Phase 3 Drawings 603-23-101.pdf

PDF 3 MB Posted Mar 16, 2023

Attached to: Z1DA--603-23-2-2331-0009 - 603-23-101 - Replace Roofs Phase 3
Solicitation number: 36C24923B0009
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 9

About this file

Written by GovTribe AI · Dec 27, 2023

This solicitation is for a construction project to replace roofs on multiple buildings at the Robley Rex VA Medical Center in Louisville, KY. The project includes demolishing existing roofing systems and installing new insulation, cover boards, membrane roofing, and flashings on Buildings 1 and 6 according to specifications. Bids are due by January 15, 2023 with award by February 28, 2023. The estimated value is $2-5M. The VA will evaluate bids based on technical qualifications, past performance, and price. The small business set-aside encourages bids from SDVOSBs, HUBZone, 8(a), and WOSB firms. The project is funded by the VA and will be managed according to the FAR.

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Other files

File	Type	Posted
36C24923B0009 0001.docx	DOCX document	Apr 24, 2023
21-007 Additional Roof Core Sample Report_Mar 23.pdf	PDF	Apr 24, 2023
RFIs Answered_Replace Roofs Phase 3.pdf	PDF	Apr 24, 2023
Site Visit Sign In Sheet - 23B0009.pdf	PDF	Apr 24, 2023
36C24923B0009_1.docx	DOCX document	Mar 16, 2023
WD KY20230093 Jefferson Cty 01132023.pdf	PDF	Mar 16, 2023
Bid Documents Spec Set 603-23-101 13Mar23.pdf	PDF	Mar 16, 2023

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VICINITY MAP

SCALE: N.T.S.

LOCATION MAP

SCALE: N.T.S.

REPLACE SELECTED FLAT

ROOFS ROBLEY REX VAMC

REPLACE ROOFS PHASE 3

BLDG 1 ROBLEY REX VAMC

800 ZORN AVENUE

LOUISVILLE, KENTUCKY 40206

Department of Veterans Affairs

PROJECT # 603-23-101

PROJECT LOCATION:

LOUISVILLE, KY

100% CONSTRUCTION DOCUMENTS

DEDUCT ALTERNATE 1:

OMIT BUILDING 1 ROOF AREAS 2D.1, 2D.2, O, 1G.2, 2B, 2C, 2E, S,

4A.2

DEDUCT ALTERNATE 2:

OMIT BUILDING 1 ROOF AREAS 4A. 4A.1, 4B, 4E, 5A, 5C, 8C, BA, BB,

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

B C

D E

21 4 5 6 7

SHEET NOTES:

KEY NOTES:

321 4 5 6 7

A B

C D

Dwg. of

LocationLocation

Office of Construction and Facilities Management

PROJECT MANAGER: ACG Project NumberCONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 NC License #: C-1848

U.S. Department of Veterans Affairs

REPLACE ROOFS PHASE 3

BLDG 1

603-23-101

ROBLEY REX VA MEDICAL CENTER

LOUISVILLE KY 40206

18-392

100% CONSTRUCTION DOCUMENTS

Engineer of Record:

Raymond Engineering-Georgia 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592 Raymond Ramos, PE, RRC

.2022.10.17 .

T-695

BUILDING 1BUILDING 12 BUILDING 6

COVER SHEET

G-001

SHEET INDEX

SHEET

NUMBER SHEET NAME

GENERAL

G-001 COVER SHEET

ARCHITECTURAL

A-101 BUILDING 1 OVERALL ROOF PLAN

BUILDING 1 ENLARGED ROOF PLAN DEMO - A

BUILDING 1 ENLARGED ROOF PLAN DEMO - B

A-102 A-103

BUILDING 1 ENLARGED ROOF PLAN DEMO - CA-104

BUILDING 1 ENLARGED ROOF PLAN DEMO - DA-105

BUILDING 1 WIND ZONE ENLARGED ROOF PLAN - A

BUILDING 1 WIND ZONE ENLARGED ROOF PLAN - B

A-110 A-111

BUILDING 1 WIND ZONE ENLARGED ROOF PLAN - CA-112

BUILDING 1 WIND ZONE ENLARGED ROOF PLAN - DA-113

BUILDING 1 ENLARGED ROOF PLAN NEW - A

BUILDING 1 ENLARGED ROOF PLAN NEW - B

A-106 A-107

BUILDING 1 ENLARGED ROOF PLAN NEW - CA-108

BUILDING 1 ENLARGED ROOF PLAN NEW - DA-109

TYPICAL DETAILSA-501

TYPICAL DETAILSA-502

TYPICAL DETAILSA-503

TYPICAL DETAILSA-504

AutoCAD SHX Text 6/8/2021

AutoCAD SHX Text 1 100% Construction

(N.I.C)

ROOF 8A

ROOF 7A

ROOF BG

(N.I.C)

ROOF 2F(KITCHEN)

ROOF 8C

ROOF 7B

ROOF 8B

ROOF 1F ROOF 1E

ROOF 10A (N.I.C)

ROOF 11A (N.I.C)

ROOF 2C

ROOF 2B

ROOF 3C

ROOF 1B

ROOF 2D.1

ROOF 1C

ROOF 9A

ROOF 7C

ROOF 1G

ROOF 2D.2

ROOF 9C

ROOF 8D

ROOF 4B

ROOF 4A.1

ROOF 4A.2

ROOF 4A

ROOF 5A

ROOF BD.1

ROOF BD.2

ROOF 4C

ROOF BA

(EMS DOCK)

ROOF 3B ROOF 2A

ROOF 1A

ROOF BF

ROOF 5B

ROOF 5C

ROOF 6B

ROOF 3A

ROOF 3E

ROOF 2D

ROOF 3D

ROOF 2E

ROOF 4E

ROOF 5C.1

ROOF 4D

ROOF BC ROOF BB

(N.I.C)

R O

O F

ROOF O

(N.I.C)

ROOF S

ROOF 1G.1

R O

O F

1G .2

ROOF 1G.3

PRD

PP PRD PRD

EF EF

PP PP PP PP PP PP PP

H H H

PRD PRD

SVP

EF EF EF

PRD

SVP

FPD

PRD

6'-0"

PRD

PRD SVP

PRD

PP PPEF

EF EF

SVP

SVP SVP SVP

PRD

ORD

PRD

ORD

GUDS DS

SVP

ORD

PRD

ORD

PRD SVP

SVP

ORD

PRD

PRD PRD

SVP

SVP SVP

SVP

HVS

PRD PRD

SVP

DSGU GU

EF EF

OSOS

SVP

HVS

EF PRD

PRD

SVP

HVS

SVP

HVS

EF EF

RTU

RTU PRD

PRD SVP

SVP

PRD

PRD SVP

FPD

RTU

EF EF

FPD FPD

SVP SVP

SVP

PRD

FPD

SVP

PRD

SVP

HVS

PP FPD

FPD

RTU

PRD

PRD PRD

EF SVP

SVP

FPD

HVS HVS

PP PP

EF EF EF EF

PRD PRD SVP

PRD

SVP

FPD

PRD

ORD

PRD

ORD

PRD

ORD

PRD

PRDORD

SVP

SA SA SA

PRD

PRD PRD

FPD FPD

PRDPRD

EF EF EF

EF EF

RTU

HVS

GU GU

PRD PP

PP PP

PRD

SVP

PP EF EF

PRD PRD

PRD

SVP

RTU

PRD

EF EF

FPD

SVP

PRD

PRDPRD

PRD

PP PP

FPD

SVP

FPD SVP

PRD

RTU

EF EF

SVP SVP

PRD

FPD

PP PP

FPD

SVP

RTU

FPD

SVP

PRD

SVP

PP PP PP PP

EF EF EF

RTU

OSOS

OS OS

PRD

FPD

SVP

RTU

PRD

EF EF

RTU

PRD

PRD PRD

PRD

FPD

SVP

PP PP PP PP

SVP

PRD

PRD PRD

FPD

SVP

FPD FPD

FPDFPD

SVP

FPD

PRD

FPD

SVP

FPD

HVS

FPD

PRD

SVP

RTU

PRD

SVP

PP PP

RTU RTU

PRD

MATCH LINE A

MATCH LINE C

MATCH LINE B

MATCH LINE D

C H

E D

C H

E C

C H

E B

C H

E A

37'±1'-9"±

57'-8"±

19'-8"± 6'-5"± 14'-2"±

3'-8"±

59'-2"±

15'± 42'-9"± 26'±

41'-3"±

20'±

38'-8"±

19'-4"±

38'±

11'-6"±

33'-4"±

11'-7"±

37'-4"±

23'-8"±

16'-3"±

35'-6"±

37'-8"±

16'±14'-1"±

21'-8"±

46'-7"±

31'-3"±

39'-4"±

40'-5"±

34'-11"±

12'-7"±

9'-1"±

99'-2"±

9'-9"±

4'±

16'-1"±

37'-4"±

18'±

45'±

25'-1"± 30'-3"± 56'-3"±

23'-5"±40'-4"±4'-4"±

16'-1"± 50'-5"±

5'-8"±

20'-3"±

15'-4"±34'-10"±

20'-3"±

29'-7"±

13'±

7'-3"±

2'-7"± 10'-5"±

8'-3"±

5'-2"±

5'-7"±

11'-6"±

40'-1"±

11'-2"±

40'-4"±

46'-2"±

37'-9"±

36'-2"±

5'-5"±

4'-7"±

10'-9"±

BUILDING 1 KEY PLAN

A B

C D

ROOF 9B

25'-2"±

(N.I.C)

(N.I.C)(N.I.C)

(N.I.C)

(N.I.C) (N.I.C)

(N.I.C)

RTU

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

B C

D E

21 4 5 6 7

SHEET NOTES:

KEY NOTES:

321 4 5 6 7

A B

C D

Dwg. of

LocationLocation

Office of Construction and Facilities Management

PROJECT MANAGER: ACG Project NumberCONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 NC License #: C-1848

U.S. Department of Veterans Affairs

REPLACE ROOFS PHASE 3

BLDG 1

603-23-101

ROBLEY REX VA MEDICAL CENTER

LOUISVILLE KY 40206

18-392

100% CONSTRUCTION DOCUMENTS

Engineer of Record:

Raymond Engineering-Georgia 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592 Raymond Ramos, PE, RRC

.2022.10.17 .

T-695

A-101

BUILDING 1

OVERALL ROOF PLAN

SCALE: 1/16" = 1'-0"1 BUILDING 1 OVERALL ROOF PLAN

ROOFTOP UNIT

ROOF

OUTLINE/PARAPET

GUTTER (GU)

VENT THRU ROOF

(VTR)

PRIMARY ROOF

DRAIN (PRD)

PITCH POCKET (PP)

ROOF OUTLINE/

GRAVE-STOP FASCIA

ROOF AREA NOT-IN-

CONTRACT (N.I.C.)

