO AVOID LOSS OF EXISTING ROOF WARRANTY

G. CONTRACTOR TO PROVIDE BLOCKING AT ALL SURFACE (WALL, CEILING)

MOUNTED FIXTURES AND EQUIPMENT AS REQUIRED.

H. REMOVAL AND REINSTALLATION OF EXISTING GUTTERS AND

DOWNSPOUTS REQUIRED TO COMPLETE NEW WORK IS TO NOT VOID

EXISTING GUTTER AND DOWNSPOUT WARRANTIES.

I. REMOVAL AND REINSTALLATION OF EXISTING LIGHTNING PROTECTION

SYSTEM REQUIRED TO COMPLETE NEW WORK IS TO NOT VOID EXISTING

GUTTER AND DOWNSPOUT WARRANTIES.

J. CONTRACTOR TO COORDINATE ALL ACCESS PANEL LOCATIONS WITH

MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS PRIOR TO

INSTALLATION.

GENERAL NOTES:

LEGEND:

1 HOUR FIRE RATED WALL

PARTITION TYPE SYMBOL, REFER

TO SHEETS AE701, AE702, AND

AE703

NEW INTERIOR PARTITION /

NEW INFILL WALL

EXISTING WALL TO REMAIN

2 HOUR FIRE RATED WALL,

SEE LIFE SAFETY PLANS

NOT IN SCOPE

1/2 HOUR FIRE RATED WALL

E9

E10

EV

044 101

009004

008008008

EXISTING

STORAGE

EV02

6" CONCRETE SLAB INFILL

US Army Corps of Engineers ®

SHEET ID

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

S A

V A

N N

A H

D

IS

T R

IC

T

W

E S

T O

G L E

T H

O R

P E

A V

E N

U E

S A

V A

N N

A H

G

E O

R G

IA

JO

N

E S

F R

A N

K

LI

N R

D , S

U

IT

E

R A

LE

IG

H , N

C

-3

(9

1-

(9

1-

F

A X

LI

C

E N

S E

F

-0

F O

R T

M O

O R

E G

E O

R G

IA

B

U

IL

D

IN

G

T

R A

IN

E

E B

A R

R A

C K

S U

P G

R A

D E

P R

O G

R

U P

P

H A

S E

F

Y P

N

CONTROLLED UNCLASSIFIED INFORMATION

AE114

F

IR

S T

F L O

O R

P L A

N

S E

C T

IO

N

E E

A S

T

D V

A N

L O

O N

B M

O G

A L L A

P U

K B

R O

D B

E R

R B

L A

IR

J U

N E

B

- 7 -1

-2

C

A T

E G

O R

Y C

O D

E

F

IL

E N

A M

E A

E .D

W G

R E

A D

Y T

O A

D V

E R

T

IS

E

R T

A

1/8" = 1'-0"A1

FIRST FLOOR PLAN - SECTION E EAST

1/8" = 1'-0"F13

FOUNDATION/ TUNNEL FLOOR - PARTIAL

FLOOR PLAN

0 4' 8' 16' 24'

KEY PLAN

G

F

E

N.T.S.

