Drawings - 565-21-102 D-Wing Roof Repair.pdf

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

STAMP

321 4 5 6 7 8 9 10

VAMC - Fayetteville, NC

Project Director

07-12-22 JB MM

ARCHITECTPROGRAM MANAGER

ODELL INTERNATIONAL

129 FAST LANE, SUITE 200

MOORESVILLE, NC 28117

(704) 401-2074 Program Manager POC: Richard Cantwell Jr.

Revisions: Date:

A/E:

GMK ASSOCIATES, INC.

1201 MAIN STREET, SUITE 2100

COLUMBIA, S.C. 29201

(803) 256-0000 A/E firm POC: Tom Weiland

CONSULTANT

ISSUED FOR

CONSTRUCTION

D Wing Roof Repair 565-21-102 Roofing:

WM BUILDING ENVELOPE CONSUTANTS, LLC

226 N. LIVE OAK DRIVE

MONCKS CORNER, S.C. 29461

(843) 499-2756 Roofing Consultant POC: Max Morrill

Issued for

A S S O C I A ST E , CI N .

0 - Issued for Construction 07-12-2022

A001

HVAC

STACK

VENTILATOR

MECHANICAL UNIT

UNIT ON EQUIPMENT SUPPORT CURBS

PARAPET WALL

OVERFLOW SCUPPER

OF

EXPANSION JOINTEJ

ROOF HATCH

ROOF DRAINRD

VENT THROUGH ROOFVTR

ELECTRICAL PENETRATIONE

PITCH PANPP

CURB

DRAWING LEGEND

A

LG

RV

PARAPET WALL BRIDGE

LOUVERED VENT

LIGHTENING ARRESTOR SYSTEM (LARS)

ABANDONED PENETRATION/DEMO

LIGHTENING ARRESTOR SYSTEM (LARS) GROUND

CURB W/ DUCT PENETRATION

UNIT ON WOOD SLEEPERS

RELIEF VENT

GUY WIRE SUPPORT POST

ROOF ACCESS LADDER

ROOF ACCESS DOOR

DUCT/PIPE ON SLEEPERS

SMOKE HATCH

# ROOF DEMOLITION KEY NOTE

SECURITY CAMERA

ARCHITECTURAL INDEX

SHEET

N.I.C. NOT IN CONTRACT

TAPERED INSULATION

A001

EXISTING ROOF ASSEMBLY ROOF AREAS B, C, E, H, H2, & H3

N.T.S.

CONCRETE ROOF DECK

TAPERED LIGHT WEIGHT INSULATING CONCRETE (LWIC) ROOF DECK

MECHANICALLY FASTENED BASE SHEET

GRAVEL SURFACED BUILT-UP ROOF

EXPANDED POLYSTYRENE INSULATION

A001

EXISTING ROOF ASSEMBLY ROOF AREA F

N.T.S.

METAL DECK WITH SPRAY FIREPROOFING ON UNDERSIDE

GYPSUM SUBSTRATE BOARD

POLYISOCYANURATE INSULATION

TAPERED POLYISOCYANURATE INSULATION

EPDM SINGLE PLY ROOF MEMBRANE

RIVER ROUNDED STONE BALLAST

EXISTING TAPERED LIGHT WEIGHT INSULATING CONCRETE (LWIC) ROOF DECK

MECHANICALLY FASTENED BASE SHEET

GRAVEL SURFACED BUILT-UP ROOF

EXISTING EXPANDED POLYSTYRENE INSULATION

A001

EXISTING ROOF ASSEMBLY ROOF AREA A & G

N.T.S.

LIGHT WEIGHT INSULATING CONCRETE (LWIC) ROOF DECK

MECHANICALLY FASTENED BASE SHEET

GRAVEL SURFACED BUILT-UP ROOF

EXPANDED POLYSTYRENE INSULATION

A001

EXISTING ROOF ASSEMBLY ROOF AREA D

N.T.S.

METAL ROOF DECK STRUCTURALLY SLOPED METAL ROOF DECK

ABBREVIATIONS

A ABANDONED

E ELECTRICAL

EJ EXPANSION JOINT

EPS EXPANDED POLYSTYRENE INSULATION

HVAC HEATING VENTILATION AND AIR CONDITIONING

LARS LIGHTNING ARRESTOR SYSTEM

LG LIGHTNING GROUND

LWIC LIGHT WEIGHT INSULATING CONCRETE

NIC NOT IN CONTRACT

OF OVERFLOW SCUPPER

PP PITCH PAN

RD ROOF DRAIN

RV RELIEF VENT

SIM SIMILAR

TYP TYPICAL

VTR VENT THROUGH ROOF

RD

OF

OF

A

RD

RD

A

VTR

PP

PP

PP

PP

A A

E

VTR

V

OF

RDRD

RD

RD

RD

RVRVRV

RV

RV

A

A

VTR

VTR

VTR

VTR

VTR

VTR

VTR

V

V

E

E

OFOFOFOF

OF

OF

OF

OF

LGLGLG

A

A

A

PPPP

PPPP

PP PP

LG

E HVAC

A

VTR

A

VTR VTR

VTR VTR

VTR

VTR

D

G

V

V V

RD RD RD RD RD

VTR

RD

F

RD

OF OF OF OF

OF

OF

OF

N.I.C.

A

A A

PP

PP

PP

PP PP PP

PP

RV RV

RD

RD

V

V

V

V

V

V

V

V

V

V

VTR

VTR VTR

VTR

VTR VTR

VTRA

E

E

A

B

A

LGLG

VTR

RD RD

RD

RD

RD

RD

A

A

V

V

A

A

V

V

V

RV

E

N.I.C.

OFOF

RV

RV RV

RD

RD

RD

LGPP

LG

VTR

VTR

VTR

OF

V

V

V

V

VTR

C

V

RD

LG

OF

OF

OF

OFOFOF

OF

RD

RD

RD

RD

RD

RD

RD

RD

RD

RD

RD

RD

RD

RD

RD

RD RD

RD

RDRD

RD RD

RD

RD

RD

RD

RV

RVRV

RV

RV

RV

RV

RV

RV

RV

RV

RV

RV

RV RV

RV

RV

PP

PP/LG

LGLG

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP LG

LG

A

A

A

AAAA

A

A

HVAC

RV

V E

V

V

V

V

V

VTR

VTR

VTR

VTR

VTR

VTR

VTR

VTR

VTR

VTR

VTR

VTR

VTR

VTR

VTR

VTR

VTR

VTR

A

A

A

OF

OF

V

H

H2

RD

V

EJ

EJ

EJ

EJEJ

EJ

EJ

EJ

EJ

VTR

23'-1"5'-10"17'50'-4"31'-8" 84'-9"

85'

23'-3"

26'-10"

25'-4"

32'-9"

76'-11"21'-10"81'-1"

24'

51'

13'-9"

13'-4"

53'-2"

25'-4"

H3

EJ

HVAC

HVAC

12'-7"

OF

A

LG

RV

H

RV

RV

E

PP PP

A A

PP

A

VTR

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

STAMP

321 4 5 6 7 8 9 10

VAMC - Fayetteville, NC

Project Director

07-12-22 JB MM

ARCHITECTPROGRAM MANAGER

ODELL INTERNATIONAL

129 FAST LANE, SUITE 200

MOORESVILLE, NC 28117

(704) 401-2074 Program Manager POC: Richard Cantwell Jr.

Revisions: Date:

A/E:

GMK ASSOCIATES, INC.

1201 MAIN STREET, SUITE 2100

COLUMBIA, S.C. 29201

(803) 256-0000 A/E firm POC: Tom Weiland

CONSULTANT

ISSUED FOR

CONSTRUCTION

D Wing Roof Repair 565-21-102 Roofing:

WM BUILDING ENVELOPE CONSUTANTS, LLC

226 N. LIVE OAK DRIVE

MONCKS CORNER, S.C. 29461

(843) 499-2756 Roofing Consultant POC: Max Morrill

Issued for

A S S O C I A ST E , CI N .

0 - Issued for Construction 07-12-2022

AD 1

AD 1

OVERALL DEMOLITION AND PHASING ROOF PLAN

1" = 10'

ROOF DEMOLITION GENERAL NOTES:

1. REMOVE AND PROPERLY DISPOSE OF ALL GRAVEL SURFACING/BALLAST,

ROOF MEMBRANE AND ALL SHEET METAL FLASHING, TRIM AND ACCESSORIES.

2. ALL PARAPET WALL STEP BRIDGES SHALL BE REMOVED AND PROPERLY

DISPOSED OF.

3. LIGHTNING ARRESTOR SYSTEM (LARS) SHALL BE COMPLETELY REMOVED AND

PROPERLY DISPOSED OF.

4. ALL ACCESS SHALL BE FROM THE EXTERIOR OF THE BUILDING DURING

CONSTRUCTION.

5. SOLAR PANELS ON STEEL SUPPORT RAILS TO REMAIN.

6. WALL MOUNTED ROOF ACCESS LADDER SHALL REMAIN.

7. ALL ROOF HATCHES SHALL REMAIN.

8. ALL HVAC EQUIPMENT SHALL REMAIN OPERATIONAL AT ALL TIMES DURING

THE PROJECT.

9. RAISE ALL MECHANICAL EQUIPMENT AS NECESSARY TO PROVIDE A MINIMUM

8 INCHES OF BASE FLASHING HEIGHT.

OVERALL DEMOLITION &

PHASING ROOF PLAN

ROOF DEMOLITION KEY NOTES:

SOLAR PANELS ON STEEL SUPPORT RAILS TO REMAIN.

TEMPORARY REMOVAL OF SECURITY CAMERA AS NECESSARY TO REPLACE

COPING SHALL BE COORDINATED WITH THE OWNER.

REMOVE AND DISPOSE OF EXISTING LWIC DOWN TO THE EXISTING ROOF DECK

WHERE INDICATED ON THE CONTRACT DRAWINGS.

REMOVE MODIFIED BITUMEN ROOF MEMBRANE AND ROOF INSULATION INFILL AT

PREVIOUS ROOF REPAIR LOCATIONS INDICATED ON THE DEMOLITION ROOF PLAN.

PROVIDE EPS INSULATION AND LWIC IN ACCORDANCE WITH THE CONSTRUCTION

DOCUMENTS.

REMOVE AND PROPERLY DISPOSE OF ALL ABANDONED PENETRATIONS. PATCH

HOLE IN ROOF DECK WITH 14" STEEL PLATE. INFILL WITH EXPANDED POLYSTYRENE

INSULATION AND LIGHT WEIGHT INSULATING CONCRETE (LWIC) PATCH MATERIAL

TO MATCH HEIGHT AND SLOPE OF EXISTING LWIC SYSTEM.