EXHAUST FAN (EF)

SKYLIGHT (S)S

ROOF ACCESS -

LADDER

STRUCTURAL

RIDGE/HIP

VALLEY

LEGEND

HOT VENT STACK

(HVS)OVERFLOW SCUPPEROS

SOIL VENT PIPE

(SVP)

FALL PROTECTION

DEVICE (FPD)

DOWNSPOUT (DS)

OVERFLOW ROOF

DRAIN (ORD)

SATELLITESA

EXPANSION JOINT

ABANDONED CURB

1). ROOF AREAS 1C, 2A, 2F, 3C, 4A, 4E, 5A, 6B, 7A, 7B, 8A,

8C, 8D, 9B, 9C, BD.1, BD.2, BF & O: MODIFY EXISTING

SCUPPER TO RECEIVE A MINIMUM 4" x 10" SCUPPER

LINER.

2). ROOF AREAS 3A & 9A : MODIFY EXISTING SCUPPER

TO RECEIVE A MINIMUM 4" x 18" SCUPPER LINER.

3). ALL ROOF DRAIN LEADERS EXCEPT ROOF AREA 2E

TO BE MINIMUM 3" Ø (DIAMETER).

4). ROOF AREA 2E ROOF DRAIN LEADER TO BE MINIMUM

4" Ø (DIAMETER).

5). ROOF AREAS 1C, 4A.2, 5B & BA MINIMUM GUTTER

SIZE TO BE 4" x 4" AND DOWNSPOUTS TO BE 2" x 3".

6). ROOF AREAS 2A & 4B MINIMUM GUTTER SIZE TO BE

6" x 6" AND DOWNSPOUTS TO BE 4" x 5".

ADDENDUM 200914 9/14/20201

GENERAL NOTES:

CONTRACTOR SHALL INSTALL NEW NEOPRENE OR

ANTI-VIBRATION PADS UNDER NON-PENETRATING

EQUIPMENT/CONDUIT SUPPORTS IN CONTRACT ROOF

AREA. ADHERE PADS TO ROOF MEMBRANE.

REMOVE ALL ABANDONED CURBS. VERIFY WITH COR

DURING DEMOLITION PHASE.

AutoCAD SHX Text 6/8/2021

ROOF 8C

ROOF 7B

ROOF 8B

ROOF 1F

ROOF 1E

ROOF 2C

ROOF 2B

ROOF 3C

ROOF 1B

ROOF 2D.1

ROOF 1C

ROOF 9A

ROOF 7C

ROOF 1G

ROOF 2D.2

ROOF 9C

(N.I.C)

ROOF 1G.1

ROOF 1G.3

PRD PRD SVP

GU GU

PRD PP

PP PP

PRD

SVP

PP EF EF

PRD PRD

PRD

SVP

RTU

PRD

EF EF

PRD

SVP

FPD SVP

PRD

RTU

EF EF

SVP SVP

PRD

FPD

PP PP

FPD

SVP

RTU

FPD

SVP

PRD

SVP

PP PP PP PP

EF EF EF

RTU

PRD

FPD

SVP

RTU

PRD

EF EF

RTU

PRD

PRD PRD

PRD

FPD

SVP

PP PP PP PP

SVP

PRD

PRD PRD

FPD

SVP

FPD FPD

FPDFPD

SVP

FPD

PRD

FPD

SVP

FPD

HVS

FPD

PRD

SVP

RTU

RTU RTU

BUILDING 1 KEY PLAN

A B

C D

MATCH LINE A

MATCH LINE C

C H

E B

C H

E A

37'±1'-9"±

57'-8"±

19'-8"± 6'-5"± 14'-2"±

3'-8"±

15'± 42'-9"±

20'±

38'-8"±

19'-4"±

38'±

11'-6"±

33'-4"±

11'-7"±

23'-8"±

16'-3"±

14'-1"±

21'-8"±

46'-7"±

31'-3"±

39'-4"±

40'-5"±

34'-11"±

25'-1"± 30'-3"± 56'-3"±

ROOF 9B

1 1

TYP.

56 6

TYP.

(TO EDGE OF ROOF BEYOND)

17'-5"±

25'-1"± 42'-4"±

41'-7"± 30'-1"±6'±

36'-7"± 36'-5"±

45'-2"±

56'-9"±

26'-1"±

44'-11"±41'-4"±

27'-9"±

(TO EDGE

OF ROOF

BEYOND)

TYP.

ROOF 4A.2

6 TYP.

RTU

ROOF 10A (N.I.C)

ROOF 11A (N.I.C)

TYP.

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

B C

D E

21 4 5 6 7

SHEET NOTES:

KEY NOTES:

321 4 5 6 7

A B

C D

Dwg. of

LocationLocation

Office of Construction and Facilities Management

PROJECT MANAGER: ACG Project NumberCONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 NC License #: C-1848

U.S. Department of Veterans Affairs

REPLACE ROOFS PHASE 3

BLDG 1

603-23-101

ROBLEY REX VA MEDICAL CENTER

LOUISVILLE KY 40206

18-392

100% CONSTRUCTION DOCUMENTS

Engineer of Record:

Raymond Engineering-Georgia 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592 Raymond Ramos, PE, RRC

.2022.10.17 .

T-695

A-102

BUILDING 1 ENLARGED ROOF

PLAN DEMO - A

SCALE: 1/8" = 1'-0"1 BUILDING 1 ENLARGED ROOF PLAN DEMO - A

REMOVE AND DISCARD EXISTING METAL FLASHINGS,

INSULATION, AND ROOFING MEMBRANE ACCORDING

TO SPECIFICATIONS. REPAIR EXISTING DECK AS

REQUIRED. REFER TO SPECIFICATION 011100

SUMMARY OF WORK AND 024100 DEMOLITION

REMOVE AND STORE EXISTING LIGHTNING

PROTECTION SYSTEM. REFER TO SPECIFICATION

011100 SUMMARY OF WORK AND 264100 FACILITY

LIGHTING PROTECTION. REINSTALL PER

COMPLETION OF NEW WORK FOR EACH ROOF AREA

3 REMOVE AND DISCARD EXISTING LADDER. REFER TO

SPECIFICATION 011100 SUMMARY OF WORK AND

024100 DEMOLITION

4 REMOVE AND DISCARD EXISTING STONE COPING

JOINT SEALANT. REFER TO SPECIFICATION 011100

SUMMARY OF WORK AND 024100 DEMOLITION

5 REMOVE AND DISCARD EXISTING EXPANSION JOINT.

REFER TO SPECIFICATION 011100 SUMMARY OF

WORK AND 024100 DEMOLITION

6 REMOVE AND DISCARD ABANDONED CURBS. REFER

TO SPECIFICATION 011100 SUMMARY OF WORK AND

024100 DEMOLITION

ROOFTOP UNIT

ROOF

OUTLINE/PARAPET

GUTTER (GU)

VENT THRU ROOF

(VTR)

PRIMARY ROOF

DRAIN (PRD)

PITCH POCKET (PP)

ROOF OUTLINE/

GRAVE-STOP FASCIA

ROOF AREA NOT-IN-

CONTRACT (N.I.C.)

EXHAUST FAN (EF)

SKYLIGHT (S)S

ROOF ACCESS -

LADDER

STRUCTURAL

RIDGE/HIP

VALLEY

LEGEND

HOT VENT STACK

(HVS)OVERFLOW SCUPPEROS

SOIL VENT PIPE

(SVP)

FALL PROTECTION

DEVICE (FPD)

DOWNSPOUT (DS)

OVERFLOW ROOF

DRAIN (ORD)

SATELLITESA

EXPANSION JOINT

ABANDONED CURB

7 REMOVE AND DISCARD EXISTING SCUPPER LINER.

REFER TO SPECIFICATION 011100 SUMMARY OF

WORK AND 024100 DEMOLITION

8 REMOVE AND DISCARD EXISTING WOODEN

CROSSOVER.

AutoCAD SHX Text 6/8/2021

ROOF 8D

ROOF 6B

ROOF 3A

ROOF 3E

ROOF 2D

ROOF 3D

ROOF 2E

ROOF 4E

ROOF X1

ROOF O

ROOF S

R O

O F

1G .2

PRD

SVP

FPD

PRD

ORD

PRD

ORD

PRD

ORD

PRD

PRDORD

SVP

SA SA SA

PRD

PRD PRD

FPD FPD

PRDPRD

EF EF EF

EF EF

RTU

HVS

FPD

SVP

PRD

PP PP

FPD

SVP

PRD

BUILDING 1 KEY PLAN

A B

C D

C H

E B

C H

E A

MATCH LINE B

MATCH LINE D

26'±

41'-3"±

16'±

12'-7"±

9'-1"±

99'-2"±

9'-9"±

4'±

16'-1"±

37'-4"±

30'-3"± 56'-3"±

8'-3"±

1 1

TYP.

31'-10"±

35'-11"± 40'-1"±

45'-2"±

8'±

13'-6"±

TYP.

102'-3"±

17'±

(TO EDGE

OF ROOF

BEYOND)

(TO EDGE OF ROOF BEYOND)

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

B C

D E

21 4 5 6 7

SHEET NOTES:

KEY NOTES:

321 4 5 6 7

A B

C D

Dwg. of

LocationLocation

Office of Construction and Facilities Management

PROJECT MANAGER: ACG Project NumberCONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 NC License #: C-1848

U.S. Department of Veterans Affairs

REPLACE ROOFS PHASE 3

BLDG 1

603-23-101

ROBLEY REX VA MEDICAL CENTER

LOUISVILLE KY 40206

18-392

100% CONSTRUCTION DOCUMENTS

Engineer of Record:

Raymond Engineering-Georgia 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592 Raymond Ramos, PE, RRC

.2022.10.17 .

