Bldg 9 Vol. 9-17.pdf

1. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL

DIMENSIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES

PRIOR TO NEW STUD INSTALLATION.

2. ALL WALL HUNG ITEMS OR EQUIPMENT PROVIDED BY THE

OWNER OR GENERAL CONTRACTOR SHALL HAVE FIRE TREATED

WOOD BLOCKING WHERE REQUIRED.

3. THE GENERAL CONTRACTOR IS TO FIELD VERIFY THE INTEGRITY

AND PENETRATIONS OF ALL EXISTING RATED PARTITIONS TO

REMAIN COMPLIANT WITH THE LIFE SAFETY PLANS.

4. WHERE NEW WORK IS LIMITED TO A PORTION OF A WALL,

REFINISH ENTIRE WALL TO MATCH EXISTING TO NEAREST

CORNER OR MATERIAL TRANSITION.

1. INSTALL NEW LOUVER AND NEW FLASHING. PAINT EXPOSED

TRIM.

2. INSTALL NEW WOOD SUBSTRATE WHERE IT WAS

DEMOLISHED AND INSTALL NEW SLATE ROOF & FLASHINGS.

3. RECAP EXISTING CHIMNEY. TUCKPOINT & REPAIR ANY

DAMAGED BRICK.

4. INSTALL NEW WOOD TRIM AND COPPER INTEGRAL GUTTER.

5. INSTALL NEW FLAT ROOF WITH GRAVEL STOP & COPING TO

MATCH EXISTING.

6. INSTALL NEW DRIP EDGE ONLY.

7. INSTALL NEW SLATE TILE ON VERTICAL SURFACES OF

DORMERS.

8. INSTALL NEW DOWNSPOUTS.

9. REINSTALL BUILDING SIGNAGE.

10. NEW 42" HIGH SYNTHETIC GUARDRAIL TO MATCH EXISTING

11. EXISTING DOWNSPOUT RECEIVERS TO REMAIN. CLEAN

OUT AS RQD.

12. REPLACE UP TO 250LF (LINEAR FEET) OF WOOD CORNICE

BELOW THE BUILT-IN COPPER GUTTER TO MATCH THE

EXISTING CORNICE IN PROFILE AND FINISH, THE REMAINING

CORNICE IS TO SCRAPED, PRIMED, AND PAINTED.

13. REPLACE UP TO 100LF (LINEAR FEET) OF WOOD CORNICE

AT THE GABLE ENDS TO MATCH THE EXISTING CORNICE IN

PROFILE AND FINISH, THE REMAINING CORNICE AT THE GABLE

ENDS IS TO BE SCRAPED, PRIMED, AND PAINTED.

14. SCRAPE, PRIME, AND REPAINT WOOD GABLE END

MEDALLION.

C1

AE201

C

A E

F

A E

F1

AE201

1 1

C

A E

C

A E

E

A E

C

A E

E

A E

E

A E

LIMITED ACCESS

ABOVE PORTICO

LIMITED ACCESS

ABOVE PORTICO

EXISTING

STAIRWELL

MECHANICAL

ROOM ELEVATOR

OVERUN

AHU

N

FINAL CONSTRUCTION DOCUMENTS

A f f a ir s

V e te ra n s

Approved: Infection Control Officer

Approved: Safety Manager

Approved: GEMS Coordinator

Approved: Energy Engineer

Approved: Associate Director

Approved: Chief of Staff

Approved: Service Chief th re e in ch es o ne fo ot on e an d on e-ha lf in ch es o ne fo ot on e in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-ei gh ts in ch o ne fo ot on e-qu ar te r in ch o ne fo ot on e-ei gh t i nc h o ne fo ot

DRAWING NO.

Dwg. Of

Project No.

Date

DrawnChecked

Location

Building Number

Project Title

Approved: Medical Center Director

Approved: Chief of Facility Management Svc.

Drawing Title

DateRevisions

BUILDING 9

VA MEDICAL CENTER, SALEM, VA 24153

REPLACE ROOF AND TUCKPOINT (BUILDING 9)

102 3rd Ave., NE Hickory, NC 28601

828.315.9962 www.atriaxgroup.com

2105 Water Ridge Pkwy #

Charlotte, NC 28217 704.535.6374 www.wmba.net

Quality Consulting Engineers, PLLC

6277-600 Carolina Commons Drive, #

Indian Land SC 29707 803.207.5450 djones@qualityconsultingengineers.com

100% FINAL CONSTRUCTION

DOCUMENTS

1 2 3 4 5 6 7 8

A

B

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FLOOR PLAN - ATTIC SLAB

7 JANUARY, 2019

7 JANUARY, 2019

AE101

MJC SEC

AE101

FLOOR PLAN GENERAL NOTES

FLOOR PLAN KEYED NOTES

1/8" = 1'-0" F1

FLR - ATTIC SLAB - NEW

C

A E

F

A E

C

A E

C

A E

E

A E

C

A E

E

A E

E

A E

AE101A

E7

1"

4 1/8"

/4

1. SNOW GUARD LAYOUT MAY VARY

DEPENDING ON MANUFACTURER. SUBMIT

SNOW GUARD LAYOUT W/ SUBMITTALS.

2. SNOW GUARD MANUFACTURER SHALL USE

GROUND SNOW LOAD OF 30PSF WHEN

DESIGNING SNOW GUARD LAYOUTS.

No.100 SNOWGUARD ASSEMBLY

BY "BERGER BROS. CO."

60˚

1"

2"

1'-5 1/2"

V

IF

E Q

V

IF

E Q

RIDGE (TOP OF ROOF)

EAVE (BOTT. OF ROOF)

X X X X X X X

X X X X X X X

X X X X X X X

2'-0" TYP

LOCATE SECOND GROUP OF SNOW

GUARDS MIDWAY UP ROOF SLOPE.

REVERSE SPACING FROM FIRST

GROUP PATTERN, AS SHOWN.

START THIRD ROW OR SNOW

GUARD ASSEMBLY UP TWO (2)

ROWS OF SLATE FROM THE

SECOND ROW. CENTER

BETWEEN GUARDS ON SECOND

ROW.

START SECOND ROW OF SNOW

GUARD ASSEMBLY TWO (2) ROWS

OF SLATE ABOVE THE FIRST ROW

OF SNOW GUARDS. CENTER

BETWEEN GUARDS ON FIRST ROW.

SNOW GUARD ASSEMBLY.

BEGIN FIRST ROW AT BOTTOM

OF SECOND SLATE COURSE

AND INSTALL AT 2'-0" O/C

HORIZONTALLY.

NOTE: CONTRACTOR SHALL VERIFY

QUANTITY OF SNOW GUARDS

REQUIRED PER ROOF AREA PRIOR

TO BID AND ORDERING OF

MATERIALS.

XXXXXXX

XXXXXXX

XXXXXXX

N

FINAL CONSTRUCTION DOCUMENTS

A f f a ir s

V e te ra n s

Approved: Infection Control Officer

Approved: Safety Manager

Approved: GEMS Coordinator

Approved: Energy Engineer

Approved: Associate Director

Approved: Chief of Staff

Approved: Service Chief th re e in ch es o ne fo ot on e an d on e-ha lf in ch es o ne fo ot on e in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-ei gh ts in ch o ne fo ot on e-qu ar te r in ch o ne fo ot on e-ei gh t i nc h o ne fo ot

DRAWING NO.

Dwg. Of

Project No.

Date

DrawnChecked

Location

Building Number

Project Title

Approved: Medical Center Director

Approved: Chief of Facility Management Svc.

Drawing Title

DateRevisions

BUILDING 9

VA MEDICAL CENTER, SALEM, VA 24153

REPLACE ROOF AND TUCKPOINT (BUILDING 9)

102 3rd Ave., NE Hickory, NC 28601

828.315.9962 www.atriaxgroup.com

2105 Water Ridge Pkwy #

Charlotte, NC 28217 704.535.6374 www.wmba.net

Quality Consulting Engineers, PLLC

6277-600 Carolina Commons Drive, #

Indian Land SC 29707 803.207.5450 djones@qualityconsultingengineers.com

100% FINAL CONSTRUCTION

DOCUMENTS

1 2 3 4 5 6 7 8

A

B

C

D

E

F

658-16-101

C U s e r s

\m c h ri s te n s e n \D o c u m e n ts

\3

V

A S

A L E

M B

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G

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H m c h ri s te n s e n w m b a .n e t.