RAISE EQUIPMENT AS NECESSARY TO REMOVE AND PROPERLY DISPOSE OF

WOOD SLEEPERS. PROVIDE PREFABRICATED EQUIPMENT SUPPORT CURBS.

TYP.

5 5

5 5

PROPOSED PHASING PLAN:

PHASE 1: ROOF AREA A

PHASE 2: ROOF AREA B & D

PHASE 3: ROOF AREA F & G

PHASE 4: ROOF AREA H, H2, & H3

PHASE 5: ROOF AREA E

PHASE 6: ROOF AREA C

OF

A

RD

OF

AR1

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

STAMP

321 4 5 6 7 8 9 10

VAMC - Fayetteville, NC

Project Director

07-12-22 JB MM

ARCHITECTPROGRAM MANAGER

ODELL INTERNATIONAL

129 FAST LANE, SUITE 200

MOORESVILLE, NC 28117

(704) 401-2074 Program Manager POC: Richard Cantwell Jr.

Revisions: Date:

A/E:

GMK ASSOCIATES, INC.

1201 MAIN STREET, SUITE 2100

COLUMBIA, S.C. 29201

(803) 256-0000 A/E firm POC: Tom Weiland

CONSULTANT

ISSUED FOR

CONSTRUCTION

D Wing Roof Repair 565-21-102 Roofing:

WM BUILDING ENVELOPE CONSUTANTS, LLC

226 N. LIVE OAK DRIVE

MONCKS CORNER, S.C. 29461

(843) 499-2756 Roofing Consultant POC: Max Morrill

Issued for

A S S O C I A ST E , CI N .

0 - Issued for Construction 07-12-2022

AD 2

AD 2

DEMOLITION ROOF PLAN (AREA A)

1/8" = 1'

DEMOLITION ROOF PLAN

(AREA A)

ROOF DEMOLITION GENERAL NOTES:

1. REMOVE AND PROPERLY DISPOSE OF ALL GRAVEL SURFACING/BALLAST,

ROOF MEMBRANE AND ALL SHEET METAL FLASHING, TRIM AND ACCESSORIES.

2. LIGHTNING ARRESTOR SYSTEM (LARS) SHALL BE COMPLETELY REMOVED AND

PROPERLY DISPOSED OF.

3. ALL ACCESS SHALL BE FROM THE EXTERIOR OF THE BUILDING DURING

CONSTRUCTION.

OF

A

A A

PP

PP

PP

PP PP PP

PP

RV RV

RD

RD

V

V

V

V

V

V

V

V

V

V

VTR

VTR VTR

VTR

VTR VTR

VTRA

E

E

A

B

A

LG

VTR

HVAC

A

BR1

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

STAMP

321 4 5 6 7 8 9 10

VAMC - Fayetteville, NC

Project Director

07-12-22 JB MM

ARCHITECTPROGRAM MANAGER

ODELL INTERNATIONAL

129 FAST LANE, SUITE 200

MOORESVILLE, NC 28117

(704) 401-2074 Program Manager POC: Richard Cantwell Jr.

Revisions: Date:

A/E:

GMK ASSOCIATES, INC.

1201 MAIN STREET, SUITE 2100

COLUMBIA, S.C. 29201

(803) 256-0000 A/E firm POC: Tom Weiland

CONSULTANT

ISSUED FOR

CONSTRUCTION

D Wing Roof Repair 565-21-102 Roofing:

WM BUILDING ENVELOPE CONSUTANTS, LLC

226 N. LIVE OAK DRIVE

MONCKS CORNER, S.C. 29461

(843) 499-2756 Roofing Consultant POC: Max Morrill

Issued for

A S S O C I A ST E , CI N .

0 - Issued for Construction 07-12-2022

AD 3

AD 3

DEMOLITION ROOF PLAN (AREA B)

1/8" = 1'

DEMOLITION ROOF PLAN

(AREA B)

TYP.

ROOF DEMOLITION GENERAL NOTES:

1. REMOVE AND PROPERLY DISPOSE OF ALL GRAVEL SURFACING/BALLAST,

ROOF MEMBRANE AND ALL SHEET METAL FLASHING, TRIM AND ACCESSORIES.

2. LIGHTNING ARRESTOR SYSTEM (LARS) SHALL BE COMPLETELY REMOVED AND

PROPERLY DISPOSED OF.

3. ALL ACCESS SHALL BE FROM THE EXTERIOR OF THE BUILDING DURING

CONSTRUCTION.

4. WALL MOUNTED ROOF ACCESS LADDER SHALL REMAIN.

5. ALL HVAC EQUIPMENT SHALL REMAIN OPERATIONAL AT ALL TIMES DURING

THE PROJECT.

6. RAISE ALL MECHANICAL EQUIPMENT AS NECESSARY TO PROVIDE A MINIMUM

8 INCHES OF BASE FLASHING HEIGHT. COORDINATE WITH MECHANICAL

DRAWINGS AND SPECIFICATIONS.

ROOF DEMOLITION KEY NOTES:

REMOVE AND DISPOSE OF EXISTING LWIC DOWN TO THE EXISTING ROOF DECK WHERE

INDICATED ON THE CONTRACT DRAWINGS.

REMOVE AND PROPERLY DISPOSE OF ALL ABANDONED PENETRATIONS. PATCH HOLE

IN ROOF DECK WITH 14" STEEL PLATE. INFILL WITH EXPANDED POLYSTYRENE

INSULATION AND LIGHT WEIGHT INSULATING CONCRETE (LWIC) PATCH MATERIAL TO

MATCH HEIGHT AND SLOPE OF EXISTING LWIC SYSTEM.

N.I.C.

RV

RV RV

RD

RD

RD

LGPP

LG

VTR

VTR

VTR

OF

V

V

V

V

VTR

C

V

RD

OF

OF

EJ

EJ

VTR

CR1

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

STAMP

321 4 5 6 7 8 9 10

VAMC - Fayetteville, NC

Project Director

07-12-22 JB MM

ARCHITECTPROGRAM MANAGER

ODELL INTERNATIONAL

129 FAST LANE, SUITE 200

MOORESVILLE, NC 28117

(704) 401-2074 Program Manager POC: Richard Cantwell Jr.

Revisions: Date:

A/E:

GMK ASSOCIATES, INC.

1201 MAIN STREET, SUITE 2100

COLUMBIA, S.C. 29201

(803) 256-0000 A/E firm POC: Tom Weiland

CONSULTANT

ISSUED FOR

CONSTRUCTION

D Wing Roof Repair 565-21-102 Roofing:

WM BUILDING ENVELOPE CONSUTANTS, LLC

226 N. LIVE OAK DRIVE

MONCKS CORNER, S.C. 29461

(843) 499-2756 Roofing Consultant POC: Max Morrill

Issued for

A S S O C I A ST E , CI N .

0 - Issued for Construction 07-12-2022

AD 4

AD 4

DEMOLITION ROOF PLAN (AREA C)

1/8" = 1'

DEMOLITION ROOF PLAN

(AREA C)

ROOF DEMOLITION GENERAL NOTES:

1. REMOVE AND PROPERLY DISPOSE OF ALL GRAVEL SURFACING/BALLAST,

ROOF MEMBRANE AND ALL SHEET METAL FLASHING, TRIM AND ACCESSORIES.

2. LIGHTNING ARRESTOR SYSTEM (LARS) SHALL BE COMPLETELY REMOVED AND

PROPERLY DISPOSED OF.

3. ALL ACCESS SHALL BE FROM THE EXTERIOR OF THE BUILDING DURING

CONSTRUCTION.

4. ALL HVAC EQUIPMENT SHALL REMAIN OPERATIONAL AT ALL TIMES DURING

THE PROJECT.

5. RAISE ALL MECHANICAL EQUIPMENT AS NECESSARY TO PROVIDE A MINIMUM

8 INCHES OF BASE FLASHING HEIGHT.

A

VTR

PP

PP

PP

PP

A A

E

VTR

V

OF

HVAC

D

RD

LG

LG

EJ

EJ

EJ

EJ

OF

A

PP PP

DR1DR2

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

STAMP

321 4 5 6 7 8 9 10

VAMC - Fayetteville, NC

Project Director

07-12-22 JB MM

ARCHITECTPROGRAM MANAGER

ODELL INTERNATIONAL

129 FAST LANE, SUITE 200

MOORESVILLE, NC 28117

(704) 401-2074 Program Manager POC: Richard Cantwell Jr.

Revisions: Date:

A/E:

GMK ASSOCIATES, INC.

1201 MAIN STREET, SUITE 2100

COLUMBIA, S.C. 29201

(803) 256-0000 A/E firm POC: Tom Weiland

CONSULTANT

ISSUED FOR

CONSTRUCTION

D Wing Roof Repair 565-21-102 Roofing:

WM BUILDING ENVELOPE CONSUTANTS, LLC

226 N. LIVE OAK DRIVE

MONCKS CORNER, S.C. 29461

(843) 499-2756 Roofing Consultant POC: Max Morrill

Issued for

A S S O C I A ST E , CI N .

0 - Issued for Construction 07-12-2022

AD 5

AD 5

DEMOLITION ROOF PLAN (AREA D)

1/8" = 1'

DEMOLITION ROOF PLAN

(AREA D)

TYP.

ROOF DEMOLITION GENERAL NOTES:

1. REMOVE AND PROPERLY DISPOSE OF ALL GRAVEL SURFACING/BALLAST,

ROOF MEMBRANE AND ALL SHEET METAL FLASHING, TRIM AND ACCESSORIES.

2. ALL PARAPET WALL STEP BRIDGES SHALL BE REMOVED AND PROPERLY

DISPOSED OF.

3. LIGHTNING ARRESTOR SYSTEM (LARS) SHALL BE COMPLETELY REMOVED AND

PROPERLY DISPOSED OF.

4. ALL ACCESS SHALL BE FROM THE EXTERIOR OF THE BUILDING DURING

CONSTRUCTION.

5. ALL ROOF HATCHES SHALL REMAIN.

6. ALL HVAC EQUIPMENT SHALL REMAIN OPERATIONAL AT ALL TIMES DURING

THE PROJECT.

7. RAISE ALL MECHANICAL EQUIPMENT AS NECESSARY TO PROVIDE A MINIMUM

8 INCHES OF BASE FLASHING HEIGHT.

ROOF DEMOLITION KEY NOTES:

REMOVE AND DISPOSE OF EXISTING LWIC DOWN TO THE EXISTING ROOF DECK

WHERE INDICATED ON THE CONTRACT DRAWINGS.

