Attachment - II - REPAIR EXTERIOR WALLS DWGS SH 11-14 02.pdf
PDF 20 MB Posted
- Attached to
- Y1DA--Repair Exterior Walls
- Solicitation number
- 36C25022B0026
About this file
This document provides details for a federal contract solicitation to repair exterior walls at a Veterans Affairs facility. The solicitation number is 36C25022B0026 and concerns repairs to exterior walls at the Veterans Integrated Service Network 10 facility. Interested parties should respond with proposals by the date listed on the solicitation. The work involves repairing exterior walls and is being conducted by the Department of Veterans Affairs Veterans Health Administration. Proposals should include pricing and capability statements for the specified repair work.
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Text version
FIRST FLOOR
846' - 11"
SECOND FLOOR
860' - 5"
ROOF
882' - 6 1/2"
THIRD FLOOR
872' - 3"
6 1 L.F. 6 1 L.F. 6 1 L.F. 6 1 L.F.
10 4 S.F.
10 6 S.F.
142 L.F.
115 L.F.
(INTERIOR
STAIR
WALL)
1 42 L.F.
2 2 S.F.
P1
P2
P3/P9
P4
P5/P7
P6
P8
P2 P2 P2
P10
TYP.
TYP.
TYP.
TYP.
TYP.
NOTE:
NOT ALL KEYNOTES ARE USED ON EVERY SHEET. OTHER NOTE NOT
USED ON THIS SHEET MAY OCCUR ON OTHER SHEETS.
SCALE: 1/8" = 1'-0"
16.AS402
EAST ELEVATION
SCALE: NTS
P2 - PHOTO 02
SCALE: NTS
P1 - PHOTO 01
SCALE: NTS
P8 - PHOTO 08
SCALE: NTS
P4 - PHOTO 04
SCALE: NTS
P7 - PHOTO 07
SCALE: NTS
P5 - PHOTO 05
SCALE: NTS
P6 - PHOTO 06
SCALE: NTS
P3 - PHOTO 03
SCALE: NTS
P9 - PHOTO 09
SCALE: NTS
P10 - PHOTO 10
GENERAL CONSTRUCTION NOTES
1. AREAS SHOWN FOR REPAIR HAVE BEEN PRIORITIZED. NOT ALL DAMAGED AREAS ARE SHOWN
TO BE REPAIRED. THE INTENT OF THE DOCUMENTS ARE TO REPAIR THE EXTERIOR WALLS
WHERE THE MOST CRITICAL DAMAGE IS OBSERVED. FIELD VERIFY CONDITIONS OF AREAS
SHOWN FOR REPAIR AND NOTIFY THE COR OF ANY MAJOR DISCREPENCIES.
2. CONTRACTOR TO COORDINATE ALL WORK BETWEEN TRADES.
3. INSTALL PRODUCTS PER MANUFACTURER’S WRITTEN INSTRUCTIONS.
4. ALL CONTRACTORS ARE RESPONSIBLE FOR CLEANING SITE TO THE BEST OF THEIR ABILITIES
AT THE END OF EACH WORK DAY.
5. PROTECT ALL AREAS BELOW AND SURROUNDING THE AREA UNDER CONSTRUCTION. ALL
CONTRACTORS ARE RESPONSIBLE FOR ANY DAMAGES CAUSED BY THEM DURING THE
CONSTRUCTION PROCESS. IN THE EVENT OF ANY DAMAGES CONTRACTOR IS TO CONTACT
THE OWNER IMMEDIATELY PRIOR TO THE END OF THE DAY OF CONSTRUCTION.
6 CONTRACTOR TO REMOVE EXTERIOR BUILDING SIGNAGE BELOW, ABOVE OR ADJACENT TO
THE AREA OF WORK, WHEREVER THE SIGNAGE COULD BE AFFECTED BY THE CONSTRUCTION
OPERATIONS. RE-INSTALL UPON COMPLETION OF THE WORK.
1 REMOVE, PREP AREA, AND REPLACE BRICK MORTAR JOINT, SHOWN IN LINEAR
FEET. MATCH EXISTING MORTAR JOINT EXACT.
2 REMOVE, PREP AREA, AND REPLACE EXISTING DISPLACED BRICK. IF DAMAGED
DURING CONSTRUCTION OPERATIONS, REPLACE WITH NEW BRICK. BRICK
AND MORTAR JOINT TO MATCH EXISTING EXACT.
3 REMOVE EFFLORESCENCE FROM MASONRY PRIOR TO FINAL CLEANING. AREA
SHOWN IN SQUARE FEET.
