Attachment - V - REPAIR EXTERIOR WALLS DWGS SH 27-35.pdf

B58 - FIRST

FLOOR

845' - 0"

B58 - ROOF

862' - 9"

1040 L.F.1

42 S.F.

P1-P5

P1-P5

6'

0"

EXISTING 38' - 1" +/- VERFIY IN FIELD

514 SQFT18

30 S.F.

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

58.AS403

SOUTH 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

P1 - PHOTO 01

SCALE: NTS

P2 - PHOTO 02

SCALE: NTS

P3 - PHOTO 03

SCALE: NTS

P4 - PHOTO 04

SCALE: NTS

P5 - PHOTO 05

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

OF27 38

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58.AS403

BUILDING 58 SOUTH 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

L.F. : LINEAR FEET

Revisions: Date:

B58 - FIRST

FLOOR

845' - 0"

B58 - ROOF

862' - 9"

1147 L.F.

84 L.F.

350 L.F.

6 S.F.

103 S.F.

P1

P2-P4

P5

P6

P7

P2-P4

4' - 4"

18 18 18 4 S.F.4 S.F.

8 S.F.

TYP.

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

58.AS404

WEST 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

SCALE: NTS

P7 - PHOTO 07

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

OF28 38

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AM

58.AS404

BUILDING 58 WEST 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

UP

UP

UP

UP

/ 1

.A

S4

1 / 124.AS401

1 / 124.AS403

OFFICE

OFFICE

OFFICE

WORK

ROOM

OFFICE

OFFICE

PRINT

ROOM

OFFICE

STAFF

LOUNGE

OFFICE

OFFICE

OFFICE

STORAGE

WAITING

DATA

BREAKROOM

OFFICE

OFFICE

BATH

105A

STORAGE

STORAGE

CORRIDOR

C101

STORAGE

CORRIDOR

C104 TOILET

113A STORAGE

OFFICE

OFFICE

CLOSET

112A

ELEC

112B

OFFICE

OFFICE

STAFF

ROOM

CORRIDOR

STORAGE

108B

OFFICE

109A

STORAGE

111A

OFFICE

115A

HAC

STAIR #01

S102

ROOM

C103

ELEC

116A

TOILET

H.A.C.

117A

MECH

ELEC

CORRIDOR

C100

OFFICE

STAIR #02

S100

CORRIDOR

C102

MENS

TOILET

BARBER

STORAGE

/ 1

.A

S4

TYP.

TYP.

21 TYP.

TYP.

TYP.

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 THE 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 ADJACENET TO

THE AREA OF WORK, WHEREVER THE SIGNAGE COULD BE AFFECTED BY THE CONSTRUCTION

OPERATIONS. RE-INSTALL UPON COMPLETION OF THE WORK.

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.

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

124.AS101

FIRST FLOOR PLAN

NORTH

PLAN CONSTRUCTION NOTES

1 REMOVE, PREP AREA, AND REPLACE BRICK MORTAR JOINT, SHOWN IN LINEAR

FEET. MATCH EXISTING MORTAR JOINT EXACT.

2 REMOVE, PREP AREA, AND REPLACE EXISTING DISPLACED BRICK. IF DAMAGED

DURING CONSTRUCTION OPERATIONS, REPLACE WITH NEW BRICK. BRICK

AND MORTAR JOINT TO MATCH EXISTING EXACT.

3 REMOVE EFFLORESCENCE FROM MASONRY PRIOR TO FINAL CLEANING. AREA

SHOWN IN SQUARE FEET.

4 REMOVE, PREP AREA AND REPLACE SEALANT. SHOWN IN LINEAR FEET. REFER

TO SPECIFICATIONS.

5 REMOVE LOOSE LINTEL COMPLETE. REPLACE WITH GALVANIZED LINTEL,

PAINTED TO MATCH EXISTING. FIELD VERIFY EXACT SIZE.

6 REMOVE, PREP AREA AND REPLACE STONE MORTAR JOINT, SHOWN IN LINEAR

FEET. MATCH EXISTING MORTAR JOINT EXACT.

7 REMOVE, PREP AREA AND REPLACE SEALANT, ADD BACKER ROD. SHOWN IN

LINEAR FEET. REFER TO SPECIFICATIONS.

8 REMOVE EXISTING CONCRETE CAP AND REPLACE WITH PRECAST CONCRETE

CAP TO MATCH EXISTING EXACT. FIELD VERIFY MEASUREMENTS.

9 CLEAN, PREP, AND PAINT EXISTING STEEL LINTEL. SHOWN IN LINEAR FEET. FIELD

VERIFY MEASUREMENTS. LEAD PAINT TO BE ABATED PER SPECIFICATIONS.

