Atch 10 - Revised Drawing Sheets A-201-A and A-202-A.pdf

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Attached to
Joint Base Langley - Eustis (JBLE) - Langley AFB, VA, Repair Building Envelope, Facility 703 Federal contract opportunity
Solicitation number
FA480025B0006
Issued by
Department of the Air Force Air Combat Command

About this file

These are architectural elevation drawings for a building envelope repair project at Facility 703, located at Joint Base Langley-Eustis, Virginia, for the Department of the Air Force Air Combat Command. The documents detail comprehensive exterior restoration work including masonry repointing, precast stone and brick repair, concrete watertable restoration, and window replacement. Specific repair requirements include removing and resetting concrete wall caps, repairing damaged precast stone panels (with guidelines for repair versus replacement), repointing brick joints, and addressing cast-in-place concrete watertable damage by removing loose material and applying repair techniques. The project involves multiple building elevations (North, South, East, and West) and includes provisions for copper gutters, downspouts, and maintaining existing architectural features and dimensions.

The design package is marked as 100% design and dated July 8th, 2025, with a project number of MUHJ 25-4026. The drawings include detailed technical instructions for contractors, such as supporting masonry during precast banding removal, verifying replacement component sizes and profiles, and ensuring new materials match existing dimensions and colors. Roofing elements include existing Ludowici tile roofs, standing seam metal roofs, and an electrical shed. The project emphasizes preservation of the building's original architectural characteristics while comprehensively addressing structural and aesthetic repair needs.

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Text version

GROUND LEVEL

0' - 0"

FIRST FLOOR

2' - 9"

SECOND FLOOR

14' - 3"

THIRD FLOOR

25' - 8"

TRUSS BEARING

38' - 10 9/16"

BCDEFGHI

ATTIC

36' - 10 9/16"

AJ

GENERAL NOTE: ALL MASONRY SHALL BE REPOINTED

W5W5 W5 W5

(E) LUDOWICI TILE ROOF

PROVIDE COPPER GUTTER

AND DOWNSPOUT

REPAIR ALL (E) PRECAST STONE. REFER TO G-003-A AND

G-004-A FOR PHOTOS OF (E) CONDITIONS. PANELS WITH

DAMAGE THAT IS LESS THAN 1" DEEP AND LESS THAN 4"

LONG IN EACH DIRECTION MAY BE REPAIRED. PANELS WITH

DAMAGE THAT IS LARGER AND/OR SIGNIFICANTLY ALTERS

THE PROFILE OF THE PANEL SHOULD BE REPLACED

SEE DETAIL 3/A-201-A

(E) BRICK, REPOINT ALL JOINTS, TYP., REPLACE BROKEN AND

DAMAGED (E) BRICK. BRICK MUST MATCH (E) DIMENSIONS

AND COLOR. COURSING TO ALIGN WITH EXISTING. SEE

SPECS FOR MOCK UP PANEL REQUIREMENTS

ALUMINUM WINDOW, TYP.

(E) CHIMNEY

(E) STANDING SEAM METAL ROOF

(E) LUDOWICI TILE ROOF

PROVIDE COPPER GUTTER

AND DOWNSPOUT

ELECTRICAL SHED NIC.

NO MASONRY POINTING AT

INTERIOR SIDE OF (E) PORCH

CONTRACTOR TO REPOINT (E)

MASONRY SCREEN WALL,

BOTH SIDES, TYP.