4 REMOVE, PREP AREA AND REPLACE SEALANT. SHOWN IN LINEAR FEET. REFER
TO SPECIFICATIONS.
5 REMOVE LOOSE LINTEL COMPLETE. REPLACE WITH GALVANIZED LINTEL,
PAINTED TO MATCH EXISTING. FIELD VERIFY EXACT SIZE.
6 REMOVE, PREP AREA AND REPLACE STONE MORTAR JOINT, SHOWN IN LINEAR
FEET. MATCH EXISTING MORTAR JOINT EXACT.
7 REMOVE, PREP AREA AND REPLACE SEALANT, ADD BACKER ROD. SHOWN IN
LINEAR FEET. REFER TO SPECIFICATIONS.
8 REMOVE EXISTING CONCRETE CAP AND REPLACE WITH PRECAST CONCRETE
CAP TO MATCH EXISTING EXACT. FIELD VERIFY MEASUREMENTS.
9 CLEAN, PREP, AND PAINT EXISTING STEEL LINTEL. SHOWN IN LINEAR FEET. FIELD
VERIFY MEASUREMENTS. LEAD PAINT TO BE ABATED PER SPECIFICATIONS.
10 REMOVE BROKEN OR DAMAGED BRICK. REPLACE WITH NEW BRICK. BRICK
AND MORTAR JOINT TO MATCH EXISTING EXACT.
11 REMOVE DAMAGED OR BROKEN STONE LINTEL AND REPLACE WITH NEW
STONE LINTEL. MATCH STONE AND MORTAR JOINT COMPLETE. FIELD VERIFY
STONE SIZE.
12 REMOVE DAMAGED OR BROKEN STONE SILL AND REPLACE WITH NEW STONE
SILL TO MATCH EXISTING.
13 REMOVE DAMAGED STONE. REPLACE WITH NEW STONE. NEW STONE AND
MORTAR JOINT TO MATCH EXISTING EXACT.
14 PATCH AND REPAIR LIMESTONE. MATCH EXISTING COLOR EXACT. FIELD
VERIFY.
15 REMOVE A PORTION OF THE DAMAGED LIMESTONE. PREP AND INSTALL
LIMESTONE PATCH.
16 CLEAN, PREP, AND PAINT EXPOSED STEEL REBAR. CHIP OUT CONCRETE TO
REMOVE LOOSE OR FLAKING MATERIAL. PATCH CONCRETE TO MATCH
EXISTING. FIELD VERIFY.
EXTERIOR ELEVATION NOTES
17 THOROUGHLY CLEAN LIMESTONE. REFER TO SPECIFICATIONS.
18 PATCH / REPAIR CONCRETE. PREP DAMAGED AREA AS NEEDED INCLUDING
REMOVING CONCRETE TO PROVIDE A PROPER SURFACE TO ACCEPT THE
CONCRETE PATCH MATERIAL. 1" "V" SHAPE (ROUGH) MINIMUM AREA
REQUIRED.
19 INSTALL SEALER TO CONCRETE TO PROTECT FROM SALT. FOLLOW
MANUFACTURER INSTRUCTIONS FOR APPLICATION REQUIREMENTS.
20 CUT IN 1/2" EXPANSION JOINT THROUGH BRICK VENEER. SEAL JOINT WITH
SEALANT PER SPECIFICATIONS.
21 REMOVE (ABATE PER SPECIFICATIONS 02 08333.13) WINDOW PERIMETER
SEALANT / CAULK AT ALL EXTERIOR OPENINGS, DOORS AND WINDOWS 100%.
ALL OPENINGS WHETHER OR NOT THE NOTE IS SHOWN.
SPECIFICALLY THE JOINT WHERE THE WINDOW / DOOR MEETS THE EXTERIOR
CLADDING (BRICK / STONE). REPLACE WITH NEW AS SPECIFIED.
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
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
All Concepts, ideas, design elements, plans, and details as shown on this document are the sole property of Viridian Architectural
Design, Inc. and shall not be used for any purpose without prior expressed written consent. The Owner shall be permitted to retain copies for information and reference.
Viridian Architectural Design, Inc.
2020 E. Washington Boulevard Suite 200 Fort Wayne, Indiana 46803
PH: 260.424.4830
www.viridian-design.net
FINAL BID
DOCUMENTS
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16.AS402
BUILDING 16 EAST ELEVATION REPAIR EXTERIOR WALLS,
MARION
MARION VAMC
610-21-208
Building 16
08/09/2021 TWT JMP
LEGEND
P1 : PHOTO 01
S.F. : SQUARE FEET
L.F. : LINEAR FEET
Revisions: Date:
SECOND FLOOR
860' - 5"
ROOF
882' - 6 1/2"
THIRD FLOOR
872' - 3"1 2 L.F.
