2022-0427_Correct Water Infiltration AMEND 00001 DWGs_Part5.pdf

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Attached to
Z1DA--Correct Water Infiltration 610-20-102
Solicitation number
36C25022B0009
Issued by

About this file

This document package includes construction drawings and specifications for a federal construction contract opportunity with the Department of Veterans Affairs. The contractor shall provide all labor, materials, equipment and supervision necessary to complete a Correct Water Infiltration project at the Northern Indiana VA Medical Center in Marion, Indiana. The scope of work involves replacing roofing on multiple buildings, including removing existing asphalt shingles and installing new stone coated steel shingles. It also requires repairs to brickwork, flashing, gutters, downspouts and other roof elements as shown in the construction drawings. Bidders should refer to the drawings, specifications and statement of work for full project requirements.

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TYP.

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10 10

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4 11

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6 6

TYP. TYP.

3 3

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6 6

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99 99

BRICK TO BE CLEANED AND TUCK-POINTED - 350 SF - BUILDING 5

BRICK TO BE REMOVED AND REPLACED - 40 SF - BUILDING 5

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

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C U s e rs

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AE205

BUILDING 5 - 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 NEW 3"X4" COPPER COLOR DOWNSPOUT TO EXISTING BOOT.

6 EXISTING DOWNSPOUT BOOT TO REMAIN.

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

8 NEW STEP FLASHING AT ROOF AND WALL INTERSECTION

9 NEW BASE FLASHING

10 RIDGE CAP BY SHINGLE MANUFACTURER TO MATCH ADJACENT SHINGLES -

TYPICAL.

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

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

EXISTING COLOR.

12 REMOVE EXISTING CONCRETE CAP AND REPLACE WITH PRECAST CONCRETE

CAP TO MATCH EXISTING.

13 REMOVE LOOSE FACE OF LIMESTONE LINTEL - SEAL AND STAIN TO MATCH

ADJACENT LIMESTONE LINTEL IN COLOR.

14 EXISTING PORCH ROOF TO REMAIN.

15 REMOVE AND REPLACE EXISTING METAL ROOF WITH NEW STANDING SEAM

METAL ROOF - 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

No. Revisions: Date:

1 ADDENDUM 001 04/27/2022

TYP.

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2 2 2

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5 5

5 5

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TYP.

9 9

2 2

TYP. TYP.

5 5

TYP.

TYP.

TYP.

9 9

10 10

13 1414

1616 1616

BRICK TO BE CLEANED AND TUCK-POINTED - 125 SF - BUILDING 6

BRICK TO BE REMOVED AND REPLACED - 55 SF - BUILDING 6

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

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M

AE206

BUILDING 6 - ELEVATIONS

03/11/2021 PQ BL

MARION, INDIANA

#610-20-102CONSTRUCTION

DOCUMENTS

CORRECT WATER

INFILTRATION

1/8" = 1'-0"

B6 - EAST ELEVATION

1/8" = 1'-0"

B6 - WEST ELEVATION

1/8" = 1'-0"

B6 - NORTH ELEVATION

1/8" = 1'-0"

B6 - 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 PROTECT EXISTING DOWNSPOUT DURING ALL PHASES OF CONSTRUCTION.

6 EXISTING DOWNSPOUT BOOT TO REMAIN.

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

8 RIDGE CAP BY SHINGLE MANUFACTURER TO MATCH ADJACENT SHINGLES -

TYPICAL.

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 REMOVE EFFLORESCENCE WITH AN ACIDIC CLEANER - DO NOT USE MURIATIC

ACID.

12 EXISTING PORCH ROOF TO REMAIN.

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

COPPER

14 REMOVE AND REPLACE EXISTING METAL ROOF WITH NEW STANDING SEAM

METAL ROOF - COLOR: COPPER.

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

16 NEW BASE FLASHING

17 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

No. Revisions: Date:

AE501

TYP. TYP.

2 2

7 7

3 33

AE501

7 7

91 1

TYP. TYP.

11 1

2 2

4 4

7 7 7 7

AE501

2 2

9 3

BRICK TO BE CLEANED AND TUCK-POINTED - 50 SF - BUILDING 15

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

/2

/2

:3

:1

P

M

AE207

BUILDING 15 - ELEVATIONS

03/11/2021 PQ BL

MARION, INDIANA

#610-20-102CONSTRUCTION

DOCUMENTS

CORRECT WATER

INFILTRATION

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 EXISTING METAL ROOF TO REMAIN - PREPARE SURFACE AND APPLY 3-PLY

SELF-ADHERED SBS MODIFIED BITUMIN MEMBRANE TO EXTENT OF METAL

ROOF AND EXTEND 24" UP ADJACENT ROOF SLOPE. INSTALL NEW

BLOCKING WHERE REQUIRED. SEE DETAIL 9/AE501.

3 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.

4 PROTECT EXISTING DOWNSPOUT DURING ALL PHASES OF CONSTRUCTION.

5 REPLACE EXISTING DORMER LOUVER WITH NEW LOUVER - SEE SECTIONS

AND DETAILS.

6 REMOVE EXISTING LOOSE OR RECEDING MORTAR FROM JOINT -

TUCKPOINT WITH NEW MORTAR - STAIN ALL NEW MORTAR TO MATCH

EXISTING COLOR.

7 EXISTING DOWNSPOUT BOOT TO REMAIN.

8 EXISTING ROOF HATCH TO REMAIN.

9 NEW EXPANSION JOINT AT EXISTING LOCATION - DETAILS PER SHINGLE

MANUFACTURER.

10 PROVIDE NEW STEP FLASHING AT INTERSECTION WITH WALL.

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. NOTED 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. MISCELLANEOUS MECHANICAL, PLUMBING, OR ELECTRICAL PENETRATIONS THRU ROOF MAY

NOT BUT SHOWN BUT SHALL BE INCLUDED IN THE PROJECT BID AND COMPLETED

ACCORDING TO ROOFING SYSTEM REQUIREMENTS. COORDINATE REMOVAL WITH NEW

WORK PLANS AND SECTIONS. ALL PENETRATIONS SHALL BE FLASHED AND MAINTAIN

WATERTIGHTNESS THROUGHOUT COMPLETION OF CONSTRUCTION.

F. EXISTING STRUCTURAL AND FRAMING MEMBERS 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

SCALE: 1/8" = 1'-0"

BUILDING 15 - NORTH ELEVATION

SCALE: 1/8" = 1'-0"

BUILDING 15 - EAST ELEVATION

SCALE: 1/8" = 1'-0"

BUILDING 15 - SOUTH ELEVATION

SCALE: 1/8" = 1'-0"

BUILDING 15 - WEST ELEVATION

No. Revisions: Date:

07.17_AE205 - BUILDING 5 - ELEVATIONS
AE205 - BUILDING 5 - ELEVATIONS
07.18_AE206 - BUILDING 6 - ELEVATIONS
AE206 - BUILDING 6 - ELEVATIONS
07.19_AE207 - BUILDING 15 - ELEVATIONS
AE207 - BUILDING 15 - ELEVATIONS
AE101 - BUILDING 1 - ROOF PLAN
AE101 - BUILDING 1 - ROOF PLAN

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