Amendment A00006 Rev DWGs_Part5.pdf

PDF 3 MB Posted

Attached to
Z1DA--Correct Water Infiltration 610-20-102 Federal contract opportunity
Solicitation number
36C25022B0009
Issued by
Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 10

About this file

This package includes construction drawings and specifications for a roof replacement project. The contractor shall provide all labor, materials, equipment and supervision to complete correct water infiltration at buildings 3 and 4 of the Northern Indiana VA Medical Center in Marion, Indiana in accordance with drawings AE203, AE204, and specifications. Work includes removing and replacing asphalt shingles with new stone coated steel shingles, box gutters, roof hatches, sheathing and insulation as needed. Additional work comprises tuckpointing and replacing damaged brick, installing new step and base flashings, cleaning effloresence, and replacing standing seam metal roofs with new copper colored panels and associated gutters and downspouts. The solicitation is issued by the Department of Veterans Affairs for project number 610-20-102 under solicitation number 36C25022B0009.

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Other files for this federal contract opportunity

Other files attached to Z1DA--Correct Water Infiltration 610-20-102, newest first.
File Type Posted
Amendment A00006 Rev DWGs_Part7.pdf PDF
Amendment A00006 Rev DWGs_Part1.pdf PDF
Amendment A00006 Rev DWGs_Part4.pdf PDF
Amendment 0006 Summary.docx DOCX document
Amendment A00006 Rev DWGs_Part8.pdf PDF
Amendment36C25022B0009 A00006.pdf PDF
Amendment A00006 Rev DWGs_Part6.pdf PDF
Amendment A00006 Rev DWGs_Part3.pdf PDF
Amendment A00006 Rev DWGs_Part2.pdf PDF
Amendment36C25022B0009 A00005.pdf PDF
610-20-102 Correct Water Infiltration pre bid site visit attendance.pdf PDF
Amendment 36C25022B0009 A00004.pdf PDF
Amendment 00002 Summary.pdf PDF
2022-0427_Correct Water Infiltration AMEND 00001 DWGs_Part1.pdf PDF
2022-0427_Correct Water Infiltration AMEND 00001 DWGs_Part5.pdf PDF
2022-0427_Correct Water Infiltration AMEND 00001 DWGs_Part6.pdf PDF
2022-0427_Correct Water Infiltration AMEND 00001 DWGs_Part2.pdf PDF
Amendment A00003.docx DOCX document
2022-0427_Correct Water Infiltration AMEND 00001 DWGs_Part4.pdf PDF
2022-0427_Correct Water Infiltration AMEND 00001 DWGs_Part3.pdf PDF
Amendment A00002 36C25022B0009.pdf PDF
Amendment A00002 - RFI Responses.docx DOCX document
36C25022B0009 Amendment A00001.pdf PDF
610-20-102 Correct Water Infiltration - spec.pdf PDF
Contractor Certification Regarding Safety and Environmental.pdf PDF
36C25022B0009 Solicitation.pdf PDF
610-20-102 Correct Water Infiltration - comb dwgs.pdf PDF
Wage Determination.txt TXT text file
RFI Form.doc DOC document
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Text version

TYP.

TYP.

TYP. TYP.

TYP.

TYP.

TYP.

5 5

TYP.TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

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:5 AE203

:5 AE203 :6 AE203

:6 AE203

4 4

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

148 88

BRICK TO BE CLEANED AND TUCK-POINTED - 710 SF - BUILDING 3

BRICK TO BE REMOVED AND REPLACED - 70 SF - BUILDING 3

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

DRAWING OF 24

C U s e rs

\n a te m

\O n e

D ri v e \D o c u m e n ts

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E

M a ri o n

W a te r

In fi lt ra ti o n

B n a te

.m o u ld s .r v t

/1

/2

:0

:1

A

M

AE203

BUILDING 3 - ELEVATIONS

03/11/2021 PQ BL

MARION, INDIANA

#610-20-102CONSTRUCTION

DOCUMENTS

CORRECT WATER

INFILTRATION

1/8" = 1'-0"

EAST ELEVATION

1/8" = 1'-0"

WEST ELEVATION

1/8" = 1'-0"

NORTH ELEVATION

1/8" = 1'-0"

SOUTH ELEVATION

1 REMOVE EXISTING ASPHALT SHINGLES AND UNDERLAYMENT - REPLACE WITH

NEW STONE COATED STEEL SHINGLES OVER #30 FELT UNDERLAYMENT OVER

EXISTING SHEATHING. REPLACE SHEATHING AND INSULATION WHERE

DAMAGED - ASSUME 10% SHEATHING AND INSULATION REPLACEMENT AT

RAFTERS - SEE SECTIONS AND DETAILS ON AE501 AND AE502.