PLAN

NORTH

A

B C

DBUILDING 399

F

E

KEYNOTES

001 EXISTING TUNNEL. SEE MECHANICAL, PLUMBING, ELECTRICAL AND FIRE

PROTECTION DRAWINGS FOR SCOPE OF WORK - TYPICAL

004 EXISTING CONCRETE FLOOR SLAB

006 EXISTING CONCRETE COLUMN. CLEAN, PATCH AS REQUIRED. PREPARE

SURFACES TO RECEIVE NEW WORK AS INDICATED. ALSO SEE COLUMN

DETAILS ON SHEET AE501 - TYPICAL

008 EXISTING MASONRY WALL. PATCH, REPAIR AS REQUIRED. FINISH AS

INDICATED. SEE SHEET AE215 FOR ADDITIONAL INFORMATION - TYPICAL

009 EXISTING STUCCO WALL. PATCH, REPAIR AS REQUIRED AND MATCH

ADJACENT FINISH AND TEXTURE. PREPARE SURFACES TO RECEIVE PAINT

AS INDICATED. SEE SHEET AE215 FOR ADDITIONAL INFORMATION - TYPICAL

010 EXISTING CONCRETE WALL. PREPARE SURFACES TO RECEIVE PAINT AS

INDICATED - TYPICAL

011 EXISTING CONCRETE STAIRS. PREPARE SURFACES TO RECEIVE PAINT AS

INDICATED - TYPICAL

023 EXISTING LADDER. PREPARE SURFACES TO RECEIVE PAINT AS INDICATED -

TYPICAL

031 EXISTING CONCRETE STAIRS. CLEAN, REPAIR AS REQUIRED. PREPARE

SURFACES TO RECEIVE PAINT AND ANTI-SLIP NOSING STRIPS - TYPICAL

032 EXISTING CONCRETE STAIRS. CLEAN, REPAIR AS REQUIRED. PREPARE

STAIR TO RECEIVE ANTI-SLIP NOSING STRIPS - TYPICAL

034 EXISTING RAIN LEADER. REPLACE DAMAGED SECTIONS WITH NEW TO

MATCH EXISTING. PREPARE TO RECEIVE NEW FINISH AS INDICATED -

TYPICAL

037 EXISTING CLEANOUT. CLEAR OUT AND CLEAN TO NEAREST MAIN - TYPICAL

042 NEW FACE BRICK MASONRY INFILL TO MATCH EXISTING BRICK MASONRY.

ALL WORK TO BE AS PER HISTORIC PRESERVATION REQUIREMENTS. SEE

SHEET AE215 FOR ADDITIONAL INFORMATION - TYPICAL

044 DOOR AND FRAME AS SCHEDULED

048 INSULATED SPANDREL GLAZING

051 NEW DOOR HARDWARE AT EXISTING DOORS - TYPICAL

072 EXPANSION JOINT COVER. SEE SHEET AE507 FOR DETAILS

078 EJ. SEE DETAILS ON SHEET AE703

101 EXISTING DRAIN. CLEAR OUT AND CLEAN DRAIN TO NEAREST MAIN. MISSING

OR BROKEN DRAIN GRATES ARE TO BE REPLACED BY NEW TO MATCH

EXISTING. REPLACE CLEANOUT PLUG IF BROKEN OR MISSING - TYPICAL

113 DRYER VENT COVER. PAINTED TO MATCH ADJACENT SURFACES

114 12"X12" ACCESS PANEL, 6" AFF. PAINT TO MATCH ADJACENT SURFACES.

LOCKABLE. SEE MECHANICAL AND PLUMBING DRAWINGS - TYPICAL

173 NEW CONCRETE SIDEWALK. SEE CIVIL DRAWINGS

UP

D

FD FD FD FD

FD

W W

UP

F14 F13 F12 F11 F10 F9 F8 F7G1 F17 F16 F15

UNIT-A

F223

UNIT-A

F222

UNIT-B

F220

UNIT-A

F221

UNIT-A

F219

UNIT-A

F217

UNIT-B

F216

STOR.

FV21

TELECOM

FT21

STAIR 4

FS24

UNIT-A

F212

SECTION

MATCHLINE

SECTION F WESTSECTION G

NOT IN SCOPE

OF WORK

ELEC. RM.

