Attachment 8 - Drawings.pdf

CENTRAL ALABAMA VETERANS HEALTH CARE

SYSTEM - EAST CAMPUS

2400 HOSPITAL ROAD

TUSKEGEE, AL 36083

PROJECT

LOCATION

AREIAL VIEW

CENTRAL ALABAMA VETERANS HEALTH CARE

SYSTEM - EAST CAMPUS

2400 HOSPITAL ROAD

TUSKEGEE, AL 36083

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

PROJECT SITE MAP PROJECT LOCATION MAP

PROJECT IMAGE

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G-001

COVER

1 3RF

REPLACE ROOFS IN BLDGS.

19, 20, 50, 51, AND 62

CENTRAL ALABAMA VETERANS HEALTH CARE SYSTEM

2400 HOSPITAL ROAD

TUSKEGEE, AL 36083 JUNE 19, 2024

CONSTRUCTION DOCUMENTS

619A4-24-10223-069

19, 20, 50, 51, AND 62

REPLACE ROOFS IN BLDGS. 19, 20, 50, 51, AND 62

CENTRAL ALABAMA VETERANS HEALTH CARE SYSTEM

2400 HOSPITAL ROAD

TUSKEGEE, AL 36083

VA PROJECT #: 619A4-24-102

WVS

SHEET LIST

SHEET NUMBER SHEET NAME DWG OF DWG

GENERAL

G-001 COVER 1 3

G-002 GENERAL INFORMATION 2 3

GC101 SITE PLAN 3 3

ARCHITECTURAL

A-001 ARCHITECTURAL REPAIR ITEMS AND QUANTITIES 1 14

19.AD101 BUILDING 19 DEMOLITION ROOF PLAN 2 14

19.A-101 BUILDING 19 ROOF PLAN 3 14

20.AD101 BUILDING 20 DEMOLITION ROOF PLAN 4 14

20.A-101 BUILDING 20 ROOF PLAN 5 14

50.AD101 BUILDING 50 DEMOLITION ROOF PLAN 6 14

50.A-101 BUILDING 50 ROOF PLAN 7 14

51.AD101 BUILDING 51 DEMOLITION ROOF PLAN 8 14

51.A-101 BUILDING 51 ROOF PLAN 9 14

62.AD101 BUILDING 62 DEMOLITION ROOF PLAN 10 14

62.A-101 BUILDING 62 ROOF PLAN 11 14

A-501 ROOF DETAILS 12 14

A-502 ROOF DETAILS 13 14

A-503 ROOF DETAILS 14 14

ELECTRICAL

19.E-101 BUILDING 19 ROOF LIGHTNING PROTECTION PLAN 1 6

20.E-101 BUILDING 20 ROOF LIGHTNING PROTECTION PLAN 2 6

50.E-101 BUILDING 50 ROOF LIGHTNING PROTECTION PLAN 3 6

51.E-101 BUILDING 51 ROOF LIGHTNING PROTECTION PLAN 4 6

62.E-101 BUILDING 62 ROOF LIGHTNING PROTECTION PLAN 5 6

E-501 LIGHTNING PROTECTION DETAILS 6 6

W

AL

TE

R DAVID VAN SCOTER

REG. NO. 9953

DocuSign Envelope ID: 0463D4F7-B931-4C62-86FB-9A6716C851A3

6/21/2024

WALL SECTION

SYMBOL

COLUMN GRID

ELEVATION SYMBOL

REVISION NOTE

ENLARGED

DETAIL CALLOUT

BREAK LINE

ROOF SLOPE

DIRECTION SYMBOL

TYPICAL

GRAPHIC

SCALE

DETAIL #

PAGE #

VIEW NORTH ARROW

EXTERIOR ELEVATION

SYMBOL

A8.1

A8.1

A8.1

BUILDING SECTION

SYMBOL

DETAIL #

PAGE #

A8.1

A8.1

DETAIL SECTION

SYMBOL

DETAIL #

PAGE #

A8.1

XX.X

ELEVATION

0'-0"

NORTHNORTH

0 4 8 16

DEMOLITION KEYNOTE

TYPICAL KEYNOTE

#DETAIL #

PAGE #

1. REMOVE EXISTING CONSTRUCTION AS DESIGNATED AND CLEAR AREA OF DEBRIS PRIOR TO PROCEEDING WITH

NEW CONSTRUCTION.

2. EXISTING EQUIPMENT REMOVED SHALL BE PROPERLY DISPOSED OFF PROJECT GROUNDS. COORDINATE WITH

COR.

3. AT AREAS INDICATED TO BE PATCHED AND REPAIRED, FOR ADDITION AND RENOVATION PROJECTS: THE CONSTRUCTION AND ASSEMBLY OF THE PATCH OR REPAIR SHALL MATCH THE ASSEMBLY AND INTEGRITY OF THE ADJACENT EXISTING CONSTRUCTION, FOR FIRE RATING, MATERIALS, FINISH, THICKNESS, AND QUALITY.

4. COORDINATE WORKING HOURS ALLOWED FOR DEMOLITION AND WASTE REMOVAL WITH COR.

5. CONTRACTOR SHALL PROTECT AREA ADJACENT TO THE DEMOTION AND NEW CONSTRUCTION WORK TO PREVENT DAMAGES, (IF DAMAGED REPAIR, RE-PATCH, SAND SMOOTH AND REFINISH TO MATCH EXISTING.)

REPAIR OR REPLACE ITEMS DAMAGED DURING CONSTRUCTION ACTIVITIES AT NO ADDITIONAL COST.

6. THE INFORMATION CONTAINED IN DEMOLITION DOCUMENTS DEFINES GENERAL SCOPE ONLY AND DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF PROVIDING ALL DEMOLITION REQUIRED FOR THE

COMPLETION OF THE PROJECT.

7. REFER TO THE ELECTRICAL DRAWINGS FOR FURTHER INFORMATION REGARDING INSTALLATION OF LIGHTING

PROTECTION SYSTEM.

8. PRIOR TO SUBMITTING BID IDENTIFY ANY REQUIRED DEMOLITION BEYOND THE PROJECT SCOPE. NOTIFY AND

THE COR.

9. ALL DEMOLITION WORK SHALL BE PERFORMED WITH DUE CARE AND DILIGENCE IN ORDER TO PREVENT DAMAGE OR INTERRUPTION OF SERVICE OR CONCEALED UTILITIES INTENDED TO REMAIN IN SERVICE.

DISCOVERY OF UTILITIES OR CONDITIONS THAT ARE NOT IDENTIFIED AND AFFECT PROJECT CONSTRUCTION

ARE TO BE REPORTED TO COR.

10. VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING WORK. NOTIFY COR AND ARCHITECT OF ANY CONFLICTS, PRIOR TO PROCEEDING WITH DEMOLITION WORK WITH LISTED QUANTITIES ON A-001.

11. NO DEMOLITION ITEMS ARE TO BE SALVAGED. ALL DEMOLITION DEBRIS TO BE DISPOSED OF OFF SITE.

1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL PUBLISHED APPLICABLE LOCAL / STATE / FEDERAL / NATIONAL CODES, ORDINANCES AND REGULATIONS ALONG WITH ALL RELATED VA DIRECTIVES, DESIGN GUIDES AND

MANUALS, SPECIFICATIONS THAT ARE PROJECT SPECIFIC.

2. EACH CONTRACTOR SHALL HAVE LIABILITY, PROPERTY DAMAGE AND WORKMAN’S COMPENSATION INSURANCE AS REQUIRED BY THE VA IN THE BIDDING DOCUMENTATION. CONTACT THE VA/CO DURING THE BIDDING PHASE WITH ANY QUESTIONS, VERIFICATIONS, AND DOCUMENTATION NECESSARY CONCERNING ALL REQUIREMENTS FOR PROJECT

INSURANCE COVERAGE.

3. BEFORE SUBMITTING A BID, ALL CONTRACTORS WILL CAREFULLY EXAMINE THE DRAWINGS AND SPECIFICATIONS SO AS TO BE THOROUGHLY FAMILIAR WITH ALL THE CONTRACT REQUIREMENTS. EACH BIDDER SHOULD THEN VISIT THE SITE OF THE WORK TO BECOME ACQUAINTED WITH ALL VISIBLE FIELD CONDITIONS AFFECTING THE CONTRACT, SUCH AS OBSTACLES WHICH MAY BE ENCOUNTERED AND ALL OTHER CONDITIONS RELATIVE TO WHAT COULD

AFFECT/IMPACT THE WORK OR BE AFFECTED BY THE PERFORMANCE OF THE WORK.

4. IF AWARDED THE CONTRACT, THE CONTRACTORS SHALL NOT BE ALLOWED ANY EXTRA COMPENSATION BY REASON OF ANY UNFORESEEN DIFFICULTIES OR OBSTACLES WHICH THE BIDDER COULD HAVE REASONABLY ANTICIPATED PRIOR TO BIDDING. SHOULD ANY DISCREPANCIES, ERRORS, CONFLICT OR ITEMS NEEDING CLARIFICATION BE DISCOVERED IN THE PLANS AND/OR SPECIFICATIONS, THE CONTRACTOR SHALL NOTIFY THE VA/CO PRIOR TO SUBMITTING A BID AND THE VA/COR BEFORE STARTING ANY OF THE WORK.DRAWINGS ARE PREPARED USING DIMENSIONS AND PRODUCT DRAWINGS FOR SPECIFIC PRODUCTS. DETAILS FOR SPECIFIC PRODUCTS MAY CHANGE BEFORE THEY ARE ACTUALLY INCORPORATED INTO THE WORK, AND PRODUCTS BY OTHER MANUFACTURERS ARE ALSO ACCEPTABLE. THEREFORE, INSTALLATION DETAILS AND DIMENSIONS MAY DIFFER FROM THOSE SHOWN. CONTRACTOR SHALL VERIFY INSTALLATION REQUIREMENTS FOR ALL PRODUCTS TO BE

INCORPORATED IN THE WORK

5. THE DOCUMENTS DO NOT AND ARE NOT INTENDED TO INDICATE OR DESCRIBE IN DETAIL ALL THE NECESSARY WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT. ON THE BASIS OF THE GENERAL SCOPE INDICATED IN THESE DOCUMENTS, THE TRADE CONTRACTORS SHALL FURNISH ALL ITEMS REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THEIR WORK.

6. THE DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY; ITEMS SHOWN IN ANY ONE LOCATION IN THE DRAWINGS SHALL BE CONSIDERED TO BE REQUIREMENTS OF THE CONTRACT FOR CONSTRUCTION. IN THE EVENT OF AN INCONSISTENCY BETWEEN THE DRAWINGS AND SPECIFICATIONS, OR WITHIN EITHER DOCUMENT, THE CONTRACTOR SHALL SEEK CLARIFICATION OR INTERPRETATION FROM THE COR PRIOR TO BIDDING. WHERE INCONSISTENCIES ARE NOT CLARIFIED PRIOR TO BIDDING, AND WHERE THE ACTUAL SOLUTION OR INTENT CANNOT BE REASONABLY INFERRED, THE CONTRACTOR SHALL PROVIDE THE BETTER

QUALITY OR GREATER QUANTITY OF WORK.

7. THE CONTRACTOR SHALL NOTIFY THE COR IMMEDIATELY SHOULD DISCREPANCIES BE FOUND IN THE

DRAWINGS AND SPECIFICATIONS.

8. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL FIELD CONDITIONS AND DIMENSIONS AS THEY RELATE TO THIS PROJECT. SHOULD DISCREPANCIES EXIST BETWEEN THE WORK INDICATED AND ACTUAL FIELD

CONDITIONS NOTIFY THE COR PRIOR TO BIDDING.

9. DO NOT SCALE THE DRAWINGS. DRAWING SCALES AS INDICATED ARE FOR REFERENCE ONLY AND ARE NOT INTENDED TO ACCURATELY DEPICT ACTUAL OR DESIGNATED CONDITIONS. WRITTEN DIMENSIONS SHALL

GOVERN.

10. CONTRACTORS SHALL REFERENCE ALL DRAWINGS IN ALL SECTIONS OF WORK FOR FULLY DEFINING THEIR SCOPE OF WORK RESPONSIBILITIES AND COORDINATE SAME WITH THE GENERAL/PRIME CONTRACTOR. SUBCONTRACTORS AND SUPPLIERS FOR EACH TRADE ARE ADVISED THAT INFORMATION PERTINENT TO THEIR SCOPE OF WORK ALSO OCCURS

IN OTHER SECTIONS OF THE DRAWINGS AND THE COMPLETE SET OF CONTRACT DOCUMENTS.

11. EACH CONTRACTOR SHALL MAINTAIN A COMPETENT OSHA-30 FOREMAN OR DIRECT REPRESENTATIVE ON THE JOB AT ALL TIMES. THE CONTRACTOR SHALL COOPERATE WITH AND COORDINATE WITH THE SUPERINTENDENT AND FOREMAN OF OTHER TRADES IN ORDER THAT THERE BE NO DELAYS IN THE EXECUTION AND COMPLETION OF THE

WORK.

12. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO ADEQUATELY PROTECT EXISTING CONSTRUCTION AND FINISHES TO REMAIN IN PLACE DURING BOTH DEMOLITION AND CONSTRUCTION SEQUENCES OF THE WORK. ANY

DAMAGE TO SUCH AREAS SHALL BE RESTORED.

