AE401 Plan Details.pdf

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Attached to
Z2NB--657A5-22-103, Replace Air Handlers in Building 1, MRN
Solicitation number
36C25526R0068_1
Issued by

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Written by GovTribe AI ·

This is an architectural drawing detail sheet from the U.S. Department of Veterans Affairs Office of Construction and Facilities Management for a building envelope replacement project. The drawing is titled "Replace Air Handlers in Building 1" for the VAMC Marion, IL facility, with project number 675A5-22-103 and drawing number AE401. The document is dated 03-07-2025 with Addendum No. 1 issued on 03-13-2026.

The drawing presents three plan detail sections at a 3" = 1'-0" scale showing wall assembly construction specifications at different locations: a mid-beam cut detail, two corner plan details (one at mid-beam and one 24" above grating). Each detail illustrates the layered wall construction incorporating 5/8" weather-resistant gypsum sheathing, 3" metal studs, metal wall panels, 1.5" rigid insulation (R-7.5 value), backrod and sealant at joints, and connections to structural steel beams and columns. The details specify the 3 1/4" face of stud dimension and include references to structural drawings. The project location is listed as 512 Means St NW, Suite 400, Atlanta, GA 30318, and the structure is identified as fully sprinklered. The consultant on the project is Toland Miller Molnar, with the sheet prepared by SJ/KB and checked by the Architect/Engineer of Record.

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Other files

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RFIs for VA Marion 657-22-103 Replace Air Handler in B1 to VA.pdf PDF
S04 PreProposal Conference Site Visit Agenda.doc DOC document
36C25526R0068 Amend 0001.pdf PDF
36C25526R0068.pdf PDF
2026-03-13 Addendum No. 1.pdf PDF
Att. to RFI 7 - Preconstruction TAB Report.pdf PDF
657A5-22-103 Pre-Bid Sign In Sheet.pdf PDF
Final Specifications V1.pdf PDF
P09 Final Drawings 01312026.pdf PDF
Final Specifications V2.pdf PDF
S02 36C25526R0068 - Solicitation.docx DOCX document
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I.3

5/8" WEATHER RESISTANCE

GYP. SHEATHING

3" METAL STUDS

METAL WALL PANELS

1 1/2" RIGID INSULATION, R-7.5

BACKROD

SEALANT

WEB OF STEEL BEAM -

SEE STRUCTURAL

FLANGE OF STEEL BEAM -

SEE STRUCTURAL

WEB OF STEEL BEAM

FLANGE OF STEEL BEAM

3 1/4"FACE OF STUD

I.3

5/8" FRT PLYWOOD5/8" WEATHER RESISTANCE

GYP. SHEATHING

(2) 3" METAL BOXED STUDS

METAL WALL PANELS

1 1/2" RIGID INSULATION, R-7.5

STEEL TUBE COLUMN -

SEE STRUCTURAL

6" COLD FORMED METAL FRAMING -

SEE STRUCTURAL

3 1/4"FACE OF STUD

I.3

5/8" WEATHER RESISTANCE

GYP. SHEATHING

3" METAL STUDS

METAL WALL PANELS

1 1/2" RIGID INSULATION, R-7.5

BACKROD

SEALANT

WEB OF STEEL BEAM -

SEE STRUCTURAL

FLANGE OF STEEL BEAM -

SEE STRUCTURAL

WEB OF STEEL BEAM -

SEE STRUCTURAL

FLANGE OF STEEL BEAM -

SEE STRUCTURAL

(2) 3" METAL BOXED STUDS

3 1/4"FACE OF STUD

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

DATE:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

BID DOCUMENTS

512 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 400

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

PA SJ/KB

REPLACE AIR HANDLERS IN BUILDING 1 675A5-22-103

VAMC MARION, IL

03-07-2025REVISIONS:

03-13-2026ADDENDUM NO. 1

PLAN DETAILS

AE401

3" = 1'-0"AE401

1 PLAN DETAIL (CUT @ MID-BEAM)

3" = 1'-0"AE401

3 CORNER PLAN DETAIL (CUT 24" ABOVE GRATING)

3" = 1'-0"AE401

2 CORNER PLAN DETAIL (CUT @ MID-BEAM)

SCALE:

0' 2" 4" 8" 1'

3" = 1' - 0" sjeffries Snapshot

Sheets
AE401 - PLAN DETAILS

File details come from the government source that posted it. Updated .