REMOVE AND PROPERLY DISPOSE OF ALL ABANDONED PENETRATIONS. PATCH

HOLE IN ROOF DECK WITH 14" STEEL OR NESTED PIECE OF STEEL DECKING.

TYP.

TYP.

TYP.

TYP.

LGLG

VTR

RD RD

RD

RD

RD

RD

A

A

V

V

A

A

V

V

V

RV

E

OFOF

EJ

EJ

ER1

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

STAMP

321 4 5 6 7 8 9 10

VAMC - Fayetteville, NC

Project Director

07-12-22 JB MM

ARCHITECTPROGRAM MANAGER

ODELL INTERNATIONAL

129 FAST LANE, SUITE 200

MOORESVILLE, NC 28117

(704) 401-2074 Program Manager POC: Richard Cantwell Jr.

Revisions: Date:

A/E:

GMK ASSOCIATES, INC.

1201 MAIN STREET, SUITE 2100

COLUMBIA, S.C. 29201

(803) 256-0000 A/E firm POC: Tom Weiland

CONSULTANT

ISSUED FOR

CONSTRUCTION

D Wing Roof Repair 565-21-102 Roofing:

WM BUILDING ENVELOPE CONSUTANTS, LLC

226 N. LIVE OAK DRIVE

MONCKS CORNER, S.C. 29461

(843) 499-2756 Roofing Consultant POC: Max Morrill

Issued for

A S S O C I A ST E , CI N .

0 - Issued for Construction 07-12-2022

AD 6

AD 6

DEMOLITION ROOF PLAN (AREA E)

1/8" = 1'

DEMOLITION ROOF PLAN

(AREA E)

ROOF DEMOLITION GENERAL NOTES:

1. REMOVE AND PROPERLY DISPOSE OF ALL GRAVEL SURFACING/BALLAST,

ROOF MEMBRANE AND ALL SHEET METAL FLASHING, TRIM AND ACCESSORIES.

2. LIGHTNING ARRESTOR SYSTEM (LARS) SHALL BE COMPLETELY REMOVED AND

PROPERLY DISPOSED OF.

3. ALL ACCESS SHALL BE FROM THE EXTERIOR OF THE BUILDING DURING

CONSTRUCTION.

4. WALL MOUNTED ROOF ACCESS LADDER SHALL REMAIN.

5. ALL HVAC EQUIPMENT SHALL REMAIN OPERATIONAL AT ALL TIMES DURING

THE PROJECT.

6. RAISE ALL MECHANICAL EQUIPMENT AS NECESSARY TO PROVIDE A MINIMUM

8 INCHES OF BASE FLASHING HEIGHT.

ROOF DEMOLITION KEY NOTES:

REMOVE AND PROPERLY DISPOSE OF ALL ABANDONED PENETRATIONS. PATCH

HOLE IN ROOF DECK WITH 14" STEEL PLATE. INFILL WITH EXPANDED POLYSTYRENE

INSULATION AND LIGHT WEIGHT INSULATING CONCRETE (LWIC) PATCH MATERIAL

TO MATCH HEIGHT AND SLOPE OF EXISTING LWIC SYSTEM.

RDRD

A

A

VTR

VTR

E

OFOFOFOF

LGLGLG

A

VTR

A

VTR VTR

VTR VTR

VTR

VTR

V

V V

RD RD RD RD RD

VTR

RD

F

OF OF OF OF

OF

OF

OF

VTR

OF

FR3

FR4

FR2

FR1

FR5

FR6

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

STAMP

321 4 5 6 7 8 9 10

VAMC - Fayetteville, NC

Project Director

07-12-22 JB MM

ARCHITECTPROGRAM MANAGER

ODELL INTERNATIONAL

129 FAST LANE, SUITE 200

MOORESVILLE, NC 28117

(704) 401-2074 Program Manager POC: Richard Cantwell Jr.

Revisions: Date:

A/E:

GMK ASSOCIATES, INC.

1201 MAIN STREET, SUITE 2100

COLUMBIA, S.C. 29201

(803) 256-0000 A/E firm POC: Tom Weiland

CONSULTANT

ISSUED FOR

CONSTRUCTION

D Wing Roof Repair 565-21-102 Roofing:

WM BUILDING ENVELOPE CONSUTANTS, LLC

226 N. LIVE OAK DRIVE

MONCKS CORNER, S.C. 29461

(843) 499-2756 Roofing Consultant POC: Max Morrill

Issued for

A S S O C I A ST E , CI N .

0 - Issued for Construction 07-12-2022

AD 7

AD 7

DEMOLITION ROOF PLAN (AREA F)

1/8" = 1'

DEMOLITION ROOF PLAN

(AREA F)

ROOF DEMOLITION GENERAL NOTES:

1. REMOVE AND PROPERLY DISPOSE OF ALL GRAVEL SURFACING/BALLAST,

ROOF MEMBRANE AND ALL SHEET METAL FLASHING, TRIM AND ACCESSORIES.

2. LIGHTNING ARRESTOR SYSTEM (LARS) SHALL BE COMPLETELY REMOVED AND

PROPERLY DISPOSED OF.

3. ALL ACCESS SHALL BE FROM THE EXTERIOR OF THE BUILDING DURING

CONSTRUCTION.

4. ALL HVAC EQUIPMENT SHALL REMAIN OPERATIONAL AT ALL TIMES DURING

THE PROJECT.

5. RAISE ALL MECHANICAL EQUIPMENT AS NECESSARY TO PROVIDE A MINIMUM

8 INCHES OF BASE FLASHING HEIGHT.

ROOF DEMOLITION KEY NOTES:

REMOVE AND DISPOSE OF EXISTING ROOF INSULATION DOWN TO THE EXISTING

ROOF DECK WHERE INDICATED ON THE CONTRACT DRAWINGS.

REMOVE AND PROPERLY DISPOSE OF ALL ABANDONED PENETRATIONS. PATCH

HOLE IN ROOF DECK WITH 14" STEEL PLATE.

A

VTR

PP

PP

PP

PP

A A

E

VTR

V

OF

RDRD

RD

RD

RD

RVRVRV

RV

RV

A

A

VTR

VTR

VTR

VTR

VTR

VTR

VTR

V

V

E

E

OFOFOFOF

OF

OF

OF

OF

LGLGLG

A

A

A

PPPP

PPPP

PP PP

LG

E HVAC

D

G

RD

VTR

RD

LG

EJ

EJ

EJ

EJEJ

HVAC

OF

A

RV

RV

PP PP

VTR

FR5

FR6

DR1DR2

GR1

RVRV

RV

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

STAMP

321 4 5 6 7 8 9 10

VAMC - Fayetteville, NC

Project Director

07-12-22 JB MM

ARCHITECTPROGRAM MANAGER

ODELL INTERNATIONAL

129 FAST LANE, SUITE 200

MOORESVILLE, NC 28117

(704) 401-2074 Program Manager POC: Richard Cantwell Jr.

Revisions: Date:

A/E:

GMK ASSOCIATES, INC.

1201 MAIN STREET, SUITE 2100

COLUMBIA, S.C. 29201

(803) 256-0000 A/E firm POC: Tom Weiland

CONSULTANT

ISSUED FOR

CONSTRUCTION

D Wing Roof Repair 565-21-102 Roofing:

WM BUILDING ENVELOPE CONSUTANTS, LLC

226 N. LIVE OAK DRIVE

MONCKS CORNER, S.C. 29461

(843) 499-2756 Roofing Consultant POC: Max Morrill

Issued for

A S S O C I A ST E , CI N .

0 - Issued for Construction 07-12-2022

AD 8

AD 8

DEMOLITION ROOF PLAN (AREA G)

1/8" = 1'

DEMOLITION ROOF PLAN

(AREA G)

ROOF DEMOLITION GENERAL NOTES:

1. REMOVE AND PROPERLY DISPOSE OF ALL GRAVEL SURFACING/BALLAST,

ROOF MEMBRANE AND ALL SHEET METAL FLASHING, TRIM AND ACCESSORIES.

2. ALL PARAPET WALL STEP BRIDGES SHALL BE REMOVED AND PROPERLY

DISPOSED OF.

3. LIGHTNING ARRESTOR SYSTEM (LARS) SHALL BE COMPLETELY REMOVED AND

PROPERLY DISPOSED OF.

4. ALL ACCESS SHALL BE FROM THE EXTERIOR OF THE BUILDING DURING

CONSTRUCTION.

5. ALL ROOF HATCHES SHALL REMAIN.

6. ALL HVAC EQUIPMENT SHALL REMAIN OPERATIONAL AT ALL TIMES DURING

THE PROJECT.

7. RAISE ALL MECHANICAL EQUIPMENT AS NECESSARY TO PROVIDE A MINIMUM

8 INCHES OF BASE FLASHING HEIGHT.

ROOF DEMOLITION KEY NOTES:

REMOVE AND DISPOSE OF EXISTING LWIC DOWN TO THE EXISTING ROOF DECK

WHERE INDICATED ON THE CONTRACT DRAWINGS.

REMOVE AND PROPERLY DISPOSE OF ALL ABANDONED PENETRATIONS. PATCH

HOLE IN ROOF DECK WITH 14" STEEL PLATE. INFILL WITH EXPANDED POLYSTYRENE

INSULATION AND LIGHT WEIGHT INSULATING CONCRETE (LWIC) PATCH MATERIAL

TO MATCH HEIGHT AND SLOPE OF EXISTING LWIC SYSTEM.

RAISE EQUIPMENT AS NECESSARY TO REMOVE AND PROPERLY DISPOSE OF

WOOD SLEEPERS. PROVIDE PREFABRICATED EQUIPMENT SUPPORT CURBS.

3 3

PP

PP

PP

PP

E

RD

RV

VTR

VTR

OF

A

PPPP

PPPP

PP PP

LG

A A

PP

PP

PP PP PP

PP

RD

VTRA

E

RDRD

V

RV

N.I.C.

RV

RV RV

RD

RD

RD

LGPP

LG

VTR

VTR

VTR

OF

V

V

V

V

VTR

C

V

RD

LG

OF

OF

OF

OFOFOF

OF

RD

RD

RD

RD

RD

RD

RD

RD

RD

RD

RD

RD

RD

RD

RD

RD RD

RD

RDRD

RD RD

RD

RD

RD

RD

RV

RVRV

RV

RV

RV

RV

RV

RV

RV

RV

RV

RV

RV RV

RV

RV

PP

PP/LG

LGLG

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP LG

LG

A

A

A

AAAA

A

A

HVAC

RV

V E

V

V

V

V

V

VTR

VTR

VTR

VTR

VTR

VTR

VTR

VTR

VTR

VTR

VTR

VTR

VTR

VTR

VTR

VTR

VTR

VTR

A

A

A

OF

OF

V

H

H2

RD

V

HR1

HR2

HR3

H2R1

EJ

EJEJ

EJ

EJ

EJ

VTR

H3

EJ

HVAC

A

LG

RV

H

RV

E

PP PP

H3R1

A A

PP

VTR

BR1

DR1DR2

CR1

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

STAMP

321 4 5 6 7 8 9 10

VAMC - Fayetteville, NC

Project Director

07-12-22 JB MM

ARCHITECTPROGRAM MANAGER

ODELL INTERNATIONAL

129 FAST LANE, SUITE 200

MOORESVILLE, NC 28117

(704) 401-2074 Program Manager POC: Richard Cantwell Jr.

