Attachment - III - REPAIR EXTERIOR WALLS DWGS SH 15-21.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. Solicitation number 36C25022B0026 seeks offers for the Y1DA--Repair Exterior Walls project through the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 10. The solicitation involves repairing exterior walls at a medical center but does not include pricing terms, response dates, or other contract specifics.
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FIRST FLOOR
846' - 11"
SECOND FLOOR
860' - 5"
ROOF
871' - 11"
101 9 98 S.F.140 L.F.
14 L.F.
1 12 L.F.
1 4 L.F.
1 42 L.F. 1 56 L.F.
1 3 L.F.
1 2 L.F.
1 56 L.F.
1 3 L.F. 1 4 L.F.
9 TYP. NORTH ELEVATION
9 TYP. NORTH ELEVATION 9 TYP. NORTH ELEVATION
9 TYP. NORTH ELEVATION 9 TYP. NORTH ELEVATION 9 TYP. NORTH ELEVATION
P2 P1 P3
P8
P5 P6
P7
P9 P10
101 S.F.
P4 ADD ESCUTCHEON AT C/O.
10 6 S.F.
P12
54' - 0"
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"
17.AS401
NORTH ELEVATION
SCALE: NTS
P1 - PHOTO 01
SCALE: NTS
P2 - PHOTO 02
SCALE: NTS
P3 - PHOTO 03
SCALE: NTS
P5 - PHOTO 05
SCALE: NTS
P6 - PHOTO 06
SCALE: NTS
P7 - PHOTO 07
SCALE: NTS
P9 - PHOTO 09
SCALE: NTS
P10 - PHOTO 10
SCALE: NTS
P8 - PHOTO 08
SCALE: NTS
P4 - PHOTO 04
SCALE: NTS
P12 - PHOTO 12
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.
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.
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.AS401
BUILDING 17 NORTH ELEVATION REPAIR EXTERIOR WALLS,
MARION
MARION VAMC
610-21-208
Building 17
08/09/2021 TWT JMP
Revisions: Date:
SECOND FLOOR
860' - 5"
ROOF
871' - 11"
32 S.F.
8 S.F.
4 S.F. 10
4 S.F.
4 S.F.10
4 S.F.
9 9
1 S.F.10
17 L.F.
P1
P2
P3 P7
P8
P7
P7P7
4 4 7 L.F.7 L.F.
P4, P5 P5, P6
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"
17.AS402
EAST ELEVATION
SCALE: NTS
P1 - PHOTO 01
SCALE: NTS
P3 - PHOTO 03
SCALE: NTS
P2 - PHOTO 02
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
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.
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.
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
OF16 38
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0:
:5
AM
17.AS402
BUILDING 17 EAST ELEVATION REPAIR EXTERIOR WALLS,
MARION
MARION VAMC
610-21-208
Building 17
SECOND FLOOR
860' - 5"
ROOF
871' - 11"
70 L.F.
115 L.F.
15 L.F.
1 56 L.F.
2 S.F.
6 S.F.
10 1 S.F.
2 S.F.
106 S.F.
10 20 S.F.
4 S.F.
6 28 L.F. 100% COMPLETE HEAD JOINT
623 L.F. 100% COMPLETE HEAD JOINTS
P1
P2
P10
P3
P5
P6
P7, P8
P9
2 L.F. P4
P4 111' - 6" +/-90' - 10" +/-
54' - 0"
TYP.
TYP.21
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"
17.AS403
SOUTH ELEVATION
SCALE: NTS
P1 - PHOTO 01
SCALE: NTS
P2 - PHOTO 02
SCALE: NTS
P10 - PHOTO 10
SCALE: NTS
P3 - PHOTO 03
SCALE: NTS
P4 - PHOTO 04
SCALE: NTS
P5 - PHOTO 05
SCALE: NTS
P9 - PHOTO 09
SCALE: NTS
P6 - PHOTO 06
SCALE: NTS
P8 - PHOTO 08
SCALE: NTS
P7 - PHOTO 07
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.
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.
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
OF17 38
C :\U se rs
\A ad le r\D es kt op \re vi t l oc al
\6
-2 1-
8_
B1 7_
C
EN
TR
AL
_R
_a ad le r.r vt 8/
9/
0:
:2
AM
17.AS403
BUILDING 17 SOUTH ELEVATION REPAIR EXTERIOR WALLS,
MARION
MARION VAMC
610-21-208
Building 17
SECOND FLOOR
860' - 5"
ROOF
871' - 11"
9 1 7 L.F.
P1, P2
P3
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"
17.AS404
WEST ELEVATION
SCALE: NTS
P3 - PHOTO 03
SCALE: NTS
P1 - PHOTO 01
SCALE: NTS
P2 - PHOTO 02
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.
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.
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
OF18 38
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AM
17.AS404
BUILDING 17 WEST ELEVATION REPAIR EXTERIOR WALLS,
MARION
MARION VAMC
610-21-208
Building 17
/ 5
2.
AS
1 / 52.AS401
1 / 52.AS403
/ 5
2.
AS
/ 5
2.