2 REPLACE EXISTING BOX GUTTER - INSTALL NEW METAL GUTTER BOX, PEEL &

SEAL LINER, AND METAL CORNICE PROFILE AND ASSOCIATED BLOCKING,

TYPICAL UNLESS NOTED OTHERWISE - SEE DETAILS ON AE501 AND AE502.

3 REMOVE EXISTING ROOF HATCH - PATCH OPENING WITH WOOD FRAMING AND

SHEATHING - PREPARE TO RECEIVE NEW SHINGLES.

4 REMOVE EXISTING LOOSE OR RECEDING MORTAR FROM JOINT - TUCKPOINT

WITH NEW MORTAR - STAIN ALL NEW MORTAR TO MATCH EXISTING COLOR.

5 RIDGE CAP BY SHINGLE MANUFACTURER TO MATCH ADJACENT SHINGLES -

TYPICAL.

6 EXISTING CORNICE WORK TO REMAIN - PAINT TO MATCH NEW CORNICE WORK.

7 NEW STEP FLASHING AT ROOF AND WALL INTERSECTION

8 NEW BASE FLASHING

9 REMOVE EXISTING DAMAGED BRICK - REPLACE WITH NEW BRICK TO MATCH

EXISTING IN SIZE, COLOR, AND SURFACE - STAIN ALL NEW MORTAR TO MATCH

EXISTING COLOR.

10 REMOVE EFFLORESCENCE WITH AN ACIDIC CLEANER - DO NOT USE MURIATIC

ACID.

11 EXISTING PORCH ROOF TO REMAIN.

12 NEW 3"X4" COPPER COLOR DOWNSPOUT TO EXISTING BOOT.

13 REMOVE AND REPLACE EXISTING METAL ROOF WITH NEW STANDING SEAM

METAL ROOF - COLOR: COPPER.

15 NEW GUTTER FORMED FROM SAME MATERIAL AS ROOF PANELS - COLOR:

COPPER

16 INSTALL CLAMP-TO-SEAM SNOW GUARDS AT 24" AND 36" FROM FASCIA BOARD -

16" O.C. - COLOR: COPPER TO MATCH ROOFING MATERIAL.

A. THE ROOFING SYSTEM SHALL BE COMPLETELY WATERTIGHT AT THE END OF EACH DAY’S

CONSTRUCTION ACTIVITY. IF TEMPORARY ROOFING STRATEGIES ARE USED, MATERIALS

INSTALLED SHALL SERVE THE SAME FUNCTION AS EXISTING MATERIALS AND WILL BE

COMPATIBLE WITH EXISTING ROOF SYSTEM.

B. CONTRACTOR SHALL RELOCATE EXISTING SURFACE-MOUNTED LIGHTNING PROTECTION

SYSTEM AS NEEDED. REINSTALL SYSTEM AT COMPLETION OF ROOF WORK IN EACH ROOF

AREA. CONTRACTOR SHALL RECERTIFY ENTIRE LIGHTNING PROTECTION SYSTEM AT

CONCLUSION OF PROJECT.

C. NOTE REMOVED.

D. EXISTING PLUMBING VENTS ARE NOT SHOWN ON ROOF PLAN BUT SHALL BE INCLUDED IN THE

PROJECT BID AND COMPLETED ACCORDING TO DETAILS AND/OR ROOFING SYSTEM

REQUIREMENTS.

E. ALL DOORS AND WINDOWS ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE.

D R A W I N G N O T E S

G E N E R A L N O T E S

1/8" = 1'-0"

Elevation 2 - a 1/8" = 1'-0"

Elevation 1 - c

No. Revisions: Date:

1 ADDENDUM 001 04/27/2022

TYP.

TYP.

TYP.