13. THE CONTRACTOR IS RESPONSIBLE FOR THE PATCH, REPAIR, REFINISHING AND/OR REPLACEMENT OF ALL CONSTRUCTION, MATERIALS, ASSEMBLIES, EQUIPMENT, SIGNAGE AND FINISHES DAMAGED BY THE PROJECT DEMOLITION, TEMPORARY CONSTRUCTION, NEW CONSTRUCTION OR THE MOVEMENT OF PERSONNEL, TOOLS, EQUIPMENT, MATERIALS, ETC. BOTH INSIDE AND OUTSIDE OF THE DESIGNATED AREAS OF WORK.

14. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE THE REMOVAL OF ALL CONSTRUCTION DEMOLITION DEBRIS, SOIL AND

MATERIALS FROM THE PROJECT SITE.

15. PROVIDE SEALANT AT ALL INTERSECTIONS BETWEEN DIFFERENT MATERIALS.

16. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.

AFF ABOVE FINISHED FLOOR

ACP/APC ACOUSTIC CEILING PANEL/

ACOUSTIC PANEL CEILING

ACT ACOUSTIC(AL) TILE

ADJ ADJUSTABLE

ADT'L ADDITIONAL

AGG AGGREGATE

ALT ALTERNATE

AL ALUMINUM

APPROX APPROXIMATE(LY)

ASPH ASPHALT

AUTO AUTOMATIC

B/O BOTTOM OF

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BOT BOTTOM

BRG BEARING

CENTERLINE

C/C CENTER TO CENTER

CJ CONTROL JOINT

CLL CONTRACT LIMIT LINE

CEM CEMENT(ITIOUS)

CMU CONCRETE MASONRY UNIT

CLG CEILING

CLR CLEAR

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CPT CARPET

CT CERAMIC TILE

CTR CENTER(ED)

DF DRINKING FOUNTAIN

DS DOWNSPOUT

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION

DET/DTL DETAIL

DIA DIAMETER

DIM DIMENSION

DN DOWN

DWG(S) DRAWING(S)

E EAST

EC ELECTRICAL CONTRACTOR

EHO ELECTRICAL HOLD OPEN

EJ EXPANSION JOINT

EW EACH WAY

EA EACH

EIFS EXTERIOR INSULATION

FINISH SYSTEM

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EMER EMERGENCY

EQ EQUAL

EQUIP EQUIPMENT

EXIST EXISTING

EXT EXTERIOR

EWC ELECTRIC WATER COOLER

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FFE FINISH FLOOR ELEVATION

FV FIELD VERIFY

FEC FIRE EXTINGUISHER CABINET

FDN FOUNDATION

FIN FINISH

FLSHG FLASHING

FLR FLOOR

FRMG FRAMING

FRT FIRE RETARDANT TREATED

FT FOOT/FEET

FTG FOOTING

GC GENERAL CONTRACTOR

GA GAUGE

GALV GALVANIZED

GEN GENERAL

GYP GYPSUM

HM HOLLOW METAL

HDWR HARDWARE

HOL HOLLOW

HOR HORIZONTAL

HT HEIGHT

HVAC HEATING/VENTILATION/AIR

CONDITIONING

ID INSIDE DIAMETER

IN INCH

INCL INCLUDING

INSUL INSULATION

INT INTERIOR

JAN JANITOR

JT JOINT

LAV LAVATORY

LB(S) POUND(S)

L/S LANDSCAPE

LT LIGHT

MO MASONRY OPENING

MAS MASONRY

MAT'L MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MTD MOUNTED

MTL METAL

N NORTH

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NOM NOMINAL

OC ON CENTER

OD OUTSIDE DIAMETER

O TO O OUT TO OUT

OPNG OPENING

OPP OPPOSITE

OVHD OVERHEAD

PEB PRE-ENGINEERED BUILDING

PJF PREFORMED JOINT FILLER

PERIM PERIMETER

PL PLATE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLYWD PLYWOOD

PNT PAINT

PR PAIR

PT PRESSURE TREATED

PTD PAINTED

PWR POWER

RB RUBBER BASE

RD ROOF DRAIN

RF FIRE RETARDANT TREATED

RO ROUGH OPENING

RAD RADIUS

REC RECESSED

REINF REINFORCED

REQ'D REQUIRED

REV REVISED (REVISION)

RM ROOM

S SOUTH

SB SPLASH BLOCK

SF SQUARE FEET

SS STAINLESS STEEL

SIM SIMILAR

SPEC SPECIFICATIONS

SQ SQUARE

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

T&G TONGUE AND GROOVE

T/O TOP OF

TELE TELEPHONE

TRTD TREATED

TS TUBE STEEL

TYP TYPICAL

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

VCT VINYL COMPOSITION TILE

VIF VERIFY IN FIELD

VERT VERTICAL

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WWF WELDED WIRE FABRIC

WD WOOD

WH WATER HEATER

WT WEIGHT

CL

BASE BID:

ALL WORK AS DESCRIBED BY CONTRACT DOCUMENTS.

ALTERNATE DEDUCT #1:

DELETE ALL WORK AND MATERIAL ASSOCIATED WITH INSTALLATION OF RIGID INSULATION IN ATTIC OF BUILDINGS 19 & 20. INCLUDING BUT NOT LIMITED TO ALL DEMOLITION

WORK FOR PREPARATION OF INSTALLATION.

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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GENERAL INFORMATION

2 3RF

REPLACE ROOFS IN BLDGS.

19, 20, 50, 51, AND 62

CENTRAL ALABAMA VETERANS HEALTH CARE SYSTEM

2400 HOSPITAL ROAD

TUSKEGEE, AL 36083 JUNE 19, 2024

CONSTRUCTION DOCUMENTS

619A4-24-10223-069

WVS

ARCHITECTURAL SYMBOL LEGEND

DEMOLITION NOTES

GENERAL NOTES

G_ABBREVIATIONS

19, 20, 50, 51, AND 62

DEDUCTIVE ALTERNATIVES

W

AL

2 3

1 2 3

2 3

HOSPITAL R

D

H O S

PITA

L R D

W E

S T

G A

T E

R D

HOSPITAL R

D

H O

S P

IT

A L R

D

HOSPITAL RD

ROBERT CIR.

4A

3A

49 8

0 40 80 160

BUILDINGS IN SCOPE OF

WORK

SCOPE OF WORK

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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GC101

SITE PLAN

3 3RF

REPLACE ROOFS IN BLDGS.