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/3 /2

:3

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M

SNOW GUARD LOCATIONS ROOF PLAN

7 JANUARY, 2019

7 JANUARY, 2019

AE101A

MJC SEC

AE101A

1/8" = 1'-0" F1

FLR - ROOF - NEW SNOW GUARD LOCATIONS ROOF PLAN

3" = 1'-0" F7

TYPICAL SNOWGUARD BRACKET

3" = 1'-0" E7

TYPICAL SNOWGUARD LAYOUT

C1

AE201

C

A E

F

A E

F1

AE201

2 2

2 2

2 2

222222

2 2 2 2

2 22 23

4 4 4444

4 4

4 4

44 44

7 77777

777 7

7 7 7 7

7 77 77

7 7 7 777

7 7 7 7

7 7 7 7 7 7

C

A E

C

A E

E

A E

C

A E

E

A E

E

A E

190'-10 3/4"

F6

AE304

TYP

F6

AE304

TYP

F6

AE304

TYP

F6

AE304

TYP

F6

AE304

TYP

F6

AE304

TYP

B1

AE303

TYP

B4

AE303

TYP

B4

AE303

TYP

B1

AE303

TYP

D4

AE304

TYP

B4

AE303

TYP

B4

AE303

TYP

B4

AE303

TYP

B4

AE303

TYP

B4

AE303

TYP

B1

AE303

TYP

B4

AE303

TYP

B4

AE303

TYP

B4

AE303

TYP

B4

AE303

TYP

B4

AE303

TYP

B4

AE303

TYP

B4

AE303

TYP

B4

AE303

TYP

B1

AE303

TYP

B1

AE303

TYP

B1

AE303

TYP

B4

AE303

TYP

B4

AE303

TYP

B1

AE303

TYP

B1

AE303

TYP

B1

AE303

TYP

D1

AE304

TYP

D4

AE304

TYP

F4

AE303

TYP

F4

AE304

TYP

F4

AE303

TYP

F4

AE304

TYP

D1

AE304

TYP

AE102

F7

TYP.

AE102

E7

TYP.

7'-8 5/8" 34'-5 1/8" 27'-1 3/8" 7'-5 1/2" 37'-5 3/8" 7'-5 1/4" 27'-1 5/8" 34'-4 3/4" 7'-9"

13 13

1. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL

DIMENSIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES

PRIOR TO NEW STUD INSTALLATION.

2. ALL WALL HUNG ITEMS OR EQUIPMENT PROVIDED BY THE

OWNER OR GENERAL CONTRACTOR SHALL HAVE FIRE TREATED

WOOD BLOCKING WHERE REQUIRED.

3. THE GENERAL CONTRACTOR IS TO FIELD VERIFY THE INTEGRITY

AND PENETRATIONS OF ALL EXISTING RATED PARTITIONS TO

REMAIN COMPLIANT WITH THE LIFE SAFETY PLANS.

4. WHERE NEW WORK IS LIMITED TO A PORTION OF A WALL,

REFINISH ENTIRE WALL TO MATCH EXISTING TO NEAREST

CORNER OR MATERIAL TRANSITION.

1. INSTALL NEW LOUVER AND NEW FLASHING. PAINT EXPOSED

TRIM.

2. INSTALL NEW WOOD SUBSTRATE WHERE IT WAS

DEMOLISHED AND INSTALL NEW SLATE ROOF & FLASHINGS.

3. RECAP EXISTING CHIMNEY. TUCKPOINT & REPAIR ANY

DAMAGED BRICK.

4. INSTALL NEW WOOD TRIM AND COPPER INTEGRAL GUTTER.

5. INSTALL NEW FLAT ROOF WITH GRAVEL STOP & COPING TO

MATCH EXISTING.

6. INSTALL NEW DRIP EDGE ONLY.

7. INSTALL NEW SLATE TILE ON VERTICAL SURFACES OF

DORMERS.

8. INSTALL NEW DOWNSPOUTS.

9. REINSTALL BUILDING SIGNAGE.

10. NEW 42" HIGH SYNTHETIC GUARDRAIL TO MATCH EXISTING

11. EXISTING DOWNSPOUT RECEIVERS TO REMAIN. CLEAN

OUT AS RQD.

12. REPLACE UP TO 250LF (LINEAR FEET) OF WOOD CORNICE

BELOW THE BUILT-IN COPPER GUTTER TO MATCH THE

EXISTING CORNICE IN PROFILE AND FINISH, THE REMAINING

CORNICE IS TO SCRAPED, PRIMED, AND PAINTED.

13. REPLACE UP TO 100LF (LINEAR FEET) OF WOOD CORNICE

AT THE GABLE ENDS TO MATCH THE EXISTING CORNICE IN

PROFILE AND FINISH, THE REMAINING CORNICE AT THE GABLE

ENDS IS TO BE SCRAPED, PRIMED, AND PAINTED.

14. SCRAPE, PRIME, AND REPAINT WOOD GABLE END

MEDALLION.

D4

AE306

D1

AE306

/8

B1

AE303

TYP

F1

AE303

TYP

D4

AE303

TYP

D7

AE303

TYP

C

A E

N

FINAL CONSTRUCTION DOCUMENTS

A f f a ir s

V e te ra n s

Approved: Infection Control Officer

Approved: Safety Manager

Approved: GEMS Coordinator

Approved: Energy Engineer

Approved: Associate Director

Approved: Chief of Staff

Approved: Service Chief th re e in ch es o ne fo ot on e an d on e-ha lf in ch es o ne fo ot on e in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-ei gh ts in ch o ne fo ot on e-qu ar te r in ch o ne fo ot on e-ei gh t i nc h o ne fo ot

DRAWING NO.

Dwg. Of

Project No.

Date

DrawnChecked

Location

Building Number

Project Title

Approved: Medical Center Director

Approved: Chief of Facility Management Svc.

Drawing Title

DateRevisions

BUILDING 9

VA MEDICAL CENTER, SALEM, VA 24153

REPLACE ROOF AND TUCKPOINT (BUILDING 9)

102 3rd Ave., NE Hickory, NC 28601

828.315.9962 www.atriaxgroup.com

2105 Water Ridge Pkwy #

Charlotte, NC 28217 704.535.6374 www.wmba.net

Quality Consulting Engineers, PLLC

6277-600 Carolina Commons Drive, #

Indian Land SC 29707 803.207.5450 djones@qualityconsultingengineers.com

100% FINAL CONSTRUCTION

DOCUMENTS

1 2 3 4 5 6 7 8

A

B

C

D

E

F

658-16-101

C U s e r s

\m c h ri s te n s e n \D o c u m e n ts

\3

V

A S

A L E

M B

L D

G

R O

O F

R E

P L A

C E

M E

N T

A

R C

H m c h ri s te n s e n w m b a .n e t.

rv t

/3 /2

:3

:5 P

M

FLOOR PLAN - ROOF

7 JANUARY, 2019

7 JANUARY, 2019

AE102

MJC SEC

AE102

1/8" = 1'-0" F1

FLR - ROOF - NEW

FLOOR PLAN GENERAL NOTES

FLOOR PLAN KEYED NOTES

1/4" = 1'-0" E7

FLR - ROOF - ENLARGED FLAT ROOF PLAN

1/4" = 1'-0" F7

FLR - ROOF - NEW - TYP ENLARGED DORMER

LEVEL 01

1,091'-0"

LEVEL 02

1,102'-11"

BASEMENT -

LEVEL 00

1,079'-0"

PIPE BASEMENT -

LEVEL 0A

1,073'-0"

ATTIC SLAB

1,115'-9"

2 222

22 2 22 22

33 3 3

4 4

7 77 7

8 888 8 8

11 111111 11 11

4 44

ETR BRICK

NEW SLATE ROOF

NEW WOOD

CORNICE

ETR STONE

LEVEL 01

1,091'-0"

LEVEL 02

1,102'-11"

BASEMENT -

LEVEL 00

1,079'-0"

PIPE BASEMENT -

LEVEL 0A

1,073'-0"

ATTIC SLAB

1,115'-9"

222 2

3 333

2 2 2 2

2 2222

4 4

8 8 8888

7 7 7 7 7 7

11 11 11111111

4 4

ETR BRICK

NEW SLATE ROOF

NEW WOOD

CORNICE

ETR STONE

12 12

1. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL

DIMENSIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES

PRIOR TO NEW STUD INSTALLATION.

