Attachment - VI - REPAIR EXTERIOR WALLS DWGS SH 36-38.pdf

9 MB Posted

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

About this file

Written by GovTribe AI ·

This document package includes construction drawings and specifications for repair work on the exterior walls of Building 138 at the Marion VA Medical Center. The drawings show areas of brick, stone, and concrete in need of repair on the north, east, south, and west elevations. Repair needs include replacing damaged or displaced brick; repairing efflorescence; replacing sealant; repairing stone sills, headers, and mortar joints; patching and cleaning limestone; and removing and replacing perimeter sealant around windows and doors. The specifications provide requirements for surface preparation, product installation, lead abatement, and coordination between trades. Photographs are included to identify specific repair locations.

The related federal contract opportunity is solicitation number 36C25022B0026 for repairs to the exterior walls of Building 138 at the Marion VAMC. The requirement is being issued by the Department of Veterans Affairs Veterans Health Administration VISN 10. No further details are provided on response dates, award dates, pricing terms, or other solicitation requirements.

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 - IV - REPAIR EXTERIOR WALLS DWGS SH 22-26.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 100' - 0"

Second Floor 112' - 7 1/4"

Roof 165' - 6"

Third Floor 125' - 2 1/2"

Fourth Floor 137' - 9 3/4"

Roof Slab 150' - 4"

4 S.F.

P101

ALL VERTICAL STONE SILL

JOINTS THIS AREA

21 L.F.

17 24 SQ FT

P4

50' - 0" +/-

/2

17 2651 SQ FT

P8

P2

12 SF

P1, P3

6 200 LF

P6,P7

12' - 1"

STONE TRIM AT WINDOW HEAD.

FIELD VERIFY SIZE AND MATCH EXACT.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

SCALE: 3/32" = 1'-0"

138.AS402

EAST ELEVATION

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 RPAIR 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.

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

P3- PHOTO 03

SCALE: NTS

P1 - PHOTO 01

SCALE: NTS

P6 - PHOTO 06

SCALE: NTS

P7 - PHOTO 07

SCALE: NTS

P4 - PHOTO 04

SCALE: NTS

P5 - PHOTO 05

SCALE: NTS

P8 - PHOTO 08

SCALE: NTS

P2 - PHOTO 02

SCALE: NTS

P9 - PHOTO 09

SCALE: NTS

P10 - PHOTO 10

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

OF36 38

C :\U se rs

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

\6

-2 1-

8_

B1

_C

EN

TR

AL

_R

_a ad le r.r vt 8/

9/

1:

:2

AM

138.AS402

BUILDING 138 EAST ELEVATION REPAIR EXTERIOR WALLS,

MARION

MARION VAMC

610-21-208

Building 138

08/09/2021 TWT AJA

LEGEND

P1 : PHOTO 01

S.F. : SQUARE FEET

L.F. : LINEAR FEET

Revisions: Date:

Second Floor 112' - 7 1/4"

Roof 165' - 6"

Third Floor 125' - 2 1/2"

Fourth Floor 137' - 9 3/4"

Penthouse Floor 153' - 11"

8 S.F.

P3

4 S.F.P2

(2) 2'-8" EA

P1 P4

8' - 0"

STONE TRIM AT WINDOW HEAD.

FIELD VERIFY SIZE AND MATCH EXACT.

P8,P9

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

First Floor 100' - 0"

Second Floor 112' - 7 1/4"

Third Floor 125' - 2 1/2"

Fourth Floor 137' - 9 3/4"

Penthouse Floor 153' - 11"

3'

2"

3' - 3"

30' - 6"

P6, P7

6 300 LF

P5

17 1500 SF

SCALE: 3/32" = 1'-0"

138.AS403

SOUTH 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 RPAIR 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.

SCALE: NTS

P1 - PHOTO 01

SCALE: NTS

P2 - PHOTO 02

SCALE: NTS

P3 - PHOTO 03

SCALE: NTS

P4 - PHOTO 04

NOTE:

NOT ALL KEYNOTES ARE USED ON EVERY SHEET. NOTES NOT

USED ON THIS SHEET MAY OCCUR ON OTHER SHEETS.

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: 3/32" = 1'-0"

138.AS403

SOUTH ELEVATION AT ENTRY

SCALE: NTS

P5 - PHOTO 05

SCALE: NTS

P6 - PHOTO 06

SCALE: NTS

P7 - PHOTO 07

SCALE: NTS

P8 - PHOTO 8

SCALE: NTS

P9- PHOTO 9

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

OF37 38

C :\U se rs

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

\6

-2 1-

8_

B1

_C

EN

TR

AL

_R

_a ad le r.r vt 8/

9/

1:

:4

AM

138.AS403

BUILDING 138 SOUTH ELEVATION REPAIR EXTERIOR WALLS,

MARION

MARION VAMC

610-21-208

Building 138

08/09/2021 TWT AJA

LEGEND

P1 : PHOTO 01

S.F. : SQUARE FEET

Second Floor 112' - 7 1/4"

Roof 165' - 6"

Third Floor 125' - 2 1/2"

Fourth Floor 137' - 9 3/4"

Penthouse Floor 153' - 11"

8 S.F.

P3

4 S.F.P2

(2) 2'-8" EA

P1 P4

8' - 0"

STONE TRIM AT WINDOW HEAD.

