Amendment A00006 Rev DWGs_Part7.pdf

AE501

TYP. TYP.

2 2

6 6

10 10

AE501

6 6

81 1

TYP. TYP.

11 1

2 2

3 3

6 6 6 6

10 10

AE501

2 2

BRICK TO BE CLEANED AND TUCK-POINTED - 50 SF - BUILDING 15

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

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/1

/2

:4

:5

A

M

AE207

BUILDING 15 - ELEVATIONS

03/11/2021 PQ BL

MARION, INDIANA

#610-20-102CONSTRUCTION

DOCUMENTS

CORRECT WATER

INFILTRATION

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 PROTECT EXISTING DOWNSPOUT DURING ALL PHASES OF CONSTRUCTION.

4 REPLACE EXISTING DORMER LOUVER WITH NEW LOUVER - SEE SECTIONS

AND DETAILS.

5 REMOVE EXISTING LOOSE OR RECEDING MORTAR FROM JOINT -

TUCKPOINT WITH NEW MORTAR - STAIN ALL NEW MORTAR TO MATCH

EXISTING COLOR.

6 EXISTING DOWNSPOUT BOOT TO REMAIN.

7 EXISTING ROOF HATCH TO REMAIN.

8 NEW EXPANSION JOINT AT EXISTING LOCATION - DETAILS PER SHINGLE

MANUFACTURER.

9 PROVIDE NEW STEP FLASHING AT INTERSECTION WITH WALL.

10 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.

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. NOTED 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.

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

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

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

BUILDING 15 - NORTH ELEVATION

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

BUILDING 15 - EAST ELEVATION

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

BUILDING 15 - SOUTH ELEVATION

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

BUILDING 15 - WEST ELEVATION

No. Revisions: Date:

1 ADDENDUM 001 04/27/2022

2 ADDENDUM 002 05/17/2022

AE501

11 11 11

4 444

9 9

AE501

2 2

1 8

10 10

AE501

11 11 11

3 3

6 6

10 10 10 10 10

AE501

10 10

BRICK TO BE CLEANED AND TUCK-POINTED - 50 SF - BUILDING 16

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

:3

A

M

AE208

BUILDING 16 - ELEVATIONS

03/11/2021 PQ BL

MARION, INDIANA

#610-20-102CONSTRUCTION

DOCUMENTS

CORRECT WATER

INFILTRATION

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 PROTECT EXISTING DOWNSPOUT DURING ALL PHASES OF

CONSTRUCTION.

4 REPLACE EXISTING DORMER LOUVER WITH NEW LOUVER - SEE SECTIONS

AND DETAILS.

5 REMOVE EXISTING LOOSE OR RECEDING MORTAR FROM JOINT -

TUCKPOINT WITH NEW MORTAR - STAIN ALL NEW MORTAR TO MATCH

EXISTING COLOR.

6 EXISTING DOWNSPOUT BOOT TO REMAIN.

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 PROVIDE NEW STEP FLASHING AT INTERSECTION WITH WALL.

10 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

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

BUILDING 16 - SOUTH ELEVATION

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

BUILDING 16 - EAST ELEVATION

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

BUILDING 16 - NORTH ELEVATION

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

BUILDING 16 - WEST ELEVATION

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