CONTRACTOR TO REMOVE AND RESET (E) CONCRETE

WALL CAP, TYP. FULL LENGTH OF SCREEN WALL. PROVIDE

NEW STEEL BARS TO RESET CAP INTO (E) WALL

REPAIR CAST IN PLACE CONCRETE WATERTABLE, REMOVE

ALL LOOSE MATERIAL, CLEAN ALL RUST FROM EXPOSED

REBAR, SQUARELY CUT OUT THE EDGES OR SPALL TO

CREATE A SURFACE FOR THE REPAIR MATERIAL, APPLY

BONDING AGENT, APPLY REPAIR MATERIAL

GROUND LEVEL

0' - 0"

FIRST FLOOR

2' - 9"

SECOND FLOOR

14' - 3"

THIRD FLOOR

25' - 8"

TRUSS BEARING

38' - 10 9/16"

2 3 4 5 6

ATTIC

36' - 10 9/16"

1 72.81.8

GENERAL NOTE: ALL MASONRY SHALL BE REPOINTED

W5 W5 W5 W5 W5 W5 W5

(E) LUDOWICI TILE ROOF

PROVIDE COPPER GUTTER

AND DOWNSPOUT

REPAIR ALL (E) PRECAST STONE. REFER TO G-003-A AND

G-004-A FOR PHOTOS OF (E) CONDITIONS. PANELS WITH

DAMAGE THAT IS LESS THAN 1" DEEP AND LESS THAN 4"

LONG IN EACH DIRECTION MAY BE REPAIRED. PANELS WITH

DAMAGE THAT IS LARGER AND/OR SIGNIFICANTLY ALTERS

THE PROFILE OF THE PANEL SHOULD BE REPLACED

SEE DETAIL 3/A-201-A

(E) BRICK, REPOINT ALL JOINTS, TYP., REPLACE BROKEN AND

DAMAGED (E) BRICK. BRICK MUST MATCH (E) DIMENSIONS

AND COLOR. COURSING TO ALIGN WITH EXISTING. SEE

SPECS FOR MOCK UP PANEL REQUIREMENTS

ALUMINUM WINDOW, TYP.

A-101-A

TYP.

A-101-A

TYP. ELECTRICAL SHED NIC.

REPAIR CAST IN PLACE CONCRETE WATERTABLE, REMOVE

ALL LOOSE MATERIAL, CLEAN ALL RUST FROM EXPOSED

REBAR, SQUARELY CUT OUT THE EDGES OR SPALL TO

CREATE A SURFACE FOR THE REPAIR MATERIAL, APPLY

BONDING AGENT, APPLY REPAIR MATERIAL

PRECAST WINDOW SILL: SUPPORT WINDOW ABOVE

WITH APPROPRIATE CRIBBING. CUT ALL JOINTS,

STRAPS, AND FASTENERS, REMOVE SILL ENTIRELY,

REMOVE ANY DEBRIS, MORTAR AND PREPARE

SURFACES FOR THE NEW SILL, VERIFY SIZE,

PROFILE SHALL MATCH THE EXISTING, INSTALL

SILL, REMOVE CRIBBING, AND MORTAR ALL JOINTS

PRECAST BANDING: SUPPORT MASONRY ABOVE BY

USING STEEL ANGLE SET INTO CUT MORTAR JOINT,

REMOVE BANDING FROM JOINT TO JOINT,

COMPLETE, CUT ALL JOINTS, STRAPS, AND

FASTENERS, REMOVE SILL ENTIRELY, REMOVE ANY

DEBRIS, MORTAR AND PREPARE SURFACES FOR

NEW BANDING, VERIFY SIZE, PROFILE SHALL

MATCH EXISTING, INSTALL BANDING, REMOVE

ANGLE, AND MORTAR ALL JOINTS

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A-201-A

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1/8" = 1'-0"1

NORTH ELEVATIONNORTH ELEVATION

1/8" = 1'-0"2

EAST ELEVATIONEAST ELEVATION

3/4" = 1'-0"3

PRECAST REPLACEMENT DETAILPRECAST REPLACEMENT DETAIL

GROUND LEVEL

0' - 0"

FIRST FLOOR

2' - 9"

SECOND FLOOR

14' - 3"

THIRD FLOOR

25' - 8"

TRUSS BEARING

38' - 10 9/16"

B C D E F G H I

ATTIC

36' - 10 9/16"