FE21

SECTION

MATCHLINE

SECTION F EASTSECTION F WEST

AE201

A1

A5

AE305

A6

AE305

AE205

A1

A1

AE301

A1

AE301

AE205

H1

15' - 1 1/2" 15' - 0" 15' - 0" 15' - 0" 15' - 0"

200 200 200 200 200 200

CORR

FC24

CORR

FC26 5' - 0"

VESTIBULE

FC23

CORR

FC21

CORR

FC25

RESTROOM

F214

F -A

F -A

F -C

F -A

F -A

F -C

F -C

F -A

F -A

F -C

F -C

F -A

F -A

F -A

FV21

F T

F C

F

F

F S

B -C

205 205206 206 206 205206 206206 206206 206 206

F -A

F E

LAUNDRY

F213

A6

AE306

12' - 1 3/4"

/2

10 10 10 10

01 01

03 01

0101 01

06 06

02A

03A03C

02B

02A

/2

8' - 10 7/8" 6' - 0"

096 012

AE404

A6

UNIT-C

F215

UNIT-C

F218

UNIT-E

F210

CORR

FC22

STAIR 3

FS23

UNIT-A

F211

AE415

A11

SIM

AE410

A1

TYP

AE411

A1

TYP.

AE403

A6

F S

F -A

F -C

F211-B

F C

F -E

F -A

F212-B

F215-B

F -D

F216-B

F -D

F217-BF219-B

F -D

F218-B

F220-B

F -D

F221-BF222-BF223-B

JANITOR

FJ21

ELEVATOR

LOBBY

FL21

ELEVATOR

F

200 200 200A 200

AE405

A6

11' - 8"

/2

5' - 0" 13' - 1" 13' - 8" 13' - 4"

/2

16' - 10 1/2" 13' - 8" 13' - 0"

23' - 8" 9' - 9 3/4"

/2

ALIGN

14' - 11"

FJ21

034 101

020 020 101034

11 10

04A

09B09

04A

08 10

0101 01

02A

04A

04A09

07 03

04A

09B 09

04A

4' - 2"

7' - 4"

/2

2' - 0"

NEW WALL

INFILL

RECENTLY

INSTALLED DOOR,

DOOR AND

HARDWARE TO

REMAIN

1' - 0"

ALIGN

A14

AE301

A. CONTRACTOR TO FIELD VERIFY ALL DIMENSION AND EXISTING

CONDITIONS PRIOR TO START OF CONSTRUCTION. IF ANY DISCREPANCIES

WITH CONSTRUCTION DOCUMENTS, CONTRACTOR IS TO INFORM

CONTRACTING OFFICER IN WRITING PRIOR TO START OF CONSTRUCTION.

B. CONTRACTOR IS TO PROTECT ALL EXISTING ITEMS TO REMAIN FROM

DAMAGE DURING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR

REPAIRING, AND/ OR REPLACING DAMAGED ITEMS TO REMAIN WITH

EQUAL OR BETTER, TO THEIR ORIGINAL STATE, AT NO COST TO

GOVERNMENT.

C. REPOINT LOOSE MORTAR JOINTS, REPAIR CRACKS AND DAMAGE AT ALL

EXISTING MASONRY WALLS. ALL EXTERIOR MASONRY REPAIRS SHALL

MATCH HISTORIC CHARACTER, COLOR, AND PATTERN OF EXISTING

FACADE. ALL WORK TO BE AS PER HISTORIC PRESERVATION

REQUIREMENTS. FINAL SELECTIONS TO BE APPROVED BY CONTRACTING

OFFICER.

D. CLEAN AND PATCH ALL EXISTING STUCCO. REPAIR CRACKS AND DAMAGE.

ALL EXTERIOR STUCCO REPAIRS SHALL MATCH HISTORIC CHARACTER,

COLOR, AND PATTERN OF EXISTING FACADE. ALL WORK TO BE AS PER

HISTORIC PRESERVATION REQUIREMENTS. FINAL SELECTIONS TO BE

APPROVED BY CONTRACTING OFFICER.

E. ALL CORE DRILL LOCATIONS ARE TO BE VERIFIED BY GENERAL

CONTRACTOR (GC) PRIOR TO DRILLING. GC IS TO COORDINATE ALL FINAL

CORE DRILL LOCATIONS WITH ASSOCIATED TRADES PRIOR TO START OF

CONSTRUCTION.