2. ALL WALL HUNG ITEMS OR EQUIPMENT PROVIDED BY THE

OWNER OR GENERAL CONTRACTOR SHALL HAVE FIRE TREATED

WOOD BLOCKING WHERE REQUIRED.

3. THE GENERAL CONTRACTOR IS TO FIELD VERIFY THE INTEGRITY

AND PENETRATIONS OF ALL EXISTING RATED PARTITIONS TO

REMAIN COMPLIANT WITH THE LIFE SAFETY PLANS.

4. WHERE NEW WORK IS LIMITED TO A PORTION OF A WALL,

REFINISH ENTIRE WALL TO MATCH EXISTING TO NEAREST

CORNER OR MATERIAL TRANSITION.

1. INSTALL NEW LOUVER AND NEW FLASHING. PAINT EXPOSED

TRIM.

2. INSTALL NEW WOOD SUBSTRATE WHERE IT WAS

DEMOLISHED AND INSTALL NEW SLATE ROOF & FLASHINGS.

3. RECAP EXISTING CHIMNEY. TUCKPOINT & REPAIR ANY

DAMAGED BRICK.

4. INSTALL NEW WOOD TRIM AND COPPER INTEGRAL GUTTER.

5. INSTALL NEW FLAT ROOF WITH GRAVEL STOP & COPING TO

MATCH EXISTING.

6. INSTALL NEW DRIP EDGE ONLY.

7. INSTALL NEW SLATE TILE ON VERTICAL SURFACES OF

DORMERS.

8. INSTALL NEW DOWNSPOUTS.

9. REINSTALL BUILDING SIGNAGE.

10. NEW 42" HIGH SYNTHETIC GUARDRAIL TO MATCH EXISTING

11. EXISTING DOWNSPOUT RECEIVERS TO REMAIN. CLEAN

OUT AS RQD.

12. REPLACE UP TO 250LF (LINEAR FEET) OF WOOD CORNICE

BELOW THE BUILT-IN COPPER GUTTER TO MATCH THE

EXISTING CORNICE IN PROFILE AND FINISH, THE REMAINING

CORNICE IS TO SCRAPED, PRIMED, AND PAINTED.

13. REPLACE UP TO 100LF (LINEAR FEET) OF WOOD CORNICE

AT THE GABLE ENDS TO MATCH THE EXISTING CORNICE IN

PROFILE AND FINISH, THE REMAINING CORNICE AT THE GABLE

ENDS IS TO BE SCRAPED, PRIMED, AND PAINTED.

14. SCRAPE, PRIME, AND REPAINT WOOD GABLE END

MEDALLION.

N

FINAL CONSTRUCTION DOCUMENTS

A f f a ir s

V e te ra n s

Approved: Infection Control Officer

Approved: Safety Manager

Approved: GEMS Coordinator

Approved: Energy Engineer

Approved: Associate Director

Approved: Chief of Staff

Approved: Service Chief th re e in ch es o ne fo ot on e an d on e-ha lf in ch es o ne fo ot on e in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-ei gh ts in ch o ne fo ot on e-qu ar te r in ch o ne fo ot on e-ei gh t i nc h o ne fo ot

DRAWING NO.

Dwg. Of

Project No.

Date

DrawnChecked

Location

Building Number

Project Title

Approved: Medical Center Director

Approved: Chief of Facility Management Svc.

Drawing Title

DateRevisions

BUILDING 9

VA MEDICAL CENTER, SALEM, VA 24153

REPLACE ROOF AND TUCKPOINT (BUILDING 9)

102 3rd Ave., NE Hickory, NC 28601

828.315.9962 www.atriaxgroup.com

2105 Water Ridge Pkwy #

Charlotte, NC 28217 704.535.6374 www.wmba.net

Quality Consulting Engineers, PLLC

6277-600 Carolina Commons Drive, #

Indian Land SC 29707 803.207.5450 djones@qualityconsultingengineers.com

100% FINAL CONSTRUCTION

DOCUMENTS

1 2 3 4 5 6 7 8

A

B

C

D

E

F

658-16-101

C U s e r s

\m c h ri s te n s e n \D o c u m e n ts

\3

V

A S

A L E

M B

L D

G

R O

O F

R E

P L A

C E

M E

N T

A

R C

H m c h ri s te n s e n w m b a .n e t.

rv t

/3 /2

:3

:5 P

M

EXTERIOR ELEVATIONS

7 JANUARY, 2019

7 JANUARY, 2019

AE201

MJC SEC

AE201

1/8" = 1'-0" C1

NORTHEAST ELEVATION - NEW

1/8" = 1'-0" F1

SOUTHWEST ELEVATION - NEW

FLOOR PLAN GENERAL NOTES

FLOOR PLAN KEYED NOTES

LEVEL 02

1,102'-11"

BASEMENT -

LEVEL 00

1,079'-0"

PIPE BASEMENT -

LEVEL 0A

1,073'-0"

ATTIC SLAB

1,115'-9"

2 2

888 8

11 11 11 11

ETR BRICK

NEW SLATE ROOF

NEW WOOD

CORNICE

ETR STONE

12 12

LEVEL 01

1,091'-0"

LEVEL 02

1,102'-11"

BASEMENT -

LEVEL 00

1,079'-0"

PIPE BASEMENT -

LEVEL 0A

1,073'-0"

ATTIC SLAB

1,115'-9"

2 2

2 2 2

888 8

1 1

111111 11

44 4

ETR BRICK

NEW SLATE ROOF

NEW WOOD

CORNICE

ETR STONE

12 1212

1. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL

DIMENSIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES

PRIOR TO NEW STUD INSTALLATION.

2. ALL WALL HUNG ITEMS OR EQUIPMENT PROVIDED BY THE

OWNER OR GENERAL CONTRACTOR SHALL HAVE FIRE TREATED

WOOD BLOCKING WHERE REQUIRED.

3. THE GENERAL CONTRACTOR IS TO FIELD VERIFY THE INTEGRITY

AND PENETRATIONS OF ALL EXISTING RATED PARTITIONS TO

REMAIN COMPLIANT WITH THE LIFE SAFETY PLANS.

4. WHERE NEW WORK IS LIMITED TO A PORTION OF A WALL,

REFINISH ENTIRE WALL TO MATCH EXISTING TO NEAREST

CORNER OR MATERIAL TRANSITION.

1. INSTALL NEW LOUVER AND NEW FLASHING. PAINT EXPOSED

TRIM.

2. INSTALL NEW WOOD SUBSTRATE WHERE IT WAS

DEMOLISHED AND INSTALL NEW SLATE ROOF & FLASHINGS.

3. RECAP EXISTING CHIMNEY. TUCKPOINT & REPAIR ANY

DAMAGED BRICK.

4. INSTALL NEW WOOD TRIM AND COPPER INTEGRAL GUTTER.

5. INSTALL NEW FLAT ROOF WITH GRAVEL STOP & COPING TO

MATCH EXISTING.

6. INSTALL NEW DRIP EDGE ONLY.

7. INSTALL NEW SLATE TILE ON VERTICAL SURFACES OF

DORMERS.

8. INSTALL NEW DOWNSPOUTS.

9. REINSTALL BUILDING SIGNAGE.

10. NEW 42" HIGH SYNTHETIC GUARDRAIL TO MATCH EXISTING

11. EXISTING DOWNSPOUT RECEIVERS TO REMAIN. CLEAN

OUT AS RQD.

12. REPLACE UP TO 250LF (LINEAR FEET) OF WOOD CORNICE

BELOW THE BUILT-IN COPPER GUTTER TO MATCH THE

EXISTING CORNICE IN PROFILE AND FINISH, THE REMAINING

CORNICE IS TO SCRAPED, PRIMED, AND PAINTED.

13. REPLACE UP TO 100LF (LINEAR FEET) OF WOOD CORNICE

AT THE GABLE ENDS TO MATCH THE EXISTING CORNICE IN

PROFILE AND FINISH, THE REMAINING CORNICE AT THE GABLE

ENDS IS TO BE SCRAPED, PRIMED, AND PAINTED.

