130_AE531_R1_AMENDMENT 009.pdf
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- Solicitation number
- N6247026R0012
About this file
This is an architectural drawing sheet containing expansion joint details for Building 60 repairs at Portsmouth Naval Shipyard in Kittery, Maine. The document is a NAVFAC (Naval Facilities Engineering Systems Command) technical drawing dated September 14, 2023, with an amendment dated March 16, 2026, and serves as part of the project design documentation for a federal military construction project.
The sheet provides detailed specifications for eight separate expansion joint conditions throughout the building, including elevator/floor expansion joint section details (Details 4-8) and electrical room expansion joint details at windows (Details 1-2). The drawings illustrate construction requirements involving 8-inch concrete masonry unit (CMU) walls, metal stud wall fastening, 5/8-inch gypsum board, steel beams and columns, concrete slabs, existing wood strip flooring, metal decking, and continuation sealant systems. Additional details specify wood blocking dimensions (2x6 and 2x8), plywood facing, and attachment methods to existing window frames and mullions. The expansion joint system is consistently referenced to Detail D4/AE530 across multiple floor levels (Second Floor elevation 39.64', First Floor Mezzanine elevation 20.86'). All drawings are marked as unclassified and have received final approval for construction, with cross-references to related architectural sheets AE001, AE411, AE421, AE601, and AE602 for wall types, door schedules, and repair specifications.
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Text version
8" CMU WALL - SEE
STRUCTURAL SHEETS
FASTEN MTL STUD WALL TO CMU
5/8" GYP BD, PNT
ALIGN
CORNER BEAD (TYP)
EXPANSION JOINT
SYSTEM - SEE DETAIL
D4/AE530
NF
NA
1A
STEEL COLUMN, SEE
STRUCTURAL SHEETS
NE
8" CMU WALL - SEE
STRUCTURAL SHEETS
FASTEN MTL STUD WALL TO CMU
5/8" GYP BD, PNT
ALIGN
GYP BD RETURN
EDGE OF FLOOR
SLAB
CORNER BEAD (TYP)
J BEAD (TYP)
EXPANSION JOINT
SYSTEM - SEE DETAIL
D4/AE530
NF
1A
NE
5/8" GYP BD, PNT
SECOND FLOOR
ELEV=39.64'
STEEL BEAM - SEE
STRUCTURAL SHEETS
EXISTING CONC SLAB
EXISTING WOOD STRIP
FLOORING
JOINT
2"
J BEAD (TYP)
EXPANSION JOINT
SYSTEM - SEE DETAIL
D4/AE530
NB
1A
CONT SEALANT (TYP)
NA
FIRST FLOOR MEZZANINE
ELEV=20.86'
STEEL BEAM - SEE
STRUCTURAL SHEETS
CONC SLAB (TYP) - SEE
STRUCT SHEETS
FLOOR FINISH AS
SCHEDULED (TYP)
JOINT
2"
J BEAD (TYP)
5/8" GYP BD, PNT
CONT SEALANT (TYP)
EXPANSION JOINT
SYSTEM - SEE DETAIL
D4/AE530
NB1A
NA
2"
5/8" GYP BD, PNT
SECOND FLOOR
ELEV=39.64'
EXISTING CONCRETE
ENCASED STEEL BEAM -
SEE STRUCTURAL SHEETS
EXISTING CONC SLAB
EXISTING WOOD STRIP
FLOORING
JOINT
2"
FASTEN MTL STUD WALL
TO CMU
5/8" GYP BD
J BEAD (TYP)
J BEAD (TYP)
EXPANSION JOINT
SYSTEM - SEE DETAIL
D4/AE530
1A
1A
NE
NA
EXISTING WINDOW
METAL CEILING JOIST -
SEE STRUCTURAL SHEETS
METAL DECK - SEE
STRUCTURAL SHEETS
FACE OF EXISTING
MASONRY BEYOND