F. EXISTING ROOF SYSTEM PENETRATIONS: COORDINATE DETAILS AND

CONSTRUCTION WITH MANUFACTURER AND INSTALLER OF EXISTING

ROOF SYSTEM TO AVOID LOSS OF EXISTING ROOF WARRANTY

G. CONTRACTOR TO PROVIDE BLOCKING AT ALL SURFACE (WALL, CEILING)

MOUNTED FIXTURES AND EQUIPMENT AS REQUIRED.

H. REMOVAL AND REINSTALLATION OF EXISTING GUTTERS AND

DOWNSPOUTS REQUIRED TO COMPLETE NEW WORK IS TO NOT VOID

EXISTING GUTTER AND DOWNSPOUT WARRANTIES.

I. REMOVAL AND REINSTALLATION OF EXISTING LIGHTNING PROTECTION

SYSTEM REQUIRED TO COMPLETE NEW WORK IS TO NOT VOID EXISTING

GUTTER AND DOWNSPOUT WARRANTIES.

J. CONTRACTOR TO COORDINATE ALL ACCESS PANEL LOCATIONS WITH

MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS PRIOR TO

INSTALLATION.

GENERAL NOTES:

LEGEND:

1 HOUR FIRE RATED WALL

PARTITION TYPE SYMBOL, REFER

TO SHEETS AE701, AE702, AND

AE703

NEW INTERIOR PARTITION /

NEW INFILL WALL

EXISTING WALL TO REMAIN

2 HOUR FIRE RATED WALL,

SEE LIFE SAFETY PLANS

NOT IN SCOPE

1/2 HOUR FIRE RATED WALL

US Army Corps of Engineers ®

SHEET ID

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

S A

V A

N N

A H

D

IS

T R

IC

T

W

E S

T O

G L E

T H

O R

P E

A V

E N

U E

S A

V A

N N

A H

G

E O

R G

IA

JO

N

E S

F R

A N

K

LI

N R

D , S

U

IT

E

R A

LE

IG

H , N

C

-3

(9

1-

(9

1-

F

A X

LI

C

E N

S E

F

-0

F O

R T

M O

O R

E G

E O

R G

IA

B

U

IL

D

IN

G

T

R A

IN

E

E B

A R

R A

C K

S U

P G

R A

D E

P R

O G

R

U P

P

H A

S E

F

Y P

N

CONTROLLED UNCLASSIFIED INFORMATION

AE121

S E

C O

N D

F L O

O R

P L A

N

S E

C T

IO

N

F W

E S

T

D V

A N

L O

O N

B M

O G

A L L A

P U

K B

R O

D B

E R

R B

L A

IR

J U

N E

B

- 7 -1

-2

C

A T

E G

O R

Y C

O D

E

F

IL

E N

A M

E A

E .D

W G

R E

A D

Y T

O A

D V

E R

T

IS

E

R T

A

1/8" = 1'-0"A1

SECOND FLOOR PLAN - F WEST

0 4' 8' 16' 24'

KEY PLAN

G

F

E

N.T.S.

PLAN

NORTH

A

B C

DBUILDING 399

F

E

KEYNOTES

096 REINSTALL EXISTING HANDRAIL. SECURE TO EXISTING STRUCTURE.

REPLACE MISSING BOLTS. PREPARE SURFACES TO RECEIVE PAINT AS

INDICATED

101 EXISTING DRAIN. CLEAR OUT AND CLEAN DRAIN TO NEAREST MAIN. MISSING

OR BROKEN DRAIN GRATES ARE TO BE REPLACED BY NEW TO MATCH

EXISTING. REPLACE CLEANOUT PLUG IF BROKEN OR MISSING - TYPICAL

119 26"X26" ACCESS PANEL, 8" AFF. PAINT TO MATCH ADJACENT SURFACES.