14. SCRAPE, PRIME, AND REPAINT WOOD GABLE END

MEDALLION.

N

FINAL CONSTRUCTION DOCUMENTS

A f f a ir s

V e te ra n s

Approved: Infection Control Officer

Approved: Safety Manager

Approved: GEMS Coordinator

Approved: Energy Engineer

Approved: Associate Director

Approved: Chief of Staff

Approved: Service Chief th re e in ch es o ne fo ot on e an d on e-ha lf in ch es o ne fo ot on e in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-ei gh ts in ch o ne fo ot on e-qu ar te r in ch o ne fo ot on e-ei gh t i nc h o ne fo ot

DRAWING NO.

Dwg. Of

Project No.

Date

DrawnChecked

Location

Building Number

Project Title

Approved: Medical Center Director

Approved: Chief of Facility Management Svc.

Drawing Title

DateRevisions

BUILDING 9

VA MEDICAL CENTER, SALEM, VA 24153

REPLACE ROOF AND TUCKPOINT (BUILDING 9)

102 3rd Ave., NE Hickory, NC 28601

828.315.9962 www.atriaxgroup.com

2105 Water Ridge Pkwy #

Charlotte, NC 28217 704.535.6374 www.wmba.net

Quality Consulting Engineers, PLLC

6277-600 Carolina Commons Drive, #

Indian Land SC 29707 803.207.5450 djones@qualityconsultingengineers.com

100% FINAL CONSTRUCTION

DOCUMENTS

1 2 3 4 5 6 7 8

A

B

C

D

E

F

658-16-101

C U s e r s

\m c h ri s te n s e n \D o c u m e n ts

\3

V

A S

A L E

M B

L D

G

R O

O F

R E

P L A

C E

M E

N T

A

R C

H m c h ri s te n s e n w m b a .n e t.

rv t

/3 /2

:3

:5 P

M

EXTERIOR ELEVATIONS

7 JANUARY, 2019

7 JANUARY, 2019

AE202

MJC SEC

AE202

1/8" = 1'-0" C1

NORTHWEST ELEVATION - NEW

1/8" = 1'-0" F1

SOUTHEAST ELEVATION - NEW

FLOOR PLAN GENERAL NOTES

LEVEL 02

1,102'-11"

BASEMENT -

LEVEL 00

1,079'-0"

PIPE BASEMENT -

LEVEL 0A

1,073'-0"

ATTIC SLAB

1,115'-9"

8 8

11 11

ETR BRICK

NEW SLATE ROOF

NEW WOOD

CORNICE

ETR STONE

LEVEL 01

1,091'-0"

LEVEL 02

1,102'-11"

BASEMENT -

LEVEL 00

1,079'-0"

PIPE BASEMENT -

LEVEL 0A

1,073'-0"

ATTIC SLAB

1,115'-9"

ETR BRICK

NEW SLATE ROOF

NEW WOOD

CORNICE

ETR STONE

LEVEL 01

1,091'-0"

LEVEL 02

1,102'-11"

BASEMENT -

LEVEL 00

1,079'-0"

PIPE BASEMENT -

LEVEL 0A

1,073'-0"

ATTIC SLAB

1,115'-9"

8 8

11 11

ETR BRICK

NEW SLATE ROOF

NEW WOOD

CORNICE

ETR STONE

LEVEL 01

1,091'-0"

LEVEL 02

1,102'-11"

BASEMENT -

LEVEL 00

1,079'-0"

PIPE BASEMENT -

LEVEL 0A

1,073'-0"

ATTIC SLAB

1,115'-9"

4 4

ETR BRICK

NEW SLATE ROOF

NEW WOOD

CORNICE

ETR STONE

LEVEL 01

1,091'-0"

LEVEL 02

1,102'-11"

BASEMENT -

LEVEL 00

1,079'-0"

PIPE BASEMENT -

LEVEL 0A

1,073'-0"

ATTIC SLAB

1,115'-9"

8 8

11 11

ETR BRICK

NEW SLATE ROOF

NEW WOOD

CORNICE

ETR STONE

12 12

LEVEL 01

1,091'-0"

LEVEL 02

1,102'-11"

BASEMENT -

LEVEL 00

1,079'-0"

PIPE BASEMENT -

LEVEL 0A

1,073'-0"

ATTIC SLAB

1,115'-9"

22 2

10 10 10

13 13 13

ETR BRICK

NEW SLATE ROOF

NEW WOOD

CORNICE

ETR STONE

12 12

1. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL

DIMENSIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES

PRIOR TO NEW STUD INSTALLATION.

2. ALL WALL HUNG ITEMS OR EQUIPMENT PROVIDED BY THE

OWNER OR GENERAL CONTRACTOR SHALL HAVE FIRE TREATED

WOOD BLOCKING WHERE REQUIRED.

3. THE GENERAL CONTRACTOR IS TO FIELD VERIFY THE INTEGRITY

AND PENETRATIONS OF ALL EXISTING RATED PARTITIONS TO

REMAIN COMPLIANT WITH THE LIFE SAFETY PLANS.

4. WHERE NEW WORK IS LIMITED TO A PORTION OF A WALL,

REFINISH ENTIRE WALL TO MATCH EXISTING TO NEAREST

CORNER OR MATERIAL TRANSITION.

1. INSTALL NEW LOUVER AND NEW FLASHING. PAINT EXPOSED

TRIM.

2. INSTALL NEW WOOD SUBSTRATE WHERE IT WAS

DEMOLISHED AND INSTALL NEW SLATE ROOF & FLASHINGS.

3. RECAP EXISTING CHIMNEY. TUCKPOINT & REPAIR ANY

DAMAGED BRICK.

4. INSTALL NEW WOOD TRIM AND COPPER INTEGRAL GUTTER.

5. INSTALL NEW FLAT ROOF WITH GRAVEL STOP & COPING TO

MATCH EXISTING.

6. INSTALL NEW DRIP EDGE ONLY.

7. INSTALL NEW SLATE TILE ON VERTICAL SURFACES OF

DORMERS.

8. INSTALL NEW DOWNSPOUTS.

9. REINSTALL BUILDING SIGNAGE.

10. NEW 42" HIGH SYNTHETIC GUARDRAIL TO MATCH EXISTING

11. EXISTING DOWNSPOUT RECEIVERS TO REMAIN. CLEAN

OUT AS RQD.

12. REPLACE UP TO 250LF (LINEAR FEET) OF WOOD CORNICE

BELOW THE BUILT-IN COPPER GUTTER TO MATCH THE

EXISTING CORNICE IN PROFILE AND FINISH, THE REMAINING

CORNICE IS TO SCRAPED, PRIMED, AND PAINTED.

13. REPLACE UP TO 100LF (LINEAR FEET) OF WOOD CORNICE

AT THE GABLE ENDS TO MATCH THE EXISTING CORNICE IN

PROFILE AND FINISH, THE REMAINING CORNICE AT THE GABLE

ENDS IS TO BE SCRAPED, PRIMED, AND PAINTED.

14. SCRAPE, PRIME, AND REPAINT WOOD GABLE END

MEDALLION.

N

FINAL CONSTRUCTION DOCUMENTS

A f f a ir s

V e te ra n s

Approved: Infection Control Officer

Approved: Safety Manager

Approved: GEMS Coordinator

Approved: Energy Engineer

Approved: Associate Director

Approved: Chief of Staff

Approved: Service Chief th re e in ch es o ne fo ot on e an d on e-ha lf in ch es o ne fo ot on e in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-ei gh ts in ch o ne fo ot on e-qu ar te r in ch o ne fo ot on e-ei gh t i nc h o ne fo ot

DRAWING NO.

Dwg. Of

Project No.

Date

DrawnChecked

Location

Building Number

Project Title

Approved: Medical Center Director

Approved: Chief of Facility Management Svc.