19, 20, 50, 51, AND 62

CENTRAL ALABAMA VETERANS HEALTH CARE SYSTEM

2400 HOSPITAL ROAD

TUSKEGEE, AL 36083 JUNE 19, 2024

CONSTRUCTION DOCUMENTS

619A4-24-10223-069

WVS

A. CONTRACTOR TO COORDINATE LOCATION AND

SCHEDULING OF CRANE TO LIFT SUPPLIES ONTO

ROOF WITH COR PRIOR TO CRANE OPERATIONS

STARTING. MINIMUM TWO WEEKS PRIOR TO

CRANE ARRIVAL. CRANE LIFT PLAN SUBMITAL

REQUIRED.

B. CONTRACTOR RESPONSIBLE TO PROTECT ALL

PAVING, CONCRETE, & LANDSCAPE IN AREAS OF

CRANE LOCATION INCLUDING CRANE TRANSIT

ON SITE TO AND FROM LIFT LOCATIONS.

C. CONTRACTOR SHALL REPAIR ALL DAMAGE

FROM CONSTRUCTION ACTIVITIES. INCLUDING,

BUT NOT LIMITED TO GRASS AREAS, PAVED

AREAS, AND LANDSCAPING. REPAIRED AREAS

TO BE BACK TO ORIGINAL CONDITION OR

BETTER.

D. CONTRACTOR SHALL VERIFY DIMENSIONS IN

FIELD PRIOR TO BEGINNING CONSTRUCTION.

E. PROVIDE POSITIVE DRAINAGE TO ALL ROOF

DRAINS.

F. ROOFING COMPONENTS MAY VARY DEPENDING

ON ROOFING MANUFACTURER. CONTRACTOR

SHALL INSTALL A COMPLETE CODE COMPLIANT

AND WARRANTIED ROOFING SYSTEM BASED ON

THE ROOFING MANUFACTURERS WRITTEN

INSTRUCTIONS AND INSTALLATION GUIDELINES.

G. ROOFING INSULATION R-VALUE MAY VARY

DEPENDING ON INSULATION MANUFACTURER.

ROOFING CONTRACTOR TO CONSULT

INSULATION MANUFACTURERS WRITTEN

DOCUMENTATION AND PROVIDE A ROOF

INSULATION THICKNESS TO MEET OR EXCEED

2018 IBC REQUIREMENTS.

H. NEW ROOF AREAS MUST HAVE POSITIVE

DRAINAGE. NEW ROOFS TO HAVE NO PONDING

OF WATER.

I. THE CONTRACTOR SHALL ENSURE THAT UPON

COMPLETION OF ROOF WORK, ALL ROOF

DRAINS ARE CLEAN AND CLEAR OF DEBRIS TO

PROVIDE AND UNOBSTRUCTED, FREE FLOW OF

WATER.

J. DUMPSTER AND TRASH CHUTE LOCATIONS ARE

TO BE COORDINATED WITH THE COR PRIOR TO

LOCATION ON SITE. SEE THIS SHEET FOR

SUGGESTED LOCATIONS OF DUMPSTER, CHUTE,

AND STAGING AREAS.

K. BUILDING ACCESS FOR WORKERS:

CONTRACTOR'S DISCRETION, POTENTIAL

ACCESS METHODS: THRU BUILDING INTERIOR,

EXISTING FIRE ESCAPES, SCAFFOLDING BUILT

STAIRS, OR LIFTS.

1 POTENTIAL LOCATION OF CRANE FOR LIFTING

SUPPLIES TO THE ROOF OR REMOVING DEBRIS

FORM FROM ROOF. COORDINATE WITH COR.

2 POTENTIAL LOCATION OF DUMPSTER,

COORDINATE WITH COR PRIOR TO START OF

CONSTRUCTION. ALL DUMPSTERS TO HAVE

FABRIC GUARD TO LIMIT DUST.

3 STAGING AREA. CONTRACTOR TO PROVIDE

SECURE AREA WITH 6' HIGH CONSTRUCTION

CHAIN LINK FENCE (PANEL TYPE WITH SAND

BAGS). WITH PRIVACY FABRIC. PROVIDE ONE

DOUBLE SWINGING 10'-0" GATE ACCESS.

COORDINATE EXACT EXTENT AND LAYOUT WITH

COR.

4 EXISTING BUILDING TO BE RE-ROOFED.

5 ENCLOSED CONNECTOR BRIDGE BETWEEN

BUILDINGS 50, 51 + 62 .

6 PROVIDE (1) DOUBLE SWINGING 10'-0" GATE. 6'

HIGH CHAIN LINK WITH PRIVACY FABRIC. POSTS

TO BE INSTALLED IN AUGER DUG HOLES AS PER

GATE SUPPLIER INSTALLATION INSTRUCTIONS.

WIDTH OF EXISTING ROAD 30'. FROM NORTH SIDE

OF ROAD TO EXISTING FENCE 20'.

7 EXISTING CAMPUS PERIMETER SECURITY FENCE.

8 EXISTING GUARDHOUSE.

9 POTENTIAL DEBRIS CHUTE LOCATION

CONTRACTOR TO VERIFY LOCATIONS WITH THE

C.O.R. PRIOR TO START OF CONSTRUCTION.

10 PROVIDE TEMPORARY FENCING 6' HIGH

CONSTRUCTION CHAIN LINK FENCE WITH PRIVACY

FABRIC - APPROX 70 LF. (PANEL TYPE WITH SAND

BAGS).

Scale: 1" = 80'-0"

SITE PLAN

19, 20, 50, 51, AND 62

NORTH

W

AL

ROOF REPAIR ITEMS AND QUANTITIES

BUILDING 19

REPAIR / REPLACEMENT APROX. QTY UNIT NOTES

BUILDING 20

REPAIR / REPLACEMENT APROX. QTY UNIT NOTES

REMOVE ASPHALT SHINGLES ROOF

REMOVE BUR SYSTEM FROM ENTRANCE ROOF

SQUARE

FOOT

REMOVE AND REPLACE ROOF HATCH

REPLACE VALLEY FLASHING

REPLACE FLASHING AT CHIMNEYS, FANS, VTR,

ETC.

REPLACE ALL DRIP EDGE

REPLACE ALL WOOD FASCIA, TRIM, SOFFIT, ETC.