LOCKABLE. IN RATED PARTITIONS USE RATED PANELS MATCHING WALL

RATING. SEE DETAIL A6/AE503 AND MECHANICAL DRAWINGS - TYPICAL

KEYNOTES

004 EXISTING CONCRETE FLOOR SLAB

006 EXISTING CONCRETE COLUMN. CLEAN, PATCH AS REQUIRED. PREPARE

SURFACES TO RECEIVE NEW WORK AS INDICATED. ALSO SEE COLUMN

DETAILS ON SHEET AE501 - TYPICAL

008 EXISTING MASONRY WALL. PATCH, REPAIR AS REQUIRED. FINISH AS

INDICATED. SEE SHEET AE215 FOR ADDITIONAL INFORMATION - TYPICAL

009 EXISTING STUCCO WALL. PATCH, REPAIR AS REQUIRED AND MATCH

ADJACENT FINISH AND TEXTURE. PREPARE SURFACES TO RECEIVE PAINT

AS INDICATED. SEE SHEET AE215 FOR ADDITIONAL INFORMATION - TYPICAL

010 EXISTING CONCRETE WALL. PREPARE SURFACES TO RECEIVE PAINT AS

INDICATED - TYPICAL

011 EXISTING CONCRETE STAIRS. PREPARE SURFACES TO RECEIVE PAINT AS

INDICATED - TYPICAL

012 EXISTING HANDRAIL. SECURE TO EXISTING STRUCTURE IF LOOSE. REPLACE

MISSING BOLTS. PREPARE SURFACES TO RECEIVE PAINT AS INDICATED -

TYPICAL

020 EXISTING GUTTER AND DOWNSPOUTS. REMOVE AND REINSTALL AS

REQUIRED TO COMPLETE NEW WORK

034 EXISTING RAIN LEADER. REPLACE DAMAGED SECTIONS WITH NEW TO

MATCH EXISTING. PREPARE TO RECEIVE NEW FINISH AS INDICATED -

TYPICAL

042 NEW FACE BRICK MASONRY INFILL TO MATCH EXISTING BRICK MASONRY.

ALL WORK TO BE AS PER HISTORIC PRESERVATION REQUIREMENTS. SEE

SHEET AE215 FOR ADDITIONAL INFORMATION - TYPICAL

044 DOOR AND FRAME AS SCHEDULED

048 INSULATED SPANDREL GLAZING

054 PATCH, REPAIR, AND PREPARE ALL EXISTING CONCRETE SLABS RECEIVING

NEW FINISHES AS SCHEDULED. ENSURE THAT REPAIRS AND FILLS ARE

LEVEL WITH EXISTING CONCRETE FLOOR SLAB AS PER FLOOR FINISH

MANUFACTURER RECOMMENDATIONS - TYPICAL

072 EXPANSION JOINT COVER. SEE SHEET AE507 FOR DETAILS

FD FD FD

W W

UP

F4 F3 F2 F1

F10 F9 F8 F7 F6 F5

UNIT-E

F210

ELEC. RM.

FE21

UNIT-A

F211

UNIT-A

F209

UNIT-C

F206

UNIT-A

F207

UNIT-A

F205

UNIT-A

F203

UNIT-B

F204

UNIT-A

F201

CORR

FC21

CORR

FC22

ELEVATOR

LOBBY

FL21

UNIT-A

F212

SECTION E WESTSECTION F EAST

SECTION

MATCHLINE

SECTION F EASTSECTION F WEST

SECTION

MATCHLINE

A9

AE303

A6

AE305

15' - 0" 15' - 0" 15' - 0" 15' - 0" 14' - 7"