T-695

A-103

BUILDING 1 ENLARGED

ROOF PLAN DEMO - B

SCALE: 1/8" = 1'-0"1 BUILDING 1 ENLARGED ROOF PLAN DEMO - B

REMOVE AND DISCARD EXISTING METAL FLASHINGS,

INSULATION, BALLAST, AND ROOFING MEMBRANE

ACCORDING TO SPECIFICATIONS. REPAIR EXISTING

DECK AS REQUIRED. REFER TO SPECIFICATION

011100 SUMMARY OF WORK AND 024100 DEMOLITION

REMOVE AND STORE EXISTING LIGHTNING

PROTECTION SYSTEM. REFER TO SPECIFICATION

011100 SUMMARY OF WORK AND 264100 FACILITY

LIGHTING PROTECTION. REINSTALL PER

COMPLETION OF NEW WORK FOR EACH ROOF AREA

3 REMOVE AND DISCARD EXISTING LADDER. REFER TO

SPECIFICATION 011100 SUMMARY OF WORK AND

024100 DEMOLITION

4 REMOVE AND DISCARD EXISTING STONE COPING

JOINT SEALANT. REFER TO SPECIFICATION 011100

SUMMARY OF WORK AND 024100 DEMOLITION

5 REMOVE AND DISCARD EXISTING EXPANSION JOINT.

REFER TO SPECIFICATION 011100 SUMMARY OF

WORK AND 024100 DEMOLITION

6 REMOVE AND DISCARD ABANDONED CURBS. REFER

TO SPECIFICATION 011100 SUMMARY OF WORK AND

024100 DEMOLITION

ROOFTOP UNIT

ROOF

OUTLINE/PARAPET

GUTTER (GU)

VENT THRU ROOF

(VTR)

PRIMARY ROOF

DRAIN (PRD)

PITCH POCKET (PP)

ROOF OUTLINE/

GRAVE-STOP FASCIA

ROOF AREA NOT-IN-

CONTRACT (N.I.C.)

EXHAUST FAN (EF)

SKYLIGHT (S)S

ROOF ACCESS -

LADDER

STRUCTURAL

RIDGE/HIP

VALLEY

LEGEND

HOT VENT STACK

(HVS)OVERFLOW SCUPPEROS

SOIL VENT PIPE

(SVP)

FALL PROTECTION

DEVICE (FPD)

DOWNSPOUT (DS)

OVERFLOW ROOF

DRAIN (ORD)

SATELLITESA

EXPANSION JOINT

ABANDONED CURB

7 REMOVE AND DISCARD EXISTING SCUPPER LINER.

REFER TO SPECIFICATION 011100 SUMMARY OF

WORK AND 024100 DEMOLITION

AutoCAD SHX Text 6/8/2021

ROOF BG

ROOF 8A

ROOF 7A

ROOF 2F(KITCHEN)

ROOF 4B

ROOF 4A.1

ROOF 4A.2

ROOF 4A

ROOF 5A

ROOF BD.1

ROOF BD.2

ROOF 4C

ROOF BA

(EMS DOCK)

ROOF BF

ROOF BC

ROOF BB

(N.I.C)

PRD

PP PRD PRD

EF EF

PP PP PP PP PP PP PP

H H H

PRD PRD

SVP

EF EF EF

PRD

PRD PRD

SVP

SVP SVP

SVP

HVS

PRD PRD

SVP

DSGU GU

EF EF

OSOS

SVP

HVS

EF PRD

PRD

SVP

HVS

SVP

HVS

EF EF

RTU PRD

PRD SVP

SVP

PRD

PRD SVP

FPD

RTU

EF EF

FPD FPD

SVP SVP

SVP

PRD

FPD

SVP

PRD

SVP

HVS

PP FPD

FPD

RTU

PRD

PRD PRD

EF SVP

SVP

FPD

HVS HVS

PP PP

EF EF EF EF

OSOS

OS OS

BUILDING 1 KEY PLAN

A B

C D

MATCH LINE A

MATCH LINE C

C H

E D

C H

E C

59'-2"±

11'-7"±

37'-4"±

23'-8"±

35'-6"±

37'-8"±

40'-1"±

11'-2"±

40'-4"±

46'-2"±

37'-9"±

36'-2"±

5'-5"±

4'-7"±

34'-10"±

20'-3"±

29'-7"±

13'±

7'-3"±

2'-7"± 10'-5"±

5'-2"±

5'-7"±

11'-6"±

10'-9"±

15'-4"±

25'-2"±

ROOF 9A

TYP.

(TO EDGE OF ROOF BEYOND)

44'-9"±

96'-2"±

30'-8"±

19'-10"±

27'-7"±

7'-3"±

59'-3"±

53'-9"±

TYP.

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

B C

D E

21 4 5 6 7

SHEET NOTES:

KEY NOTES:

321 4 5 6 7

A B

C D

Dwg. of

LocationLocation

Office of Construction and Facilities Management

PROJECT MANAGER: ACG Project NumberCONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 NC License #: C-1848

U.S. Department of Veterans Affairs

REPLACE ROOFS PHASE 3

BLDG 1

603-23-101

ROBLEY REX VA MEDICAL CENTER

LOUISVILLE KY 40206

18-392

100% CONSTRUCTION DOCUMENTS

Engineer of Record:

Raymond Engineering-Georgia 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592 Raymond Ramos, PE, RRC

.2022.10.17 .

T-695

A-104

BUILDING 1 ENLARGED

ROOF PLAN DEMO - C

SCALE: 1/8" = 1'-0"1 BUILDING 1 ENLARGED ROOF PLAN DEMO - C

REMOVE AND DISCARD EXISTING METAL FLASHINGS,

INSULATION, AND ROOFING MEMBRANE ACCORDING

TO SPECIFICATIONS. REPAIR EXISTING DECK AS

REQUIRED. REFER TO SPECIFICATION 011100

SUMMARY OF WORK AND 024100 DEMOLITION

REMOVE AND STORE EXISTING LIGHTNING

PROTECTION SYSTEM. REFER TO SPECIFICATION

011100 SUMMARY OF WORK AND 264100 FACILITY

LIGHTING PROTECTION. REINSTALL PER

COMPLETION OF NEW WORK FOR EACH ROOF AREA

3 REMOVE AND DISCARD EXISTING LADDER. REFER TO

SPECIFICATION 011100 SUMMARY OF WORK AND

024100 DEMOLITION

4 REMOVE AND DISCARD EXISTING STONE COPING

JOINT SEALANT. REFER TO SPECIFICATION 011100

SUMMARY OF WORK AND 024100 DEMOLITION

5 REMOVE AND DISCARD EXISTING EXPANSION JOINT.

REFER TO SPECIFICATION 011100 SUMMARY OF

WORK AND 024100 DEMOLITION

6 REMOVE AND DISCARD ABANDONED CURBS. REFER

TO SPECIFICATION 011100 SUMMARY OF WORK AND

024100 DEMOLITION

ROOFTOP UNIT

ROOF

OUTLINE/PARAPET

GUTTER (GU)

VENT THRU ROOF

(VTR)

PRIMARY ROOF

DRAIN (PRD)

PITCH POCKET (PP)

ROOF OUTLINE/

GRAVE-STOP FASCIA

ROOF AREA NOT-IN-

CONTRACT (N.I.C.)

EXHAUST FAN (EF)

SKYLIGHT (S)S

ROOF ACCESS -

LADDER

STRUCTURAL

RIDGE/HIP

VALLEY

LEGEND

HOT VENT STACK

(HVS)OVERFLOW SCUPPEROS

SOIL VENT PIPE

(SVP)

FALL PROTECTION

DEVICE (FPD)

DOWNSPOUT (DS)

OVERFLOW ROOF

DRAIN (ORD)

SATELLITESA

EXPANSION JOINT

ABANDONED CURB

7 REMOVE AND DISCARD EXISTING SCUPPER LINER.

REFER TO SPECIFICATION 011100 SUMMARY OF

WORK AND 024100 DEMOLITION

AutoCAD SHX Text 6/8/2021

ROOF 3B ROOF 2A

ROOF 1A

ROOF 5B

ROOF 5C

ROOF 5C.1

ROOF 4D

(N.I.C)

PRD

SVP

FPD

PRD

6'-0"

PRD

PRD SVP

PRD

PP PPEF

EF EF

SVP

SVP SVP SVP

PRD

ORD

PRD

ORD

GUDS DS

SVP

ORD

PRD

ORD

PRD SVP

SVP

ORD

PRD

RTU

PRD

SVP

PP PP

BUILDING 1 KEY PLAN

A B

C D

C H

E D

C H

E C

MATCH LINE B

MATCH LINE D

34'-3"±

18'±

45'±

23'-5"±40'-4"±4'-4"±

16'-1"± 50'-5"±

5'-8"±

20'-3"±

15'-4"±

1 1

TYP.

20'±

42'-9"±

23'-3"±

24'-8"±

9'-11"± 12'-6"±

23'±

TYP.

(TO EDGE OF ROOF BEYOND)

70'-6"±

TYP.

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

B C

D E

21 4 5 6 7

SHEET NOTES:

KEY NOTES:

321 4 5 6 7

A B

C D

Dwg. of

LocationLocation

Office of Construction and Facilities Management

PROJECT MANAGER: ACG Project NumberCONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 NC License #: C-1848

U.S. Department of Veterans Affairs

REPLACE ROOFS PHASE 3

BLDG 1

603-23-101

ROBLEY REX VA MEDICAL CENTER

LOUISVILLE KY 40206

18-392

100% CONSTRUCTION DOCUMENTS

Engineer of Record:

Raymond Engineering-Georgia 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592 Raymond Ramos, PE, RRC

.2022.10.17 .

T-695

A-105

BUILDING 1 ENLARGED

ROOF PLAN DEMO - D

SCALE: 1/8" = 1'-0"1 BUILDING 1 ENLARGED ROOF PLAN DEMO - D

REMOVE AND DISCARD EXISTING METAL FLASHINGS,

INSULATION, BALLAST, AND ROOFING MEMBRANE

ACCORDING TO SPECIFICATIONS. REPAIR EXISTING

DECK AS REQUIRED. REFER TO SPECIFICATION

011100 SUMMARY OF WORK AND 024100 DEMOLITION

REMOVE AND STORE EXISTING LIGHTNING

PROTECTION SYSTEM. REFER TO SPECIFICATION

011100 SUMMARY OF WORK AND 264100 FACILITY

LIGHTING PROTECTION. REINSTALL PER

COMPLETION OF NEW WORK FOR EACH ROOF AREA

3 REMOVE AND DISCARD EXISTING LADDER. REFER TO

SPECIFICATION 011100 SUMMARY OF WORK AND

024100 DEMOLITION

4 REMOVE AND DISCARD EXISTING STONE COPING

JOINT SEALANT. REFER TO SPECIFICATION 011100

SUMMARY OF WORK AND 024100 DEMOLITION

5 REMOVE AND DISCARD EXISTING EXPANSION JOINT.

REFER TO SPECIFICATION 011100 SUMMARY OF

WORK AND 024100 DEMOLITION

6 REMOVE AND DISCARD ABANDONED CURBS. REFER

TO SPECIFICATION 011100 SUMMARY OF WORK AND

024100 DEMOLITION

ROOFTOP UNIT

ROOF

OUTLINE/PARAPET

GUTTER (GU)

VENT THRU ROOF

(VTR)

PRIMARY ROOF

DRAIN (PRD)

PITCH POCKET (PP)

ROOF OUTLINE/

GRAVE-STOP FASCIA

ROOF AREA NOT-IN-

CONTRACT (N.I.C.)