7,200 1, 2, 3

SQUARE

FOOT

EACH

LINEAL

FOOT

LINEAL

FOOT

LINEAL

FOOT

LINEAL

FOOT

5, 6

REMOVE AND REPLACE ASPHALT SHINGLE ROOF SQUARE

FOOT

6,400 1, 2

INSTALL NEW ROOF HATCH AT EXISTING HATCH

OPENING

EACH1 5, 6

REPLACE VALLEY FLASHING LINEAL

FOOT

REPLACE FLASHING AT FANS, VTR, ETC. 20

REPLACE ALL DRIP EDGE 460

REPLACE ALL WOOD FASCIA, TRIM, SOFFIT, ETC. 460

REPAIR OR REPLACE INTEGRAL GUTTER 40

LINEAL

FOOT

LINEAL

FOOT

LINEAL

FOOT

LINEAL

FOOT

9, UPPER AND LOWER ROOFS

ROOF REPAIR ITEMS AND QUANTITIES

REPLACE WOOD ROOF SHEATHING 800 SQUARE

FOOT

REPLACE WOOD ROOF SHEATHING 800

SQUARE

FOOT

NEW BUILT IN GUTTER 460

LINEAL

FOOT

NEW BUILT IN GUTTER 460

LINEAL

FOOT

UPPER AND LOWER ROOFS

UPPER AND LOWER ROOFS

UPPER AND LOWER ROOFS

ROOF REPAIR ITEM AND QUANTITIES

BUILDING 50

REPAIR / REPLACEMENT APROX. QTY UNIT NOTES

REMOVE EXISTING BUR SYSTEM

REMOVE ASPHALT SHIGLES FROM PITCHED ROOF

REMOVE EXHAUST FANS

INSTALL NEW RIGID INSULATION, SLOPE TO ROOF

DRAINS

INSTALL NEW TPO ROOF SYSTEM

INSTALL NEW ASPHALT SHINGLE ROOF ON

MECHANICAL PENTHOUSE ROOF

SQUARE

FOOT

SQUARE

FOOT

SQUARE

FOOT

SQUARE

FOOT

SQUARE

FOOT

EACH

REMOVE AND REPLACE ALL FLASHING

PATCH CONCRETE ROOF SLAB WHERE

EQUIPMENT IS REMOVED

SQUARE

FOOT

LINEAL

FOOT

17,300

2,500

17,300

17,300

2,500

1, 2

2,500

REPLACE WOOD SHEATHING MECHANICAL

PENTHOUSE ROOF

SQUARE

FOOT

ROOF REPAIR ITEMS AND QUANTITIES

BUILDING 51

REPAIR / REPLACEMENT APROX. QTY UNIT NOTES

REMOVE EXISTING BUR SYSTEM

REMOVE EXHAUST FANS

INSTALL NEW RIGID INSULATION, SLOPE TO ROOF

DRAINS

INSTALL NEW TPO ROOF SYSTEM

SQUARE

FOOT

SQUARE

FOOT

SQUARE

FOOT

EACH

REMOVE AND REPLACE ALL FLASHING

PATCH CONCRETE ROOF SLAB WHERE

EQUIPMENT IS REMOVED

SQUARE

FOOT

LINEAL

FOOT

17,000

12,710

17,000

LINEAL

FOOT

SQUARE

FOOT

STONE COPING RESET

BRICK WALL REBUILDING

ROOF REPAIR ITEMS AND QUANTITIES

BUILDING 62

REPAIR / REPLACEMENT APROX. QTY UNIT NOTES

BUILDINGS 50, 51, AND 62 CONNECTOR

REPAIR / REPLACEMENT APROX. QTY UNIT NOTES

ROOF REPAIR ITEMS AND QUANTITIES

REMOVE EXISTING BUR SYSTEM

INSTALL NEW RIGID INSULATION, SLOP TO ROOF

DRAINS

INSTALL NEW TPO ROOF SYSTEM

SQUARE

FOOT

SQUARE

FOOT

SQUARE

FOOT

PATCH CONCRETE ROOF SLAB WHERE

EQUIPMENT IS REMOVED

SQUARE

FOOT

4,000

REMOVE EXISTING BUR SYSTEM

REMOVE ASPHALT SHIGLES FROM PITCHED ROOF

REMOVE EXHAUST FANS

INSTALL NEW RIGID INSULATION, SLOPE TO ROOF

DRAINS

INSTALL NEW TPO ROOF SYSTEM

INSTALL NEW ASPHALT SHINGLE ROOF ON

MECHANICAL PENTHOUSE ROOF

SQUARE

FOOT

SQUARE

FOOT

SQUARE

FOOT

SQUARE

FOOT

SQUARE

FOOT

EACH

REMOVE AND REPLACE ALL FLASHING

LINEAL

FOOT

17,300

2,500

17,300

17,300

2,500

1, 2

PATCH CONCRETE ROOF SLAB WHERE

EQUIPMENT IS REMOVED

REPLACE WOOD SHEATHING MECHANICAL

PENTHOUSE ROOF

2,500

SQUARE

FOOT 11

4,000

4,000

SQUARE

FOOT

INSTALL NEW ROOF DRAINS EACH6

A. ASSUME ALL EXTERIOR PAINTED SURFACES CONTAIN

LEAD BASED PAINT. REMOVE PER SPECIFICATION

SECTION 02 83 33.13 LEAD BASED PAINT REMOVAL.

B. ALL NEW MATERIALS TO BE INSTALLED PER

CONTRACT DOCUMENTS, DRAWINGS AND

SPECIFICATIONS.

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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A-001

ARCHITECTURAL REPAIR ITEMS AND

QUANTITIES

1 14RF

REPLACE ROOFS IN BLDGS.

19, 20, 50, 51, AND 62

CENTRAL ALABAMA VETERANS HEALTH CARE SYSTEM

2400 HOSPITAL ROAD

TUSKEGEE, AL 36083 JUNE 19, 2024

CONSTRUCTION DOCUMENTS

619A4-24-10223-069

WVS

19, 20, 50, 51, AND 62

NOTES:

1. REMOVE ASPHALT SHINGLES AND ROOF

UNDERLAYMENT TO EXISTING SUBSTRATE.

2. REPLACE DAMAGED OR DETERIORATED WOOD

SUBSTRATE MATERIALS.

3. REPLACE INTEGRAL GUTTER SYSTEM AT ROOF EDGE.

INCLUDE ALL WOOD FRAMING REQUIRED TO

RESTORE OPERABLE GUTTER SYSTEM.

4. REMOVE ENTIRE ROOF SYSTEM, INCLUDING

EXISTING SUBSTRATE.

5. REPLACE WOOD FRAMING AT EXISTING ROOF HATCH.

6. INSTALL NEW ROOF HATCH.

7. REMOVE EXISTING BUILT UP ROOF SYSTEM,

INSULATION, UNDERLAYMENT, ETC. TO SUBSTRATE.

8. REMOVE EXISTING EXHAUST FANS AND EQUIPMENT.

9. REPLACE ALL FASCIA, TRIM, SOFFIT, ETC. AROUND

ENTIRE EDGE OF PITCHED ROOF.