200 200 200 200 200 200

CORR

EC29

UNIT-A

E239

B -C

F -A

F -C

F -A

F C

F -A

F -C

F -C

F -A

F -A

F -A

F -A

F -C

F -C

F -A

F -A

F -C

E -C

FC21

F -A

F -A

202 206 206 205 206 206 205205 206

F E

206206206

A14

AE302

A6

AE304

A6

AE306

E -A

101101

01 03 01

02A

01 01

01 01

01 01

01 01 01

01 030301

03 01

E C

078 072

AE501

L12

STAIR 3

FS23

UNIT-C

F202

UNIT-B

F208

AE415

A11

SIM

11A

060606

F201-B

F -D

F202-B

F204-B

F -D

F203-B

F -D

F206-B

F207-B

F -D

F208-B

F209-BF211-B

F -A

F -E

F212-B

F S

AE403

A6

13' - 1" 15' - 10 1/2" 13' - 8" 9' - 5 3/4"9' - 3 1/2" 13' - 8" 14' - 6"

15' - 4"

20' - 1 3/4"

23' - 8"

/2

/4

/2

/4

/4

200 200A 200

19' - 7" 10

FJ21

F205-B

8' - 0"

09 03

11A

04A 0904A

09B

04A 09

07 03

04A

09B

04A

04A

09B

04A

11A

F -B

A14

AE301

A. CONTRACTOR TO FIELD VERIFY ALL DIMENSION AND EXISTING

CONDITIONS PRIOR TO START OF CONSTRUCTION. IF ANY DISCREPANCIES

WITH CONSTRUCTION DOCUMENTS, CONTRACTOR IS TO INFORM

CONTRACTING OFFICER IN WRITING PRIOR TO START OF CONSTRUCTION.

B. CONTRACTOR IS TO PROTECT ALL EXISTING ITEMS TO REMAIN FROM

DAMAGE DURING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR

REPAIRING, AND/ OR REPLACING DAMAGED ITEMS TO REMAIN WITH

EQUAL OR BETTER, TO THEIR ORIGINAL STATE, AT NO COST TO

GOVERNMENT.

C. REPOINT LOOSE MORTAR JOINTS, REPAIR CRACKS AND DAMAGE AT ALL

EXISTING MASONRY WALLS. ALL EXTERIOR MASONRY REPAIRS SHALL

MATCH HISTORIC CHARACTER, COLOR, AND PATTERN OF EXISTING

FACADE. ALL WORK TO BE AS PER HISTORIC PRESERVATION

REQUIREMENTS. FINAL SELECTIONS TO BE APPROVED BY CONTRACTING

OFFICER.

D. CLEAN AND PATCH ALL EXISTING STUCCO. REPAIR CRACKS AND DAMAGE.

ALL EXTERIOR STUCCO REPAIRS SHALL MATCH HISTORIC CHARACTER,

COLOR, AND PATTERN OF EXISTING FACADE. ALL WORK TO BE AS PER

HISTORIC PRESERVATION REQUIREMENTS. FINAL SELECTIONS TO BE

APPROVED BY CONTRACTING OFFICER.

E. ALL CORE DRILL LOCATIONS ARE TO BE VERIFIED BY GENERAL

CONTRACTOR (GC) PRIOR TO DRILLING. GC IS TO COORDINATE ALL FINAL

CORE DRILL LOCATIONS WITH ASSOCIATED TRADES PRIOR TO START OF

CONSTRUCTION.

F. EXISTING ROOF SYSTEM PENETRATIONS: COORDINATE DETAILS AND

CONSTRUCTION WITH MANUFACTURER AND INSTALLER OF EXISTING

ROOF SYSTEM TO AVOID LOSS OF EXISTING ROOF WARRANTY

G. CONTRACTOR TO PROVIDE BLOCKING AT ALL SURFACE (WALL, CEILING)

MOUNTED FIXTURES AND EQUIPMENT AS REQUIRED.

H. REMOVAL AND REINSTALLATION OF EXISTING GUTTERS AND

DOWNSPOUTS REQUIRED TO COMPLETE NEW WORK IS TO NOT VOID

EXISTING GUTTER AND DOWNSPOUT WARRANTIES.

