Attachment - IV - REPAIR EXTERIOR WALLS DWGS SH 22-26.pdf

19 MB Posted

Attached to
Y1DA--Repair Exterior Walls
Solicitation number
36C25022B0026
Issued by

About this file

Written by GovTribe AI ·

This document provides details for a federal contract solicitation to repair exterior walls at a Veterans Affairs facility. Solicitation number 36C25022B0026 seeks to award a contract for repair work to be completed at buildings located at the Veterans Integrated Service Network 10 facility. The solicitation is for repair of exterior walls on structures numbered 22 through 26. The Department of Veterans Affairs Veterans Health Administration is listed as the contracting agency. No other salient details are provided regarding response dates, pricing terms, or set-asides in the opportunity description. An attachment with drawings related to the repair work is referenced but its contents are not disclosed.

View the file

Other files

File Type Posted
36C25022B0026 0002.docx DOCX document
RFI 1.pdf PDF
15-AS402 - BUILDING 15 EAST ELEVATION.pdf PDF
36C25022B0026 0001.docx DOCX document
124-AS404 - BUILDING 124 WEST ELEVATION.pdf PDF
Attachment - III - REPAIR EXTERIOR WALLS DWGS SH 15-21.pdf PDF
Attachment - VIII - RFI Form Solicitaton.docx DOCX document
Attachment - IX - Specifications.pdf PDF
36C25022B0026.docx DOCX document
Attachment - X - Wage Determination.pdf PDF
Attachment - VI - REPAIR EXTERIOR WALLS DWGS SH 36-38.pdf PDF
Attachment - V - REPAIR EXTERIOR WALLS DWGS SH 27-35.pdf PDF
Attachment - II - REPAIR EXTERIOR WALLS DWGS SH 11-14 02.pdf PDF
Attachment - VII - Contractor EMR Certification Form.docx DOCX document
Attachment - I - REPAIR EXTERIOR WALLS DWGS SH 1-10.pdf PDF
Attachment - II - REPAIR EXTERIOR WALLS DWGS SH 11-14.pdf PDF
Show all 16

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file
Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

First Floor 849' - 2 5/8"

Second Floor 861' - 2 5/8"

Roof 873' - 2 5/8"

Lower Level 840' - 8 5/8"

P3

42 L.F.

140 L.F.

28 L.F.

28 L.F.

P1

TYP.

TYP.

TYP.

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

52.AS403

SOUTH ELEVATION

NOTE:

NOT ALL KEYNOTES ARE USED ON EVERY SHEET. NOTES NOT

USED ON THIS SHEET MAY OCCUR ON OTHER SHEETS.

SCALE: NTS

P3 - PHOTO 03

SCALE: NTS

P2 - PHOTO 02

SCALE: NTS

P1 - PHOTO 01

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

OF22 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.AS403

BUILDING 52 SOUTH 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

L.F. : LINEAR FEET

Revisions: Date:

First Floor 849' - 2 5/8"

Second Floor 861' - 2 5/8"

Roof 873' - 2 5/8"

Lower Level 840' - 8 5/8"

175 L.F.

10P3

4 S.F.

14 L.F.

14 L.F.

P2

TYP.

TYP.

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

52.AS404

WEST ELEVATION

NOTE:

NOT ALL KEYNOTES ARE USED ON EVERY SHEET. NOTES NOT

USED ON THIS SHEET MAY OCCUR ON OTHER SHEETS.

SCALE: NTS

P2 - PHOTO 02

SCALE: NTS

P3 - PHOTO 03

SCALE: NTS

P1 - PHOTO 01

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

OF23 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:

:3

AM

52.AS404

BUILDING 52 WEST 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

/ 5

8.

AS

1 / 58.AS403

/ 5

8.

AS

1 / 58.AS401

12 S.F.

3 S.F.

P1

P2/P3

EXISTING 38' - 1" +/-

EX

IS

TIN

G

/2

P5

P4

TYP.21

21 TYP.

21 TYP.

TYP.

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

58.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.

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.