Revisions: Date:

A/E:

GMK ASSOCIATES, INC.

1201 MAIN STREET, SUITE 2100

COLUMBIA, S.C. 29201

(803) 256-0000 A/E firm POC: Tom Weiland

CONSULTANT

ISSUED FOR

CONSTRUCTION

D Wing Roof Repair 565-21-102 Roofing:

WM BUILDING ENVELOPE CONSUTANTS, LLC

226 N. LIVE OAK DRIVE

MONCKS CORNER, S.C. 29461

(843) 499-2756 Roofing Consultant POC: Max Morrill

Issued for

A S S O C I A ST E , CI N .

0 - Issued for Construction 07-12-2022

AD 9

AD 9

DEMOLITION ROOF PLAN (AREA H, H2 AND H3)

1/8" = 1'

DEMOLITION ROOF PLAN

(AREA H, H2 AND H3)

ROOF DEMOLITION GENERAL NOTES:

1. REMOVE AND PROPERLY DISPOSE OF ALL GRAVEL SURFACING/BALLAST,

ROOF MEMBRANE AND ALL SHEET METAL FLASHING, TRIM AND ACCESSORIES.

2. ALL PARAPET WALL STEP BRIDGES SHALL BE REMOVED AND PROPERLY

DISPOSED OF.

3. LIGHTNING ARRESTOR SYSTEM (LARS) SHALL BE COMPLETELY REMOVED AND

PROPERLY DISPOSED OF.

4. ALL ACCESS SHALL BE FROM THE EXTERIOR OF THE BUILDING DURING

CONSTRUCTION.

5. SOLAR PANELS ON STEEL SUPPORT RAILS TO REMAIN.

6. WALL MOUNTED ROOF ACCESS LADDER SHALL REMAIN.

7. ALL ROOF HATCHES SHALL REMAIN.

8. ALL HVAC EQUIPMENT SHALL REMAIN OPERATIONAL AT ALL TIMES DURING

THE PROJECT.

9. RAISE ALL MECHANICAL EQUIPMENT AS NECESSARY TO PROVIDE A MINIMUM

8 INCHES OF BASE FLASHING HEIGHT.

ROOF DEMOLITION KEY NOTES:

SOLAR PANELS ON STEEL SUPPORT RAILS TO REMAIN.

TEMPORARY REMOVAL OF SECURITY CAMERA AS NECESSARY TO REPLACE

COPING SHALL BE COORDINATED WITH THE OWNER.

REMOVE MODIFIED BITUMEN ROOF MEMBRANE AND ROOF INSULATION INFILL AT

PREVIOUS ROOF REPAIR LOCATIONS INDICATED ON THE DEMOLITION ROOF PLAN.

PROVIDE EPS INSULATION AND LWIC IN ACCORDANCE WITH THE CONSTRUCTION

DOCUMENTS.

REMOVE AND PROPERLY DISPOSE OF ALL ABANDONED PENETRATIONS. PATCH

HOLE IN ROOF DECK WITH 14" STEEL PLATE. INFILL WITH EXPANDED POLYSTYRENE

INSULATION AND LIGHT WEIGHT INSULATING CONCRETE (LWIC) PATCH MATERIAL

TO MATCH HEIGHT AND SLOPE OF EXISTING LWIC SYSTEM.

RAISE EQUIPMENT AS NECESSARY TO REMOVE AND PROPERLY DISPOSE OF

WOOD SLEEPERS. PROVIDE PREFABRICATED EQUIPMENT SUPPORT CURBS.

4 4

OF

A

RD

RD

A

VTR

PP

PP

PP

PP

A A

E

VTR

V

OF

RDRD

RD

RD

RD

RVRVRV

RV

RV

A

A

VTR

VTR

VTR

VTR

VTR

VTR

VTR

V

V

E

E

OFOFOFOF

OF

OF

OF

OF

LGLGLG

A

A

A

PPPP

PPPP

PP PP

LG

E HVAC

A

VTR

A

VTR VTR

VTR VTR

VTR

VTR

D

G

V

V V

RD RD RD RD RD

VTR

RD

F

RD

OF OF OF OF

OF

OF

OF

N.I.C.

A

A A

PP

PP

PP

PP PP PP

PP

RV RV

RD

RD

V

V

V

V

V

V

V

V

V

V

VTR

VTR VTR

VTR

VTR VTR

VTRA

E

E

A

B

A

LGLG

VTR

RD RD

RD

RD

RD

RD

A

A

V

V

A

A

V

V

V

RV

E

N.I.C.

OFOF

RV

RV RV

RD

RD

RD

LGPP

LG

VTR

VTR

VTR

OF

V

V

V

V

VTR

C

V

RD

LG

OF

OF

OF

OFOFOF

OF

RD

RD

RD

RD

RD

RD

RD

RD

RD

RD

RD

RD

RD

RD

RD

RD RD

RD

RDRD

RD RD

RD

RD

RD

RD

RV

RVRV

RV

RV

RV

RV

RV

RV

RV

RV

RV

RV

RV RV

RV

RV

PP

PP/LG

LGLG

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP LG

LG

A

A

A

AAAA

A

A

HVAC

RV

V E

V

V

V

V

V

VTR

VTR

VTR

VTR

VTR

VTR

VTR

VTR

VTR

VTR

VTR

VTR

VTR

VTR

VTR

VTR

VTR

VTR

A

A

A

OF

OF

V

H

H2

RD

V

HR1

HR2

HR3

H2R1

EJ

EJ

EJ

EJEJ

EJ

EJ

EJ

EJ

VTR

23'-1"5'-10"17'50'-4"31'-8" 84'-9"

85'

23'-3"

26'-10"

25'-4"

32'-9"

76'-11"21'-10"81'-1"

24'

51'

13'-9"

13'-4"

53'-2"

25'-4"

H3

EJ

HVAC

HVAC

12'-7"

OF

A

LG

RV

H

RV

RV

E

PP PP

H3R1

A A

PP

A

VTR

BR1

ER1

FR3

FR4

FR2

FR1

FR5

FR6

DR1DR2

AR1

GR1

CR1

EXISTING OVERALL

ROOF PLAN

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

STAMP

321 4 5 6 7 8 9 10

VAMC - Fayetteville, NC

Project Director

07-12-22 JB MM

ARCHITECTPROGRAM MANAGER

ODELL INTERNATIONAL

129 FAST LANE, SUITE 200

MOORESVILLE, NC 28117

(704) 401-2074 Program Manager POC: Richard Cantwell Jr.

Revisions: Date:

A/E:

GMK ASSOCIATES, INC.

1201 MAIN STREET, SUITE 2100

COLUMBIA, S.C. 29201

(803) 256-0000 A/E firm POC: Tom Weiland

CONSULTANT

ISSUED FOR

CONSTRUCTION

D Wing Roof Repair 565-21-102 Roofing:

WM BUILDING ENVELOPE CONSUTANTS, LLC

226 N. LIVE OAK DRIVE

MONCKS CORNER, S.C. 29461

(843) 499-2756 Roofing Consultant POC: Max Morrill

Issued for

A S S O C I A ST E , CI N .

0 - Issued for Construction 07-12-2022

AR 1

EXISTING OVERALL ROOF PLAN

1" = 10'

AR 1

EXISTING ROOF CORE SUMMARY

XRX CORE NUMBER AND IDENTIFIER

XFX FLASHING NUMBER AND IDENTIFIER

AR1 GRAVEL SURFACING

BUILT-UP ROOF MEMBRANE

NAILED BASE SHEET

LIGHT WEIGHT INSULATING CONCRETE (LWIC) = 2"

EXPANDED POLYSTYRENE (EPS) = 1-1/2"

CONCRETE DECK

TOTAL THICKNESS = 4"

BR1 GRAVEL SURFACING

BUILT-UP ROOF MEMBRANE

NAILED BASE SHEET

LWIC = 2"

EPS = 3-1/2"

CONCRETE DECK

TOTAL THICKNESS = 6"

CR1 GRAVEL SURFACING

BUILT-UP ROOF MEMBRANE

NAILED BASE SHEET

LWIC = 2"

EPS = 3-1/2"

CONCRETE DECK

TOTAL THICKNESS = 6"

DR1 GRAVEL SURFACING

BUILT-UP ROOF MEMBRANE

NAILED BASE SHEET

LWIC = 2"

EPS = 2-1/2"

METAL DECK

TOTAL THICKNESS = 5"

DR2 GRAVEL SURFACING

BUILT-UP ROOF MEMBRANE

NAILED BASE SHEET

LWIC = 2"

EPS = 2-1/2"

METAL DECK

TOTAL THICKNESS = 5"

ER1 GRAVEL SURFACING

BUILT-UP ROOF MEMBRANE

NAILED BASE SHEET

LWIC = 2"

EPS = 3-1/2"

CONCRETE DECK

TOTAL THICKNESS = 6"

FR1 STONE BALLAST

EPDM

POLYISOCYANURATE = 3"

GYPSUM BOARD = 1/2"

METAL DECK

TOTAL THICKNESS = 3-1/2"

FR2 STONE BALLAST

EPDM

POLYISOCYANURATE = 4-1/2"

GYPSUM BOARD = 1/2"

METAL DECK

TOTAL THICKNESS = 5"

FR3 STONE BALLAST

EPDM

POLYISOCYANURATE = 3"

GYPSUM BOARD = 1/2"

METAL DECK

TOTAL THICKNESS = 3-1/2"

FR4 STONE BALLAST

EPDM

POLYISOCYANURATE = 4-1/2"

GYPSUM BOARD = 1/2"

METAL DECK

TOTAL THICKNESS = 5"

FR5 STONE BALLAST

EPDM

POLYISOCYANURATE = 2-1/2"

GYPSUM BOARD = 1/2"

METAL DECK

TOTAL THICKNESS = 3"

FR6 STONE BALLAST

EPDM

POLYISOCYANURATE = 5"

GYPSUM BOARD = 1/2"

METAL DECK

TOTAL THICKNESS = 5-1/2"