EXHAUST FAN (EF)

SKYLIGHT (S)S

ROOF ACCESS -

LADDER

STRUCTURAL

RIDGE/HIP

VALLEY

LEGEND

HOT VENT STACK

(HVS)OVERFLOW SCUPPEROS

SOIL VENT PIPE

(SVP)

FALL PROTECTION

DEVICE (FPD)

DOWNSPOUT (DS)

OVERFLOW ROOF

DRAIN (ORD)

SATELLITESA

EXPANSION JOINT

ABANDONED CURB

7 REMOVE AND DISCARD EXISTING SCUPPER LINER.

REFER TO SPECIFICATION 011100 SUMMARY OF

WORK AND 024100 DEMOLITION

AutoCAD SHX Text 6/8/2021

ROOF 8B

ROOF 1F

ROOF 1E

ROOF 10A (N.I.C)

ROOF 11A (N.I.C)

ROOF 2C

ROOF 2B

ROOF 3C

ROOF 1B

ROOF 2D.1

ROOF 1C

ROOF 9A

ROOF 7C

ROOF 1G

ROOF 2D.2

ROOF 9C

(N.I.C)

ROOF 1G.1

ROOF 1G.3

PRD PRD SVP

GU GU

PRD PP

PP PP

PRD

SVP

PP EF EF

PRD PRD

PRD

SVP

RTU

PRD

EF EF

PRD

SVP

FPD SVP

PRD

RTU

EF EF

SVP SVP

PRD

FPD

PP PP

FPD

SVP

RTU

FPD

SVP

PRD

SVP

PP PP PP PP

EF EF EF

RTU

PRD

FPD

SVP

RTU

PRD

EF EF

RTU

PRD

PRD PRD

PRD

FPD

SVP

PP PP PP PP

SVP

PRD

PRD PRD

FPD

SVP

FPD FPD

FPDFPD

SVP

FPD

PRD

FPD

SVP

FPD

HVS

FPD

PRD

SVP

RTU

RTU RTU

BUILDING 1 KEY PLAN

A B

C D

MATCH LINE A

MATCH LINE C

C H

E B

C H

E A37'±1'-9"±

57'-8"±

19'-8"± 6'-5"± 14'-2"±

3'-8"±

15'± 42'-9"±

20'±

38'-8"±

19'-4"±

38'±

11'-6"±

33'-4"±

11'-7"±

23'-8"±

16'-3"±

14'-1"±

21'-8"±

46'-7"±

31'-3"±

39'-4"±

40'-5"±

34'-11"±

25'-1"± 30'-3"± 56'-3"±

ROOF 9B

TYP.

RTU RTU

TYP.

A-501

TYP.

A-501

TYP.

A-502

TYP.

A-503

TYP.

A-502

TYP.

A-502

TYP.

A-503

TYP.

A-502

TYP.

A-501

TYP.

LOW

A-501TYP.

A-501

TYP.

A-501TYP.

HIGH

A-501TYP.

(TO EDGE OF ROOF BEYOND)

17'-5"±

25'-1"± 42'-4"±

41'-7"± 30'-1"±6'±

36'-7"± 36'-5"±

45'-2"±

56'-9"±

26'-1"±

44'-11"±41'-4"±

27'-9"±

(TO EDGE

OF ROOF

BEYOND)

4 TYP.

TYP.

A-503

TYP.

ROOF 4A.2

RTU

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

B C

D E

21 4 5 6 7

SHEET NOTES:

KEY NOTES:

321 4 5 6 7

A B

C D

Dwg. of

LocationLocation

Office of Construction and Facilities Management

PROJECT MANAGER: ACG Project NumberCONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 NC License #: C-1848

U.S. Department of Veterans Affairs

REPLACE ROOFS PHASE 3

BLDG 1

603-23-101

ROBLEY REX VA MEDICAL CENTER

LOUISVILLE KY 40206

18-392

100% CONSTRUCTION DOCUMENTS

Engineer of Record:

Raymond Engineering-Georgia 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592 Raymond Ramos, PE, RRC

.2022.10.17 .

T-695

A-106

BUILDING 1 ENLARGED

ROOF PLAN NEW - A

SCALE: 1/8" = 1'-0"1 BUILDING 1 ENLARGED ROOF PLAN NEW - A

1 FURNISH AND INSTALL NEW INSULATION, COVER

BOARD, ROOFING MEMBRANE, AND METAL

FLASHINGS ACCORDING TO SPECIFICATIONS.

REFER TO SPECIFICATION 011100 SUMMARY OF

WORK, 061000 ROUGH CARPENTRY, 072200 ROOF

BOARD INSULATION, 075216.11 COLD ADHESIVE

STYRENE-BUTADIENE-STYRENE MODIFIED

BITUMINOUS MEMBRANE ROOFING, 076000 FLASHING

AND SHEET METAL, 077100 ROOF SPECIALTIES,

077200 ROOF ACCESSORIES, AND 221400 FACILITY

STORM DRAINAGE

2 PROPERLY REINSTALL AND COMMISSION EXISTING

LIGHTNING PROTECTION. REFER TO SPECIFICATION

011100 SUMMARY OF WORK AND 264100 FACILITY

LIGHTING PROTECTION

3 FURNISH AND INSTALL NEW LADDER.

REFER TO SPECIFICATION 011100 SUMMARY OF

WORK AND 055000 METAL FABRICATIONS

4 FURNISH AND INSTALL NEW SEALANT AT STONE

COPING JOINT.

REFER TO SPECIFICATION 011100 SUMMARY OF

WORK AND 079200 JOINT SEALANTS

5 FURNISH AND INSTALL NEW EXPANSION JOINT

BELLOW SYSTEM.

REFER TO SPECIFICATION 011100 SUMMARY OF

WORK AND 077100 ROOF SPECIALITIES

ROOFTOP UNIT

ROOF

OUTLINE/PARAPET

GUTTER (GU)

VENT THRU ROOF

(VTR)

PRIMARY ROOF

DRAIN (PRD)

PITCH POCKET (PP)

ROOF OUTLINE/

GRAVE-STOP FASCIA

ROOF AREA NOT-IN-

CONTRACT (N.I.C.)

EXHAUST FAN (EF)

SKYLIGHT (S)S

ROOF ACCESS -

LADDER

STRUCTURAL

RIDGE/HIP

VALLEY

LEGEND

HOT VENT STACK

(HVS)OVERFLOW SCUPPEROS

SOIL VENT PIPE

(SVP)

FALL PROTECTION

DEVICE (FPD)

DOWNSPOUT (DS)

OVERFLOW ROOF

DRAIN (ORD)

SATELLITESA

EXPANSION JOINT

ABANDONED CURB

6 FURNISH AND INSTALL NEW SCUPPER LINER.

SEE NOTES ON A-101 FOR SIZING REQUIREMENTS

7 FURNISH AND INSTALL NEW ROOF AREA DIVIDER

TAPERED INSULATION

/ CRICKET WALKPADS

8 FURNISH AND INSTALL NEW CROSS-OVER STAIRS.

REFER TO SPECIFICATIONS 055000 METAL

FABRICATIONS.

9 FURNISH AND INSTALL NEW "SHIP" STAIRS. PROVIDE

NEW CURB FOR MOUNTING OF BASE. ATTACH UNIT TO

PARAPET WALL PER SPECIFICATIONS. REFER TO

SPECIFICATIONS 055000 METAL FABRICATIONS.

10 FURNISH AND INSTALL NEW STAIRS. PROVIDE NEW

CURB FOR MOUNTING OF BASE. ATTACH UNIT TO

PARAPET WALL PER SPECIFICATIONS. REFER TO

SPECIFICATIONS 055000 METAL FABRICATIONS.

AutoCAD SHX Text 6/8/2021

ROOF 3A

ROOF 3E

ROOF 2D

ROOF 3D

ROOF 2E

ROOF 4E

ROOF X1

ROOF O

ROOF S

O O

F 1G

PRD

SVP

FPD

PRD

ORD

PRD

ORD

PRD

ORD

PRD

PRDORD

SVP

SA SA SA

PRD

PRD PRD

FPD FPD

PRDPRD

EF EF EF

EF EF

RTU

HVS

FPD

SVP

PRD

PP PP

FPD

SVP

PRD

BUILDING 1 KEY PLAN

A B

C D

C H

E B

C H

E A

MATCH LINE B

MATCH LINE D

26'±

41'-3"±

16'±

12'-7"±

9'-1"±

99'-2"±

9'-9"±

4'±

16'-1"±

37'-4"±

30'-3"± 56'-3"±

8'-3"±

31'-10"±

35'-11"± 40'-1"±

45'-2"±

8'±

13'-6"±

TYP.

A-501

TYP.

A-501TYP.

A-501

TYP.

A-503

TYP.

A-502

TYP.

A-502

TYP.

A-503

TYP.

A-503

TYP.

A-501

LOW

A-501

LOW

HIGH

102'-3"±

17'±

(TO EDGE

OF ROOF

BEYOND)

(TO EDGE OF ROOF BEYOND)

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

B C

D E

21 4 5 6 7

SHEET NOTES:

KEY NOTES:

321 4 5 6 7

A B

C D

Dwg. of

LocationLocation

Office of Construction and Facilities Management

PROJECT MANAGER: ACG Project NumberCONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 NC License #: C-1848

U.S. Department of Veterans Affairs

REPLACE ROOFS PHASE 3

BLDG 1

603-23-101

ROBLEY REX VA MEDICAL CENTER

LOUISVILLE KY 40206

18-392

100% CONSTRUCTION DOCUMENTS

Engineer of Record:

Raymond Engineering-Georgia 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592 Raymond Ramos, PE, RRC

.2022.10.17 .

T-695

A-107

BUILDING 1 ENLARGED

ROOF PLAN NEW - B

SCALE: 1/8" = 1'-0"1 BUILDING 1 ENLARGED ROOF PLAN NEW - B

1 FURNISH AND INSTALL NEW INSULATION, COVER

BOARD, ROOFING MEMBRANE, AND METAL

FLASHINGS ACCORDING TO SPECIFICATIONS.