A J

GENERAL NOTE: ALL MASONRY SHALL BE REPOINTED

W5 W5 W5 W5 W5 W5 W5 W5 W5 W5 W5 W5

(E) LUDOWICI TILE ROOF

PROVIDE COPPER GUTTER

AND DOWNSPOUT

REPAIR ALL (E) PRECAST STONE. REFER TO G-003-A AND

G-004-A FOR PHOTOS OF (E) CONDITIONS. PANELS WITH

DAMAGE THAT IS LESS THAN 1" DEEP AND LESS THAN 4"

LONG IN EACH DIRECTION MAY BE REPAIRED. PANELS WITH

DAMAGE THAT IS LARGER AND/OR SIGNIFICANTLY ALTERS

THE PROFILE OF THE PANEL SHOULD BE REPLACED

SEE DETAIL 3/A-201-A

(E) BRICK, REPOINT ALL JOINTS, TYP., REPLACE BROKEN AND

DAMAGED (E) BRICK. BRICK MUST MATCH (E) DIMENSIONS

AND COLOR. COURSING TO ALIGN WITH EXISTING. SEE

SPECS FOR MOCK UP PANEL REQUIREMENTS

ALUMINUM CLAD WINDOW, TYP.

REPAIR CAST IN PLACE CONCRETE WATERTABLE, REMOVE

ALL LOOSE MATERIAL, CLEAN ALL RUST FROM EXPOSED

REBAR, SQUARELY CUT OUT THE EDGES OR SPALL TO

CREATE A SURFACE FOR THE REPAIR MATERIAL, APPLY

BONDING AGENT, APPLY REPAIR MATERIAL

GROUND LEVEL

0' - 0"

FIRST FLOOR

2' - 9"

SECOND FLOOR

14' - 3"

THIRD FLOOR

25' - 8"

TRUSS BEARING

38' - 10 9/16"

23456

ATTIC

36' - 10 9/16"

17 2.8 1.8

GENERAL NOTE: ALL MASONRY SHALL BE REPOINTED

W5W5W5W5W5W5W5W5W5W5W5

(E) LUDOWICI TILE ROOF

PROVIDE COPPER GUTTER

AND DOWNSPOUT

ALUMINUM WINDOW, TYP.

ELECTRICAL SHED NIC.

REPAIR ALL (E) PRECAST STONE. REFER TO G-003-A AND

G-004-A FOR PHOTOS OF (E) CONDITIONS. PANELS WITH

DAMAGE THAT IS LESS THAN 1" DEEP AND LESS THAN 4"

LONG IN EACH DIRECTION MAY BE REPAIRED. PANELS WITH

DAMAGE THAT IS LARGER AND/OR SIGNIFICANTLY ALTERS

THE PROFILE OF THE PANEL SHOULD BE REPLACED

SEE DETAIL 3/A-201-A

(E) BRICK, REPOINT ALL JOINTS, TYP., REPLACE BROKEN AND

DAMAGED (E) BRICK. BRICK MUST MATCH (E) DIMENSIONS

AND COLOR. COURSING TO ALIGN WITH EXISTING. SEE

SPECS FOR MOCK UP PANEL REQUIREMENTS

REPAIR CAST IN PLACE CONCRETE WATERTABLE, REMOVE

ALL LOOSE MATERIAL, CLEAN ALL RUST FROM EXPOSED

REBAR, SQUARELY CUT OUT THE EDGES OR SPALL TO

CREATE A SURFACE FOR THE REPAIR MATERIAL, APPLY

BONDING AGENT, APPLY REPAIR MATERIAL

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SCALE: 1/8"=1'-0"

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CONTROLLED UNCLASSIFIED INFORMATION (CUI) 100% DESIGN PACKAGE: JULY 8TH, 2025

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A-202-A

/0

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/0

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6-

A -2

-A

1/8" = 1'-0"1

SOUTH ELEVATIONSOUTH ELEVATION

1/8" = 1'-0"2

WEST ELEVATIONWEST ELEVATION

LAFB Facility 703 - ARCH
A-201-A - EXTERIOR ELEVATIONS
A-202-A - EXTERIOR ELEVATIONS

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