GR1 GRAVEL SURFACING

BUILT-UP ROOF MEMBRANE

NAILED BASE SHEET

LWIC = 2"

EPS = 1-1/2"

METAL DECK

TOTAL THICKNESS = 4"

HR1 GRAVEL SURFACING

BUILT-UP ROOF MEMBRANE

NAILED BASE SHEET

LWIC = 2"

EPS = 3-1/2"

CONCRETE DECK

TOTAL THICKNESS = 6"

HR2 GRAVEL SURFACING

BUILT-UP ROOF MEMBRANE

NAILED BASE SHEET

LWIC = 2"

EPS = 5-1/2"

CONCRETE DECK

TOTAL THICKNESS = 8"

HR3 MODIFIED BITUMEN

WOOD FIBER = 3"

POLYISOCYANURATE = 6"

CONCRETE DECK

TOTAL THICKNESS = 9-1/2"

H2R1 GRAVEL SURFACING

BUILT-UP ROOF MEMBRANE

NAILED BASE SHEET

LWIC = 3"

EPS = 3-1/2"

CONCRETE DECK

TOTAL THICKNESS = 7"

H3R1 GRAVEL SURFACING

BUILT-UP ROOF MEMBRANE

CONCRETE DECK

TOTAL THICKNESS = 1/4"

OF

A

RD

OF

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

STAMP

321 4 5 6 7 8 9 10

VAMC - Fayetteville, NC

Project Director

07-12-22 JB MM

ARCHITECTPROGRAM MANAGER

ODELL INTERNATIONAL

129 FAST LANE, SUITE 200

MOORESVILLE, NC 28117

(704) 401-2074 Program Manager POC: Richard Cantwell Jr.

Revisions: Date:

A/E:

GMK ASSOCIATES, INC.

1201 MAIN STREET, SUITE 2100

COLUMBIA, S.C. 29201

(803) 256-0000 A/E firm POC: Tom Weiland

CONSULTANT

ISSUED FOR

CONSTRUCTION

D Wing Roof Repair 565-21-102 Roofing:

WM BUILDING ENVELOPE CONSUTANTS, LLC

226 N. LIVE OAK DRIVE

MONCKS CORNER, S.C. 29461

(843) 499-2756 Roofing Consultant POC: Max Morrill

Issued for

A S S O C I A ST E , CI N .

0 - Issued for Construction 07-12-2022

AR 2

AR 2

NEW ROOF PLAN (AREA A)

1/8" = 1'

NEW ROOF PLAN (AREA A)

ROOF GENERAL NOTES:

1. ROOF SYSTEM SHALL REMAIN WATERTIGHT AT ALL TIMES.

2. THIS ROOF AREA IS INTENDED TO BE THE FIRST "MOCK-UP" ROOF FOR ALL

PARTIES INVOLVED TO REVIEW PROCEDURES FOR REMOVAL AND

INSTALLATION OF THE APPROVED ROOF SYSTEM AT THIS LESS CRITICAL

AREA, PRIOR TO PROCEEDING TO ROOF AREAS OVER OPERATIONAL AREAS.

D-1.1

D-1.1

D-1.1

D-1.1

OF

PP

PP

PP

PP PP PP

PP

RV RV

RD

RD

V

V

V

V

V

V

V

V

V

V

VTR

VTR VTR

VTR

VTR VTR

VTR

E

E

B

LG

VTR

HVAC

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

STAMP

321 4 5 6 7 8 9 10

VAMC - Fayetteville, NC

Project Director

07-12-22 JB MM

ARCHITECTPROGRAM MANAGER

ODELL INTERNATIONAL

129 FAST LANE, SUITE 200

MOORESVILLE, NC 28117

(704) 401-2074 Program Manager POC: Richard Cantwell Jr.

Revisions: Date:

A/E:

GMK ASSOCIATES, INC.

1201 MAIN STREET, SUITE 2100

COLUMBIA, S.C. 29201

(803) 256-0000 A/E firm POC: Tom Weiland

CONSULTANT

ISSUED FOR

CONSTRUCTION

D Wing Roof Repair 565-21-102 Roofing:

WM BUILDING ENVELOPE CONSUTANTS, LLC

226 N. LIVE OAK DRIVE

MONCKS CORNER, S.C. 29461

(843) 499-2756 Roofing Consultant POC: Max Morrill

Issued for

A S S O C I A ST E , CI N .

0 - Issued for Construction 07-12-2022

AR 3

AR 3

NEW ROOF PLAN (AREA B)

1/8" = 1'

NEW ROOF PLAN (AREA B)

ROOF GENERAL NOTES:

1. ROOF SYSTEM SHALL REMAIN WATERTIGHT AT ALL TIMES.

2. ALL MECHANICAL EQUIPMENT SHALL REMAIN OPERATIONAL AT ALL TIMES. IF

SHUT DOWNS ARE REQUIRED TO FACILITATE ROOF REPLACEMENT, THIS

SHALL BE COORDINATED WITH THE COR.

3. ROOF SLOPE OF NEW TAPERED LIGHT WEIGHT INSULATING CONCRETE (LWIC)

SHALL BE MINIMUM 1/4 INCH PER 12 INCHES.

4. ALL RELIEF VENTS SHALL BE REPLACED WITH 6 INCH DIAMETER RELIEF

VENTS.

5. GUARD RAILS SHALL BE PROVIDED AT PERIMETER OF ROOF.

D-1.1

D-1.1

D-1.1

D-1.1

D-1.1

D-1.1

D-1.1

D-1.2

D-1.2

D-1.2

D-1.2

D-1.128

D-1.3

D-1.3

D-1.3

D-1.3

D-1.3

N.I.C.

RV

RV RV

RD

RD

RD

LGPP

LG

VTR

VTR

VTR

OF

V

V

V

V

VTR

C

V

RD

OF

OF

EJ

EJ

VTR

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

STAMP

321 4 5 6 7 8 9 10

VAMC - Fayetteville, NC

Project Director

07-12-22 JB MM

ARCHITECTPROGRAM MANAGER

ODELL INTERNATIONAL

129 FAST LANE, SUITE 200

MOORESVILLE, NC 28117

(704) 401-2074 Program Manager POC: Richard Cantwell Jr.

Revisions: Date:

A/E:

GMK ASSOCIATES, INC.

1201 MAIN STREET, SUITE 2100

COLUMBIA, S.C. 29201

(803) 256-0000 A/E firm POC: Tom Weiland

CONSULTANT

ISSUED FOR

CONSTRUCTION

D Wing Roof Repair 565-21-102 Roofing:

WM BUILDING ENVELOPE CONSUTANTS, LLC

226 N. LIVE OAK DRIVE

MONCKS CORNER, S.C. 29461

(843) 499-2756 Roofing Consultant POC: Max Morrill

Issued for

A S S O C I A ST E , CI N .

0 - Issued for Construction 07-12-2022

AR 4

AR 4

NEW ROOF PLAN (AREA C)

1/8" = 1'

NEW ROOF PLAN (AREA C)

ROOF GENERAL NOTES:

1. ROOF SYSTEM SHALL REMAIN WATERTIGHT AT ALL TIMES.

2. ALL MECHANICAL EQUIPMENT SHALL REMAIN OPERATIONAL AT ALL TIMES. IF

SHUT DOWNS ARE REQUIRED TO FACILITATE ROOF REPLACEMENT, THIS

SHALL BE COORDINATED WITH THE COR.

3. ALL RELIEF VENTS SHALL BE REPLACED WITH 6 INCH DIAMETER RELIEF

VENTS.

D-1.3

D-1.1

D-1.1

D-1.2

D-1.1

D-1.3

D-1.3

D-1.1

D-1.2

D-1.2

D-1.2

D-1.1

D-1.1

D-1.2

D-1.1

D-1.3

VTR

PP

PP

PP

PP

E

VTR

V

OF

HVAC

D

RD

LG

LG

EJ

EJ

EJ

EJ

OF

PP PP

RVRV

RV

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

STAMP

321 4 5 6 7 8 9 10

VAMC - Fayetteville, NC

Project Director

07-12-22 JB MM

ARCHITECTPROGRAM MANAGER

ODELL INTERNATIONAL

129 FAST LANE, SUITE 200

MOORESVILLE, NC 28117

(704) 401-2074 Program Manager POC: Richard Cantwell Jr.

Revisions: Date:

A/E:

GMK ASSOCIATES, INC.

1201 MAIN STREET, SUITE 2100

COLUMBIA, S.C. 29201

(803) 256-0000 A/E firm POC: Tom Weiland

CONSULTANT

ISSUED FOR

CONSTRUCTION

D Wing Roof Repair 565-21-102 Roofing:

WM BUILDING ENVELOPE CONSUTANTS, LLC

226 N. LIVE OAK DRIVE

MONCKS CORNER, S.C. 29461

(843) 499-2756 Roofing Consultant POC: Max Morrill

Issued for

A S S O C I A ST E , CI N .

0 - Issued for Construction 07-12-2022

AR 5

AR 5

NEW ROOF PLAN (AREA D)

1/8" = 1'

NEW ROOF PLAN (AREA D)

ROOF GENERAL NOTES:

1. ROOF SYSTEM SHALL REMAIN WATERTIGHT AT ALL TIMES.

2. ALL MECHANICAL EQUIPMENT SHALL REMAIN OPERATIONAL AT ALL TIMES. IF

SHUT DOWNS ARE REQUIRED TO FACILITATE ROOF REPLACEMENT, THIS

SHALL BE COORDINATED WITH THE COR.

3. 6 INCH DIAMETER RELIEF VENTS SHALL BE PROVIDED AT A RATE OF 1 VENT

PER 1000 SQUARE FEET.

4. PARAPET BRIDGES SHALL BE REPLACED WITH NEW MIRO BRIDGE CROSSOVER

STAIRS.

D-1.3

D-1.3

D-1.2

D-1.2

D-1.2

D-1.1

D-1.1

D-1.2

D-1.1

D-1.1

LGLG

RD RD

RD

RD

RD

RD

V

V

V

RV

E

OFOF

EJ

EJ

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

STAMP

321 4 5 6 7 8 9 10

VAMC - Fayetteville, NC

Project Director

07-12-22 JB MM

ARCHITECTPROGRAM MANAGER

ODELL INTERNATIONAL

129 FAST LANE, SUITE 200

MOORESVILLE, NC 28117

(704) 401-2074 Program Manager POC: Richard Cantwell Jr.

Revisions: Date:

A/E:

GMK ASSOCIATES, INC.