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10 11

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2 2 2

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7 7 7

6 6

9 9

2 2

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6 6

9 9

10 10 10 10 4 4

1212 1212

14 14

BRICK TO BE CLEANED AND TUCK-POINTED - 60 SF - BUILDING 4

BRICK TO BE REMOVED AND REPLACED - 120 SF - BUILDING 4

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

DRAWING OF 24

C U s e rs

\n a te m

\O n e

D ri v e \D o c u m e n ts

\F F

E

M a ri o n

W a te r

In fi lt ra ti o n

B n a te

.m o u ld s .r v t

/1

/2

:2

:2

A

M

AE204

BUILDING 4 - ELEVATIONS

03/11/2021 PQ BL

MARION, INDIANA

#610-20-102CONSTRUCTION

DOCUMENTS

CORRECT WATER

INFILTRATION

1/8" = 1'-0"

EAST ELEVATION

1/8" = 1'-0"

WEST ELEVATION

1/8" = 1'-0"

NORTH ELEVATION

1/8" = 1'-0"

SOUTH ELEVATION

1 REMOVE EXISTING ASPHALT SHINGLES AND UNDERLAYMENT - REPLACE WITH

NEW STONE COATED STEEL SHINGLES OVER #30 FELT UNDERLAYMENT OVER

EXISTING SHEATHING. REPLACE SHEATHING AND INSULATION WHERE

DAMAGED - ASSUME 10% SHEATHING AND INSULATION REPLACEMENT AT

RAFTERS - SEE SECTIONS AND DETAILS ON AE501 AND AE502.

2 REPLACE EXISTING BOX GUTTER - INSTALL NEW METAL GUTTER BOX, PEEL &

SEAL LINER, AND METAL CORNICE PROFILE AND ASSOCIATED BLOCKING,

TYPICAL UNLESS NOTED OTHERWISE - SEE DETAILS ON AE501 AND AE502.

3 REMOVE EXISTING ROOF HATCH - PATCH OPENING WITH WOOD FRAMING AND

SHEATHING - PREPARE TO RECEIVE NEW SHINGLES.

4 REMOVE EXISTING LOOSE OR RECEDING MORTAR FROM JOINT - TUCKPOINT

WITH NEW MORTAR - STAIN ALL NEW MORTAR TO MATCH EXISTING COLOR.

5 RIDGE CAP BY SHINGLE MANUFACTURER TO MATCH ADJACENT SHINGLES -

TYPICAL.

6 PROTECT EXISTING DOWNSPOUT DURING ALL PHASES OF CONSTRUCTION.

7 EXISTING DOWNSPOUT BOOT TO REMAIN.

8 EXISTING CORNICE WORK TO REMAIN - PAINT TO MATCH NEW CORNICE WORK.

9 NEW STEP FLASHING AT ROOF AND WALL INTERSECTION

10 REMOVE EXISTING DAMAGED BRICK - REPLACE WITH NEW BRICK TO MATCH

EXISTING IN SIZE, COLOR, AND SURFACE - STAIN ALL NEW MORTAR TO MATCH

EXISTING COLOR.

11 EXISTING PORCH ROOF TO REMAIN.

12 NEW BASE FLASHING

13 REMOVE AND REPLACE EXISTING METAL ROOF WITH NEW STANDING SEAM

METAL ROOF - COLOR: COPPER.

14 NEW 3"X4" COPPER COLOR DOWNSPOUT TO EXISTING BOOT.

15 NEW GUTTER FORMED FROM SAME MATERIAL AS ROOF PANELS - COLOR:

COPPER

A. THE ROOFING SYSTEM SHALL BE COMPLETELY WATERTIGHT AT THE END OF EACH DAY’S

CONSTRUCTION ACTIVITY. IF TEMPORARY ROOFING STRATEGIES ARE USED, MATERIALS

INSTALLED SHALL SERVE THE SAME FUNCTION AS EXISTING MATERIALS AND WILL BE

COMPATIBLE WITH EXISTING ROOF SYSTEM.

B. CONTRACTOR SHALL RELOCATE EXISTING SURFACE-MOUNTED LIGHTNING PROTECTION

SYSTEM AS NEEDED. REINSTALL SYSTEM AT COMPLETION OF ROOF WORK IN EACH ROOF

AREA. CONTRACTOR SHALL RECERTIFY ENTIRE LIGHTNING PROTECTION SYSTEM AT

CONCLUSION OF PROJECT.

C. NOTE REMOVED.

D. EXISTING PLUMBING VENTS ARE NOT SHOWN ON ROOF PLAN BUT SHALL BE INCLUDED IN THE

PROJECT BID AND COMPLETED ACCORDING TO DETAILS AND/OR ROOFING SYSTEM

REQUIREMENTS.

E. ALL DOORS AND WINDOWS ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE.

D R A W I N G N O T E S

G E N E R A L N O T E S

No. Revisions: Date:

1 ADDENDUM 001 04/27/2022

07.15_AE203 - BUILDING 3 - ELEVATIONS
AE203 - BUILDING 3 - ELEVATIONS

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