Amendment A00006 Rev DWGs_Part3.pdf

AE207

AE2073

AE207

AE207 4

AE501

11 11

TYP.

TYP.

TYP.

TYP.

TYP.

BUILDING 172

BUILDING 124

BUILDING 174

BUILDING 16

BUILDING 127

TYP.

TYP.

TYP.

TYP.

4:12

:1

:1

:1

:1

:1

:1

4:12

6:126:12

:1

4:12

4:12

:1

4:12

4:12 4:12

:1

6:126:12

TYP.

TYP. TYP.

12 12

121212

AE501

Sim

AE501

Sim

AE501

Sim

AE501

Sim

TYP.

TYP.

TYP.

TYP.

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

DRAWING OF 24

C U s e rs

\n a te m \O n e

D ri v e

\D o c u m e n ts \F

F E

M a ri o n

W a te r In fi lt ra ti o n

B n a te

.m o u ld s .r v t

/1

/2

:3

:2

A

M

AE107

BUILDING 15 - ROOF PLAN

03/11/2021 PQ BL

MARION, INDIANA

#610-20-102CONSTRUCTION

DOCUMENTS

CORRECT WATER

INFILTRATION

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

BUILDING 15 - ROOF PLAN

1 REMOVE EXISTING ASPHALT SHINGLES AND UNDERLAYMENT - REPLACE

WITH NEW STONE COATED STEEL SHINGLES OVER #30 FELT

UNDERLAYMENT OVER EXISTING SHEATHING. REPLACE SHEATHING AND

INSULATION WHERE DAMAGED - ASSUME 10% SHEATHING AND INSULATION

REPLACEMENT AT RAFTERS - SEE SECTIONS AND DETAILS ON AE501 AND

AE502.

2 EXISTING METAL ROOF TO REMAIN - PREPARE SURFACE AND APPLY 3-PLY

SELF-ADHERED SBS MODIFIED BITUMIN MEMBRANE TO EXTENT OF METAL

ROOF AND EXTEND 24" UP ADJACENT ROOF SLOPE. INSTALL NEW

BLOCKING WHERE REQUIRED. SEE DETAIL 9/AE501.

3 NO WORK IN THIS AREA.

4 SEE SHEETS AE110 AND AE210 FOR DEMOLITION AND NEW WORK AT

BUILDING 124.

5 SEE SHEETS AE108 AND AE208 FOR DEMOLITION AND NEW WORK AT

BUILDING 16.

6 NEW EXPANSION JOINT AT EXISTING LOCATION - DETAILS PER SHINGLE

MANUFACTURER.

7 EXISTING ROOF HATCH TO REMAIN.

8 EXISTING METAL CAP TO REMAIN - PREPARE SURFACE AND APPLY

SELF-ADHERED SBS.

9 RIDGE CAP BY SHINGLE MANUFACTURER TO MATCH ADJACENT SHINGLES -

TYPICAL.

10 VALLEY FLASHING BY SHINGLE MANUFACTURER.

11 PROVIDE NEW STEP FLASHING AT INTERSECTION WITH WALL.

12 PROTECT EXISTING DOWNSPOUT DURING ALL PHASES OF CONSTRUCTION.

13 EXISTING ALUMINUM GUTTER TO REMAIN.

14 ALTERNATE #1: FALL PROTECTION ROOF ANCHOR SPACED AT 20’ O.C., NO

MORE THAN 24” FROM ROOF PEAK. INSTALL INTO STRUCTURAL FRAMING

AND COORDINATE WITH SHINGLE INSTALLATION.

15 CRICKET BY SHINGLE MANUFACTURER TO MATCH ADJACENT SHINGLES.

16 REPLACE EXISTING BOX GUTTER - INSTALL NEW GUTTER BOX, PEEL &

SEAL LINER, AND WOOD CORNICE PROFILE AND ASSOCIATED BLOCKING,

TYPICAL UNLESS NOTED OTHERWISE - SEE DETAIL 4 ON AE501.

D R A W I N G N O T E S

G E N E R A L N O T E S

KEY PLAN

A. THE ROOFING SYSTEM SHALL BE COMPLETELY WATERTIGHT AT THE END OF EACH DAY’S

CONSTRUCTION ACTIVITY. IF TEMPORARY ROOFING STRATEGIES ARE USED, MATERIALS

INSTALLED SHALL SERVE THE SAME FUNCTION AS EXISTING MATERIALS AND WILL BE

COMPATIBLE WITH EXISTING ROOF SYSTEM.