1201 MAIN STREET, SUITE 2100

COLUMBIA, S.C. 29201

(803) 256-0000 A/E firm POC: Tom Weiland

CONSULTANT

ISSUED FOR

CONSTRUCTION

D Wing Roof Repair 565-21-102 Roofing:

WM BUILDING ENVELOPE CONSUTANTS, LLC

226 N. LIVE OAK DRIVE

MONCKS CORNER, S.C. 29461

(843) 499-2756 Roofing Consultant POC: Max Morrill

Issued for

A S S O C I A ST E , CI N .

0 - Issued for Construction 07-12-2022

AR 6

AR 6

NEW ROOF PLAN (AREA E)

1/8" = 1'

NEW ROOF PLAN (AREA E)

ROOF GENERAL NOTES:

1. ROOF SYSTEM SHALL REMAIN WATERTIGHT AT ALL TIMES.

2. ALL MECHANICAL EQUIPMENT SHALL REMAIN OPERATIONAL AT ALL TIMES. IF

SHUT DOWNS ARE REQUIRED TO FACILITATE ROOF REPLACEMENT, THIS

SHALL BE COORDINATED WITH THE COR.

3. ALL RELIEF VENTS SHALL BE REPLACED WITH 6 INCH DIAMETER RELIEF

VENTS. RELIEF VENTS SHALL BE PROVIDED AT A RATE OF 1 PER 1000 SQUARE

FEET.

D-1.1

D-1.1

D-1.1

D-1.1

D-1.1

D-1.3

D-1.3

D-1.2

D-1.3

RDRD

VTR

E

OFOFOFOF

LGLGLG

VTR VTR VTR

VTR VTR

VTR

VTR

V

V V

RD RD RD RD RD

VTR

RD

F

OF OF OF OF

OF

OF

OF

VTR

OF

RV RV RV RV

RV RV RV

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

STAMP

321 4 5 6 7 8 9 10

VAMC - Fayetteville, NC

Project Director

07-12-22 JB MM

ARCHITECTPROGRAM MANAGER

ODELL INTERNATIONAL

129 FAST LANE, SUITE 200

MOORESVILLE, NC 28117

(704) 401-2074 Program Manager POC: Richard Cantwell Jr.

Revisions: Date:

A/E:

GMK ASSOCIATES, INC.

1201 MAIN STREET, SUITE 2100

COLUMBIA, S.C. 29201

(803) 256-0000 A/E firm POC: Tom Weiland

CONSULTANT

ISSUED FOR

CONSTRUCTION

D Wing Roof Repair 565-21-102 Roofing:

WM BUILDING ENVELOPE CONSUTANTS, LLC

226 N. LIVE OAK DRIVE

MONCKS CORNER, S.C. 29461

(843) 499-2756 Roofing Consultant POC: Max Morrill

Issued for

A S S O C I A ST E , CI N .

0 - Issued for Construction 07-12-2022

AR 7

AR 7

NEW ROOF PLAN (AREA F)

1/8" = 1'

NEW ROOF PLAN (AREA F)

ROOF GENERAL NOTES:

1. ROOF SYSTEM SHALL REMAIN WATERTIGHT AT ALL TIMES.

2. ALL MECHANICAL EQUIPMENT SHALL REMAIN OPERATIONAL AT ALL TIMES. IF

SHUT DOWNS ARE REQUIRED TO FACILITATE ROOF REPLACEMENT, THIS

SHALL BE COORDINATED WITH THE COR.

3. 6 INCH DIAMETER RELIEF VENTS SHALL BE PROVIDED AT A RATE OF 1 VENT

PER 1000 SQUARE FEET.

4. ELECTRICAL CONDUIT AND SPRAY APPLIED FIREPROOFING IS PRESENT ON

THE UNDERSIDE OF THE METAL ROOF DECK. CONTRACTOR SHALL PERFORM

AN UNDER DECK INSPECTION TO VERIFY LOCATIONS OF ELECTRICAL CONDUIT

AND ENSURE CONDUIT IS NOT PENETRATED DURING INSTALLATION OF

GYPSUM SUBSTRATE BOARD.

5. CONTRACTOR SHALL INSPECT, REMOVE AND PROPERLY DISPOSE OF ALL

DEBRIS FROM ABOVE THE DROP CEILING AFTER ROOF REPLACEMENT. ANY

FIREPROOFING THAT WAS DAMAGED OR DISBONDED DURING ROOF

REPLACEMENT SHALL BE REPLACED IN ACCORDANCE WITH UNIT PRICE

QUANTITIES. INTERIOR ACCESS SHALL BE COORDINATED WITH THE COR.

D-1.1

D-1.1

D-1.1

D-1.1

D-1.2

VTR

PP

PP

PP

PP

E

VTR

V

OF

RDRD

RD

RD

RD

RVRVRV

RV

RV

VTR

VTR

VTR

VTR

VTR

VTR

VTR

V

V

E

E

OFOFOFOF

OF

OF

OF

OF

LGLGLG

PPPP

PPPP

PP PP

LG

E HVAC

D

G

RD

VTR

RD

LG

EJ

EJ

EJ

EJEJ

HVAC

OF

RV

RV

PP PP

VTR

RVRV

RV

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

STAMP

321 4 5 6 7 8 9 10

VAMC - Fayetteville, NC

Project Director

07-12-22 JB MM

ARCHITECTPROGRAM MANAGER

ODELL INTERNATIONAL

129 FAST LANE, SUITE 200

MOORESVILLE, NC 28117

(704) 401-2074 Program Manager POC: Richard Cantwell Jr.

Revisions: Date:

A/E:

GMK ASSOCIATES, INC.

1201 MAIN STREET, SUITE 2100

COLUMBIA, S.C. 29201

(803) 256-0000 A/E firm POC: Tom Weiland

CONSULTANT

ISSUED FOR

CONSTRUCTION

D Wing Roof Repair 565-21-102 Roofing:

WM BUILDING ENVELOPE CONSUTANTS, LLC

226 N. LIVE OAK DRIVE

MONCKS CORNER, S.C. 29461

(843) 499-2756 Roofing Consultant POC: Max Morrill

Issued for

A S S O C I A ST E , CI N .

0 - Issued for Construction 07-12-2022

AR 8

AR 8

NEW ROOF PLAN (AREA G)

1/8" = 1'

NEW ROOF PLAN (AREA G)

ROOF GENERAL NOTES:

1. ROOF SYSTEM SHALL REMAIN WATERTIGHT AT ALL TIMES.

2. ALL MECHANICAL EQUIPMENT SHALL REMAIN OPERATIONAL AT ALL TIMES. IF

SHUT DOWNS ARE REQUIRED TO FACILITATE ROOF REPLACEMENT, THIS

SHALL BE COORDINATED WITH THE COR.

3. ALL RELIEF VENTS SHALL BE REPLACED WITH 6 INCH DIAMETER RELIEF

VENTS. ENSURE RELIEF VENTS ARE PROVIDED AT A RATE OF 1 VENT PER 1000

SQUARE FEET.

4. PARAPET BRIDGES SHALL BE REPLACED WITH NEW MIRO BRIDGE CROSSOVER

STAIRS.

D-1.1

D-1.1

D-1.1 5

D-1.1

D-1.1

D-1.1

D-1.1

D-1.1

D-1.2

D-1.2

D-1.2

D-1.1

D-1.1 15

D-1.2

D-1.3

D-1.1

D-1.2

D-1.2

PP

PP

PP

PP

E

RD

RV

VTR

VTR

OF

PPPP

PPPP

PP PP

LG

PP

PP

PP PP PP

PP

RD

VTR

E

RDRD

V

RV

N.I.C.

RV

RV RV

RD

RD

RD

LGPP

LG

VTR

VTR

VTR

OF

V

V

V

V

VTR

C

V

RD

LG

OF

OF

OF

OFOFOF

OF

RD

RD

RD

RD

RD

RD

RD

RD

RD

RD

RD

RD

RD

RD

RD

RD RD

RD

RDRD

RD RD

RD

RD

RD

RD

RV

RVRV

RV

RV

RV

RV

RV

RV

RV

RV

RV

RV

RV RV

RV

RV

PP

PP/LG

LGLG

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP LG

LG

HVAC

RV

V E

V

V

V

V

V

VTR

VTR

VTR

VTR

VTR

VTR

VTR

VTR

VTR

VTR

VTR

VTR

VTR

VTR

VTR

VTR

VTR

VTR

OF

OF

V

H

H2

RD

V

EJ

EJEJ

EJ

EJ

EJ

VTR

H3

EJ

HVAC

LG

RV

H

RV

E

PP PP

PP

VTR

RV

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

STAMP

321 4 5 6 7 8 9 10

VAMC - Fayetteville, NC

Project Director

07-12-22 JB MM

ARCHITECTPROGRAM MANAGER

ODELL INTERNATIONAL

129 FAST LANE, SUITE 200

MOORESVILLE, NC 28117

(704) 401-2074 Program Manager POC: Richard Cantwell Jr.

Revisions: Date:

A/E:

GMK ASSOCIATES, INC.

1201 MAIN STREET, SUITE 2100

COLUMBIA, S.C. 29201

(803) 256-0000 A/E firm POC: Tom Weiland

CONSULTANT

ISSUED FOR

CONSTRUCTION

D Wing Roof Repair 565-21-102 Roofing:

WM BUILDING ENVELOPE CONSUTANTS, LLC

226 N. LIVE OAK DRIVE

MONCKS CORNER, S.C. 29461

(843) 499-2756 Roofing Consultant POC: Max Morrill

Issued for

A S S O C I A ST E , CI N .

0 - Issued for Construction 07-12-2022

AR 9

AR 9

NEW ROOF PLAN (AREA H, H2 AND H3)

1/8" = 1'

NEW ROOF PLAN

(AREA H, H2 AND H3)

ROOF GENERAL NOTES:

1. ROOF SYSTEM SHALL REMAIN WATERTIGHT AT ALL TIMES.

2. ALL MECHANICAL EQUIPMENT SHALL REMAIN OPERATIONAL AT ALL TIMES. IF

SHUT DOWNS ARE REQUIRED TO FACILITATE ROOF REPLACEMENT, THIS

SHALL BE COORDINATED WITH THE COR.

3. ALL RELIEF VENTS SHALL BE REPLACED WITH 6 INCH DIAMETER RELIEF

VENTS. ENSURE RELIEF VENTS ARE PROVIDED AT A RATE OF 1 VENT PER 1000

SQUARE FEET.

4. PROVIDE TAPERED LIGHT WEIGHT INSULATING CONCRETE (LWIC) WHERE

INDICATED ON THE DRAWINGS.