Drawing Title

DateRevisions

BUILDING 9

VA MEDICAL CENTER, SALEM, VA 24153

REPLACE ROOF AND TUCKPOINT (BUILDING 9)

102 3rd Ave., NE Hickory, NC 28601

828.315.9962 www.atriaxgroup.com

2105 Water Ridge Pkwy #

Charlotte, NC 28217 704.535.6374 www.wmba.net

Quality Consulting Engineers, PLLC

6277-600 Carolina Commons Drive, #

Indian Land SC 29707 803.207.5450 djones@qualityconsultingengineers.com

100% FINAL CONSTRUCTION

DOCUMENTS

1 2 3 4 5 6 7 8

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B

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EXTERIOR ELEVATIONS

7 JANUARY, 2019

7 JANUARY, 2019

AE203

MJC SEC

AE203

1/8" = 1'-0" C1

WEST ELEVATION A - NEW

1/8" = 1'-0"

C3

EAST ELEVATION A - NEW

1/8" = 1'-0" C5

EAST ELEVATION B - NEW

1/8" = 1'-0" E1

EAST ELEVATION C - NEW

1/8" = 1'-0"

E4

WEST ELEVATION B - NEW

1/8" = 1'-0" E6

WEST ELEVATION C - NEW

FLOOR PLAN GENERAL NOTES

EXISTING T&G SHEATHING

WALL UNDERLAYMENT

EXISTING T&G DECKING

ICE/WATER SHIELD

UNDERLAYMENT

BASE FLASHING (TYP)

4"

T O

G A

P

3"

ICE/WATER SHIELD UNDERLAYMENT, TYP

SLATE SHINGLES

COPPER DRIP EDGE WITH

INTEGRAL CANT. MECH

ATTACHED @ 6" O.C AND

SET IN WATER CUT-OFF

MASTIC

WOOD FASCIA

METAL LOUVERS

/8

/8

COPPER FLASHING.

MECH. ATTACHED @

6" O.C AND SET IN

WATER CUT-OFF MASTIC

SLATE SHINGLES

ICE/WATER SHIELD

UNDERLAYMENT, TYP

EXISTING T&G

DECKING

EXISTING FRAMING

VIF

A2

AE301

B2

AE301

C2

AE301

FIELD SLATE SHINGLES

RAKE FLASHING (TYP.)

ICE/WATER SHIELD

UNDERLAYMENT

EXISTING T&G DECKING

TYP

6" MIN

1"±

ICE/WATER SHIELD

UNDERLAYMENT

FIELD SLATE

SHINGLES

EXISTING T&G

DECKING

NAIL @ 16" O.CEXISTING RAKE

BOARD

RAKE FLASHING

TYP

/2

3"

RAGGLE (SAW CUT)

1 1/2" MIN

HOOK DAM

LEAD WEDGE

BACKER ROD

AND SEALANT

COUNTERFLASHING (TYP.)

BASE FLASHING (TYP.)

1/2" HEM

ICE/WATER SHIELD

UNDERLAYMENT

EXISTING T&G DECKING

EXISTING

MASONRY

WALL

LE

N G

TH

E

XP

O

SU

R E

H E A D

LA

P

1"

T O

(N A

IL

IN

G

FLA

N G

E

4"

MIN.

1/ 4"

T O

/2

NAIL BASE FLASHING

ABOVE TOP EDGE OF

SLATE.

EXISTING T&G DECKING

BASE FLASHING (TYP.)

ALTERNATIVE NAIL LOCATION

FIELD SLATE SHINGLES

ICE/WATER

SHIELD UNDERLAYMENT

M

IN

M

IN

4"

MIN

. L

AP

4"

MIN

8" M

IN

1/2" TO

1" GAP

1/2"

HEM

IF THE COUNTERFLASHING HEIGHT IS GREATER

THAN 8", A HEAVY GAUGE COPPER CLIP

SHALL

BE SOLDERED TO THE UNDERLYING

COUNTERFLASHING AND FOLDED OVER THE

OVERLYING COUNTERFLASHING AS SHOWN

CENTERED VERTICALLY.

C U T

AW

AY

V

IE

W

COUNTERFLASHING (TYP.)

UNDERLYING

BASE FLASHING (TYP)

FIELD STALE SHINGLES

EXISTING T&G DECKING

ICE/WATER SHIELD

UNDERLAYMENT

BASE FLASHING

(TYP.)

EXSTING MASONRY

2"

JOINT SEALANT

ICE/WATER SHIELD WALL

UNDERLAYMENT

COPPER DORMER WALL

FLASHING, CONTINUOUS

FULL HEIGHT OF WINDOW.

EXTEND TOP END BEHIND

CROWN MOLDING 1" MIN.

1/2" HOOK DAM,

FLATTEN TO ALLOW

SLATE TO LIE FLAT

HEM TO PROVIDE

CLEAN EDGE

BEND FOR SNUG FIT

TO OUTSIDE CASING.

EXISTING WALL SHEATHING

EXISTING FRAMING

+/- 1/2"

3 3/4" 6 1/4" 6"

/2

/2

SLATE

LOOKOUTS

LEAD PIPE SLEEVE

METAL LINED GUTTER

SCREEN

N

FINAL CONSTRUCTION DOCUMENTS

A f f a ir s

V e te ra n s

Approved: Infection Control Officer

Approved: Safety Manager

Approved: GEMS Coordinator

Approved: Energy Engineer

Approved: Associate Director

Approved: Chief of Staff

Approved: Service Chief th re e in ch es o ne fo ot on e an d on e-ha lf in ch es o ne fo ot on e in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-ei gh ts in ch o ne fo ot on e-qu ar te r in ch o ne fo ot on e-ei gh t i nc h o ne fo ot

DRAWING NO.

Dwg. Of

Project No.

Date

DrawnChecked

Location

Building Number

Project Title

Approved: Medical Center Director

Approved: Chief of Facility Management Svc.

Drawing Title

DateRevisions

BUILDING 9

VA MEDICAL CENTER, SALEM, VA 24153

REPLACE ROOF AND TUCKPOINT (BUILDING 9)

102 3rd Ave., NE Hickory, NC 28601

828.315.9962 www.atriaxgroup.com

2105 Water Ridge Pkwy #

Charlotte, NC 28217 704.535.6374 www.wmba.net

Quality Consulting Engineers, PLLC

6277-600 Carolina Commons Drive, #

Indian Land SC 29707 803.207.5450 djones@qualityconsultingengineers.com

100% FINAL CONSTRUCTION

DOCUMENTS

1 2 3 4 5 6 7 8

A

B

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ROOFING DETAILS

7 JANUARY, 2019

7 JANUARY, 2019

AE301

MJC SEC

AE301

1 1/2" = 1'-0" D2

BASE FLASHING SECTION

3/4" = 1'-0" A2

DORMER SECTION

3/4" = 1'-0" B2

DORMER WINDOW SILL

3/4" = 1'-0"

B4

EXISTING DORMER ELEVATION

1 1/2" = 1'-0" F2

RAKE FLASHING DETAIL

1 1/2" = 1'-0" A1

RAKE FLASHING SECTION

3/4" = 1'-0" D3

REGLET SECTION

1 1/2" = 1'-0" F6

TYP. BASE FLASHING DETAIL

1 1/2" = 1'-0" D4

TYP. COUNTERFLASHING DETAIL

3" = 1'-0" C2

DORMER SIDE WALL

3/4" = 1'-0" F4

EXISTING TYPICAL SECTION THROUGH CORNICE

FIELD SLATE 20" OR 24"

LENGTH BY 12" WIDTH

DORMER SLATE 16"

LENGTH BY 8" WIDTH

+/- 3'-6 1/2"

C3

AE302

C3

AE302

F1

AE302

F4

AE302

ALL WOOD TRIM AROUND

LOUVERS IS TO BE REPLACED

WITH NEW TRIM TO MATCH

THE EXISTING.

ALL LOUVERS ON SLATE ROOFS

TO BE REPLACED W/ NEW

PREFINISHED ALUMINUM

LOUVERS. EXHAUST/INTAKE

DUCT WORK HAS BEEN

ATTACHED TO THE BACK OF THE

LOUVERS AT SOME LOCATIONS.

CONTRACTOR TO VERIFY

LOCATIONS PRIOR TO PROVIDING

BID.