B. CONTRACTOR SHALL RELOCATE EXISTING SURFACE-MOUNTED LIGHTNING PROTECTION

SYSTEM AS NEEDED. REINSTALL SYSTEM AT COMPLETION OF ROOF WORK IN EACH ROOF

AREA. CONTRACTOR SHALL RECERTIFY ENTIRE LIGHTNING PROTECTION SYSTEM AT

CONCLUSION OF PROJECT.

C. NOTE REMOVED.

D. EXISTING PLUMBING VENTS ARE NOT SHOWN ON ROOF PLAN BUT SHALL BE INCLUDED IN THE

PROJECT BID AND COMPLETED ACCORDING TO DETAILS AND/OR ROOFING SYSTEM

REQUIREMENTS.

E. MISCELLANEOUS MECHANICAL, PLUMBING, OR ELECTRICAL PENETRATIONS THRU ROOF MAY

NOT BUT SHOWN BUT SHALL BE INCLUDED IN THE PROJECT BID AND COMPLETED

ACCORDING TO ROOFING SYSTEM REQUIREMENTS. COORDINATE REMOVAL WITH NEW

WORK PLANS AND SECTIONS. ALL PENETRATIONS SHALL BE FLASHED AND MAINTAIN

WATERTIGHTNESS THROUGHOUT COMPLETION OF CONSTRUCTION.

F. EXISTING STRUCTURAL AND FRAMING MEMBERS TO REMAIN UNLESS NOTED OTHERWISE.

No. Revisions: Date:

1 ADDENDUM 001 04/27/2022

2 ADDENDUM 002 05/17/2022

AE208

AE2083

AE208

AE208 4

AE501

BUILDING 15

BUILDING 17

BUILDING 174

:1

:1

4:12 4:12

:1

:1

:1

:1

:1

2 2:122:12

6:126:12

:1

:1

4:124:12

:1

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

13 13

AE501

Sim

AE501

Sim

AE501

Sim

AE501

Sim

AE501

Sim

AE501

Sim

AE501

TYP.

TYP.

TYP.

TYP.

TYP.TYP.

TYP.

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

DRAWING OF 24

C U s e rs

\n a te m \O n e

D ri v e

\D o c u m e n ts \F

F E

M a ri o n

W a te r In fi lt ra ti o n

B n a te

.m o u ld s .r v t

/1

/2

:3

:5

A

M

AE108

BUILDING 16 - ROOF PLAN

03/11/2021 PQ BL

MARION, INDIANA

#610-20-102CONSTRUCTION

DOCUMENTS

CORRECT WATER

INFILTRATION

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

BUILDING 16 - ROOF PLAN

1 REMOVE EXISTING ASPHALT SHINGLES AND UNDERLAYMENT - REPLACE

WITH NEW STONE COATED STEEL SHINGLES OVER #30 FELT

UNDERLAYMENT OVER EXISTING SHEATHING. REPLACE SHEATHING AND

INSULATION WHERE DAMAGED - ASSUME 10% SHEATHING AND

INSULATION REPLACEMENT AT RAFTERS - SEE SECTIONS AND DETAILS ON

AE501 AND AE502.

2 EXISTING METAL ROOF TO REMAIN - PREPARE SURFACE AND APPLY 3-PLY

SELF-ADHERED SBS MODIFIED BITUMIN MEMBRANE TO EXTENT OF METAL

ROOF AND EXTEND 24" UP ADJACENT ROOF SLOPE. INSTALL NEW

BLOCKING WHERE REQUIRED. SEE DETAIL 9/AE501.

3 REPLACE EXISTING BOX GUTTER - INSTALL NEW GUTTER BOX, PEEL &

SEAL LINER, AND WOOD CORNICE PROFILE AND ASSOCIATED BLOCKING,

TYPICAL UNLESS NOTED OTHERWISE - SEE DETAIL 4 ON AE501.

4 SEE SHEETS AE107 AND AE207 FOR DEMOLITION AND NEW WORK AT

BUILDING 15.

5 SEE SHEETS AE109 AND AE209 FOR DEMOLITION AND NEW WORK AT

BUILDING 17.