REFER TO SPECIFICATION 011100 SUMMARY OF

WORK, 061000 ROUGH CARPENTRY, 072200 ROOF

BOARD INSULATION, 075216.11 COLD ADHESIVE

STYRENE-BUTADIENE-STYRENE MODIFIED

BITUMINOUS MEMBRANE ROOFING, 076000 FLASHING

AND SHEET METAL, 077100 ROOF SPECIALTIES,

077200 ROOF ACCESSORIES, AND 221400 FACILITY

STORM DRAINAGE

2 PROPERLY REINSTALL AND COMMISSION EXISTING

LIGHTNING PROTECTION. REFER TO SPECIFICATION

011100 SUMMARY OF WORK AND 264100 FACILITY

LIGHTING PROTECTION

3 FURNISH AND INSTALL NEW LADDER.

REFER TO SPECIFICATION 011100 SUMMARY OF

WORK AND 055000 METAL FABRICATIONS

4 FURNISH AND INSTALL NEW SEALANT AT STONE

COPING JOINT.

REFER TO SPECIFICATION 011100 SUMMARY OF

WORK AND 079200 JOINT SEALANTS

5 FURNISH AND INSTALL NEW EXPANSION JOINT

BELLOW SYSTEM.

REFER TO SPECIFICATION 011100 SUMMARY OF

WORK AND 077100 ROOF SPECIALITIES

ROOFTOP UNIT

ROOF

OUTLINE/PARAPET

GUTTER (GU)

VENT THRU ROOF

(VTR)

PRIMARY ROOF

DRAIN (PRD)

PITCH POCKET (PP)

ROOF OUTLINE/

GRAVE-STOP FASCIA

ROOF AREA NOT-IN-

CONTRACT (N.I.C.)

EXHAUST FAN (EF)

SKYLIGHT (S)S

ROOF ACCESS -

LADDER

STRUCTURAL

RIDGE/HIP

VALLEY

LEGEND

HOT VENT STACK

(HVS)OVERFLOW SCUPPEROS

SOIL VENT PIPE

(SVP)

FALL PROTECTION

DEVICE (FPD)

DOWNSPOUT (DS)

OVERFLOW ROOF

DRAIN (ORD)

SATELLITESA

EXPANSION JOINT

ABANDONED CURB

6 FURNISH AND INSTALL NEW SCUPPER LINER.

SEE NOTES ON A-101 FOR SIZING REQUIREMENTS

TAPERED INSULATION

/ CRICKET WALKPADS

7 FURNISH AND INSTALL NEW CROSS-OVER STAIRS.

REFER TO SPECIFICATIONS 055000 METAL

FABRICATIONS.

8 FURNISH AND INSTALL NEW ROOF STAIRS ON ROOF

8D WITH LANDING AND STAIR TO ROOF 9C. PROVIDE

AND INSTALL CURB ON 8D ROOF TO ATTACH BASE TO.

ANCHOR BOTH SIDES OF STAIRS TO PARAPET WALL

PER SPECIFICATIONS. REFER TO SPECIFICATIONS

055000 METAL FABRICATIONS.

AutoCAD SHX Text 6/8/2021

ROOF 8A

ROOF 7A

ROOF BG

(N.I.C)

ROOF 2F(KITCHEN)

ROOF 4B

ROOF 4A.1

ROOF 4A.2

ROOF 4A

ROOF 5A

ROOF BD.1

ROOF BD.2

ROOF 4C

ROOF BA

(EMS DOCK)

ROOF BF

ROOF BC ROOF BB

(N.I.C)

PRD

PP PRD PRD

EF EF

PP PP PP PP PP PP PP

H H H

PRD PRD

SVP

EF EF EF

PRD

PRD PRD

SVP

SVP SVP

SVP

HVS

PRD PRD

SVP

DSGU GU

EF EF

OSOS

SVP

HVS

EF PRD

PRD

SVP

HVS

SVP

HVS

EF EF

RTU PRD

PRD SVP

SVP

PRD

PRD SVP

FPD

RTU

EF EF

FPD FPD

SVP SVP

SVP

PRD

FPD

SVP

PRD

SVP

HVS

PP FPD

FPD

RTU

PRD

PRD PRD

EF SVP

SVP

FPD

HVS HVS

PP PP

EF EF EF EF

OSOS

OS OS

BUILDING 1 KEY PLAN

A B

C D

MATCH LINE A

MATCH LINE C

C H

E D

C H

E C

59'-2"±

11'-7"±

37'-4"±

23'-8"±

35'-6"±

37'-8"±

40'-1"±

11'-2"±

40'-4"±

46'-2"±

37'-9"±

36'-2"±

5'-5"±

4'-7"±

34'-10"±

20'-3"±

29'-7"±

13'±

7'-3"±

2'-7"± 10'-5"±

5'-2"±

5'-7"±

11'-6"±

10'-9"±

15'-4"±

25'-2"±

ROOF 9A

1 1

TYP.

A-501

TYP.

A-501TYP.

A-503TYP.

A-502

TYP.

LOWA-501

TYP.

A-502

TYP.

A-502

TYP.

A-503

TYP.

A-502

TYP.

A-502

TYP.

A-502

TYP.

A-502

TYP.

44'-9"±

96'-2"±

30'-8"±

19'-10"±

27'-7"±

7'-3"±

59'-3"±

53'-9"±

TYP.

A-503

TYP.

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

B C

D E

21 4 5 6 7

SHEET NOTES:

KEY NOTES:

321 4 5 6 7

A B

C D

Dwg. of

LocationLocation

Office of Construction and Facilities Management

PROJECT MANAGER: ACG Project NumberCONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 NC License #: C-1848

U.S. Department of Veterans Affairs

REPLACE ROOFS PHASE 3

BLDG 1

603-23-101

ROBLEY REX VA MEDICAL CENTER

LOUISVILLE KY 40206

18-392

100% CONSTRUCTION DOCUMENTS

Engineer of Record:

Raymond Engineering-Georgia 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592 Raymond Ramos, PE, RRC

.2022.10.17 .

T-695

A-108

BUILDING 1 ENLARGED

ROOF PLAN NEW - C

SCALE: 1/8" = 1'-0"1 BUILDING 1 ENLARGED ROOF PLAN NEW - C

1 FURNISH AND INSTALL NEW INSULATION, COVER

BOARD, ROOFING MEMBRANE, AND METAL

FLASHINGS ACCORDING TO SPECIFICATIONS.

REFER TO SPECIFICATION 011100 SUMMARY OF

WORK, 061000 ROUGH CARPENTRY, 072200 ROOF

BOARD INSULATION, 075216.11 COLD ADHESIVE

STYRENE-BUTADIENE-STYRENE MODIFIED

BITUMINOUS MEMBRANE ROOFING, 076000 FLASHING

AND SHEET METAL, 077100 ROOF SPECIALTIES,

077200 ROOF ACCESSORIES, AND 221400 FACILITY

STORM DRAINAGE

2 PROPERLY REINSTALL AND COMMISSION EXISTING

LIGHTNING PROTECTION. REFER TO SPECIFICATION

011100 SUMMARY OF WORK AND 264100 FACILITY

LIGHTING PROTECTION

3 FURNISH AND INSTALL NEW LADDER.

REFER TO SPECIFICATION 011100 SUMMARY OF

WORK AND 055000 METAL FABRICATIONS

4 FURNISH AND INSTALL NEW SEALANT AT STONE

COPING JOINT.

REFER TO SPECIFICATION 011100 SUMMARY OF

WORK AND 079200 JOINT SEALANTS

5 FURNISH AND INSTALL NEW EXPANSION JOINT

BELLOW SYSTEM.

REFER TO SPECIFICATION 011100 SUMMARY OF

WORK AND 077100 ROOF SPECIALITIES

ROOFTOP UNIT

ROOF

OUTLINE/PARAPET

GUTTER (GU)

VENT THRU ROOF

(VTR)

PRIMARY ROOF

DRAIN (PRD)

PITCH POCKET (PP)

ROOF OUTLINE/

GRAVE-STOP FASCIA

ROOF AREA NOT-IN-

CONTRACT (N.I.C.)

EXHAUST FAN (EF)

SKYLIGHT (S)S

ROOF ACCESS -

LADDER

STRUCTURAL

RIDGE/HIP

VALLEY

LEGEND

HOT VENT STACK

(HVS)OVERFLOW SCUPPEROS

SOIL VENT PIPE

(SVP)

FALL PROTECTION

DEVICE (FPD)

DOWNSPOUT (DS)

OVERFLOW ROOF

DRAIN (ORD)

SATELLITESA

EXPANSION JOINT

ABANDONED CURB

6 FURNISH AND INSTALL NEW SCUPPER LINER.

SEE NOTES ON A-101 FOR SIZING REQUIREMENTS

TAPERED INSULATION

/ CRICKET WALKPADS

7 FURNISH AND INSTALL NEW ROOF AREA DIVIDER

8 FURNISH AND INSTALL NEW CROSS-OVER STAIRS.

REFER TO SPECIFICATIONS 055000 METAL

FABRICATIONS.

9 FURNISH AND INSTALL NEW "SHIP" STAIRS. PROVIDE

NEW CURB FOR MOUNTING OF BASE. ATTACH UNIT TO

PARAPET WALL PER SPECIFICATIONS. REFER TO

SPECIFICATIONS 055000 METAL FABRICATIONS.

10 PROVIDE AND INSTALL NEW HANDRAIL/FALL

PROTECTION FOR 4A.1. MATCH EXISTING

HANDRAIL/FALL PROTECTION.

11 FURNISH AND INSTALL NEW STAIRS FROM MECH RM

DOOR DOWN TO ROOF 4B. PROVIDE NEW CURB FOR

MOUNTING OF BASE. ATTACH UNIT TO PARAPET WALL

PER SPECIFICATIONS. REFER TO SPECIFICATIONS

055000 METAL FABRICATIONS.

12 FURNISH AND INSTALL NEW STAIRS FROM ROOF 4B

UP TO ROOF 4A.1. PROVIDE NEW CURB FOR

MOUNTING OF BASE. ATTACH UNIT TO PARAPET WALL

PER SPECIFICATIONS. REFER TO SPECIFICATIONS

055000 METAL FABRICATIONS.

AutoCAD SHX Text 6/8/2021

ROOF 5B

ROOF 5C

ROOF 5C.1

ROOF 4D

(N.I.C)

PRD

SVP

FPD

PRD

6'-0"

PRD

PRD SVP

PRD

PP PPEF

EF EF

SVP

SVP SVP SVP

PRD

ORD

PRD

ORD

GUDS DS

SVP

ORD

PRD

ORD

PRD SVP

SVP

ORD

PRD

RTU

PRD

SVP

PP PP

BUILDING 1 KEY PLAN

A B

C D

C H

E D

C H

E C

MATCH LINE B

MATCH LINE D

34'-3"±

18'±

45'±

23'-5"±40'-4"±4'-4"±

16'-1"± 50'-5"±

5'-8"±

20'-3"±

15'-4"±

TYP.