2 6 S.F.1 28 L.F. 1 28 L.F. 1 28 L.F.
1 56 L.F.
130 L.F.
1 14 L.F.
1 30 L.F.
1 14 L.F.
1 56 L.F.
1 14 L.F.
1 30 L.F.
1 56 L.F.
2 8 S.F.
2 4 S.F.
24 S.F.
22 S.F. 2 2 S.F.
9 9
P1 P2 P3
P4
P5
P6
P7
P8
P9
P16
P10 P13
P11 P12
6 6 L.F.
P12
P14
P15
55' - 0"
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
NOTE:
NOT ALL KEYNOTES ARE USED ON EVERY SHEET. OTHER NOTE NOT
USED ON THIS SHEET MAY OCCUR ON OTHER SHEETS.
SCALE: 1/8" = 1'-0"
16.AS403
SOUTH ELEVATION
SCALE: NTS
P1 - PHOTO 01
SCALE: NTS
P2 - PHOTO 02
SCALE: NTS
P3 - PHOTO 03
SCALE: NTS
P4 - PHOTO 04
SCALE: NTS
P5 - PHOTO 05
SCALE: NTS
P6 - PHOTO 06
SCALE: NTS
P7 - PHOTO 07
SCALE: NTS
P8 - PHOTO 08
SCALE: NTS
P9 - PHOTO 09
SCALE: NTS
P16 - PHOTO 16
SCALE: NTS
P11 - PHOTO 11
SCALE: NTS
P12 - PHOTO 12
SCALE: NTS
P10 - PHOTO 10
SCALE: NTS
P13 - PHOTO 13
SCALE: NTS
P15 - PHOTO 15
SCALE: NTS
P14 - PHOTO 14
GENERAL CONSTRUCTION NOTES
1. AREAS SHOWN FOR REPAIR HAVE BEEN PRIORITIZED. NOT ALL DAMAGED AREAS ARE SHOWN
TO BE REPAIRED. THE INTENT OF THE DOCUMENTS ARE TO REPAIR THE EXTERIOR WALLS
WHERE THE MOST CRITICAL DAMAGE IS OBSERVED. FIELD VERIFY CONDITIONS OF AREAS
SHOWN FOR REPAIR AND NOTIFY THE COR OF ANY MAJOR DISCREPENCIES.
2. CONTRACTOR TO COORDINATE ALL WORK BETWEEN TRADES.
3. INSTALL PRODUCTS PER MANUFACTURER’S WRITTEN INSTRUCTIONS.
4. ALL CONTRACTORS ARE RESPONSIBLE FOR CLEANING SITE TO THE BEST OF THEIR ABILITIES
AT THE END OF EACH WORK DAY.
5. PROTECT ALL AREAS BELOW AND SURROUNDING THE AREA UNDER CONSTRUCTION. ALL
CONTRACTORS ARE RESPONSIBLE FOR ANY DAMAGES CAUSED BY THEM DURING THE
CONSTRUCTION PROCESS. IN THE EVENT OF ANY DAMAGES CONTRACTOR IS TO CONTACT
THE OWNER IMMEDIATELY PRIOR TO THE END OF THE DAY OF CONSTRUCTION.
6 CONTRACTOR TO REMOVE EXTERIOR BUILDING SIGNAGE BELOW, ABOVE OR ADJACENT TO
THE AREA OF WORK, WHEREVER THE SIGNAGE COULD BE AFFECTED BY THE CONSTRUCTION
OPERATIONS. RE-INSTALL UPON COMPLETION OF THE WORK.
1 REMOVE, PREP AREA, AND REPLACE BRICK MORTAR JOINT, SHOWN IN LINEAR
FEET. MATCH EXISTING MORTAR JOINT EXACT.
2 REMOVE, PREP AREA, AND REPLACE EXISTING DISPLACED BRICK. IF DAMAGED
DURING CONSTRUCTION OPERATIONS, REPLACE WITH NEW BRICK. BRICK
AND MORTAR JOINT TO MATCH EXISTING EXACT.
3 REMOVE EFFLORESCENCE FROM MASONRY PRIOR TO FINAL CLEANING. AREA
SHOWN IN SQUARE FEET.