FIELD VERIFY SIZE AND MATCH EXACT.

P8,P9

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

First Floor 100' - 0"

Second Floor 112' - 7 1/4"

Third Floor 125' - 2 1/2"

Fourth Floor 137' - 9 3/4"

Penthouse Floor 153' - 11"

3'

2"

3' - 3"

30' - 6"

P6, P7

6 300 LF

P5

17 1500 SF

SCALE: 3/32" = 1'-0"

138.AS403

SOUTH 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 RPAIR 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.

SCALE: NTS

P1 - PHOTO 01

SCALE: NTS

P2 - PHOTO 02

SCALE: NTS

P3 - PHOTO 03

SCALE: NTS

P4 - PHOTO 04

NOTE:

NOT ALL KEYNOTES ARE USED ON EVERY SHEET. NOTES NOT

USED ON THIS SHEET MAY OCCUR ON OTHER SHEETS.

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: 3/32" = 1'-0"

138.AS403

SOUTH ELEVATION AT ENTRY

SCALE: NTS

P5 - PHOTO 05

SCALE: NTS

P6 - PHOTO 06

SCALE: NTS

P7 - PHOTO 07

SCALE: NTS

P8 - PHOTO 8

SCALE: NTS

P9- PHOTO 9

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

OF37 38

C :\U se rs

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

\6

-2 1-

8_

B1

_C

EN

TR

AL

_R

_a ad le r.r vt 8/

9/

0:

:0

AM

138.AS403

BUILDING 138 SOUTH ELEVATION REPAIR EXTERIOR WALLS,

MARION

MARION VAMC

610-21-208

Building 138

08/09/2021 TWT AJA

LEGEND

P1 : PHOTO 01

S.F. : SQUARE FEET

Second Floor 112' - 7 1/4"

Roof 165' - 6"

Third Floor 125' - 2 1/2"

Fourth Floor 137' - 9 3/4"

Roof Slab 150' - 4"

Penthouse Floor 153' - 11"

10 2 S.F.

P2

27' - 6" +/-

1 56 LF

P1 10 8 S.F.

P3

1 21 LF

P1

35 LF

P1

6 ALL VERTICAL STONE SILL AND STONE HEADER

JOINTS THIS AREA

29' - 6 1/2" +/-

56 LF

21' - 4" +/-

THIS AREA BUILT OVER WITH NEW

CONSTRUCTION (WALL ENCLOSED) 10 8 SF

P4

1 SF

15 3 SF21

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

SCALE: 3/32" = 1'-0"

138.AS404

WEST ELEVATION

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 RPAIR 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.

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

P2- PHOTO 02

SCALE: NTS

P1 - PHOTO 01

SCALE: NTS

P3 - PHOTO 03

SCALE: NTS

P4 - PHOTO 04

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

OF38 38

C :\U se rs

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

\6

-2 1-

8_

B1

_C

EN

TR

AL

_R

_a ad le r.r vt 8/

9/

1:

:5

AM

138.AS404

BUILDING 138 WEST ELEVATION REPAIR EXTERIOR WALLS,

MARION

MARION VAMC

610-21-208

Building 138

08/09/2021 TWT AJA

LEGEND

P1 : PHOTO 01

S.F. : SQUARE FEET

Sheets
138.AS101 - BUILDING 138 FIRST FLOOR PLAN
138.AS401 - BUILDING 138 NORTH ELEVATION
138.AS402 - BUILDING 138 EAST ELEVATION
138.AS403 - BUILDING 138 SOUTH ELEVATION
138.AS404 - BUILDING 138 WEST ELEVATION
37 138-AS403 - BUILDING 138 SOUTH ELEVATION.pdf
Sheets
138.AS101 - BUILDING 138 FIRST FLOOR PLAN
138.AS401 - BUILDING 138 NORTH ELEVATION
138.AS402 - BUILDING 138 EAST ELEVATION
138.AS403 - BUILDING 138 SOUTH ELEVATION
138.AS404 - BUILDING 138 WEST ELEVATION
37 138-AS403 - BUILDING 138 SOUTH ELEVATION.pdf
Sheets
138.AS101 - BUILDING 138 FIRST FLOOR PLAN
138.AS401 - BUILDING 138 NORTH ELEVATION
138.AS402 - BUILDING 138 EAST ELEVATION
138.AS403 - BUILDING 138 SOUTH ELEVATION
138.AS404 - BUILDING 138 WEST ELEVATION
38 138-AS404 - BUILDING 138 WEST ELEVATION.pdf
Sheets
138.AS101 - BUILDING 138 FIRST FLOOR PLAN
138.AS401 - BUILDING 138 NORTH ELEVATION
138.AS402 - BUILDING 138 EAST ELEVATION
138.AS403 - BUILDING 138 SOUTH ELEVATION
138.AS404 - BUILDING 138 WEST ELEVATION
37 138-AS403 - BUILDING 138 SOUTH ELEVATION.pdf
Sheets
138.AS101 - BUILDING 138 FIRST FLOOR PLAN
138.AS401 - BUILDING 138 NORTH ELEVATION
138.AS402 - BUILDING 138 EAST ELEVATION
138.AS403 - BUILDING 138 SOUTH ELEVATION
138.AS404 - BUILDING 138 WEST ELEVATION

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