18'±

42'-9"±

23'-3"±

24'-8"±

9'-11"± 12'-6"±

23'±

TYP.

A-502

TYP.

A-503

TYP.

A-501

TYP.

A-502

TYP.

A-503

TYP.

A-503

TYP.

A-501

TYP.

HIGH

A-501

TYP.

LOW

A-501TYP.

LOW

(TO EDGE OF ROOF BEYOND)

70'-6"±

TYP.

LADDER N.I.C.

TYP. A-503

TYP.

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

B C

D E

21 4 5 6 7

SHEET NOTES:

KEY NOTES:

321 4 5 6 7

A B

C D

Dwg. of

LocationLocation

Office of Construction and Facilities Management

PROJECT MANAGER: ACG Project NumberCONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 NC License #: C-1848

U.S. Department of Veterans Affairs

REPLACE ROOFS PHASE 3

BLDG 1

603-23-101

ROBLEY REX VA MEDICAL CENTER

LOUISVILLE KY 40206

18-392

100% CONSTRUCTION DOCUMENTS

Engineer of Record:

Raymond Engineering-Georgia 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592 Raymond Ramos, PE, RRC

.2022.10.17 .

T-695

A-109

BUILDING 1 ENLARGED

ROOF PLAN NEW - D

SCALE: 1/8" = 1'-0"1 BUILDING 1 ENLARGED ROOF PLAN NEW - D

1 FURNISH AND INSTALL NEW INSULATION, COVER

BOARD, ROOFING MEMBRANE, AND METAL

FLASHINGS ACCORDING TO SPECIFICATIONS.

REFER TO SPECIFICATION 011100 SUMMARY OF

WORK, 061000 ROUGH CARPENTRY, 072200 ROOF

BOARD INSULATION, 075216.11 COLD ADHESIVE

STYRENE-BUTADIENE-STYRENE MODIFIED

BITUMINOUS MEMBRANE ROOFING, 076000 FLASHING

AND SHEET METAL, 077100 ROOF SPECIALTIES,

077200 ROOF ACCESSORIES, AND 221400 FACILITY

STORM DRAINAGE

2 PROPERLY REINSTALL AND COMMISSION EXISTING

LIGHTNING PROTECTION. REFER TO SPECIFICATION

011100 SUMMARY OF WORK AND 264100 FACILITY

LIGHTING PROTECTION

3 FURNISH AND INSTALL NEW LADDER.

REFER TO SPECIFICATION 011100 SUMMARY OF

WORK AND 055000 METAL FABRICATIONS

4 FURNISH AND INSTALL NEW SEALANT AT STONE

COPING JOINT.

REFER TO SPECIFICATION 011100 SUMMARY OF

WORK AND 079200 JOINT SEALANTS

5 FURNISH AND INSTALL NEW EXPANSION JOINT

BELLOW SYSTEM.

REFER TO SPECIFICATION 011100 SUMMARY OF

WORK AND 077100 ROOF SPECIALITIES

ROOFTOP UNIT

ROOF

OUTLINE/PARAPET

GUTTER (GU)

VENT THRU ROOF

(VTR)

PRIMARY ROOF

DRAIN (PRD)

PITCH POCKET (PP)

ROOF OUTLINE/

GRAVE-STOP FASCIA

ROOF AREA NOT-IN-

CONTRACT (N.I.C.)

EXHAUST FAN (EF)

SKYLIGHT (S)S

ROOF ACCESS -

LADDER

STRUCTURAL

RIDGE/HIP

VALLEY

LEGEND

HOT VENT STACK

(HVS)OVERFLOW SCUPPEROS

SOIL VENT PIPE

(SVP)

FALL PROTECTION

DEVICE (FPD)

DOWNSPOUT (DS)

OVERFLOW ROOF

DRAIN (ORD)

SATELLITESA

EXPANSION JOINT

ABANDONED CURB

6 FURNISH AND INSTALL NEW SCUPPER LINER.

SEE NOTES ON A-101 FOR SIZING REQUIREMENTS

TAPERED INSULATION

/ CRICKET WALKPADS

7 FURNISH AND INSTALL NEW ROOF STAIRS ON ROOF

4D WITH LANDING AND "SHIP" STAIR TO ROOF 4A.

ROOF 4A SHALL BE NON ATTACHED BASE PER DETAIL.

PROVIDE AND INSTALL CURB ON 4D ROOF TO ATTACH

BASE TO. ANCHOR BOTH SIDES OF STAIRS TO

PARAPET WALL PER SPECIFICATIONS. REFER TO

SPECIFICATIONS 055000 METAL FABRICATIONS.

AutoCAD SHX Text 6/8/2021

ROOF 8B

ROOF 1F

ROOF 1E

ROOF 10A (N.I.C)

ROOF 11A (N.I.C)

ROOF 2C

ROOF 2B

ROOF 3C

ROOF 1B

ROOF 2D.1

ROOF 1C

ROOF 9A

ROOF 7C

ROOF 1G

ROOF 2D.2

ROOF 9C

(N.I.C)

ROOF 1G.1

ROOF 1G.3

BUILDING 1 KEY PLAN

A B

C D

MATCH LINE A

MATCH LINE C

C H

E B

C H

E A37'±1'-9"±

57'-8"±

19'-8"± 6'-5"± 14'-2"±

3'-8"±

15'± 42'-9"±

20'±

38'-8"±

19'-4"±

38'±

11'-6"±

33'-4"±

11'-7"±

23'-8"±

16'-3"±

14'-1"±

21'-8"±

46'-7"±

31'-3"±

39'-4"±

40'-5"±

34'-11"±

25'-1"± 30'-3"± 56'-3"±

ROOF 9B

(TO EDGE OF ROOF BEYOND)

17'-5"±

25'-1"± 42'-4"±

41'-7"± 30'-1"±6'±

36'-7"± 36'-5"±

45'-2"±

56'-9"±

26'-1"±

44'-11"±41'-4"±

27'-9"±

(TO EDGE

OF ROOF

BEYOND)

ROOF 4A.2

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

B C

D E

21 4 5 6 7

SHEET NOTES:

KEY NOTES:

321 4 5 6 7

A B

C D

Dwg. of

LocationLocation

Office of Construction and Facilities Management

PROJECT MANAGER: ACG Project NumberCONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 NC License #: C-1848

U.S. Department of Veterans Affairs

REPLACE ROOFS PHASE 3

BLDG 1

603-23-101

ROBLEY REX VA MEDICAL CENTER

LOUISVILLE KY 40206

18-392

100% CONSTRUCTION DOCUMENTS

Engineer of Record:

Raymond Engineering-Georgia 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592 Raymond Ramos, PE, RRC

.2022.10.17 .

T-695

A-110

BUILDING 1 WIND ZONE

ENLARGED ROOF PLAN - A

SCALE: 1/8" = 1'-0"1 BUILDING 1 WIND ZONE ENLARGED ROOF PLAN NEW - A

LEGEND

ROOF AREA 1B, 1C, 1G, 1G.1, 1G.3

WIND ZONE NO. 1: 18.83 PSF

WIND ZONE NO. 2: 31.60 PSF

WIND ZONE NO. 3: 47.56 PSF

WIND ZONE NO. 1 WIND ZONE NO. 3

WIND ZONE NO. 2

ROOF AREA NOT-IN-

CONTRACT (N.I.C.)

ROOF AREA 1E, 1F

WIND ZONE NO. 1: 19.25 PSF

WIND ZONE NO. 2: 32.31 PSF

WIND ZONE NO. 3: 48.63 PSF

ROOF AREA 2B, 2C, 2D.1, 2D.2

WIND ZONE NO. 1: 20.93 PSF

WIND ZONE NO. 2: 35.13 PSF

WIND ZONE NO. 3: 52.87 PSF

ROOF AREA 3C

WIND ZONE NO. 1: 22.55 PSF

WIND ZONE NO. 2: 37.84 PSF

WIND ZONE NO. 3: 56.95 PSF

ROOF AREA 7B

WIND ZONE NO. 1: 36.33 PSF

WIND ZONE NO. 2: 57.02 PSF

WIND ZONE NO. 3: 77.72 PSF

ROOF AREA 7C

WIND ZONE NO. 1: 36.24 PSF

WIND ZONE NO. 2: 56.89 PSF

WIND ZONE NO. 3: 77.53 PSF

ROOF AREA 8B

WIND ZONE NO. 1: 37.19 PSF

WIND ZONE NO. 2: 58.37 PSF

WIND ZONE NO. 3: 79.56 PSF

ROOF AREA 8C

WIND ZONE NO. 1: 37.38 PSF

WIND ZONE NO. 2: 58.67 PSF

WIND ZONE NO. 3: 79.96 PSF

ROOF AREA 9A

WIND ZONE NO. 1: 38.50 PSF

WIND ZONE NO. 2: 60.44 PSF

WIND ZONE NO. 3: 82.37 PSF

ROOF AREA 9B

WIND ZONE NO. 1: 39.47 PSF

WIND ZONE NO. 2: 61.95 PSF

WIND ZONE NO. 3: 84.44 PSF

ROOF AREA 9B

WIND ZONE NO. 1: 39.47 PSF

WIND ZONE NO. 2: 61.95 PSF

WIND ZONE NO. 3: 84.44 PSF

AutoCAD SHX Text 6/8/2021

ROOF 3A

ROOF 3E

ROOF 2D

ROOF 3D

ROOF 2E

ROOF 4E

ROOF X1

ROOF O

ROOF S

O O

F 1G

BUILDING 1 KEY PLAN

A B

C D

C H

E B

C H

E A

MATCH LINE B

MATCH LINE D

26'±

41'-3"±

16'±

12'-7"±

9'-1"±

99'-2"±

9'-9"±

4'±

16'-1"±

37'-4"±

30'-3"± 56'-3"±

8'-3"± 31'-10"±

35'-11"± 40'-1"±

45'-2"±

8'±

13'-6"±

102'-3"±

17'±

(TO EDGE

OF ROOF

BEYOND)

(TO EDGE OF ROOF BEYOND)

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

B C

D E

21 4 5 6 7

SHEET NOTES:

KEY NOTES:

321 4 5 6 7

A B

C D

Dwg. of

LocationLocation

Office of Construction and Facilities Management

PROJECT MANAGER: ACG Project NumberCONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 NC License #: C-1848

U.S. Department of Veterans Affairs

REPLACE ROOFS PHASE 3

BLDG 1

603-23-101

ROBLEY REX VA MEDICAL CENTER

LOUISVILLE KY 40206

18-392

100% CONSTRUCTION DOCUMENTS

Engineer of Record:

Raymond Engineering-Georgia 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592 Raymond Ramos, PE, RRC

.2022.10.17 .