6 NO WORK IN THIS AREA.

7 EXISTING ROOF HATCH TO REMAIN.

8 REMOVE EXISTING MECHANICAL DUCTWORK TO BELOW ROOF SURFACE -

SUPPORT EXISTING WITHIN ATTIC SPACE - VERIFY EXHAUST IS INACTIVE

PRIOR TO CONSTRUCTION - PATCH OPENING WITH WOOF FRAMING AND

SHEATHING - PREPARE TO RECEIVE NEW SHINGLES

9 EXISTING METAL CAP TO REMAIN - PREPARE SURFACE AND APPLY

SELF-ADHERED SBS.

10 RIDGE CAP BY SHINGLE MANUFACTURER TO MATCH ADJACENT SHINGLES

- TYPICAL.

11 VALLEY FLASHING BY SHINGLE MANUFACTURER.

12 PROVIDE NEW STEP FLASHING AT INTERSECTION WITH WALL.

13 PROTECT EXISTING DOWNSPOUT DURING ALL PHASES OF

CONSTRUCTION.

14 EXISTING ALUMINUM GUTTER TO REMAIN.

15 ALTERNATE #1: FALL PROTECTION ROOF ANCHOR SPACED AT 20’ O.C., NO

MORE THAN 24” FROM ROOF PEAK. INSTALL INTO STRUCTURAL FRAMING

AND COORDINATE WITH SHINGLE INSTALLATION.

16 CRICKET BY SHINGLE MANUFACTURER TO MATCH ADJACENT SHINGLES.

D R A W I N G N O T E S

G E N E R A L N O T E S

KEY PLAN

A. THE ROOFING SYSTEM SHALL BE COMPLETELY WATERTIGHT AT THE END OF EACH DAY’S

CONSTRUCTION ACTIVITY. IF TEMPORARY ROOFING STRATEGIES ARE USED, MATERIALS

INSTALLED SHALL SERVE THE SAME FUNCTION AS EXISTING MATERIALS AND WILL BE

COMPATIBLE WITH EXISTING ROOF SYSTEM.

B. CONTRACTOR SHALL RELOCATE EXISTING SURFACE-MOUNTED LIGHTNING PROTECTION

SYSTEM AS NEEDED. REINSTALL SYSTEM AT COMPLETION OF ROOF WORK IN EACH ROOF

AREA. CONTRACTOR SHALL RECERTIFY ENTIRE LIGHTNING PROTECTION SYSTEM AT

CONCLUSION OF PROJECT.

C. NOTE REMOVED.

D. EXISTING PLUMBING VENTS ARE NOT SHOWN ON ROOF PLAN BUT SHALL BE INCLUDED IN THE

PROJECT BID AND COMPLETED ACCORDING TO DETAILS AND/OR ROOFING SYSTEM

REQUIREMENTS.

E. MISCELLANEOUS MECHANICAL, PLUMBING, OR ELECTRICAL PENETRATIONS THRU ROOF MAY

NOT BUT SHOWN BUT SHALL BE INCLUDED IN THE PROJECT BID AND COMPLETED

ACCORDING TO ROOFING SYSTEM REQUIREMENTS. COORDINATE REMOVAL WITH NEW

WORK PLANS AND SECTIONS. ALL PENETRATIONS SHALL BE FLASHED AND MAINTAIN

WATERTIGHTNESS THROUGHOUT COMPLETION OF CONSTRUCTION.

F. EXISTING STRUCTURAL AND FRAMING MEMBERS TO REMAIN UNLESS NOTED OTHERWISE.

No. Revisions: Date:

1 ADDENDUM 001 04/27/2022

AE209

AE2092

AE209

AE209 3

AE501

BUILDING 16

:1

:1

4:12 4:12

:1

:1

:1

:1

4:12 4:12

:1

:1

2 4:124:12

4:12

:1

4:12

:1

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

AE501

Sim4

AE501

Sim

AE501

Sim

AE501

Sim

AE501

Sim

AE501

Sim

TYP.

TYP.

TYP.

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

DRAWING OF 24

C U s e rs

\n a te m \O n e

D ri v e

\D o c u m e n ts \F

F E

M a ri o n

W a te r In fi lt ra ti o n

B n a te

.m o u ld s .r v t

/1

/2

:2

:5

A

M

AE109

BUILDING 17 - ROOF PLAN

03/11/2021 PQ BL

MARION, INDIANA

#610-20-102CONSTRUCTION

DOCUMENTS

CORRECT WATER

INFILTRATION

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

BUILDING 17 - ROOF PLAN

1 REMOVE EXISTING ASPHALT SHINGLES AND UNDERLAYMENT - REPLACE WITH NEW

STONE COATED STEEL SHINGLES OVER #30 FELT UNDERLAYMENT OVER EXISTING

SHEATHING. REPLACE SHEATHING AND INSULATION WHERE DAMAGED - ASSUME

10% SHEATHING AND INSULATION REPLACEMENT AT RAFTERS - SEE SECTIONS AND

DETAILS ON AE501 AND AE502.