AS
1 / 52.AS401
1 / 52.AS403
/ 5
2.
AS
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
SCALE: 1/8" = 1'-0"
52.AS101
FIRST FLOOR PLAN
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.
NOTE:
NOT ALL KEYNOTES ARE USED ON EVERY SHEET. NOTES NOT
USED ON THIS SHEET MAY OCCUR ON OTHER SHEETS.
SCALE: 1/8" = 1'-0"
52.AS101
SECOND FLOOR PLAN
NORTHNORTH
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.
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
OF19 38
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_a ad le r.r vt 8/
9/
0:
:0
AM
52.AS101
BUILDING 52 FLOOR PLANS REPAIR EXTERIOR WALLS,
MARION
MARION VAMC
610-21-208
Building 52
08/09/2021 TWT AJA
LEGEND
P1 : PHOTO 01
S.F. : SQUARE FEET
L.F. : LINEAR FEET
First Floor 849' - 2 5/8"
Second Floor 861' - 2 5/8"
Roof 873' - 2 5/8"
98 L.F.
98 L.F.
42 L.F.
4'X4"X5" 196 L.F.
4'X4"X5"
P1P2
P3
P4 P41
TYP.
TYP.
SCALE: 1/8" = 1'-0"
52.AS401
NORTH ELEVATION
SCALE: NTS
P1 - PHOTO 01
SCALE: NTS
P2 - PHOTO 02
SCALE: NTS
P3 - PHOTO 03
NOTE:
NOT ALL KEYNOTES ARE USED ON EVERY SHEET. NOTES NOT
USED ON THIS SHEET MAY OCCUR ON OTHER SHEETS.
SCALE: NTS
P4 - PHOTO 04
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
OF20 38
C :\U se rs
\A ad le r\D es kt op \re vi t l oc al
\6
-2 1-
8_
B5 2_
C
EN
TR
AL
_R
_a ad le r.r vt 8/
9/
0:
:1
AM
52.AS401
BUILDING 52 NORTH ELEVATION REPAIR EXTERIOR WALLS,
MARION
MARION VAMC
610-21-208
Building 52
08/09/2021 TWT AJA
LEGEND
P1 : PHOTO 01
S.F. : SQUARE FEET
First Floor 849' - 2 5/8"
Second Floor 861' - 2 5/8"
Roof 873' - 2 5/8"
P3
P2
4'X4"X5"
10 S.F.10 S.F.10 S.F.
35 L.F.
40 L.F.28 L.F.
TYP.
TYP.
SCALE: 1/8" = 1'-0"
52.AS402
EAST ELEVATION
SCALE: NTS
P3 - PHOTO 03
SCALE: NTS
P2 - PHOTO 02
SCALE: NTS
P1 - PHOTO 01
NOTE:
NOT ALL KEYNOTES ARE USED ON EVERY SHEET. NOTES NOT
USED ON THIS SHEET MAY OCCUR ON OTHER SHEETS.
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
OF21 38
C :\U se rs
\A ad le r\D es kt op \re vi t l oc al
\6
-2 1-
8_
B5 2_
C
EN
TR
AL
_R
_a ad le r.r vt 8/
9/
0:
:2
AM
52.AS402
BUILDING 52 EAST ELEVATION REPAIR EXTERIOR WALLS,
MARION
MARION VAMC
610-21-208
Building 52
08/09/2021 TWT AJA
LEGEND
P1 : PHOTO 01
S.F. : SQUARE FEET
| 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 |
| 16 17-AS402 - BUILDING 17 EAST ELEVATION.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 |
| 17 17-AS403 - BUILDING 17 SOUTH ELEVATION.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 |
| 18 17-AS404 - BUILDING 17 WEST ELEVATION.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 |
| 19 52-AS101 - BUILDING 52 FLOOR PLANS.pdf |
| Sheets |
| 52.AS101 - BUILDING 52 FLOOR PLANS |
| 52.AS401 - BUILDING 52 NORTH ELEVATION |
| 52.AS402 - BUILDING 52 EAST ELEVATION |
| 52.AS403 - BUILDING 52 SOUTH ELEVATION |
| 52.AS404 - BUILDING 52 WEST ELEVATION |
| 20 52-AS401 - BUILDING 52 NORTH ELEVATION.pdf |
| Sheets |
| 52.AS101 - BUILDING 52 FLOOR PLANS |
| 52.AS401 - BUILDING 52 NORTH ELEVATION |
| 52.AS402 - BUILDING 52 EAST ELEVATION |
| 52.AS403 - BUILDING 52 SOUTH ELEVATION |
| 52.AS404 - BUILDING 52 WEST ELEVATION |
| 21 52-AS402 - BUILDING 52 EAST ELEVATION.pdf |
| Sheets |
| 52.AS101 - BUILDING 52 FLOOR PLANS |
| 52.AS401 - BUILDING 52 NORTH ELEVATION |
| 52.AS402 - BUILDING 52 EAST ELEVATION |
| 52.AS403 - BUILDING 52 SOUTH ELEVATION |
| 52.AS404 - BUILDING 52 WEST ELEVATION |
File details come from the government source that posted it. Updated .