4 REMOVE, PREP AREA AND REPLACE SEALANT. SHOWN IN LINEAR FEET. REFER
TO SPECIFICATIONS.
5 REMOVE LOOSE LINTEL COMPLETE. REPLACE WITH GALVANIZED LINTEL,
PAINTED TO MATCH EXISTING. FIELD VERIFY EXACT SIZE.
6 REMOVE, PREP AREA AND REPLACE STONE MORTAR JOINT, SHOWN IN LINEAR
FEET. MATCH EXISTING MORTAR JOINT EXACT.
7 REMOVE, PREP AREA AND REPLACE SEALANT, ADD BACKER ROD. SHOWN IN
LINEAR FEET. REFER TO SPECIFICATIONS.
8 REMOVE EXISTING CONCRETE CAP AND REPLACE WITH PRECAST CONCRETE
CAP TO MATCH EXISTING EXACT. FIELD VERIFY MEASUREMENTS.
9 CLEAN, PREP, AND PAINT EXISTING STEEL LINTEL. SHOWN IN LINEAR FEET. FIELD
VERIFY MEASUREMENTS. LEAD PAINT TO BE ABATED PER SPECIFICATIONS.
10 REMOVE BROKEN OR DAMAGED BRICK. REPLACE WITH NEW BRICK. BRICK
AND MORTAR JOINT TO MATCH EXISTING EXACT.
11 REMOVE DAMAGED OR BROKEN STONE LINTEL AND REPLACE WITH NEW
STONE LINTEL. MATCH STONE AND MORTAR JOINT COMPLETE. FIELD VERIFY
STONE SIZE.
12 REMOVE DAMAGED OR BROKEN STONE SILL AND REPLACE WITH NEW STONE
SILL TO MATCH EXISTING.
13 REMOVE DAMAGED STONE. REPLACE WITH NEW STONE. NEW STONE AND
MORTAR JOINT TO MATCH EXISTING EXACT.
14 PATCH AND REPAIR LIMESTONE. MATCH EXISTING COLOR EXACT. FIELD
VERIFY.
15 REMOVE A PORTION OF THE DAMAGED LIMESTONE. PREP AND INSTALL
LIMESTONE PATCH.
16 CLEAN, PREP, AND PAINT EXPOSED STEEL REBAR. CHIP OUT CONCRETE TO
REMOVE LOOSE OR FLAKING MATERIAL. PATCH CONCRETE TO MATCH
EXISTING. FIELD VERIFY.
EXTERIOR ELEVATION NOTES
17 THOROUGHLY CLEAN LIMESTONE. REFER TO SPECIFICATIONS.
18 PATCH / REPAIR CONCRETE. PREP DAMAGED AREA AS NEEDED INCLUDING
REMOVING CONCRETE TO PROVIDE A PROPER SURFACE TO ACCEPT THE
CONCRETE PATCH MATERIAL. 1" "V" SHAPE (ROUGH) MINIMUM AREA
REQUIRED.
19 INSTALL SEALER TO CONCRETE TO PROTECT FROM SALT. FOLLOW
MANUFACTURER INSTRUCTIONS FOR APPLICATION REQUIREMENTS.
20 CUT IN 1/2" EXPANSION JOINT THROUGH BRICK VENEER. SEAL JOINT WITH
SEALANT PER SPECIFICATIONS.
21 REMOVE (ABATE PER SPECIFICATIONS 02 08333.13) WINDOW PERIMETER
SEALANT / CAULK AT ALL EXTERIOR OPENINGS, DOORS AND WINDOWS 100%.
ALL OPENINGS WHETHER OR NOT THE NOTE IS SHOWN.
SPECIFICALLY THE JOINT WHERE THE WINDOW / DOOR MEETS THE EXTERIOR
CLADDING (BRICK / STONE). REPLACE WITH NEW AS SPECIFIED.
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
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
All Concepts, ideas, design elements, plans, and details as shown on this document are the sole property of Viridian Architectural
Design, Inc. and shall not be used for any purpose without prior expressed written consent. The Owner shall be permitted to retain copies for information and reference.
Viridian Architectural Design, Inc.
2020 E. Washington Boulevard Suite 200 Fort Wayne, Indiana 46803
PH: 260.424.4830
www.viridian-design.net
FINAL BID
DOCUMENTS
OF12 38
C :\U se rs
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EN
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_a ad le r.r vt 8/
9/
0:
:0
AM
16.AS403
BUILDING 16 SOUTH ELEVATION REPAIR EXTERIOR WALLS,
MARION
MARION VAMC
610-21-208
Building 16
08/09/2021 TWT JMP
LEGEND
P1 : PHOTO 01
S.F. : SQUARE FEET
SECOND FLOOR
860' - 5"
ROOF
882' - 6 1/2"
THIRD FLOOR
872' - 3"
6 10 L.F.
