About this file

This document is a material sampling plan and key plan drawing for a federal construction project at Carl Vinson VA Medical Center in Dublin, Georgia. The project, titled "Correct Critical Roof and Wall Deficiencies" (Project No. 557-21-103), is prepared by West Point Engineers LLC as the Architect/Engineer of Record and is dated May 6, 2024, at the 100% Bid Documents phase.

The drawing identifies 10 material sampling locations across multiple buildings and corridors within the medical center complex, documenting existing roof and wall conditions through detailed cross-sectional analysis. Samples reveal significant deficiencies including moisture saturation, delaminating plywood with rot, unbonded roofing materials, failed sealants, and compromised structural integrity in wood decking. Specific findings include Building 6 with spongy roofing and moisture-damaged decking, Building 10 with structural rot and framing degradation, and Building 7 with chemical failure in wall flashing sealants. The scope encompasses repairs to flat roofs with various compositions (tar build-up, TPO, torch-down materials), foam and fiber insulation replacement, wood deck restoration, and wall flashing sealant remediation across Buildings 1-4, 25-27, 29, 41, 62, and Corridors 2, 6, 7, and 9. This assessment documentation supports the bid phase for VA contract execution under the U.S. Department of Veterans Affairs.

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Text version

SLAB

SLAB

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CARL VINSON

VA MEDICAL

CENTER

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

CARL VINSON VA MEDICAL CENTER

1826 VETERANS BLVD., DUBLIN, GA 31021

CORRECT CRITICAL ROOF AND

WALL DEFICIENCIES

557-21-103

6-MAY-2024

100% BID DOCUMENTS

(502)890-2210 * WESTPOINTENGINEERS.COM

1941 BISHOP LANE, STE. 400 * LOUISVILLE KY 40218

SCMBVG

HA100

ALL

MATERIAL SAMPLING AREAS

CAMPUS SITE PLAN TEST AREASF1 1/64" = 1'-0"

LEGEND

IN CONTRACT / IN SCOPE

KEY PLAN

1. BUILDING 1 - FLAT

2. BUILDING 2 - FLAT

3. BUILDING 3 - FLAT

4. BUILDING 4 - FLAT

25. BUILDING 25 - FLAT

26. BUILDING 26 - FLAT

27. BUILDING 27 - FLAT

29. BUILDING 29 - FLAT

41. BUILDING 41 - FLAT

62. BUILDING 62 - FLAT

C2 CORRIDOR 2 - FLAT

C6 CORRIDOR 6 - FLAT

C7 CORRIDOR 7 - FLAT

C9 CORRIDOR 9 - FLAT

N

N

TRUE PLAN

C9

C9

C2

C7

C6

C6

1 4

SAMPLE TAKEN AT ROOF EDGE.

MATERIAL WAS DRY AND DECK WAS

IN GOOD CONDITION.

1" - STONE

5/8" - TAR BUILD UP

1" - FIBER INSULATION

1/4" - TAR MASTIC

CONCRETE DECK FLAT

2 SAMPLE TAKEN AT ROOF EDGE.

MATERIAL WAS DRY AND DECK WAS

IN GOOD CONDITION.

1/8" - TPO

2" FOAM INSULATION

3/8" - TAR MASTIC

3 SAMPLE TAKEN AT ROOF EDGE.

ROOFING WAS NOT BONDED TO

WOOD DECK

3/8" - TORCH DOWN

BUILD UP GRANULAR

ROOF

WOOD DECK - SLOPED

CONCRETE DECK FLAT

4 SAMPLE TAKEN AT ROOF EDGE.

MATERIAL WAS DRY AND DECK WAS

IN GOOD CONDITION.

1" - STONE

1" - TAR BUILD UP WITH

SEVERAL SEAL COATS

CONCRETE DECK FLAT

5 SAMPLE TAKEN AT WALL EDGE.

MATERIAL WAS SATURATED WITH

WATER. DECK WAS IN GOOD

CONDITION.

CONCRETE DECK FLAT

1/8" - TPO

2" FOAM INSULATION

3/8" - TAR MASTIC

6 SAMPLE TAKEN CENTER OF ROOF.

ROOF WAS SPONGY TO WALK ON.

DECKING HAD MOISTURE PRESENT

AS WELL AS ROT WAS PRESENT IN

PLYWOOD WITH DELAMINATING

LAYERS IN SAMPLE CORE.

WOOD DECK - SLOPED

1" - STONE

1/4" - TAR BUILD UP

1" - FIBER INSULATION

FELT BARRIER SHEET

SEALANT SAMPLE TAKEN FROM WALL FLASHING. OUTER SEALANTS CURRENT

STATE IS IN FAILURE WITH SEVER WEATHERING. INNER SEALANT DISPLAYED

CHEMICAL FAILURE.

8 SAMPLE TAKEN AT CENTER OF ROOF

STONE CAP HAS BEEN SEALED

SEVERAL TIMES AND IS FULLY

BONDED TO THE BUILDUP. WOOD IS 1

X 8 TONGUE AND GROVE (T&G)

1" - BUILD UP / STONE CAP

WOOD DECK - SLOPED

TAR SAMPLE TAKEN FROM SURFACE OF SLATE AT AN APPARENT ATTEMPT TO

PATCH OR PATCHES OF AN LEAK. THIS REPAIR WAS FOR THE BUILD UP ROOF

AND SLATE TRANSITION.

OBSERVATION 1 X 8 SLAT BOARDS WITH 3" +/- OPEN AIR SPACING IS PRESENT

AND ROOFING BACK SIDES ARE VISIBLE AND IS NORMAL FOR TIME PERIOD

CONSTRUCTION. ATTIC WAS VENTILATED. FRAMING AND DECKING ROT IS

PRESENT.

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