10 REMOVE BROKEN OR DAMAGED BRICK. REPLACE WITH NEW BRICK. BRICK

AND MORTAR JOINT TO MATCH EXISTING EXACT.

11 REMOVE DAMAGED OR BROKEN STONE LINTEL AND REPLACE WITH NEW

STONE LINTEL. MATCH STONE AND MORTAR JOINT COMPLETE. FIELD VERIFY

STONE SIZE.

12 REMOVE DAMAGED OR BROKEN STONE SILL AND REPLACE WITH NEW STONE

SILL TO MATCH EXISTING.

13 REMOVE DAMAGED STONE. REPLACE WITH NEW STONE. NEW STONE AND

MORTAR JOINT TO MATCH EXISTING EXACT.

14 PATCH AND REPAIR LIMESTONE. MATCH EXISTING COLOR EXACT. FIELD

VERIFY.

15 REMOVE A PORTION OF THE DAMAGED LIMESTONE. PREP AND INSTALL

LIMESTONE PATCH.

16 CLEAN, PREP, AND PAINT EXPOSED STEEL REBAR. CHIP OUT CONCRETE TO

REMOVE LOOSE OR FLAKING MATERIAL. PATCH CONCRETE TO MATCH

EXISTING. FIELD VERIFY.

17 THOROUGHLY CLEAN LIMESTONE. REFER TO SPECIFICATIONS.

18 PATCH / REPAIR CONCRETE. PREP DAMAGED AREA AS NEEDED INCLUDING

REMOVING CONCRETE TO PROVIDE A PROPER SURFACE TO ACCEPT THE

CONCRETE PATCH MATERIAL. 1" "V" SHAPE (ROUGH) MINIMUM AREA

REQUIRED.

19 INSTALL SEALER TO CONCRETE TO PROTECT FROM SALT. FOLLOW

MANUFACTURER INSTRUCTIONS FOR APPLICATION REQUIREMENTS.

20 CUT IN 1/2" EXPANSION JOINT THROUGH BRICK VENEER. SEAL JOINT WITH

SEALANT PER SPECIFICATIONS.

21 REMOVE (ABATE PER SPECIFICATIONS 02 08333.13) WINDOW PERIMETER

SEALANT / CAULK AT ALL EXTERIOR OPENINGS, DOORS AND WINDOWS 100%.

ALL OPENINGS WHETHER OR NOT THE NOTE IS SHOWN.

SPECIFICALLY THE JOINT WHERE THE WINDOW / DOOR MEETS THE EXTERIOR

CLADDING (BRICK / STONE). REPLACE WITH NEW AS SPECIFIED.

LEGEND

P1 : PHOTO 01

S.F. : SQUARE FEET

L.F. : LINEAR FEET

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

All Concepts, ideas, design elements, plans, and details as shown on this document are the sole property of Viridian Architectural

Design, Inc. and shall not be used for any purpose without prior expressed written consent. The Owner shall be permitted to retain copies for information and reference.

Viridian Architectural Design, Inc.

2020 E. Washington Boulevard Suite 200 Fort Wayne, Indiana 46803

PH: 260.424.4830

www.viridian-design.net

FINAL BID

DOCUMENTS

OF29 38

C :\U se rs

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AM

124.AS101

BUILDING 124 FIRST FLOOR PLAN REPAIR EXTERIOR WALLS,

MARION

MARION VAMC

610-21-208

Building 124

08/09/2021 TWT AJA

First Floor 658' - 0"

Second Floor 671' - 6"

Roof 706' - 7"

Lower Level 652' - 0"

Third Floor 683' - 5"

Fourth Floor 695' - 3"

3 S.F.

P2

9 L.F.

P213

P2 P3

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

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

124.AS401

NORTH ELEVATION

NOTE:

NOT ALL KEYNOTES ARE USED ON EVERY SHEET. NOTES NOT

USED ON THIS SHEET MAY OCCUR ON OTHER SHEETS.

SCALE: NTS

P1 - PHOTO 01

13 S.F.

SEE PHOTO 1

SCALE: NTS

P2 - PHOTO 02

SCALE: NTS

P3 - PHOTO 03

GENERAL CONSTRUCTION NOTES

1. AREAS SHOWN FOR REPAIR HAVE BEEN PRIORITIZED. NOT ALL DAMAGED AREAS ARE SHOWN

TO BE REPAIRED. THE INTENT OF THE DOCUMENTS ARE TO REPAIR THE EXTERIOR WALLS

WHERE THE MOST CRITICAL DAMAGE IS OBSERVED. FIELD VERIFY THE 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 ADJACENET 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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124.AS401

BUILDING 124 NORTH ELEVATION REPAIR EXTERIOR WALLS,

MARION

MARION VAMC

610-21-208

Building 124

08/09/2021 TWT AJA

Second Floor 671' - 6"

Roof 706' - 7"

Lower Level 652' - 0"

Third Floor 683' - 5"

Fourth Floor 695' - 3"

1 14 L.F.