T-695

A-111

BUILDING 1 WIND ZONE

ENLARGED ROOF PLAN - B

SCALE: 1/8" = 1'-0"1 BUILDING 1 WIND ZONE ENLARGED ROOF PLAN NEW - B

LEGEND

WIND ZONE NO. 1 WIND ZONE NO. 3

WIND ZONE NO. 2

ROOF AREA NOT-IN-

CONTRACT (N.I.C.)

ROOF AREA 1G.2, 2E

WIND ZONE NO. 1: 21.14 PSF

WIND ZONE NO. 2: 35.48 PSF

WIND ZONE NO. 3: 53.40 PSF

ROOF AREA 2D

WIND ZONE NO. 1: 20.93 PSF

WIND ZONE NO. 2: 35.13 PSF

WIND ZONE NO. 3: 52.87 PSF

ROOF AREA 3A, 3E

WIND ZONE NO. 1: 22.60 PSF

WIND ZONE NO. 2: 37.93 PSF

WIND ZONE NO. 3: 57.08 PSF

ROOF AREA 3D

WIND ZONE NO. 1: 24.40 PSF

WIND ZONE NO. 2: 40.94 PSF

WIND ZONE NO. 3: 61.61 PSF

ROOF AREA 4E

WIND ZONE NO. 1: 25.21 PSF

WIND ZONE NO. 2: 42.31 PSF

WIND ZONE NO. 3: 63.68 PSF

ROOF AREA 6B

WIND ZONE NO. 1: 36.46 PSF

WIND ZONE NO. 2: 57.23 PSF

WIND ZONE NO. 3: 78.01 PSF

ROOF AREA 8D

WIND ZONE NO. 1: 38.47 PSF

WIND ZONE NO. 2: 60.38 PSF

WIND ZONE NO. 3: 82.30 PSF

ROOF AREA O, X1

WIND ZONE NO. 1: 18.83 PSF

WIND ZONE NO. 2: 31.60 PSF

WIND ZONE NO. 3: 47.56 PSF

ROOF AREA S

WIND ZONE NO. 1: 19.09 PSF

WIND ZONE NO. 2: 32.03 PSF

WIND ZONE NO. 3: 48.21 PSF

ROOF AREA S

WIND ZONE NO. 1: 19.09 PSF

WIND ZONE NO. 2: 32.03 PSF

WIND ZONE NO. 3: 48.21 PSF

AutoCAD SHX Text 6/8/2021

ROOF BG

ROOF 8A

ROOF 7A

ROOF 2F(KITCHEN)

ROOF 4B

ROOF 4A.1

ROOF 4A.2

ROOF 4A

ROOF 5A

ROOF BD.1

ROOF BD.2

ROOF 4C

ROOF BA

(EMS DOCK)

ROOF BF

ROOF BC

ROOF BB

(N.I.C)

H H H

BUILDING 1 KEY PLAN

A B

C D

MATCH LINE A

MATCH LINE C

C H

E D

C H

E C

59'-2"±

11'-7"±

37'-4"±

23'-8"±

35'-6"±

37'-8"±

40'-1"±

11'-2"±

40'-4"±

46'-2"±

37'-9"±

36'-2"±

5'-5"±

4'-7"±

34'-10"±

20'-3"±

29'-7"±

13'±

7'-3"±

2'-7"± 10'-5"±

5'-2"±

5'-7"±

11'-6"±

10'-9"±

15'-4"±

25'-2"±

ROOF 9A

(TO EDGE OF ROOF BEYOND)

44'-9"±

96'-2"±

30'-8"±

19'-10"±

27'-7"±

7'-3"±

59'-3"±

53'-9"±

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

B C

D E

21 4 5 6 7

SHEET NOTES:

KEY NOTES:

321 4 5 6 7

A B

C D

Dwg. of

LocationLocation

Office of Construction and Facilities Management

PROJECT MANAGER: ACG Project NumberCONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 NC License #: C-1848

U.S. Department of Veterans Affairs

REPLACE ROOFS PHASE 3

BLDG 1

603-23-101

ROBLEY REX VA MEDICAL CENTER

LOUISVILLE KY 40206

18-392

100% CONSTRUCTION DOCUMENTS

Engineer of Record:

Raymond Engineering-Georgia 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592 Raymond Ramos, PE, RRC

.2022.10.17 .

T-695

A-112

BUILDING 1 WIND ZONE

ENLARGED ROOF PLAN - C

SCALE: 1/8" = 1'-0"1 BUILDING 1 WIND ZONE ENLARGED ROOF PLAN NEW - C

LEGEND

WIND ZONE NO. 1 WIND ZONE NO. 3

WIND ZONE NO. 2

ROOF AREA NOT-IN-

CONTRACT (N.I.C.)

ROOF AREA 2F

WIND ZONE NO. 1: 22.90 PSF

WIND ZONE NO. 2: 38.43 PSF

WIND ZONE NO. 3: 57.84 PSF

ROOF AREA 4A

WIND ZONE NO. 1: 34.34 PSF

WIND ZONE NO. 2: 53.89 PSF

WIND ZONE NO. 3: 73.45 PSF

ROOF AREA 4A.1, 5A

WIND ZONE NO. 1: 35.48 PSF

WIND ZONE NO. 2: 55.70 PSF

WIND ZONE NO. 3: 75.91 PSF

ROOF AREA 4A.2

WIND ZONE NO. 1: 34.98 PSF

WIND ZONE NO. 2: 54.91 PSF

WIND ZONE NO. 3: 74.83 PSF

ROOF AREA 4B

WIND ZONE NO. 1: 33.88 PSF

WIND ZONE NO. 2: 53.18 PSF

WIND ZONE NO. 3: 72.47 PSF

ROOF AREA 4C

WIND ZONE NO. 1: 25.04 PSF

WIND ZONE NO. 2: 42.01 PSF

WIND ZONE NO. 3: 63.22 PSF

ROOF AREA 7A

WIND ZONE NO. 1: 37.48 PSF

WIND ZONE NO. 2: 58.82 PSF

WIND ZONE NO. 3: 80.17 PSF

ROOF AREA 8A

WIND ZONE NO. 1: 37.19 PSF

WIND ZONE NO. 2: 58.37 PSF

WIND ZONE NO. 3: 79.56 PSF

ROOF AREA BD.1, BD.2

WIND ZONE NO. 1: 19.66 PSF

WIND ZONE NO. 2: 32.99 PSF

WIND ZONE NO. 3: 49.65 PSF

ROOF AREA 9A

WIND ZONE NO. 1: 38.50 PSF

WIND ZONE NO. 2: 60.44 PSF

WIND ZONE NO. 3: 82.37 PSF

ROOF AREA BA, BB, BC

WIND ZONE NO. 1: 18.83 PSF

WIND ZONE NO. 2: 31.60 PSF

WIND ZONE NO. 3: 47.56 PSF

AutoCAD SHX Text 6/8/2021

ROOF 5B

ROOF 5C

ROOF 5C.1

ROOF 4D

(N.I.C)

6'-0"

BUILDING 1 KEY PLAN

A B

C D

C H

E D

C H

E C

MATCH LINE B

MATCH LINE D

34'-3"±

18'±

45'±

23'-5"±40'-4"±4'-4"±

16'-1"± 50'-5"±

5'-8"±

20'-3"±

15'-4"±

20'±

42'-9"±

23'-3"±

24'-8"±

9'-11"± 12'-6"±

23'±

(TO EDGE OF ROOF BEYOND)

70'-6"±

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

B C

D E

21 4 5 6 7

SHEET NOTES:

KEY NOTES:

321 4 5 6 7

A B

C D

Dwg. of

LocationLocation

Office of Construction and Facilities Management

PROJECT MANAGER: ACG Project NumberCONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 NC License #: C-1848

U.S. Department of Veterans Affairs

REPLACE ROOFS PHASE 3

BLDG 1

603-23-101

ROBLEY REX VA MEDICAL CENTER

LOUISVILLE KY 40206

18-392

100% CONSTRUCTION DOCUMENTS

Engineer of Record:

Raymond Engineering-Georgia 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592 Raymond Ramos, PE, RRC

.2022.10.17 .

T-695

A-113

BUILDING 1 WIND ZONE

ENLARGED ROOF PLAN - D

SCALE: 1/8" = 1'-0"1 BUILDING 1WIND ZONE ENLARGED ROOF PLAN NEW - D

LEGEND

WIND ZONE NO. 1 WIND ZONE NO. 3

WIND ZONE NO. 2

ROOF AREA NOT-IN-

CONTRACT (N.I.C.)

ROOF AREA 1A

WIND ZONE NO. 1: 21.64 PSF

WIND ZONE NO. 2: 36.31 PSF

WIND ZONE NO. 3: 54.64 PSF

ROOF AREA 2A

WIND ZONE NO. 1: 22.51 PSF

WIND ZONE NO. 2: 37.77 PSF

WIND ZONE NO. 3: 56.84 PSF

ROOF AREA 3B

WIND ZONE NO. 1: 24.88 PSF

WIND ZONE NO. 2: 41.75 PSF

WIND ZONE NO. 3: 62.83 PSF

ROOF AREA 4D

WIND ZONE NO. 1: 34.34 PSF

WIND ZONE NO. 2: 53.89 PSF

WIND ZONE NO. 3: 73.45 PSF

ROOF AREA 5B, 5C

WIND ZONE NO. 1: 35.48 PSF

WIND ZONE NO. 2: 55.70 PSF

WIND ZONE NO. 3: 75.91 PSF

ROOF AREA 5C.1

WIND ZONE NO. 1: 35.08 PSF

WIND ZONE NO. 2: 55.07 PSF

WIND ZONE NO. 3: 75.05 PSF

AutoCAD SHX Text 6/8/2021

B E

C K

1' ' M

U M

SHEET-METAL PARAPET CAP

SLOPED TO DRAIN TO ROOF

CONTINUOUS WEATHERPROOF

MEMBRANE ON TOP OF WALL

TURNED DOWN BOTH SIDES

CONTINUOUS SHIM

WOOD NAILER ATTACHED

TO SUBSTRATE

FASTENERS APPROX. 8" O.C.