CONT 2x6 WD BLOCKING, FASTEN TO EXISTING
WINDOW FRAME AND
CENTER MULLION
SEALANT AT PERIMETER
OF METAL DECK (TYP)
ALIGN
2x6 WD BLOCKING, NOTCH AT
EXISTING WINDOW TRIM AND
FASTEN TO PERIMETER FRAME
AND CENTER MULLION
1/2" PLYWOOD, FASTEN TO 2x
BLOCKING, PAINT (BLACK)
FACES EXPOSED TO WINDOW
PRIOR TO INSTALLATION
EXISTING WINDOW SILL
EXISTING HISTORIC
BRICK WALL
CONT 2X6 WD BLOCKING
BEYOND
METAL CEILING JOIST -
SEE STRUCTURAL SHEETS
METAL DECK - SEE
STRUCTURAL SHEETS
FACE OF EXISTING
MASONRY BEYOND
EXISTING WINDOW
2x8 WD BLOCKING, NOTCH AT
EXISTING WINDOW TRIM AND
FASTEN TO PERIMETER FRAME
AND CENTER MULLION, PAINT
(BLACK) FACES EXPOSED TO
WINDOW SIDE PRIOR TO
INSTALLATION
EXISTING WINDOW SILL
EXISTING HISTORIC
BRICK WALL
J-BEAD (TYP)
SEALANT AT
PERIMETER OF METAL
DECK (TYP)
SEE FLOOR PLANS
FOR WALL TYPES
ALIGN
SATISFACTORY TO DATE
APPROVED
FOR COMMANDER NAVFAC
SEAL
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SHEET
NAVFAC DRAWING NO.
DESIGNER
DRAWN BY
CHECKED BY
OF
EPROJECT NO.:
D E
P A
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M E
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O F
T H
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DRAWFORM REVISION: 14 SEP 2023
DESIGN MANAGER
PROJECT MANAGER
FEAD/PM&E
FIRE PROTECTION
N A
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UNCLASSIFIED
UNCLASSIFIED
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ACTIVITY
1740579
T. CARLETON
L. LYONS
S. RUCINSKI
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3" = 1' - 0" 0 3" 6" 1'
GENERAL NOTES
GRAPHIC SCALE(S)
1. SEE SHEET AE001 FOR WALL TYPES.
2. SEE SHEET AE601 FOR DOOR SCHEDULE.
3. SEE SHEET AE602 FOR DOOR REPAIR AND RESTORATION
SCHEDULE.
SCALE: 3" = 1'-0" (AE411)
C1
ELEVATOR/FLOOR EXPANSION JOINT PLAN DETAIL 4
SCALE: 3" = 1'-0" (AE411)
C3
ELEVATOR/FLOOR EXPANSION JOINT PLAN DETAIL 5
SCALE: 3" = 1'-0" (AE411)
C4
ELEVATOR/FLOOR EXPANSION JOINT SECTION DETAIL 6
SCALE: 3" = 1'-0" (AE411)
B1
ELEVATOR/FLOOR EXPANSION JOINT SECTION DETAIL 7
SCALE: 3" = 1'-0" (AE411)
B4
ELEVATOR/FLOOR EXPANSION JOINT SECTION DETAIL 8
SCALE: 3" = 1'-0" (AE421)
A3
ELECTRICAL ROOM EXPANSION JOINT AT WINDOW DETAIL 1
SCALE: 3" = 1'-0" (AE421)
A1
ELECTRICAL ROOM EXPANSION JOINT AT WINDOW DETAIL 2
M A
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D E
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11 11
| Sheets |
| AD104 - SECOND FLOOR REMOVALS PLAN |
| AD105 - SECOND FLOOR MEZZANINE REMOVALS PLAN |
| AE104 - FIRST FLOOR MEZZANINE PART PLAN - WEST |
| AE105 - SECOND FLOOR PLAN |
| AE411 - ENLARGED ELEVATOR PLANS AND SECTIONS |
| AE441 - ENLARGED STAIR PLANS 2 |
| AE444 - STAIR DETAILS |
| AE511 - METAL PANEL DETAILS |
| AE530 - EXPANSION JOINT DETAILS 1 |
| AE531 - EXPANSION JOINT DETAILS 2 |
| AE601 - DOOR SCHEDULE AND DETAILS |
| AE640 - ROOM FINISH SCHEDULE |
| HM101 - FIRST FLOOR HAZARDOUS MATERIALS PART PLAN - EAST |
| SP101 - STRUCTURAL PROTECTION PART PLAN AND DETAILS |
File details come from the government source that posted it. Updated .