P1
NEW METAL
COPING OVER
EXPOSED
BRICKS.
P2/P3
NEW METAL
COPING OVER
EXPOSED
BRICKS.
P2/P3
TYP.
TYP.
TYP.
TYP.
TYP.
NOTE:
NOT ALL KEYNOTES ARE USED ON EVERY SHEET. OTHER NOTE NOT
USED ON THIS SHEET MAY OCCUR ON OTHER SHEETS.
SCALE: 1/8" = 1'-0"
16.AS404
WEST ELEVATION
SCALE: NTS
P1 - PHOTO 01
SCALE: NTS
P2 - PHOTO 02
SCALE: NTS
P3 - PHOTO 03
GENERAL CONSTRUCTION NOTES
1. AREAS SHOWN FOR REPAIR HAVE BEEN PRIORITIZED. NOT ALL DAMAGED AREAS ARE SHOWN
TO BE REPAIRED. THE INTENT OF THE DOCUMENTS ARE TO REPAIR THE EXTERIOR WALLS
WHERE THE MOST CRITICAL DAMAGE IS OBSERVED. FIELD VERIFY CONDITIONS OF AREAS
SHOWN FOR REPAIR AND NOTIFY THE COR OF ANY MAJOR DISCREPENCIES.
2. CONTRACTOR TO COORDINATE ALL WORK BETWEEN TRADES.
3. INSTALL PRODUCTS PER MANUFACTURER’S WRITTEN INSTRUCTIONS.
4. ALL CONTRACTORS ARE RESPONSIBLE FOR CLEANING SITE TO THE BEST OF THEIR ABILITIES
AT THE END OF EACH WORK DAY.
5. PROTECT ALL AREAS BELOW AND SURROUNDING THE AREA UNDER CONSTRUCTION. ALL
CONTRACTORS ARE RESPONSIBLE FOR ANY DAMAGES CAUSED BY THEM DURING THE
CONSTRUCTION PROCESS. IN THE EVENT OF ANY DAMAGES CONTRACTOR IS TO CONTACT
THE OWNER IMMEDIATELY PRIOR TO THE END OF THE DAY OF CONSTRUCTION.
6 CONTRACTOR TO REMOVE EXTERIOR BUILDING SIGNAGE BELOW, ABOVE OR ADJACENT TO
THE AREA OF WORK, WHEREVER THE SIGNAGE COULD BE AFFECTED BY THE CONSTRUCTION
OPERATIONS. RE-INSTALL UPON COMPLETION OF THE WORK.
1 REMOVE, PREP AREA, AND REPLACE BRICK MORTAR JOINT, SHOWN IN LINEAR
FEET. MATCH EXISTING MORTAR JOINT EXACT.
2 REMOVE, PREP AREA, AND REPLACE EXISTING DISPLACED BRICK. IF DAMAGED
DURING CONSTRUCTION OPERATIONS, REPLACE WITH NEW BRICK. BRICK
AND MORTAR JOINT TO MATCH EXISTING EXACT.
3 REMOVE EFFLORESCENCE FROM MASONRY PRIOR TO FINAL CLEANING. AREA
SHOWN IN SQUARE FEET.
4 REMOVE, PREP AREA AND REPLACE SEALANT. SHOWN IN LINEAR FEET. REFER
TO SPECIFICATIONS.
5 REMOVE LOOSE LINTEL COMPLETE. REPLACE WITH GALVANIZED LINTEL,
PAINTED TO MATCH EXISTING. FIELD VERIFY EXACT SIZE.
6 REMOVE, PREP AREA AND REPLACE STONE MORTAR JOINT, SHOWN IN LINEAR
FEET. MATCH EXISTING MORTAR JOINT EXACT.
7 REMOVE, PREP AREA AND REPLACE SEALANT, ADD BACKER ROD. SHOWN IN
LINEAR FEET. REFER TO SPECIFICATIONS.
8 REMOVE EXISTING CONCRETE CAP AND REPLACE WITH PRECAST CONCRETE
CAP TO MATCH EXISTING EXACT. FIELD VERIFY MEASUREMENTS.