FIELD SLATE 20" OR 24"

LENGTH BY 12" WIDTH

DORMER SLATE 16"

LENGTH BY 8" WIDTH

AE303

F4

TYP

B1

AE303

TYP

D4

AE303

TYP

D7

AE303

TYP

F1

AE303

TYP

C3

AE302

AE302

F1

AE302

F4

AE302

F6

ATTIC SLAB

112'-7"

1/2" COPPER HOOK DAM, FLATTEN

TO ALLOW SLATE TO LIE FLAT.

COPPER DORMER WALL FLASHING,

CONT. FULL HEIGHT OF LOUVER.

EXTEND TOP END BEHIND CROWN

MOLDING 1" MIN. INSTALL OVER

SELF-ADHERING UNDERLAYMENT.

SECURE INTO WOOD FRAMING W/

COPPER NAILS AT 4" O/C.

NEW CONT. #30 FELT UNDERLAYMENT.

INSTALL OVER SELF-ADHERING

UNDERLAYMENT IN ACCORDANCE

WITH THE PROJECT DOCUMENTS AND

SPECIFICATIONS. LAP ONTO STEP

FLASHING. SEE FOR

ADDITIONAL INFORMATION.

NEW CONT. SELF-ADHERING

UNDERLAYMENT. INSTALL ON VERTICAL

DORMER WALLS. LAP ONTO SELF-

ADHERING ROOF UNDERLAYMENT. SEE

FOR ADDITIONAL INFORMATION.

INSTALL NEW SLATE TO MATCH

EXISTING SLATE LAYOUT IN

ACCORDANCE WITH THE PROJECT

DOCUMENTS AND SPECIFICATIONS.

AT SOME LOUVER LOCATIONS MECHANCIAL

DUCT EXISTS IN THE ATTIC. AT THESE

LOCATIONS THE DUCT IS SECURED INTO THE

WOOD BLOCKING FROM THE INSIDE OF THE

DUCT. HOLES IN THE LOUVERS MUST BE

MADE TO ACCESS THE DUCT FASTENERS

AND A SECTION OF THE DUCT REMOVED IN

ORDER TO REMOVE THE LOUVER. PROVIDE

SUPPLEMENTAL WOOD BLOCKING IN THE

ATTIC SO DUCT CAN BE SECURED FROM THE

EXTERIOR WITH REINSTALLED.

INTERIOR

OF DUCT

NEW WOOD TRIM TO MATCH EXISTING

SIZE AND PROFILE. SECURE INTO

EXISTING RAFTERS W/ (2) S.S. TRIM

SCREWS AT EACH RAFTER.

/F1 AE303

/F1 AE303

SELF-ADHERING UNDERLAYMENT

ADHERE TO NEW PLYWOOD

LEVELING LAYER.

INSTALL SLATE STARTER

COURSE AT PERIMETER.

SLATE SHALL EXTEND

1-1/2" BEYOND

EXTERIOR FACE OF

WOOD TRIM/FASCIA AT

EAVE.

INSTALL NEW SLATE IN ACCORDANCE WITH

THE PROJECT DOCUMENTS AND

SPECIFICATIONS. SECURE W/ (2) COPPER

NAILS THROUGH EXISTING HOLES IN SLATE.

EXISTING WOOD FRAMING

EXISTING LOUVER. ALL LOUVERS ARE TO BE

REPLACED WITH NEW PREFINISHED ALUMINUM

TO MATCH EXISTING. AT SOME LOCATIONS

WINDOW IS PRESENT IN LIEU OF LOUVER.

CONT. SELF-ADHERING

UNDERLAYMENT FLASHING STRIP.

EXTEND ONTO SELF-ADHERING

UNDERLAYMENT AND COPPER

DRIP EDGE.

EXISTING T&G WOOD PLANK DECK.

SEE D1/AE305 FOR REPLACEMENT

OF DAMAGED SECTIONS OF DECK.

NEW CONT 1/2" PLYWOOD SHEATHING

LEVELING LAYER. SECURE W/ 8d NAILS

AT 8" O/C AT EACH ROOF JOIST.

NEW CONT. 1/4"x1 1/2" PRESSURE

TREATED CANT STRIP. SECURE THRU

COPPER FLASHING AND SELF-ADHERED

UNDERLAYMENT INTO DECK W/ #10

CTD. FLATHEAD SCREWS AT 12"O.C.

STAGGERED.

NEW 20 OZ. COPPER DRIP

EDGE. FABRICATE TO PROFILE

SHOWN. SECURE TO DECK W/

COPPER NAILS AT 6"O.C.

1/2

AE305

D5

NEW WOOD TRIM/FASCIA TO

MATCH EXISTING SIZE AND

PROFILE. SECURE INTO EXISTING

WOOD RAFTERS W/ TWO (2) S.S.

TRIM SCREWS AT EACH RAFTER.

INSTALL NEW SLATE TO MATCH EXISTING

SLATE IN ACCORDANCE WITH THE PROJECT

DOCUMENTS AND SPECIFICATIONS. SECURE

W/ (2) COPPER NAILS THROUGH EXISTING

HOLES IN ACCORDANCE W/ TYPICAL

FLASHING METHODS FOR SLATE.

EXISTING WOOD

FRAMING

EXISTING LOUVER TO BE REMOVED. ALL LOUVERS ARE TO

BE REPLACED WITH NEW PREFINISHED ALUMINUM LOUVERS

TO MATCH EXISTING. SEE ELEVATIONS FOR LOUVER

LOCATIONS.

EXISTING T&G WOOD PLANK

DECK. SEE D1/AE305 FOR

REPLACEMENT OF DAMAGED

SECTIONS OF DECK.

SELF-ADHERING UNDERLAYMENT ADHERE

TO NEW PLYWOOD LEVELING LAYER. TURN

UP WOOD FRAMING AND TERMINATE WITH

P.T. WOOD BLOCKING.

NEW CONT. 1/2" PLYWOOD SHEATHING

LEVELING LAYER. SECURE W/ 8d NAILS

AT 8" O/C AT EACH ROOF JOIST.

AT LOUVER

LOCATIONS INSTALL 20

OZ COPPER PAN W/

1/2" BACK DAM UNDER

WOOD NEW WOOD

SILL.

AE305

D5

AE302

F6

NEW PEEL AND STICK

TRACTION MEMBRANE

FOR INFORMATION NOT SHOWN SEE F4/AE302

EXISTING DRAIN PIPING EXISTS AT

SOME LOCATIONS.

PROVIDE FILLET BEADS OF SPECIFIED

SEALANT AROUND PIPE BEFORE AND

AFTER INSTALLATION OF COPPER

APRON FLASHING.

PROVIDE FILLET BEADS OF URETHANE

SEALANT AROUND PIPE AFTER

INSTALLATION OF SELF-ADHERING

UNDERLAYMENT.

NEW COPPER APRON FLASHING.

INSTALL AND SECURE INTO WOOD

BLOCKING W/ #12 S.S. SCREWS

THROUGH EPDM SEALING WASHERS.

NEW WOOD SILL TO MATCH EXISTING SIZE AND

PROFILE WHERE LOUVERS ARE TO BE REPLACED.

SECURE INTO WOOD FRAMING W/ (2) S.S. TRIM

SCREWS AT 12" O/C. CLEAN, PRIME AND PAINT.

SILL AT WINDOW LOCATIONS TO REMAIN.

NEW P.T. WOOD BLOCKING. SECURE THORUGH

SELF-ADHERING UNDERLAYMENT INTO WOOD

FRAMING W/ (2) ROUND #10 S.S. WOOD

SCREWS AT 12" O/C. LEAVE ROOM ABOVE

BLOCKING TO ALLOW FOR THE INSTALLATION

OF NEW COPPER APRON FLASHING.

NEW COPPER FLASHING CLEAT.

INSTALL AND SECURE BETWEEN

SLATE WITH COPPER NAILS.

INSTALL A CONT. BEAD OF APPROVED

SEALANT BETWEEN WOOD SILL AND

FLASHING.

AE305

D5

NEW METAL SILL PAN & END DAM PER LOUVER

MFGR RECOMMENDATIONS

NEW PEEL AND STICK TRACTION

MEMBRANE

N

FINAL CONSTRUCTION DOCUMENTS

A f f a ir s

V e te ra n s

Approved: Infection Control Officer

Approved: Safety Manager

Approved: GEMS Coordinator

Approved: Energy Engineer

Approved: Associate Director

Approved: Chief of Staff

Approved: Service Chief th re e in ch es o ne fo ot on e an d on e-ha lf in ch es o ne fo ot on e in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-ei gh ts in ch o ne fo ot on e-qu ar te r in ch o ne fo ot on e-ei gh t i nc h o ne fo ot

DRAWING NO.