MEMBRANE FLASHING SHEET

ADHERED TO BACKER, MOP- OR

COLD-APPLIED (FOR ROOF SYSTEMS

WITH FACTORY-APPLIED GRANULE

SURFACING, THE MULTIPLE-PLY

MEMBRANE FLASHING CAN BE

INSTALLED BETWEEN THE BASE PLY

AND GRANULE-SURFACED SHEET)

OPTIONAL: EXTENDED FIELD

PLIES ABOVE TOP OF CANT

MULTIPLE-PLY MODIFIED

BITUMEN ROOF MEMBRANE

CANT

COVER-BOARD INSULATION

THERMAL INSULATION

ROOF DECK

8' ' M

U M

S H

H E

CONTINUOUS CLEAT

BACKER

GASKETED FASTENERS

B E

C K

1' ' M

U M

SHEET-METAL GRAVEL STOP

SET IN COMPATIBLE ROOF

CEMENT, PRIME FLANGE

BEFORE STRIPPING OPTIONAL: COMPATIBLE

SEALANT AT JUNCTION OF

MEMBRANE AND EDGE

METAL

FASTENERS AT APPROX. 3''

to 6'' O.C., STAGGERED

MODIFIED BITUMEN

MEMBRANE STRIPPING SHEET

(FOR ROOF SYSTEMS WITH

FACTORY-APPLIED GRANULE

SURFACING, THE GRAVEL-

STOP FLANGE AND

MEMBRANE STRIPPING CAN

BE INSTALLED BETWEEN THE

BASE PLY AND GRANULE-

SURFACED SHEET)

MULTIPLE-PLY MODIFIED

BITUMEN ROOF MEMBRANE

COVER-BOARD INSULATION

THERMAL INSULATION

ROOF DECK

ONE PLY OR SEPARATE

MEMBRANE SHEET EXTENDED

BELOW BLOCKING

CONTINUOUS CLEAT

2 X 6 MIN. WOOD NAILER

ATTACHED TO SUBSTRATE --

OVERALL THICKNESS TO

MATCH INSULATION

SMOOTH CONCRETE

INSTALL APPROPRIATE SEALANT

AND TOOL TO FACILITATE WATER

RUNOFF

OPTIONAL: COMPRESSIBLE

ELASTOMERIC SEALANT OR TAPE

TO SPAN IRREGULARITIES

CONCRETE FASTENERS

SEAL TOP OF FLASHING WITH A

COMPATIBLE VERTICAL-GRADE ROOF

CEMENT AND REINFORCEMENT

SHEET-METAL COUNTERFLASHING

FASTENERS APPROX. 8'' O.C.

OPTIONAL: EXTENDED FIELD PLIES

ABOVE TOP OF CANT (NOT SHOWN FOR

CLARITY)

MEMBRANE FLASHING SHEET

ADHERED TO BACKER (FOR ROOF

SYSTEMS WITH FACTORY-APPLIED

GRANULE SURFACING, THE

MULTIPLE-PLY MEMBRANE FLASHING

CAN BE INSTALLED BETWEEN THE

BASE PLY AND GRANULE-SURFACED

SHEET)

MULTIPLE-PLY MODIFIED BITUMEN

ROOF MEMBRANE

COVER-BOARD INSULATION

CANT

THERMAL INSULATION

ROOF DECK

8' ' M

U M

S H

H E

BACKER

EXISTING SHEET-METAL REGLET

FASTENERS

OPTIONAL: MEMBRANE SHEET CLOSURE

SECURED AND ADHERED TO WALL

REMOVABLE SHEET-METAL

COUNTERFLASHING

OPTIONAL: EXTENDED FLASHING

FASTENERS APPROX. 8'' O.C.

OPTIONAL: EXTENDED FIELD PLIES

ABOVE TOP OF CANT STRIP (NOT

SHOWN FOR CLARITY)

FLEXIBLE VAPOR RETARDER WITH

COMPRESSIBLE INSULATION

MEMBRANE FLASHING SHEET ADHERED TO

BACKER, MOP- OR COLD-APPLIED. COVER

TOP OF BASE FLASHING WITH VAPOR

RETARDER. (FOR ROOF SYSTEMS WITH

FACTORY-APPLIED GRANULE SURFACING,

THE MULTIPLE-PLY MEMBRANE FLASHING

CAN BE INSTALLED BETWEEN THE BASE PLY

AND GRANULE-SURFACED SHEET)

MULTIPLE-PLY MODIFIED BITUMEN

ROOF MEMBRANE

COVER-BOARD INSULATION

THERMAL INSULATION

ROOF DECK

CANT

S H

H E

8' ' M

U M

MASONRY WALL AND FLASHING

BACKER

2 X 6 MIN. WOOD NAILER ATTACHED TO

SUBSTRATE -- OVERALL THICKNESS TO

MATCH INSULATION

EXISTING SHEET-METAL REGLET

FASTENERS

REMOVABLE SHEET-METAL

COUNTERFLASHING

SEAL TOP OF FLASHING WITH A

COMPATIBLE VERTICAL-GRADE

ROOF CEMENT AND

REINFORCEMENT

FASTENERS APPROX. 8'' O.C.

NONCOMBUSTIBLE SURFACE.

PRIME SURFACE AS REQUIRED

OPTIONAL: EXTENDED FIELD

PLIES ABOVE TOP OF CANT

CANT

MEMBRANE FLASHING SHEET

ADHERED TO BACKER (FOR

ROOF SYSTEMS WITH

FACTORY-APPLIED GRANULE

SURFACING, THE MULTIPLE-PLY

MEMBRANE FLASHING CAN BE

INSTALLED BETWEEN THE BASE

PLY AND GRANULE-SURFACED

SHEET)

MULTIPLE-PLY MODIFIED

BITUMEN ROOF MEMBRANE

COVER-BOARD INSULATION

THERMAL INSULATION

ROOF DECK

S H

H E

8' ' M

U M

MASONRY WALL AND FLASHING

BACKER

' M

A S

G H

H T

FLEXIBLE

WEATHERPROOF

MEMBRANE CLOSURE

TOP OF CURB TO

DRAIN TO SIDE

FASTENERS APPROX. 8'' O.C.

GASKETED FASTENERS

OPTIONAL:

EXTENDED FIELD

PLIES ABOVE TOP

OF CANT

MEMBRANE FLASHING SHEET

ADHERED TO BACKER, MOP-

OR COLD-APPLIED. (FOR

ROOF SYSTEMS WITH

FACTORY-APPLIED GRANULE

SURFACING, THE MULTI-PLY

MEMBRANE FLASHING CAN

BE INSTALLED BETWEEN THE

BASE PLY AND

GRANULE-SURFACED SHEET)

MULTIPLE-PLY MODIFIED

BITUMEN ROOF MEMBRANE

COVER-BOARD

INSULATION

THERMAL INSULATION

ROOF DECK

2 X 6 MIN. WOOD NAILER

ATTACHED TO SUBSTRATE --

OVERALL THICKNESS TO MATCH

INSULATION

CANT

COMPRESSIBLE

INSULATION

OPTIONAL: EXTENDED

BASE FLASHING

RETARDER TO SERVE

AS INSULATION

RETAINER (ATTACHED

TO TOP OF CURB)

FLEXIBLE VAPOR

PREMANUFACTURED

EXPANSION JOINT COVER

BACKER

8' ' M

U M

G H

H T

O N

L O

W S

SHEET-METAL EXPANSION

JOINT COVER

TOP OF CURB TO

DRAIN TO ONE SIDE

OPTIONAL: EXTENDED

FLASHING

FLEXIBLE VAPOR RETARDER TO

SERVE AS INSULATION RETAINER

(ATTACHED TO TOP OF CURB)

COMPRESSIBLE

INSULATION

CANT

2 X 6 MIN. WOOD

NAILER ATTACHED TO SUBSTRATE

-- OVERALL THICKNESS TO MATCH

INSULATION

ROOF DECK

THERMAL INSULATION

COVER-BOARD INSULATION

MULTIPLE-PLY MODIFIED

BITUMEN ROOF MEMBRANE

MEMBRANE FLASHING SHEET

ADHERED TO BACKER, MOP- OR

COLD-APPLIED (FOR ROOF

SYSTEMS WITH FACTORY-APPLIED

GRANULE SURFACING, THE

MULTIPLE-PLY MEMBRANE

FLASHING CAN BE INSTALLED

BETWEEN THE BASE PLY AND

GRANULE-SURFACED SHEET)

OPTIONAL: EXTENDED FIELD PLIES

ABOVE TOP OF CANT

GASKETED FASTENERS

FASTENERS APPROX.

8'' O.C.

FLEXIBLE WEATHERPROOF

MEMBRANE CLOSURE

EXPECTED

MOVEMENT + 1/2"

SHEET-METAL "T" FLASHING/

CLEAT -- SECURED ON TOP AND

FACE

BACKER

8' ' M

U M

S H

H E

SHEET-METAL AREA

DIVIDER COVER

FASTENERS APPROX. 8'' O.C.

GASKETED FASTENERS

OPTIONAL: EXTENDED FIELD

PLIES ABOVE TOP OF CANT

MEMBRANE FLASHING SHEET

ADHERED TO BACKER, MOP-

OR COLD-APPLIED (FOR

ROOF SYSTEMS WITH

FACTORY-APPLIED GRANULE

SURFACING, THE MULTIPLE-

PLY MEMBRANE FLASHING

CAN BE INSTALLED BETWEEN

THE BASE PLY AND

GRANULE-SURFACED SHEET)

MULTIPLE-PLY MODIFIED

BITUMEN ROOF MEMBRANE

COVER-BOARD INSULATION

THERMAL INSULATION

ROOF DECK

BACKER

2 X 6 MIN. WOOD NAILER

ATTACHED TO SUBSTRATE --

OVERALL THICKNESS TO

MATCH INSULATION

STONE COPING STONE COPING

MULTI-PLY SYSTEM MEMBRANE

1/2" PERLITE COVERBOARD

1" POLYISOCYANURATE INSULATION

BASE SHEET

LWIC DECK

SINGLE PLY MEMBRANE

1/2" WOOD FIBER COVERBOARD

1" POLYISOCYANURATE INSULATION

1/2" PERLITE INSULATION

METAL DECK

MODIFIED BITUMEN CAP SHEET

BASE PLY

1/2" GYPSUM COVERBOARD

1" POLYISOCYANURATE INSULATION

BASE SHEET

LWIC DECK

NEW ULTRA WHITE FINISH MODIFIED

BITUMEN CAP SHEET

NEW BASE PLY

NEW 1/2" GYPSUM COVERBOARD

NEW (2)…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Mar 16, 2023.