9 CLEAN, PREP, AND PAINT EXISTING STEEL LINTEL. SHOWN IN LINEAR FEET. FIELD
VERIFY MEASUREMENTS. LEAD PAINT TO BE ABATED PER SPECIFICATIONS.
10 REMOVE BROKEN OR DAMAGED BRICK. REPLACE WITH NEW BRICK. BRICK
AND MORTAR JOINT TO MATCH EXISTING EXACT.
11 REMOVE DAMAGED OR BROKEN STONE LINTEL AND REPLACE WITH NEW
STONE LINTEL. MATCH STONE AND MORTAR JOINT COMPLETE. FIELD VERIFY
STONE SIZE.
12 REMOVE DAMAGED OR BROKEN STONE SILL AND REPLACE WITH NEW STONE
SILL TO MATCH EXISTING.
13 REMOVE DAMAGED STONE. REPLACE WITH NEW STONE. NEW STONE AND
MORTAR JOINT TO MATCH EXISTING EXACT.
14 PATCH AND REPAIR LIMESTONE. MATCH EXISTING COLOR EXACT. FIELD
VERIFY.
15 REMOVE A PORTION OF THE DAMAGED LIMESTONE. PREP AND INSTALL
LIMESTONE PATCH.
16 CLEAN, PREP, AND PAINT EXPOSED STEEL REBAR. CHIP OUT CONCRETE TO
REMOVE LOOSE OR FLAKING MATERIAL. PATCH CONCRETE TO MATCH
EXISTING. FIELD VERIFY.
EXTERIOR ELEVATION NOTES
17 THOROUGHLY CLEAN LIMESTONE. REFER TO SPECIFICATIONS.
18 PATCH / REPAIR CONCRETE. PREP DAMAGED AREA AS NEEDED INCLUDING
REMOVING CONCRETE TO PROVIDE A PROPER SURFACE TO ACCEPT THE
CONCRETE PATCH MATERIAL. 1" "V" SHAPE (ROUGH) MINIMUM AREA
REQUIRED.
19 INSTALL SEALER TO CONCRETE TO PROTECT FROM SALT. FOLLOW
MANUFACTURER INSTRUCTIONS FOR APPLICATION REQUIREMENTS.
20 CUT IN 1/2" EXPANSION JOINT THROUGH BRICK VENEER. SEAL JOINT WITH
SEALANT PER SPECIFICATIONS.
21 REMOVE (ABATE PER SPECIFICATIONS 02 08333.13) WINDOW PERIMETER
SEALANT / CAULK AT ALL EXTERIOR OPENINGS, DOORS AND WINDOWS 100%.
ALL OPENINGS WHETHER OR NOT THE NOTE IS SHOWN.
SPECIFICALLY THE JOINT WHERE THE WINDOW / DOOR MEETS THE EXTERIOR
CLADDING (BRICK / STONE). REPLACE WITH NEW AS SPECIFIED.
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
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
All Concepts, ideas, design elements, plans, and details as shown on this document are the sole property of Viridian Architectural
Design, Inc. and shall not be used for any purpose without prior expressed written consent. The Owner shall be permitted to retain copies for information and reference.
Viridian Architectural Design, Inc.
2020 E. Washington Boulevard Suite 200 Fort Wayne, Indiana 46803
PH: 260.424.4830
www.viridian-design.net
FINAL BID
DOCUMENTS
OF13 38
C :\U se rs
\A ad le r\D es kt op \re vi t l oc al
\6
-2 1-
8_
B1 6_
C
EN
TR
AL
_R
_a ad le r.r vt 8/
9/
0:
:1
AM
16.AS404
BUILDING 16 WEST ELEVATION REPAIR EXTERIOR WALLS,
MARION
MARION VAMC
610-21-208
Building 16
08/09/2021 TWT JMP
LEGEND
P1 : PHOTO 01
S.F. : SQUARE FEET
/ 1
7.
AS
1 / 17.AS403
/ 1
7.
AS
1 / 17.AS401
2 L.F.
2 L.F.
2 L.F.
102 S.F.
P1
P3
P2 P4
TYP.
TYP.
TYP.
21TYP.
TYP.
SCALE: 1/8" = 1'-0"
17.AS101
FIRST FLOOR PLAN
GENERAL CONSTRUCTION NOTES
1. AREAS SHOWN FOR REPAIR HAVE BEEN PRIORITIZED. NOT ALL DAMAGED AREAS ARE SHOWN
TO BE PREPARED. THE INTENT OF THE DOCUMENTS ARE TO REPAIR THE EXTERIOR WALLS
WHERE THE MOST CRITICAL DAMAGE IS OBSERVED. FIELD VERIFY CONDITIONS OF AREAS
SHOWN FOR REPAIR AND NOTIFY THE COR OF ANY MAJOR DISCREPENCIES.