Dwg. Of

Project No.

Date

DrawnChecked

Location

Building Number

Project Title

Approved: Medical Center Director

Approved: Chief of Facility Management Svc.

Drawing Title

DateRevisions

BUILDING 9

VA MEDICAL CENTER, SALEM, VA 24153

REPLACE ROOF AND TUCKPOINT (BUILDING 9)

102 3rd Ave., NE Hickory, NC 28601

828.315.9962 www.atriaxgroup.com

2105 Water Ridge Pkwy #

Charlotte, NC 28217 704.535.6374 www.wmba.net

Quality Consulting Engineers, PLLC

6277-600 Carolina Commons Drive, #

Indian Land SC 29707 803.207.5450 djones@qualityconsultingengineers.com

100% FINAL CONSTRUCTION

DOCUMENTS

1 2 3 4 5 6 7 8

A

B

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ROOFING DETAILS

7 JANUARY, 2019

7 JANUARY, 2019

AE302

MJC SEC

AE302

3/4" = 1'-0" C1

TYPICAL DORMER LOUVER ELEVATION

NTS

C5

TYPICAL DORMER SIDE ELEVATION

3" = 1'-0" C3

PLAN - DORMER SIDE WALL

3" = 1'-0" F1

DORMER SECTION

3" = 1'-0"

F4

DORMER LOUVER/WINDOW SILL

6" = 1'-0" F6

ENLARGED DORMER LOUVER/WINDOW SILL

EXISTING WOOD RAFTERS

2" LG. COPPER CLEAT SPACED AT 12"

O/C. ON BOTH SIDES OF VALLEY.

SECURE EACH CLEAT W/ (2) COPPER

NAILS. BEND BACK OF CLEAT TO

CONCEAL NAILS.

30" WIDE, 20 OZ. COPPER VALLEY

FLASHING. FABRICATE TO PROFILE

SHOWN. SECURE TO DECK W/

COPPER CLEATS EACH SIDE.

FIELD SLATE. FIELD CUT AS

REQUIRED. SECURE INTO DECK

W/ COPPER NAILS.

NOTE: DO NOT PENETRATE COPPER VALLEY

FLASHING W/ FASTENERS. ADD ADDITIONAL

HOLES IN SLATE OR USE COPPER TIE WIRE

TO FASTENED SLATE TO DECK.

EXISTING T&G WOOD PLANK DECK.

SEE D1/AE305 FOR REPLACEMENT OF

DAMAGED SECTIONS OF DECK.

NEW CONT. 1/2" PLYWOOD

SHEATHING LEVELING LAYER.

SEE OTHER SECTIONS FOR

ADDITIONAL INFORMATION.

20 OZ COPPER CANT STRIP ON

EACH SIDE OF VALLEY. SOLDER TO

COPPER VALLEY FLASHING.

36" SELF-ADHERING UNDERLAYMENT

FLASHING STRIP. ADHERE TO PLYWOOD

EXTENDING 18" UP EACH SIDE OF VALLEY

SELF-ADHERING FLASHING. ADHERE TO

UNDERLAYMENT AND EXTEND ONTO

COPPER VALLEY FLASHING DOWN TO

THE EDGE OF THE SLATE.

1'-3"

1'-3"

1'-6" (E

ACH SIDE)

AE305

D5

EXISTING WOOD RAFTERS

SELF ADHERING MEMBRANE FLASHING. ADHERE TO

UNDERLAYMENT (MIN. 3"). EXTEND UP AND OVER

RIDGE/HIP NAILERS CONTINUE DOWN OTHER SIDE AND

TERMINATE (3" MIN) BEYOND NAILER.

1"x4" RIDGE/HIP NAILERS AT EACH SIDE OF PEAK. INSTALL AS CLOSE

TO THE RIDGE LINE AS POSSIBLE. SECURE INTO DECK W/ #12 CTD.

SCREWS AT 12" O/C STAGGERED.

EXISTING T&G WOOD PLANK

DECK. SEE D1/AE305 FOR

REPLACEMENT OF DAMAGED

SECTIONS OF DECK.

NEW CONT. 1/2" PLYWOOD SHEATHING

LEVELING LAYER. SECURE W/ 8d NAILS AT

8" O/C AT EACH ROOF JOIST

(2) PIECE HIP CAPS. SECURE EACH

SEGMENT INTO HIP NAILERS W/

COPPER NAILS.

INDIVIDUAL 20 OZ COPPER CAP FLASHING

SEGMENTS. BED TO PROFILE SHOWN. SECURE

BETWEEN HIP CAPS.

SELF-ADHERING UNDERLAYMENT.

ADHERE TO PLYWOOD

SHEATHING. EXTEND AND

CONTINUE ACROSS RIDGE.

INSTALL A CON'T. BEAD OF SEALANT

AT PEAK BETWEEN SLATE.

(MIN. LAP)

3"

(MIN. LAP)

3"

AE305

D5

EXISTING WOOD RAFTER

EXISTING WOOD FRAMING

NEW WOOD TRIM TO MATCH EXISTING SIZE AND

PROFILE. SECURE INTO EXISTING RAFTERS W/

(2) S.S. TRIM SCREWS AT EACH RAFTER.

INSTALL SLATE STARTER COURSE AT PERIMETER.

SLATE SHALL EXTEND 1-1/2" BEYOND EXTERIOR

FACE OF WOOD TRIM/FASCIA AT EAVE.

NEW CONT. SELF-ADHERING UNDERLAYMENT. EXTEND UP VERTICAL

WALL SURFACE AT DORMER. TURN OUT ONTO ROOF LAPPING ONTO

SELF-ADHERING UNDERLAYMENT AS SHOWN.

NEW CONT. SELF-ADHERING UNDERLAYMENT ON VERTICAL

WALL SURFACE OF DORMER. LAP OVER COPPER STEP

FLASHING AS SHOWN.

INSTALL NEW/ SLATE TO MATCH EXISTING SLATE LAYOUT IN

ACCORDANCE WITH THE PROJECT DOCUMENTS AND

SPECIFICATIONS. SECURE W/ (2) COPPER NAILS THROUGH

EXISTING HOLES IN ACCORDANCE W/ TYPICAL FLASHING

METHOD FOR SLATE.

EXISTING WOOD FRAMING

EXTEND NEW SELF-ADHERING UNDERLAYMENT AS

FAR AS POSSIBLE BEHIND WOOD TRIM/FASCIA.

INSTALL NEW SLATE TO MATCH EXISTING SLATE IN

ACCORDANCE WITH THE PROJECT DOCUMENTS AND

SPECIFICATIONS.

EXISTING 1"x6" T&G WOOD PLANK DECK.

REPLACE DAMAGED AND DETERIORATED

WOOD PLANK DECK PER TYPICAL DETAIL

D1/AE305 ORIENTATION OF T&G DECK MAY

DIFFER FROM THAT SHOWN.

FIELD SLATE. SECURE TO DECK W/ COPPER NAILS.

CONT. 20 0Z. COPPER STEP FLASHING INSTALL BETWEEN

FIELD SLATE COURSES. FABRICATE TO PROFILE SHOWN.

SECURE THRU SLATE INTO DECK W/ (2) COPPER NAILS.

EXISTING T&G WOOD PLANK DECK. SEE

D1/AE305 FOR REPLACEMENT OF DAMAGED

SECTIONS OF DECK.

CONT. SELF-ADHERING UNDERLAYMENT. ADHERE TO NEW PLYWOOD.

SELF-ADHERING MEMBRANE FLASHING. ADHERE TO

PLYWOOD AND EXTEND OVER COPPER DRIP EDGE AS

SHOWN.

NEW CONT. 1/4" x 1 1/2" PRESSURE TREATED CANT

STRIP. SECURE THRU COPPER FLASHING AND

SELF-ADHERING UNDERLAYMENT INTO DECK W/ #10

CTD. FLATHEAD SCREWS AT 12" O.C. STAGGERED.