10. REMOVE SBS SINGLE PLY ROOF SYSTEM, INSULATION

AND UNDERLAYMENT TO EXISTING SUBSTRATE.

11. PATCH THE EXISTING OPENINGS IN ROOF SLAB

WHERE EXHAUST FANS/EQUIPMENT REMOVED.

W

AL

7 6

1 1

6 7

6 7

3 3

SLOPE: 5 1/2:12

62'-3" 28'-0"

SLOPE: 5 1/2:12

A-501

A-501

19.A 19.B 19.C 19.D 19.E 19.F 19.G 19.H 19.I 19.J

11'-3" 11'-3" 11'-3" 11'-3" 11'-0" 12'-8" 12'-8" 12'-8" 11'-0"

19.K 19.L 19.M 19.N

11'-3" 11'-3" 11'-3" 11'-3"

19.1

19.2

19.3

19.4

19.5

56'-3" 40'-0" 56'-3"

62'-3"

S L O

P E

/2 :1

S L O

P E

/2 :1

80 S.F.

75 S.F.

150 S.F.

20'-0" 20'-0"

Engineers Architects

# DEMOLITION KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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19.AD101

BUILDING 19 DEMOLITION ROOF PLAN

2 14RF

REPLACE ROOFS IN BLDGS.

19, 20, 50, 51, AND 62

CENTRAL ALABAMA VETERANS HEALTH CARE SYSTEM

2400 HOSPITAL ROAD

TUSKEGEE, AL 36083 JUNE 19, 2024

CONSTRUCTION DOCUMENTS

619A4-24-10223-069

WVS

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

BUILDING 19 DEMOLITION ROOF PLAN

1 REMOVE EXISTING ASPHALT SHINGLE ROOF

AND UNDERLAYMENT TO EXISTING

SUBSTRATE.

2 REMOVE EXISTING EXHAUST FAN IN ITS

ENTIRETY. FILL IN HOLE WITH 3/4" FT

PLYWOOD.

3 EXISTING VENT TO BE REMOVED.

4 REMOVE EXISTING ROTTED / DAMAGED WOOD

SUBSTRATE PREP FOR NEW MATERIAL

INSTALLATION. SEE A-001 FOR QUANTITIES.

5 EXISTING METAL CANOPY TO REMAIN. NO

WORK ON THIS ROOF.

6 REPLACE DAMAGED AND DETERIORATED

WOOD AROUND INTERIOR GUTTER. REPAIR

GUTTER SECTIONS TO MAKE A CONTINUOUS,

FULLY FUNCTIONING, INTERIOR GUTTER

SYSTEM.

7 REMOVE AND REPLACE WOOD FASCIA, WOOD

TRIM AND DECORATIVE WOOD ITEMS.

8 REMOVE EXISTING ROOF HATCH.

9 REMOVE EXISTING VALLEY FLASHING.

10 EXISTING BRICK MASONRY CHIMNEY TO

REMAIN. RE-POINT ALL EXPOSED BRICK.

11 REMOVE CAPPED EQUIPMENT CURB AND INFILL

ROOF OPENING WITH 3/4" FT PLYWOOD.

12 REMOVE FLAT BUILT-UP ROOF INCLUDING

SUBSTRATE (ASSUMED WOOD PLANKING

DECK).

13 REMOVE EXIST. SUBSTRATE IN THIS AREA.

PRIOR TO FILLING IN WITH NEW SHEATHING,

USE OPEN AREA FOR MATERIAL MOVEMENT

FOR ATTIC RIGID INSULATION.

14 EXISTING STEEL FIRE ESCAPE TO REMAIN.

15 REMOVE ALL VEGETATION FROM WALL IN THIS

AREA. AFTER REMOVAL, SPRAY WALL WITH

ENVIRONMENTALLY SAFE WEED KILL TO

PREVENT GROW BACK.

16 REMOVE EXISTING SUBSTRATE THIS AREA.

17 REMOVE EXISTING BUILT IN COPPER GUTTER

AND DOWNSPOUTS.

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

NORTH

0 4 8 16

A. CONTRACTOR TO ENSURE PROPER SAFETY

BARRIERS AND ENCLOSURES ARE PROVIDED AT

ALL ENTRY/EXIT POINTS FROM BUILDING WHERE

WORK IS BEING PERFORMED ABOVE.

B. ALL PERSONNEL TO WEAR PROPER SAFETY

DEVICES/FALL PROTECTION.

C. CONTRACTOR SHALL PROVIDE PROTECTION AS

PER OSHA REQUIREMENTS.

D. CONTRACTOR TO ASSUME ALL DEMOLITION OF

PAINT OR PAINTED WOOD OR METAL CONTAINS

LBP AND NEEDS TO BE ABATED PER SPEC

SECTION 02 83 33.13

E. ALL DIMENSIONS ON THE DRAWINGS HAVE BEEN

DETERMINED BASED ON MINIMAL AS-BUILT

INFORMATION AVAILABLE. CONTRACTOR TO

VERIFY ALL DIMENSIONS AND QUANTITIES PRIOR

TO SUBMITTING BID.

F. CONTRACTOR SHALL PROVIDE TEMPORARY

SHORING OF EXISTING ROOF STRUCTURE AS

NECESSARY FOR CONSTRUCTION LIVE LOADS.

G. APPROXIMATE HEIGHT TO EAVE FROM GRADE

AVERAGES APPROX. 30'-0". APPROXIMATE

HEIGHT TO LOW FRONT ROOF FROM GRADE

12'-0".

H. ATTIC ACCESS FOR WORKERS ACCEPTABLE

THROUGH BUILDING INTERIOR. POWER IS NOT

AVAILABLE AT THIS BUILDING SITE. ANY

ELECTRICAL POWER NEEDED SHALL BE

PROVIDED BY THE CONTRACTOR.

W

AL

7 8 7 8

7 87 8

7 8

3 4

7 8

S L O

P E

/2 :1

SLOPE: 5 1/2:12

SLOPE: 5 1/2:12

8'-11"

56'-3" 40'-0" 56'-3"

152'-7"

62'-3" 28'-0" 62'-3"

A-501

A-501

A-502

19.A 19.B 19.C 19.D 19.E 19.F 19.G 19.H 19.I 19.J 19.K 19.L 19.M 19.N

19.1

19.2

19.3

19.4

19.5

11'-3" 11'-3" 11'-3" 11'-3" 11'-0" 12'-8" 12'-8" 12'-8" 11'-0" 11'-3" 11'-3" 11'-3" 11'-3"

13 13 13 13

26'-9" 26'-9" 26'-9" 26'-9"

152'-7"

19.A-101

19.A-101

TYP.

TYP.

S L O

P E

/2 :1

S L O

P E

/2 :1

80 S.F.

75 S.F.

150 S.F.

B19 ROOF LEVEL

36' - 0"

ATTIC

TYP.