2 EXISTING METAL ROOF TO REMAIN - PREPARE SURFACE AND APPLY 3-PLY

SELF-ADHERED SBS MODIFIED BITUMIN MEMBRANE TO EXTENT OF METAL ROOF AND

EXTEND 24" UP ADJACENT ROOF SLOPE. INSTALL NEW BLOCKING WHERE REQUIRED.

SEE DETAIL 9/AE501.

3 SEE SHEETS AE108 AND AE208 FOR DEMOLITION AND NEW WORK AT BUILDING 16.

4 NO WORK IN THIS AREA.

5 EXISTING ROOF HATCH TO REMAIN.

6 EXISTING METAL CAP TO REMAIN - PREPARE SURFACE AND APPLY SELF-ADHERED

SBS.

7 RIDGE CAP BY SHINGLE MANUFACTURER TO MATCH ADJACENT SHINGLES - TYPICAL.

8 VALLEY FLASHING BY SHINGLE MANUFACTURER.

9 PROVIDE NEW STEP FLASHING AT INTERSECTION WITH WALL.

10 PROTECT EXISTING DOWNSPOUT DURING ALL PHASES OF CONSTRUCTION.

11 EXISTING ALUMINUM GUTTER TO REMAIN.

12 ALTERNATE #1: FALL PROTECTION ROOF ANCHOR SPACED AT 20’ O.C., NO MORE

THAN 24” FROM ROOF PEAK. INSTALL INTO STRUCTURAL FRAMING AND COORDINATE

WITH SHINGLE INSTALLATION.

13 CRICKET BY SHINGLE MANUFACTURER TO MATCH ADJACENT SHINGLES.

14 REPLACE EXISTING BOX GUTTER - INSTALL NEW GUTTER BOX, PEEL & SEAL LINER,

AND WOOD CORNICE PROFILE AND ASSOCIATED BLOCKING, TYPICAL UNLESS NOTED

OTHERWISE - SEE DETAIL 4 ON AE501.

D R A W I N G N O T E S

G E N E R A L N O T E S

KEY PLAN

A. THE ROOFING SYSTEM SHALL BE COMPLETELY WATERTIGHT AT THE END OF EACH DAY’S

CONSTRUCTION ACTIVITY. IF TEMPORARY ROOFING STRATEGIES ARE USED, MATERIALS

INSTALLED SHALL SERVE THE SAME FUNCTION AS EXISTING MATERIALS AND WILL BE

COMPATIBLE WITH EXISTING ROOF SYSTEM.

B. CONTRACTOR SHALL RELOCATE EXISTING SURFACE-MOUNTED LIGHTNING PROTECTION

SYSTEM AS NEEDED. REINSTALL SYSTEM AT COMPLETION OF ROOF WORK IN EACH ROOF

AREA. CONTRACTOR SHALL RECERTIFY ENTIRE LIGHTNING PROTECTION SYSTEM AT

CONCLUSION OF PROJECT.

C. NOTE REMOVED.

D. EXISTING PLUMBING VENTS ARE NOT SHOWN ON ROOF PLAN BUT SHALL BE INCLUDED IN THE

PROJECT BID AND COMPLETED ACCORDING TO DETAILS AND/OR ROOFING SYSTEM

REQUIREMENTS.

E. MISCELLANEOUS MECHANICAL, PLUMBING, OR ELECTRICAL PENETRATIONS THRU ROOF MAY

NOT BUT SHOWN BUT SHALL BE INCLUDED IN THE PROJECT BID AND COMPLETED

ACCORDING TO ROOFING SYSTEM REQUIREMENTS. COORDINATE REMOVAL WITH NEW

WORK PLANS AND SECTIONS. ALL PENETRATIONS SHALL BE FLASHED AND MAINTAIN

WATERTIGHTNESS THROUGHOUT COMPLETION OF CONSTRUCTION.

F. EXISTING STRUCTURAL AND FRAMING MEMBERS TO REMAIN UNLESS NOTED OTHERWISE.

No. Revisions: Date:

1 ADDENDUM 001 04/27/2022