NEW 20 OZ. COPPER DRIP EDGE. FABRICATE TO

PROFILE SHOWN. SECURE TO DECK COPPER NAILS

AT 6" O.C.

V A

R

IE

S

R O

O F

S L O

P E

S

4"

"6

M

IN

1'-4"

1 1/2"

AE305

D5

AE305

D5

EXISTING WOOD RAFTERS

FIELD SLATE. CUT AS REQUIRED TO

MATCH ANGLE OF HIP. SECURE TO DECK

W/ COPPER NAILS.

SELF ADHERING MEMBRANE FLASHING. ADHERE TO

UNDERLAYMENT (MIN. 3"). EXTEND UP AND OVER

RIDGE/HIP NAILERS CONTINUE DOWN OTHER SIDE AND

TERMINATE (3" MIN) BEYOND NAILER.

1"x4" RIDGE/HIP NAILERS AT EACH SIDE OF PEAK. INSTALL AS CLOSE

TO THE RIDGE LINE AS POSSIBLE. SECURE INTO DECK W/ #12 CTD.

SCREWS AT 12" O/C STAGGERED. INSTALL A CON'T. BEAD OF SEALANT

AT PEAK BETWEEN SLATE.

EXISTING T&G WOOD PLANK

DECK. SEE D1/AE305 FOR

REPLACEMENT OF DAMAGED

SECTIONS OF DECK.

NEW CONT. 1/2" PLYWOOD SHEATHING

LEVELING LAYER. SECURE W/ 8d NAILS AT

8" O/C AT EACH ROOF JOIST

SELF-ADHERING UNDERLAYMENT. ADHERE

TO PLYWOOD SHEATHING. EXTEND AND

CONTINUE ACROSS RIDGE.

(MIN. LAP)

3"

(MIN. LAP)

3"

AE305

D5

NEW CONT. SELF-ADHERING

UNDERLAYMENT. INSTALL OVER

NEW PLYWOOD IN ACCORDANCE

WITH THE PROJECT DOCUMENTS

AND SPECIFICATIONS.

INSTALL NEW SLATE TO MATCH EXISTING SLATE

LAYOUT IN ACCORDANCE WITH THE PROJECT

DOCUMENTS AND SPECIFICATIONS. SECURE W/

(2) COPPER NAILS THROUGH EXISTING HOLES IN

ACCORDANCE W/ TYPICAL FLASHING METHOD

FOR SLATE.

EXISTING T&G WOOD PLANK DECK.

SEE D1/AE305 FOR REPLACEMENT

OF DAMAGED SECTIONS OF DECK.

(ORIENTATION MAY DIFFER FROM

THAT SHOWN).

NEW COPPER HIP FLASHING.

NEW CONT. 1/2" PLYWOOD

SHEATHING LEVELING LAYER

SECURE W/ 8d NAILS AT 8" O/C

AT EACH ROOF JOIST.

SEE OTHER SECTIONS

AND DETAILS FOR NEW

ROOFING

EXISTING BRICK VENEER

ROOF SLOPE VARIES

STEP #1

NEW 20 OZ COPPER STEP

FLASHING. LACE STEP

FLASHING BETWEEN SLATE.

SEE OTHER SECTIONS

AND DETAILS FOR NEW

ROOFING

STEP #2

ROOF SLOPE VARIES

THIS ELEVATION SHOWN SCHEMATICALLY.

LENGTH AND HEIGHT OF NEW STEPPED

COUNTERFLASHING MAY VARY FROM THAT

SHOWN DEPENDING ON ROOF SLOPE.

LAP STEPPED SECTIONS

OF COUNTERFLASHING A

MIN. OF 2-1/2" AS SHOWN.

NEW STEPPED SECTIONS 20 OZ

COPPER COUNTERFLASHING WITH

AND VERTICAL CAULK TRAYS. SET IN

CUT REGLET. SEE SECTION

FOR ADDITIONAL INFORMATION

PROVIDE VERTICAL CAULK

TRAYS ON STEPPED SECTIONS

OF COUNTERFLASHING. CUT

AND FLATTEN HORIZONTAL

CAULK TRAY THAT EXTENDS

BENEATH UPPER SECTION OF

COUNTERFLASHING.

SECURE UPPER AND

LOWER SECTIONS OF

COUNTERFLASHING

WITH (1) COPPER POP

RIVET (TYPICAL). DO

NOT PENETRATE STEP

FLASHING.

EXISTING BRICK VENEER

MIN.

2 1/2"

/B7 AE303

FIELD SLATE. SECURE TO DECK W/ COPPER NAILS.

CONT. 20 0Z. COPPER STEP FLASHING PLACE

BETWEEN FIELD SLATE. FABRICATE TO

PROFILE SHOWN. SECURE INTO DECK W/

COPPER NAILS.

CONT. SELF-ADHERING FLASHING. ADHERE TO

PLYWOOD SHEATHING, LAP ONTO SELF-

ADHERING UNDERLAYMENT. EXTEND UP WALL

BEYOND TOP OF STEP FLASHING AND

TERMINATE W/ TERMINATION BAR AS SHOWN.

EXISTING MASS MASONRY WALL

CONT. BEAD OF SILICONE SEALANT.

CONT. 0.125" ALUMINUM

TERMINATION BAR W/

INTEGRAL CAULK TRAY.

SECURE THRU

BITUTHENE FLASHING

INTO EXISTING MASONRY

WALL W/ S.S. CONCRETE

SCREWS W/ EPDM

SEALING WASHERS AT 8"

O/C. PROVIDE A CONT.

BEAD OF SEALANT IN

CAULK TRAY AS SHOWN.

EXISTING WOOD RAFTER

EXISTING T&G WOOD PLANK

DECK. SEE D1/AE305 FOR

REPLACEMENT OF DAMAGED

SECTIONS OF DECK.

CONT. SELF-ADHERING UNDERLAYMENT.

ADHERE TO NEW PLYWOOD.

NEW CONT. 20 OZ. COPPER SPRING

ACTION COUNTERFLASHING. SEE

FOR ADDITIONAL INFORMATION.

FABRICATE TO PROFILE AS SHOWN. SET IN

CUT REGLET.

MIN.

4"

MIN.

4"

M

IN

1 1/2"

4"

AE305

D5

/D1 AE306

N

FINAL CONSTRUCTION DOCUMENTS

A f f a ir s

V e te ra n s

Approved: Infection Control Officer

Approved: Safety Manager

Approved: GEMS Coordinator

Approved: Energy Engineer

Approved: Associate Director

Approved: Chief of Staff

Approved: Service Chief th re e in ch es o ne fo ot on e an d on e-ha lf in ch es o ne fo ot on e in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-ei gh ts in ch o ne fo ot on e-qu ar te r in ch o ne fo ot on e-ei gh t i nc h o ne fo ot

DRAWING NO.

Dwg. Of

Project No.

Date

DrawnChecked

Location

Building Number

Project Title

Approved: Medical Center Director

Approved: Chief of Facility Management Svc.

Drawing Title

DateRevisions

BUILDING 9

VA MEDICAL CENTER, SALEM, VA 24153

REPLACE ROOF AND TUCKPOINT (BUILDING 9)

102 3rd Ave., NE Hickory, NC 28601

828.315.9962 www.atriaxgroup.com

2105 Water Ridge Pkwy #

Charlotte, NC 28217 704.535.6374 www.wmba.net

Quality Consulting Engineers, PLLC

6277-600 Carolina Commons Drive, #

Indian Land SC 29707 803.207.5450 djones@qualityconsultingengineers.com

100% FINAL CONSTRUCTION

DOCUMENTS

1 2 3 4 5 6 7 8

A

B

C

D

E

F

658-16-101

C U s e r s

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V

A S

A L E

M B

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ROOFING DETAILS

7 JANUARY, 2019

7 JANUARY, 2019

AE303

MJC SEC

AE303

3" = 1'-0" B1

SLOPING VALLEY

3" = 1'-0"

B4

MAIN RIDGE

3" = 1'-0" F1

DORMER WALL

3" = 1'-0" D4

DORMER RIDGE

1" = 1'-0"

D7

DORMER MITERED HIP

1 1/2" = 1'-0" F4

FLASHING ELEVATION

3" = 1'-0" B7

SECTION - RAKE WALL