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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19.A-101

BUILDING 19 ROOF PLAN

3 14RF

REPLACE ROOFS IN BLDGS.

19, 20, 50, 51, AND 62

CENTRAL ALABAMA VETERANS HEALTH CARE SYSTEM

2400 HOSPITAL ROAD

TUSKEGEE, AL 36083 JUNE 19, 2024

CONSTRUCTION DOCUMENTS

619A4-24-10223-069

WVS

1 INSTALL NEW ASPHALT SHINGLE ROOF SYSTEM

OVER SELF ADHERED SHEET MEMBRANE ROOF

UNDERLAYMENT. MEMBRANE THICKNESS 40 MIL.

2 REPLACE EXISTING ROOF HATCH, MATCH EXISTING

HATCH SIZES. BASIS OF DESIGN: BILCO TYPE S

ROOF HATCH W/ LADDER OR EQUAL. INSTALL

FLASHING UP TO INTEGRAL CAP FLASHING ON

HATCH FRAME. REPLACE DETERIORATED WOOD

FRAMING FOR HATCH, ALL WOOD FRAMING AND

SHEATHING AROUND HATCH TO BE REPLACED.

3 INSTALL NEW 3/4" WOOD SHEATHING ENTIRE LOW

ROOF (APPROX. 200 S.F.). SLOPE SHEATHING TO

BUILT IN GUTTER VIA SHIMS.

4 INSTALL NEW 60 MIL FLEECE BACK TPO ROOFING ON

NEW SHEATHING.

5 INSTALL NEW VALLEY FLASHING.

6 INSTALL NEW BASE FLASHING AT WALL PER ROOF

SYSTEM MANUFACTURER'S STANDARD DETAILS.

7 EXISTING INTEGRAL GUTTER WITH NEW COPPER

LINING, ENSURE PROPER CONNECTIONS TO ALL

DOWNSPOUTS AND ALL GUTTER SECTIONS.

8 REPLACE FASCIA, EAVES, SOFFITS AND OTHER

ROTTED OR DETERIORATED WOOD MATERIAL

BEFORE INSTALLING NEW FLASHING OR ROOF

MATERIAL. SEE SHEET A-001 FOR QUANTITIES.

9 INSTALL NEW 3/4" WOOD SHEATHING FLUSH WITH

EXISTING (APPROX. 80 S.F.).

10 INSTALL NEW 3/4" WOOD SHEATHING FLUSH WITH

EXISTING (APPROX. 150 S.F.).

11 INSTALL NEW 3/4" WOOD SHEATHING FLUSH WITH

EXISTING (APPROX. 75 S.F.).

12 INSTALL NEW 16 OZ COPPER BUILT IN GUTTER

MATCH EXISTING PROFILE. ALL WELDED SEAMS.

NEW 18 OZ 3" ROUND DOWNSPOUTS.

13 INSTALL NEW FALL PROTECTION STANCHION. BOD:

FRONTLINE COMMERCIAL ROOF ANCHOR - R012 OR

EQUAL, TYPICAL.

14 NEW 16 OZ COPPER CRICKET W/ SELF ADHERED

UNDERLAYMENT. AS PER SMACNA.

15 SHINGLE OVER RIDGE VENT. SUBMITTAL REQUIRED.

16 12 X 12 ROOF VENT. BASIS OF DESIGN: GAF, MASTER

FLOW ROOF LOUVER SSB960 METAL, SLANT BACK.

COLOR TO MATCH SHINGLES, OR EQUAL.

17 INSTALL (3) LAYERS OF 2" XPS INSULATION ON TOP

OF EXISTING ATTIC SLAB. DEMOLISH ALL CONDUIT

AND PIPING TO ALLOW INSULATION TO LAY ON ATTIC

SLAB. (35 PENETRATIONS) SEAL ALL OPENINGS WITH

FIRE CAULKING. METHOD OF ATTACHMENT -

ADHESIVE. BASIS OF DESIGN: OWENS CORNING,

FOAMULAR 250, 2" THICK, 4'X8' SHEETS, OR EQUAL

ENTIRE ATTIC AREA.

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

BUILDING 19 ROOF PLAN

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

NORTH

0 4 8 16

A. CONTRACTOR TO ENSURE PROPER SAFETY

BARRIERS AND ENCLOSURES ARE PROVIDED AT

ALL ENTRY/EXIT POINTS FROM BUILDING WHERE

WORK IS BEING PERFORMED ABOVE.

B. ALL PERSONNEL TO WEAR PROPER SAFETY

DEVICES/FALL PROTECTION.

C. CONTRACTOR SHALL PROVIDE FALL PROTECTION

PER OSHA REQUIREMENTS.

D. ALL DIMENSIONS ON THE DRAWINGS HAVE BEEN

DETERMINED BASED ON MINIMAL AS-BUILT

INFORMATION AVAILABLE. CONTRACTOR TO

VERIFY ALL DIMENSIONS AND QUANTITIES PRIOR

TO SUBMITTING BID.

E. CONTRACTOR SHALL PROVIDE TEMPORARY

SHORING OF EXISTING ROOF STRUCTURE AS

NECCESSARY FOR CONTRUCTION LIVE LOADS.

F. APPROXIMATE HEIGHT TO EAVE FROM GRADE

AVERAGES APPROX. 30'-0".

G. ATTIC ACCESS FOR WORKERS PERMITTED

THROUGH BUILDING INTERIOR.

H. ANY WOOD RAFTER DISCOVERED TO BE NON

STRUCTURALLY SOUND SHALL BE REPAIRED AS

PER DETAIL 9/A-502.

I. POWER IS NOT AVAILABLE AT THIS BUILDING SITE.

ANY ELECTRICAL POWER NEEDED SHALL BE

PROVIDED BY THE CONTRACTOR.

Scale: 1/4" = 1'-0"

BUILDING 19 SCHEMATIC SECTION

W

AL

20.A

20.1

1 1

2 2 2

6 7

10 67

42'-8" 38'-0" 45'-4"

28'-0"

S L O

P E

/2 :1

SLOPE: 5 1/2:12

SLOPE: 5 1/2:12

20.B 20.C 20.D 20.E 20.F 20.G 20.H 20.I 20.J

126'-0"

20.2

20.3

20.4

20.5

14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0"

6 6

A-501

A-501

S L O

P E

/2 :1

100 S.F.

260 S.F.

100 S.F.

140 S.F.

18 19

Engineers Architects

# DEMOLITION KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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20.AD101

BUILDING 20 DEMOLITION ROOF PLAN

4 14RF

REPLACE ROOFS IN BLDGS.