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

P3 - PHOTO 03

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

OF24 38

C :\U se rs

\A ad le r\D es kt op \re vi t l oc al

\6

-2 1-

8_

B5 8_

C

EN

TR

AL

_R

_a ad le r.r vt 8/

9/

1:

:4

AM

58.AS101

BUILDING 58 FIRST FLOOR PLAN REPAIR EXTERIOR WALLS,

MARION

MARION VAMC

610-21-208

Building 58

08/09/2021 TWT JMP

LEGEND

P1 : PHOTO 01

S.F. : SQUARE FEET

L.F. : LINEAR FEET

SCALE: NTS

P5 - PHOTO 05

SCALE: NTS

P4 - PHOTO 04

B58 - FIRST

FLOOR

845' - 0"

B58 - ROOF

862' - 9"

4'-4" LF

270 L.F.

P1

P5 / P6

270 L.F.

P2-P4

TYP.

SCALE: 1/4" = 1'-0"

58.AS401

NORTH ELEVATION

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.

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

P3 - PHOTO 03

SCALE: NTS

P4 - PHOTO 04

SCALE: NTS

P5 - PHOTO 05

SCALE: NTS

P6 - PHOTO 06

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

OF25 38

C :\U se rs

\A ad le r\D es kt op \re vi t l oc al

\6

-2 1-

8_

B5 8_

C

EN

TR

AL

_R

_a ad le r.r vt 8/

9/

1:

:5

AM

58.AS401

BUILDING 58 NORTH ELEVATION REPAIR EXTERIOR WALLS,

MARION

MARION VAMC

610-21-208

Building 58

08/09/2021 TWT JMP

LEGEND

P1 : PHOTO 01

S.F. : SQUARE FEET

B58 - FIRST

FLOOR

845' - 0"

B58 - ROOF

862' - 9"

1 70 L.F.

84 L.F.

2 S.F.

10 1 S.F.

2 12 S.F.

P6

P4/P5

P3

P1

P2

2 S.F.

28 L.F.

7'

- 8

3' - 8"

TYP.21

TYP.21

TYP.21

TYP.21

SCALE: 1/4" = 1'-0"

58.AS402

EAST ELEVATION

NOTE:

NOT ALL KEYNOTES ARE USED ON EVERY SHEET. OTHER NOTE 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.

SCALE: NTS

P4 - PHOTO 04

SCALE: NTS

P5 - PHOTO 05

SCALE: NTS

P1 - PHOTO 01

SCALE: NTS

P2 - PHOTO 02

SCALE: NTS

P3 - PHOTO 03

SCALE: NTS

P6 - PHOTO 06

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

OF26 38

C :\U se rs

\A ad le r\D es kt op \re vi t l oc al

\6

-2 1-

8_

B5 8_

C

EN

TR

AL

_R

_a ad le r.r vt 8/

9/

1:

:1

AM

58.AS402

BUILDING 58 EAST ELEVATION REPAIR EXTERIOR WALLS,

MARION

MARION VAMC

610-21-208

Building 58

08/09/2021 TWT JMP

LEGEND

P1 : PHOTO 01

S.F. : SQUARE FEET

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
23 52-AS404 - BUILDING 52 WEST 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
24 58-AS101 - BUILDING 58 FIRST FLOOR PLAN.pdf
Sheets
58.AS101 - BUILDING 58 FIRST FLOOR PLAN
58.AS401 - BUILDING 58 NORTH ELEVATION
58.AS402 - BUILDING 58 EAST ELEVATION
58.AS403 - BUILDING 58 SOUTH ELEVATION
58.AS404 - BUILDING 58 WEST ELEVATION
25 58-AS401 - BUILDING 58 NORTH ELEVATION.pdf
Sheets
58.AS101 - BUILDING 58 FIRST FLOOR PLAN
58.AS401 - BUILDING 58 NORTH ELEVATION
58.AS402 - BUILDING 58 EAST ELEVATION
58.AS403 - BUILDING 58 SOUTH ELEVATION
58.AS404 - BUILDING 58 WEST ELEVATION
26 58-AS402 - BUILDING 58 EAST ELEVATION.pdf
Sheets
58.AS101 - BUILDING 58 FIRST FLOOR PLAN
58.AS401 - BUILDING 58 NORTH ELEVATION
58.AS402 - BUILDING 58 EAST ELEVATION
58.AS403 - BUILDING 58 SOUTH ELEVATION
58.AS404 - BUILDING 58 WEST ELEVATION

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