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
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
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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
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
/2
/2
:3
:5
P
M
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
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2 2 2
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5 5
5 5
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9 9
2 2
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5 5
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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
\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
:0
P
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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