2. CONTRACTOR TO COORDINATE ALL WORK BETWEEN TRADES.
3. INSTALL PRODUCTS PER MANUFACTURER’S WRITTEN INSTRUCTIONS.
4. ALL CONTRACTORS ARE RESPONSIBLE FOR CLEANING SITE TO THE BEST OF THEIR ABILITIES
AT THE END OF EACH WORK DAY.
5. PROTECT ALL AREAS BELOW AND SURROUNDING THE AREA UNDER CONSTRUCTION. ALL
CONTRACTORS ARE RESPONSIBLE FOR ANY DAMAGES CAUSED BY THEM DURING THE
CONSTRUCTION PROCESS. IN THE EVENT OF ANY DAMAGES CONTRACTOR IS TO CONTACT
THE OWNER IMMEDIATELY PRIOR TO THE END OF THE DAY OF CONSTRUCTION.
6 CONTRACTOR TO REMOVE EXTERIOR BUILDING SIGNAGE BELOW, ABOVE OR ADJACENT TO
THE AREA OF WORK, WHEREVER THE SIGNAGE COULD BE AFFECTED BY THE CONSTRUCTION
OPERATIONS. RE-INSTALL UPON COMPLETION OF THE WORK.
NOTE:
NOT ALL KEYNOTES ARE USED ON EVERY SHEET. OTHER NOTE NOT
USED ON THIS SHEET MAY OCCUR ON OTHER SHEETS.
SCALE: NTS
P1 - PHOTO 01
SCALE: NTS
P2 - PHOTO 02
SCALE: NTS
P4 - PHOTO 04
SCALE: NTS
P3 - PHOTO 03
NORTH
PLAN CONSTRUCTION NOTES
1 REMOVE, PREP AREA, AND REPLACE BRICK MORTAR JOINT, SHOWN IN LINEAR
FEET. MATCH EXISTING MORTAR JOINT EXACT.
2 REMOVE, PREP AREA, AND REPLACE EXISTING DISPLACED BRICK. IF DAMAGED
DURING CONSTRUCTION OPERATIONS, REPLACE WITH NEW BRICK. BRICK
AND MORTAR JOINT TO MATCH EXISTING EXACT.
3 REMOVE EFFLORESCENCE FROM MASONRY PRIOR TO FINAL CLEANING. AREA
SHOWN IN SQUARE FEET.
4 REMOVE, PREP AREA AND REPLACE SEALANT. SHOWN IN LINEAR FEET. REFER
TO SPECIFICATIONS.
5 REMOVE LOOSE LINTEL COMPLETE. REPLACE WITH GALVANIZED LINTEL,
PAINTED TO MATCH EXISTING. FIELD VERIFY EXACT SIZE.
6 REMOVE, PREP AREA AND REPLACE STONE MORTAR JOINT, SHOWN IN LINEAR
FEET. MATCH EXISTING MORTAR JOINT EXACT.
7 REMOVE, PREP AREA AND REPLACE SEALANT, ADD BACKER ROD. SHOWN IN
LINEAR FEET. REFER TO SPECIFICATIONS.
8 REMOVE EXISTING CONCRETE CAP AND REPLACE WITH PRECAST CONCRETE
CAP TO MATCH EXISTING EXACT. FIELD VERIFY MEASUREMENTS.
9 CLEAN, PREP, AND PAINT EXISTING STEEL LINTEL. SHOWN IN LINEAR FEET. FIELD
VERIFY MEASUREMENTS. LEAD PAINT TO BE ABATED PER SPECIFICATIONS.
10 REMOVE BROKEN OR DAMAGED BRICK. REPLACE WITH NEW BRICK. BRICK
AND MORTAR JOINT TO MATCH EXISTING EXACT.
11 REMOVE DAMAGED OR BROKEN STONE LINTEL AND REPLACE WITH NEW
STONE LINTEL. MATCH STONE AND MORTAR JOINT COMPLETE. FIELD VERIFY
STONE SIZE.
12 REMOVE DAMAGED OR BROKEN STONE SILL AND REPLACE WITH NEW STONE
SILL TO MATCH EXISTING.
13 REMOVE DAMAGED STONE. REPLACE WITH NEW STONE. NEW STONE AND
MORTAR JOINT TO MATCH EXISTING EXACT.