4. PARAPET BRIDGES SHALL BE REPLACED WITH NEW MIRO BRIDGE CROSSOVER

STAIRS. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S

REQUIREMENTS

D-1.1

D-1.1

D-1.2

D-1.1

D-1.2

D-1.2

D-1.1

D-1.2

D-1.1

D-1.1

D-1.2

D-1.2

D-1.2

D-1.229

D-1.3

D-1.3

D-1.3

D-1.3

D-1.1

D-1.1

D-1.1

D-1.1

D-1.1

D-1.2

D-1.2

D-1.1

D-1.1

D-1.1

D-1.3

D-1.1

D-1.3 23

D-1.2

D-1.2

D-1.2

D-1.1

CAST IRON DRAIN STRAINER

CAP SHEET

MODIFIED BITUMEN BASE SHEET STRIP-IN PLY

MODIFIED BITUMEN BASE SHEET FIELD PLY

EXISTING CONCRETE ROOF DECK

LWIC ROOF DRAIN SUMP

CAST IRON CLAMPING RING

ROOF DECK CLAMP

CAST IRON DRAIN BOWL

MEMBRANE, LEAD, AND STRIP-IN

PLY UNDER THE CLAMPING RING

30" SQUARE, 4 LB LEAD FLASHING SET IN

ROOF CEMENT/MASTIC. PRIME BOTH SIDES

OF SURFACE PRIOR TO STRIPPING IN

EXISTING CONCRETE ROOF DECK

EXISTING TAPERED LIGHT WEIGHT INSULATING CONCRETE (LWIC) ROOF DECK

MECHANICALLY FASTENED BASE SHEET

MODIFIED BITUMEN BASE SHEET

MODIFIED BITUMEN CAP SHEET

LIGHT WEIGHT INSULATING CONCRETE (LWIC) ROOF DECK

MECHANICALLY FASTENED BASE SHEET

MODIFIED BITUMEN BASE SHEET

MODIFIED BITUMEN CAP SHEET

SLOPEEXISTING PRECAST

EXISTING WOOD BLOCKING

SELF ADHERING

UNDERLAYMENT EXTEND 1"

PAST BOTTOM OF NAILER

COPING W/ CONTINUOUS

CLEAT SECURED 6" O.C.

1" STANDING SEAM

GASKETED FASTENERS 12" O.C.

LAP VERTICAL LEG

OF COPING MIN. 3"

FASTEN TOP OF BASE

FLASHING 8" O.C.

MODIFIED BITUMEN CAP

SHEET BASE FLASHING

MODIFIED BITUMEN BASE

SHEET BASE FLASHING

EXISTING PLYWOOD SHEATHING

8" MIN.

SLOPE

2" MIN. CLEARANCE

EXISTING ROOF CURB

VAPOR RETARDER EXTENDING ONTO CURB

MODIFIED BITUMEN BASE SHEET

EXTENDING UP CURB ONTO

MECHANICALLY FASTENED BASE SHEET

EXISTING ROOF DECK

EXISTING LWIC

CANT STRIP

MODIFIED BITUMEN BASE SHEET FIELD PLY

MODIFIED BITUMEN BASE

SHEET BASE FLASHING

MODIFIED BITUMEN CAP

SHEET FIELD PLY

MODIFIED BITUMEN CAP

SHEET BASE FLASHING

FASTENERS 8" O.C.

SHEET METAL COUNTERFLASHING

STAINLESS STEEL GASKETED

FASTENERS 12" O.C.

EXISTING ROOF TOP EQUIPMENT

COUNTERFLASHING ATTACHED USING

STAINLESS STEEL GASKETED FASTENERS

12" O.C.

CANT STRIP

SHEET METAL HOOD MECHANICALLY

FASTENED TO CURB

SEAL PENETRATIONS EXTENDING

THROUGH VERTICAL FACE OF HOOD

MODIFIED BITUMEN CAP

SHEET BASE FLASHING

MODIFIED BITUMEN CAP

SHEET FIELD MEMBRANE

MODIFIED BITUMEN BASE

SHEET BASE FLASHING

MODIFIED BITUMEN BASE

SHEET FIELD MEMBRANE

LWIC INSULATION SYSTEM

EXISTING ROOF DECK

EXISTING ROOF DECK

EXISTING LWIC

MODIFIED BITUMEN BASE

SHEET FIELD MEMBRANE

LWIC CANT

MODIFIED BITUMEN CAP

SHEET FIELD MEMBRANE

SEALANT

STAINLESS STEEL DRAWBAND

SHEET METAL UMBRELLA

POURABLE FILLER SLOPED TO DRAIN

WATER OVER SIDE OF PITCH PAN

STAINLESS STEEL FULLY SOLDERED PITCH PAN

PITCH PAN STRIPPED IN W/ ROOF MEMBRANE

TARGET (SEALANT PROVIDED AT

TERMINATION OF MEMBRANE TO PITCH PAN)

NON-SHRINK GROUT

EXTEND VAPOR RETARDER ONTO

HORIZONTAL FACE OF NAILER

MODIFIED BITUMEN CAP

SHEET STRIP-IN PLY

MODIFIED BITUMEN BASE

SHEET STRIP-IN PLY

MODIFIED BITUMEN BASE SHEET FIELD PLY

EXISTING LWIC INSULATION SYSTEM

EXISTING ROOF DECK

ALUMINUM ROOF RELIEF VENT (1

VENT PER 1000 SQUARE FEET)

MODIFIED BITUMEN CAP SHEET FIELD PLY

HOLES CORED TO BASE

SHEET/VAPOR RETARDER

MODIFIED BITUMEN BASE

SHEET STRIP-IN PLY

MODIFIED BITUMEN

BASE SHEET FIELD PLY

EXISTING LWIC INSULATION SYSTEM

EXISTING ROOF DECK

SHEET METAL

COUNTERFLASHING

SHEET METAL COVERPLATE

STAINLESS STEEL

SCUPPER LINER

SHEET METAL COVERPLATE

PRIME WALL PRIOR TO BASE FLASHING INSTALLATION

MODIFIED BITUMEN STRIP-IN PLY

LIQUID APPLIED FLASHING W/ REINFORCING FABRIC

PRIME ALL SIDES OF SCUPPER

FLANGES PRIOR TO STRIP-IN

PLY INSTALLATION

MODIFIED BITUMEN CAP SHEET BASE FLASHING

MODIFIED BITUMEN BASE SHEET STRIP-IN PLY

MODIFIED BITUMEN CAP SHEET FIELD PLY

PROVIDE MASTIC ON ALL FOUR

SIDES OF OPENING PRIOR TO

SCUPPER LINER INSTALLATION

MODIFIED BITUMEN BASE SHEET FIELD PLY

EXISTING BRICK VENNER

STACK/PIPE PENETRATION

SEALANT

STAINLESS STEEL UMBRELLA

LIQUID APPLIED FLASHING W/ REINFORCING FABRIC

MODIFIED BITUMEN CAP SHEET TARGET

MODIFIED BITUMEN BASE

SHEET FIELD MEMBRANE

EXISTING LWIC INSULATION SYSTEM

EXISTING ROOF DECK

EXISTING ROOF HATCH TO REMAIN

STAINLESS STEEL GASKETED FASTENERS 12" O.C.

SHEET METAL COUNTERFLASHING

MODIFIED BITUMEN CAP SHEET BASE FLASHING

FASTENERS 8" O.C.

MODIFIED BITUMEN BASE SHEET BASE FLASHING

MODIFIED BITUMEN CAP SHEET FIELD MEMBRANE

MODIFIED BITUMEN BASE SHEET FIELD MEMBRANE

EXISTING LWIC INSULATION SYSTEM

EXISTING ROOF DECK

MODIFIED BITUMEN BASE SHEET

VAPOR RETARDER EXTENDING UP CURB

EXISTING EXPANDED POLYSTYRENE INSULATION

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

STAMP

321 4 5 6 7 8 9 10

VAMC - Fayetteville, NC

Project Director

07-12-22 JB MM

ARCHITECTPROGRAM MANAGER

ODELL INTERNATIONAL

129 FAST LANE, SUITE 200

MOORESVILLE, NC 28117

(704) 401-2074 Program Manager POC: Richard Cantwell Jr.

Revisions: Date:

A/E:

GMK ASSOCIATES, INC.

1201 MAIN STREET, SUITE 2100

COLUMBIA, S.C. 29201

(803) 256-0000 A/E firm POC: Tom Weiland

CONSULTANT

ISSUED FOR

CONSTRUCTION

D Wing Roof Repair 565-21-102 Roofing:

WM BUILDING ENVELOPE CONSUTANTS, LLC

226 N. LIVE OAK DRIVE

MONCKS CORNER, S.C. 29461

(843) 499-2756 Roofing Consultant POC: Max Morrill

Issued for

A S S O C I A ST E , CI N .

0 - Issued for Construction 07-12-2022

DETAILS

D-1.1

ROOF ASSEMBLY

N.T.S.

D-1.1

D-1.1

ROOF ASSEMBLY

N.T.S.

D-1.1

ROOF DRAIN

N.T.S.

D-1.1

OVERFLOW SCUPPER

N.T.S.

D-1.1

MECHANICAL CURB

N.T.S.

D-1.1

HOOD

N.T.S.

D-1.1

PIPE/POST PENETRATION

N.T.S.

D-1.1

PARAPET WALL

N.T.S.

D-1.1

PITCH PAN

N.T.S.

D-1.1

RELIEF VENT

N.T.S.

D-1.1

ROOF HATCH

N.T.S.

SHEET METAL FASCIA LOCKED ONTO CLEAT

ATTACHED 6" O.C. STAGGERED

NAILERS MATCHING INSULATION

THICKNESS MODIFIED BITUMEN BASE SHEET EXTENDING OVER

ROOF EDGE PRIOR TO INSTALLATION OF CLEAT AND

FASCIA

SEALANT/MASTIC AT ROOF

MEMBRANE TERMINATION

NAILERS FILLING GAP

MODIFIED BITUMEN CAP SHEET FIELD PLY

MODIFIED BITUMEN BASE SHEET FIELD PLIES

MODIFIED BITUMEN BASE SHEET STRIP IN PLY

EDGE METAL PRIMED AND SET IN A BED OF

ROOF CEMENT/MASTIC

GRAVEL STOP LOCKED ONTO CLEAT

ATTACHED 3" O.C.

CLEAT ATTACHED 6" O.C. STAGGERED

EXISTING ROOF DECK

INSULATION SYSTEM

COUNTERFLASHING

RECEIVER ATTACHED 12" O.C.