TYP.

TYP.

134 P1

REFER TO NOTES ON

DRAWING 124.AS403

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

124.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 REPAIR THE EXTERIOR WALLS

WHERE THE MOST CRITICAL DAMAGE IS OBSERVED. FIELD VERIFY THE 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 ADJACENET 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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124.AS402

BUILDING 124 EAST ELEVATION REPAIR EXTERIOR WALLS,

MARION

MARION VAMC

610-21-208

Building 124

08/09/2021 TWT AJA

Revisions: Date:

SCALE: NTS

P1 - PHOTO 1

Second Floor 671' - 6"

Roof 706' - 7"

Lower Level 652' - 0"

Third Floor 683' - 5"

Fourth Floor 695' - 3"

10P10

16 S.F.

10P11

16 S.F.

120 L.F. (100% STEPS)

P1 & P4

6 SF

P10 14 P3

1 S.F.

14 P6

1 S.F.

14 P2

1 S.F.

P5

1 S.F.

131P1 DRAWING

124.AS404

133 135P7, P13

P8

P12

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

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"

124.AS403

SOUTH ELEVATION

SCALE: NTS

P1 - PHOTO 01

SCALE: NTS

P7 - PHOTO 07

SCALE: NTS

P8 - PHOTO 08

SCALE: NTS

P3 - PHOTO 03

SCALE: NTS

P6 - PHOTO 06

SCALE: NTS

P9 - PHOTO 09

SCALE: NTS

P2 - PHOTO 02

SCALE: NTS

P5 - PHOTO 05

SCALE: NTS

P4 - PHOTO 04

SCALE: NTS

P10 - PHOTO 10

SCALE: NTS

P11 - PHOTO 11

ALL STONE REPLACEMENT SHALL BE FIELD VERIFIED.

SIZES SHOWN FOR BID PURPOSES.

ALL SIZES ARE SHOWN NOMINAL AND IN INCHES

NOTE 13 APPLIES TO ALL STONE LISTED BELOW.

WEST WALL, WEST SIDE

33X10X4 33X16X4 33X16X4 33X16X4 31X16X4 16X16X4

17X26X3 1/2" (FRONT FACE)

SOUTH STAIR STONE REPLACEMENT

WEST WALL CAP

21X64X4

WEST WALL, EAST SIDE

30X10X4 33X10X4 33X10X4 16X16

EAST WALL, EAST SIDE

(2) 17X26 1/2 X 3 1/2 33X16X4 33X16X4 7X9X4

EAST WALL, WEST SIDE

17x16 (REPLACE WHITE TILE)

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 THE 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 ADJACENET 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

P12 - PHOTO 12

SCALE: NTS

P13 - PHOTO 13

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

OF32 38

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:2

AM

124.AS403

BUILDING 124 SOUTH ELEVATION REPAIR EXTERIOR WALLS,

MARION

MARION VAMC

610-21-208

Building 124

08/09/2021 TWT AJA

LEGEND

P1 : PHOTO 01

S.F. : SQUARE FEET

UP

/ 1

.A

S4

1 / 138.AS402

/ 1

.A

S4

2 / 138.AS404

/ 1

.A

S4

/ 1

.A

S4

21 TYP.

21 TYP.

21 TYP.

21 TYP.

21 TYP.21 TYP.

21 TYP.

21 TYP. 21 TYP.

21 TYP.

21 TYP.

21 TYP.

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

138.AS101

FIRST FLOOR PLAN

NOTE:

NOT ALL KEYNOTES ARE USED ON EVERY SHEET. NOTES NOT

USED ON THIS SHEET MAY OCCUR ON OTHER SHEETS.

NORTH

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.

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

OF34 38

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AM

138.AS101

BUILDING 138 FIRST FLOOR PLAN REPAIR EXTERIOR WALLS,

MARION

MARION VAMC

610-21-208

Building 138

08/09/2021 TWT AJA

LEGEND

P1 : PHOTO 01

S.F. : SQUARE FEET

100' - 0"

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"

P2

2 8 SF

TYP.

TYP.

TYP.

TYP.

TYP.

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"

Penthouse Floor 153' - 11"

P3, P4

6 300 LF

P1

17 1500 SF

30' - 7" +/-

TYP.

TYP.

TYP.

TYP.

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

138.AS401

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

138.AS401

NORTH ELEVATION AT ENTRY

SCALE: NTS

P1 - PHOTO 01

SCALE: NTS

P3 - PHOTO 03

SCALE: NTS

P4 - PHOTO 04

SCALE: NTS

P2 - PHOTO 02

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

OF35 38

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138.AS401

BUILDING 138 NORTH 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