14 PATCH AND REPAIR LIMESTONE. MATCH EXISTING COLOR EXACT. FIELD
VERIFY.
15 REMOVE A PORTION OF THE DAMAGED LIMESTONE. PREP AND INSTALL
LIMESTONE PATCH.
16 CLEAN, PREP, AND PAINT EXPOSED STEEL REBAR. CHIP OUT CONCRETE TO
REMOVE LOOSE OR FLAKING MATERIAL. PATCH CONCRETE TO MATCH
EXISTING. FIELD VERIFY.
17 THOROUGHLY CLEAN LIMESTONE. REFER TO SPECIFICATIONS.
18 PATCH / REPAIR CONCRETE. PREP DAMAGED AREA AS NEEDED INCLUDING
REMOVING CONCRETE TO PROVIDE A PROPER SURFACE TO ACCEPT THE
CONCRETE PATCH MATERIAL. 1" "V" SHAPE (ROUGH) MINIMUM AREA
REQUIRED.
19 INSTALL SEALER TO CONCRETE TO PROTECT FROM SALT. FOLLOW
MANUFACTURER INSTRUCTIONS FOR APPLICATION REQUIREMENTS.
20 CUT IN 1/2" EXPANSION JOINT THROUGH BRICK VENEER. SEAL JOINT WITH
SEALANT PER SPECIFICATIONS.
21 REMOVE (ABATE PER SPECIFICATIONS 02 08333.13) WINDOW PERIMETER
SEALANT / CAULK AT ALL EXTERIOR OPENINGS, DOORS AND WINDOWS 100%.
ALL OPENINGS WHETHER OR NOT THE NOTE IS SHOWN.
SPECIFICALLY THE JOINT WHERE THE WINDOW / DOOR MEETS THE EXTERIOR
CLADDING (BRICK / STONE). REPLACE WITH NEW AS SPECIFIED.
LEGEND
P1 : PHOTO 01
S.F. : SQUARE FEET
L.F. : LINEAR FEET
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
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
All Concepts, ideas, design elements, plans, and details as shown on this document are the sole property of Viridian Architectural
Design, Inc. and shall not be used for any purpose without prior expressed written consent. The Owner shall be permitted to retain copies for information and reference.
Viridian Architectural Design, Inc.
2020 E. Washington Boulevard Suite 200 Fort Wayne, Indiana 46803
PH: 260.424.4830
www.viridian-design.net
FINAL BID
DOCUMENTS
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17.AS101
BUILDING 17 FIRST FLOOR PLAN REPAIR EXTERIOR WALLS,
MARION
MARION VAMC
610-21-208
Building 17
08/09/2021 TWT JMP
| Sheets |
| 16.AS101 - BUILDING 16 FIRST FLOOR PLAN |
| 16.AS401 - BUILDING 16 NORTH ELEVATION |
| 16.AS402 - BUILDING 16 EAST ELEVATION |
| 16.AS403 - BUILDING 16 SOUTH ELEVATION |
| 16.AS404 - BUILDING 16 WEST ELEVATION |
| 12 16-AS403 - BUILDING 16 SOUTH ELEVATION.pdf |
| Sheets |
| 16.AS101 - BUILDING 16 FIRST FLOOR PLAN |
| 16.AS401 - BUILDING 16 NORTH ELEVATION |
| 16.AS402 - BUILDING 16 EAST ELEVATION |
| 16.AS403 - BUILDING 16 SOUTH ELEVATION |
| 16.AS404 - BUILDING 16 WEST ELEVATION |
| 13 16-AS404 - BUILDING 16 WEST ELEVATION.pdf |
| Sheets |
| 16.AS101 - BUILDING 16 FIRST FLOOR PLAN |
| 16.AS401 - BUILDING 16 NORTH ELEVATION |
| 16.AS402 - BUILDING 16 EAST ELEVATION |
| 16.AS403 - BUILDING 16 SOUTH ELEVATION |
| 16.AS404 - BUILDING 16 WEST ELEVATION |
| 14 17-AS101 - BUILDING 17 FIRST FLOOR PLAN.pdf |
| Sheets |
| 17.AS101 - BUILDING 17 FIRST FLOOR PLAN |
| 17.AS401 - BUILDING 17 NORTH ELEVATION |
| 17.AS402 - BUILDING 17 EAST ELEVATION |
| 17.AS403 - BUILDING 17 SOUTH ELEVATION |
| 17.AS404 - BUILDING 17 WEST ELEVATION |
File details come from the government source that posted it. Updated .