I. REMOVAL AND REINSTALLATION OF EXISTING LIGHTNING PROTECTION

SYSTEM REQUIRED TO COMPLETE NEW WORK IS TO NOT VOID EXISTING

GUTTER AND DOWNSPOUT WARRANTIES.

J. CONTRACTOR TO COORDINATE ALL ACCESS PANEL LOCATIONS WITH

MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS PRIOR TO

INSTALLATION.

GENERAL NOTES:

LEGEND:

1 HOUR FIRE RATED WALL

PARTITION TYPE SYMBOL, REFER

TO SHEETS AE701, AE702, AND

AE703

NEW INTERIOR PARTITION /

NEW INFILL WALL

EXISTING WALL TO REMAIN

2 HOUR FIRE RATED WALL,

SEE LIFE SAFETY PLANS

NOT IN SCOPE

1/2 HOUR FIRE RATED WALL

US Army Corps of Engineers ®

SHEET ID

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

S A

V A

N N

A H

D

IS

T R

IC

T

W

E S

T O

G L E

T H

O R

P E

A V

E N

U E

S A

V A

N N

A H

G

E O

R G

IA

JO

N

E S

F R

A N

K

LI

N R

D , S

U

IT

E

R A

LE

IG

H , N

C

-3

(9

1-

(9

1-

F

A X

LI

C

E N

S E

F

-0

F O

R T

M O

O R

E G

E O

R G

IA

B

U

IL

D

IN

G

T

R A

IN

E

E B

A R

R A

C K

S U

P G

R A

D E

P R

O G

R

U P

P

H A

S E

F

Y P

N

CONTROLLED UNCLASSIFIED INFORMATION

AE122

S E

C O

N D

F L O

O R

P L A

N

S E

C T

IO

N

F E

A S

T

D V

A N

L O

O N

B M

O G

A L L A

P U

K B

R O

D B

E R

R B

L A

IR

J U

N E

B

- 7 -1

-2

C

A T

E G

O R

Y C

O D

E

F

IL

E N

A M

E A

E .D

W G

R E

A D

Y T

O A

D V

E R

T

IS

E

R T

A

1/8" = 1'-0"A1

SECOND FLOOR PLAN - SECTION F EAST

0 4' 8' 16' 24'

KEY PLAN

G

F

E

N.T.S.

