Atch 10 - Revised Drawing Sheets A-201-A and A-202-A.pdf
PDF 841 KB Posted
- Attached to
- Joint Base Langley - Eustis (JBLE) - Langley AFB, VA, Repair Building Envelope, Facility 703 Federal contract opportunity
- Solicitation number
- FA480025B0006
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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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
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M U
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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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