EXISTING SUBSTRATE

WOOD CANT

EXISTING ROOF DECK

INSULATION SYSTEM

MODIFIED BITUMEN BASE SHEET FIELD PLY

MODIFIED BITUMEN CAP SHEET FIELD PLY

MODIFIED BITUMEN BASE SHEET BASE FLASHING

MODIFIED BITUMEN CAP SHEET BASE FLASHING

EXPANSION JOINT (SEE NOTES ON

EXPANSION JOINT CURB DETAIL)

MINIMUM 4" LAP WITH TWO STRIPS OF BUTYL

TAPE ON HORIZONTAL AND VERTICAL FACES

COUNTERFLASHING ATTACHED 12"

O.C. TO RECEIVER WITH WIND

CLIPS 24" O.C.

VENT THROUGH ROOF PENETRATION

MODIFIED BITUMEN CAP SHEET FIELD PLY

LIQUID APPLIED FLASHING WITH REINFORCING FABRIC

ROOF MEMBRANE PLIES

ROOF INSULATION SYSTEM

EXISTING ROOF DECK

COMPATIBLE MASTIC

6" MIN.

8" MIN.

ROOF MOUNTED

COPING

MOUNTED

INSULATION SYSTEM

EXISTING ROOF DECK

WALK PAD SET IN MASTIC TO CAP SHEET FIELD MEMBRANELIGHTENING PROTECTION AIR TERMINAL

SET IN APPROPRIATE SEALANT

COPING SYSTEM

LIGHTENING ARRESTOR AIR TERMINAL

ATTACHED TO COPING AND SET IN SEALANT

STAINLESS STEEL DRAWBAND

POURABLE FILLER SLOPED TO DRAIN WATER OVER SIDE OF

PITCH PAN

STAINLESS STEEL FULLY SOLDERED PITCH PAN

PITCH PAN STRIPPED IN WITH ROOF MEMBRANE TARGET

(SEALANT PROVIDED AT TERMINATION OF MEMBRANE TO

PITCH PAN)

MODIFIED BITUMEN CAP SHEET STRIP IN PLY

MODIFIED BITUMEN BASE SHEET STRIP IN PLY

MODIFIED BITUMEN BASE SHEET FIELD PLY

INSULATION SYSTEM

EXISTING ROOF DECK

MODIFIED BITUMEN CAP SHEET FIELD PLY

SEALANT

NON SHRINK GROUT

SHEET METAL RAIN COLLAR2" MINIMUM

CLEARANCE

WOOD NAILERS MATCHING

THE HEIGHT OF

INSULATION SYSTEM

SEALANT

SEALANT

STAINLESS STEEL DRAW BAND SECURING THE

UMBRELLA TO STACK

FLASHING INSTALLED IN A WATER

SHEDDING FASHION

STAINLESS STEEL

GASKETED FASTENERS

SHEET METAL COUNTERFLASHING

FASTENERS 8" O.C.

MODIFIED BITUMEN CAP SHEET

BASE FLASHING

MODIFIED BITUMEN BASE SHEET

BASE FLASHING

MODIFIED BITUMEN BASE SHEET FIELD PLY

WOOD NAILERS ATTACHED TO THE

ROOF DECK

INSULATION SYSTEM

EXISTING ROOF DECKWOOD CANT STRIP

MODIFIED BITUMEN CAP SHEET

FIELD PLY

SLOPE

18" - 24"

18" - 24"

EXISTING SUPPORT

APPROPRIATE FASTENERS AS INDICATED

CONTINUOUS SEALANT

SHEET METAL COUNTERFLASHING

INSERTED IN SAW CUT REGLET WITH

LEAD WEDGES HOLDING IN PLACE

COPING FLANGE TURNED UP 2

INCHES; SET IN SEALANT TO WALL

COPING SYSTEM

SET SHEET METAL COVER

PLATE IN TWO STRIPS OF BUTYL

SEALANT/TAPE ON ALL SIDES

EDGE METAL PRIMED AND SET IN A BED OF ROOF

CEMENT/MASTIC

EDGE METAL ATTACHED 3" O.C. STAGGERED TO

PERIMETER NAILERS

MODIFIED BITUMEN BASE SHEET STRIP IN PLY

MODIFIED BITUMEN CAP SHEET FIELD PLY

MODIFIED BITUMEN BASE SHEET FIELD PLY

STANDING SEAMS

STANDING SEAMS

EQUIPMENT SUPPORT CURB

MODIFIED BITUMEN BASE SHEET FIELD PLY

MODIFIED BITUMEN BASE SHEET

BASE FLASHING ATTACHED 8" O.C.

COUNTERFLASHING COUNTERFLASHING

AND COUNTERFLASHING RECEIVER

ATTACHED 12" O.C. WITH STAINLESS

STEEL GASKETED FASTENERS

MODIFIED BITUMEN CAP

SHEET BASE FLASHING

MODIFIED BITUMEN

CAP SHEET FIELD PLY

MODIFIED BITUMEN BASE

SHEET BASE FLASHING

INSULATION SYSTEM

EXISTING ROOF DECK

EXISTING DUCT PENETRATION CONTINUOUS SEALANT AT SHEET METAL UMBRELLA KICKOUT

STAINLESS STEEL DRAWBAND

STAINLESS STEEL UMBRELLA

EXISTING SHEET CURB METAL CAP

STAINLESS STEEL GASKETED FASTENERS 12" O.C.

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

STAMP

321 4 5 6 7 8 9 10

VAMC - Fayetteville, NC

Project Director

07-12-22 JB MM

ARCHITECTPROGRAM MANAGER

ODELL INTERNATIONAL

129 FAST LANE, SUITE 200

MOORESVILLE, NC 28117

(704) 401-2074 Program Manager POC: Richard Cantwell Jr.

Revisions: Date:

A/E:

GMK ASSOCIATES, INC.

1201 MAIN STREET, SUITE 2100

COLUMBIA, S.C. 29201

(803) 256-0000 A/E firm POC: Tom Weiland

CONSULTANT

ISSUED FOR

CONSTRUCTION

D Wing Roof Repair 565-21-102 Roofing:

WM BUILDING ENVELOPE CONSUTANTS, LLC

226 N. LIVE OAK DRIVE

MONCKS CORNER, S.C. 29461

(843) 499-2756 Roofing Consultant POC: Max Morrill

Issued for

A S S O C I A ST E , CI N .

0 - Issued for Construction 07-12-2022

DETAILS

D-1.2

COPING TEE INTERSECTION

N.T.S.

D-1.2

D-1.2

COPING CORNER

N.T.S.

D-1.2

LIGHTENING ARRESTOR SYSTEM

N.T.S.

D-1.2

ROOF TO PARAPET WALL EXPANSION JOINT

N.T.S.

D-1.2

MULTI-PIPE PITCH PAN

N.T.S.

D-1.2

GRAVEL STOP

N.T.S.

D-1.2

HOT STACK

N.T.S.

D-1.2

VENT THROUGH ROOF

N.T.S.

D-1.2

EDGE METAL

N.T.S.

D-1.2

COPING TO WALL

N.T.S.

D-1.2

EQUIPMENT SUPPORT CURB

N.T.S.

D-1.2

DUCT PENETRATIONS CURB CAP

COUNTERFLASHING

RECEIVER ATTACHED 12" O.C.

EXISTING SUBSTRATE

WOOD CANT

EXISTING ROOF DECK

EXISTING LIGHT WEIGHT INSULATION SYSTEM

MODIFIED BITUMEN BASE SHEET FIELD PLY

MODIFIED BITUMEN CAP SHEET FIELD PLY

MODIFIED BITUMEN BASE SHEET BASE FLASHING

MODIFIED BITUMEN CAP SHEET BASE FLASHING

EXPANSION JOINT (SEE NOTES ON

EXPANSION JOINT CURB DETAIL)

MINIMUM 4" LAP WITH TWO STRIPS OF BUTYL

TAPE ON HORIZONTAL AND VERTICAL FACES

COUNTERFLASHING ATTACHED 12"

O.C. TO RECEIVER WITH WIND

CLIPS 24" O.C.

MODIFIED BITUMEN BASE SHEET IN COLD

ADHESIVE TO CONCRETE DECK

1/4 INCH G90 GALVANIZED STEEL

PLATE; 6 INCHES WIDER THAN

OPENING; SET IN CONTINUOUS

SEALANT; ATTACHED 6 INCHES ON

CENTER

OPENING IN CONCRETE DECK

EXISTING LWIC

NAILED BASE SHEET

MODIFIED BITUMEN BASE SHEET

MODIFIED BITUMEN CAP SHEET

STRIP-IN PLY

GUARD RAIL BRACKET SECURED

PER MANUFACTURER

GRAVEL STOP ATTACHED 3"

O.C. STAGGERED

TOE BOARD

CONTINUOUS CLEAT ATTACHED

6" O.C. STAGGERED

FASCIA LOCKED ONTO CLEAT

EXISTING BRICK VENEER

HORIZONTAL RAILS

EXISTING CONCRETE ROOF DECK

SELF ADHERED

UNDERLAYMENT OVER

TOP OF BASE FLASHING

DOOR THRESHOLD

SHEET METAL COUNTERFLASHING UNDER DOOR THRESHOLD

COUNTERFLASHING RECEIVER EXTENDING

UNDER DOOR THRESHOLD FLASHING

COUNTERFLASHING COUNTERFLASHING ATTACHED

12" O.C. WITH STAINLESS STEEL GASKETED

FASTENERS

2" WIDE WIND CLIPS 24" O.C.

MODIFIED BITUMEN CAP SHEET BASE FLASHING

MODIFIED BITUMEN BASE SHEET BASE FLASHING

MODIFIED BITUMEN BASE SHEET FIELD PLY

MODIFIED BITUMEN CAP SHEET FIELD PLY

EXISTING SUBSTRATE

LWIC SYSTEM

EXISTING ROOF DECK

COUNTERFLASHING UNDER THRESHOLD

BACK AND END DAMS

4" TOEBOARD

12" TREAD W/ 9-1/2" RISE (TYP)

NON-PENETRATING SUPPORT PADS

HAND RAILS

HAND RAILS

NON-PENETRATING SUPPORT PADS

EXISTING SUBSTRATE

WOOD CANT

EXISTING ROOF DECK

EXISTING LIGHT WEIGHT INSULATION SYSTEM

MODIFIED BITUMEN BASE SHEET FIELD PLY

MODIFIED BITUMEN CAP SHEET FIELD PLY

MODIFIED BITUMEN BASE SHEET BASE FLASHING

MODIFIED BITUMEN CAP SHEET BASE FLASHING

EXPANSION JOINT (SEE NOTES ON

EXPANSION JOINT CURB DETAIL)

MINIMUM 4" LAP WITH TWO STRIPS OF BUTYL

TAPE ON HORIZONTAL AND VERTICAL FACES

EXISTING WINDOW SYSTEM

GASKETED FASTENERS 12" O.C.

CONTINUOU…