PLAN

NORTH

A

B C

DBUILDING 399

F

E

KEYNOTES

004 EXISTING CONCRETE FLOOR SLAB

006 EXISTING CONCRETE COLUMN. CLEAN, PATCH AS REQUIRED. PREPARE

SURFACES TO RECEIVE NEW WORK AS INDICATED. ALSO SEE COLUMN

DETAILS ON SHEET AE501 - TYPICAL

008 EXISTING MASONRY WALL. PATCH, REPAIR AS REQUIRED. FINISH AS

INDICATED. SEE SHEET AE215 FOR ADDITIONAL INFORMATION - TYPICAL

009 EXISTING STUCCO WALL. PATCH, REPAIR AS REQUIRED AND MATCH

ADJACENT FINISH AND TEXTURE. PREPARE SURFACES TO RECEIVE PAINT

AS INDICATED. SEE SHEET AE215 FOR ADDITIONAL INFORMATION - TYPICAL

010 EXISTING CONCRETE WALL. PREPARE SURFACES TO RECEIVE PAINT AS

INDICATED - TYPICAL

012 EXISTING HANDRAIL. SECURE TO EXISTING STRUCTURE IF LOOSE. REPLACE

MISSING BOLTS. PREPARE SURFACES TO RECEIVE PAINT AS INDICATED -

TYPICAL

034 EXISTING RAIN LEADER. REPLACE DAMAGED SECTIONS WITH NEW TO

MATCH EXISTING. PREPARE TO RECEIVE NEW FINISH AS INDICATED -

TYPICAL

054 PATCH, REPAIR, AND PREPARE ALL EXISTING CONCRETE SLABS RECEIVING

NEW FINISHES AS SCHEDULED. ENSURE THAT REPAIRS AND FILLS ARE

LEVEL WITH EXISTING CONCRETE FLOOR SLAB AS PER FLOOR FINISH

MANUFACTURER RECOMMENDATIONS - TYPICAL

072 EXPANSION JOINT COVER. SEE SHEET AE507 FOR DETAILS

078 EJ. SEE DETAILS ON SHEET AE703

101 EXISTING DRAIN. CLEAR OUT AND CLEAN DRAIN TO NEAREST MAIN. MISSING

OR BROKEN DRAIN GRATES ARE TO BE REPLACED BY NEW TO MATCH

EXISTING. REPLACE CLEANOUT PLUG IF BROKEN OR MISSING - TYPICAL

119 26"X26" ACCESS PANEL, 8" AFF. PAINT TO MATCH ADJACENT SURFACES.

LOCKABLE. IN RATED PARTITIONS USE RATED PANELS MATCHING WALL

RATING. SEE DETAIL A6/AE503 AND MECHANICAL DRAWINGS - TYPICAL

189 HANDRAIL TO MATCH EXISTING. PAINTED - TYPICAL

D

FD

FD FD

FD

FD

FD

W

W

E20F1 E26 E25 E24 E23 E22 E21

E17

E11

E12

E13

E14

E15

E16

E19

E18

UNIT-B

E238

UNIT-A

E239

UNIT-A

E237

UNIT-C

E236

UNIT-A

E235

UNIT-A

E234

UNIT-A

E233

UNIT-B

E232

UNIT-C

E230

UNIT-A

E231

UNIT-A

E229

UNIT-B

E224

LOUNGE

E227

UNIT-A

E225

UNIT-C

E222

UNIT-A

E223

UNIT-A

E221

UNIT-A

E219

UNIT-B

E220

UNIT-A

E217

UNIT-A

E216

RESTROOM

E228

ELEC. RM.

EE22

JC

EJ22

TELECOM

ET22

LOBBY

EL21

STAIR 2

ES22

STOR.

EV22

CORR

EC28

CORR

EC29

SECTION

MATCHLINESE

C

TIO

N C

E

AS

T

SE

C

TIO

N C

W E

ST

A E 202A

AE202

H1

AE203

H1

LAUNDRY

E226

/2

/2

14' - 11 1/2" 15' - 0" 15' - 0" 15' - 0" 15' - 0" 15' - 0" 14' - 11"

5' - 0"

11' - 11 1/2"

18' - 8 1/2"

008 011

20' - 8 1/2"

6' - 0"

CORR

EC26

CORR

EC25

CORR

EC27

' - 1

5' - 4"

E C

E

216-CE

216-A

E 217-A

E 217-C

E

219-CE

219-A

E 220-A

E 221-C

E 223-C

E 221-A

E 223-A

E 222-A

E 224-A

E 225-C

E 225-A

E22

E226

E E

EV22

E J 2E

S

E

E -A

E T

E -C

E -C

E -A

E -A

E -A

E -A

E -C

E -C

E -A

E -A

E -C

E -C

E -A

E -A

E -A

E -A

E -C

FC21

200 200 200 200 200 200 200

206 206 205 206 206 205205 206 205 206 206A

A1

AE302

A14

AE302

9' - 6

' - 4

3' - 2 1/2"

3'

1/

2"

E C

-O

E C 26-O

AE204

H1

EL21

E 218-A

' - 7

0101 03

01 01

11A

01 02

02A

11 09

01A

AE416

A6

SIM

6' - 8

3' - 6

' - 2

E C

AE402

A6

TYP.

SECTION

MATCHLINE

SECTION F

EAST

SECTION E WEST

E22 5-

B

E 224-D

E22 4-

B

E 222-D

E22 2-

B

E22 1-

B

E…