19, 20, 50, 51, AND 62

CENTRAL ALABAMA VETERANS HEALTH CARE SYSTEM

2400 HOSPITAL ROAD

TUSKEGEE, AL 36083 JUNE 19, 2024

CONSTRUCTION DOCUMENTS

619A4-24-10223-069

WVS

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

BUILDING 20 DEMOLITION ROOF PLAN

1 REMOVE EXISTING ASPHALT SHINGLE ROOF AND

UNDERLAYMENT TO EXISTING SUBSTRATE.

2 REMOVE EXISTING EXHAUST FAN IN ITS ENTIRETY.

FILL IN HOLE WITH 3/4" FT PLYWOOD.

3 EXISTING VENT TO BE REMOVED.

4 REMOVE EXISTING ROTTED / DAMAGED WOOD

SUBSTRATE PREP FOR NEW MATERIAL

INSTALLATION. SEE A-001 FOR QUANTITIES.

5 REMOVE EXISTING SUBSTRATE IN THIS AREA ALL

THE WAY DOWN TO FRAMING. PRIOR TO FILLING IN

WITH NEW SHEATHING, USE OPEN AREA FOR

MATERIAL MOVEMENT.

6 REPLACE DAMAGED AND DETERIORATED WOOD

AROUND INTERIOR GUTTER. REPAIR GUTTER

SECTIONS TO MAKE A CONTINUOUS, FULLY

FUNCTIONING, INTERIOR GUTTER SYSTEM.

7 REMOVE AND REPLACE WOOD FASCIA, WOOD TRIM

AND DECORATIVE WOOD ITEMS.

8 REMOVE EXISTING ROOF HATCH.

9 REMOVE EXITING VALLEY FLASHING.

10 REMOVE DETERIORATED RAFTER TAILS.

11 REMOVE SLOTTED PARAPET WALL, TRIM, AND CAP.

12 EXISTING MAGNOLIA TREE, TRIM 10 LARGE

BRANCHES (BACK TO MAIN TRUNK) THAT ARE

POINTING TOWARD THE BUILDING OR OVER LOWER

ROOF.

13 EXISTING LARGE TREE, TRIM 10 LARGE BRANCHES

(BACK TO MAIN TRUNK) THAT ARE POINTING

TOWARD THE BUILDING.

14 EXISTING STEEL FIRE ESCAPE TO REMAIN.

15 REMOVE ALL VEGETATION FROM WHOLE

ELEVATION THIS WALL. AFTER REMOVAL, SPRAY

WALL WITH ENVIRONMENTALLY SAFE WEED KILL

TO PREVENT GROW BACK.

16 EXISTING LARGE TREE TO BE CUT DOWN AND

REMOVED OFFSITE. CUT 1'-0" +/- ABOVE GRADE.

17 REMOVE EXISTING SUBSTRATE IN THIS AREA

DOWN TO FRAMING.

18 REMOVE COPING.

19 REMOVE EXISTING BUILT IN COPPER GUTTER.

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

NORTH

0 4 8 16

A. CONTRACTOR TO ENSURE PROPER SAFETY

BARRIERS AND ENCLOSURES ARE PROVIDED AT

ALL ENTRY/EXIT POINTS FROM BUILDING WHERE

WORK IS BEING PERFORMED ABOVE.

B. ALL PERSONNEL TO WEAR PROPER SAFETY

DEVICES/FALL PROTECTION.

C. CONTRACTOR SHALL PROVIDE PROTECTION AS

PER OSHA REQUIREMENTS.

D. CONTRACTOR TO ASSUME ALL DEMOLITION OF

PAINT OR PAINTED WOOD OR METAL CONTAINS

LBP AND NEEDS TO BE ABATED PER SPEC

SECTION 02 83 33.13

E. ALL DIMENSIONS ON THE DRAWINGS HAVE BEEN

DETERMINED BASED ON MINIMAL AS-BUILT

INFORMATION AVAILABLE. CONTRACTOR TO

VERIFY ALL DIMENSIONS AND QUANTITIES PRIOR

TO SUBMITTING BID.

F. CONTRACTOR SHALL PROVIDE TEMPORARY

SHORING OF EXISTING ROOF STRUCTURE AS

NECESSARY FOR CONSTRUCTION LIVE LOADS.

G. APPROXIMATE HEIGHT TO EAVE FROM GRADE

AVERAGES APPROX. 30'-0". APPROXIMATE

HEIGHT TO LOW FRONT ROOF FROM GRADE

APPROX. 12'-0".

H. ATTIC ACCESS FOR WORKERS ACCEPTABLE

THROUGH BUILDING INTERIOR. POWER IS NOT

AVAILABLE AT THIS BUILDING SITE. ANY

ELECTRICAL POWER NEEDED SHALL BE

PROVIDED BY THE CONTRACTOR.

REFERENCE PHOTO LOW

ROOF AT ENTRANCE

W

AL

7 8

7 87 8 13

7 8 13

7 8

126'-11"

42'-8" 38'-0" 45'-4"

S L O

P E

/2 :1

SLOPE: 5 1/2:12

28'-0"

SLOPE: 4:12 SLOPE: 4:12

A-502

20.B 20.C 20.D 20.E 20.F 20.G 20.H 20.I 20.J

20.2

20.3

20.4

20.5

SLOPE: 5 1/2:12

7 8

A-501

A-501

1'-0" 26'-4" 26'-4" 26'-4" 1'-0"

171717

14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0"

100 S.F.

260 S.F.

100 S.F.

140 S.F.

20.A-101

20.A-101

S L O

P E

/2 :1

TYP.

TYP.

TYP.

ATTIC

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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20.A-101

BUILDING 20 ROOF PLAN

5 14RF

REPLACE ROOFS IN BLDGS.

19, 20, 50, 51, AND 62

CENTRAL ALABAMA VETERANS HEALTH CARE SYSTEM

2400 HOSPITAL ROAD

TUSKEGEE, AL 36083 JUNE 19, 2024

CONSTRUCTION DOCUMENTS

619A4-24-10223-069

WVS

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

BUILDING 20 ROOF PLAN

1 INSTALL NEW ASPHALT SHINGLE ROOF SYSTEM.

2 REPLACE EXISTING ROOF HATCH, MATCH EXISTING

HATCH SIZES. BASIS OF DESIGN: BILCO TYPE S

ROOF HATCH W/ LADDER OR EQUAL. INSTALL

FLASHING UP TO INTEGRAL CAP FLASHING ON

HATCH FRAME. REPLACE DETERIORATED WOOD

FRAMING FOR HATCH, ASSUME ALL WOOD TO BE

REPLACED.

3 NEW 16 OZ COPPER CRICKET W/SELF ADHERED

UNDERLAYMENT. AS PER SMACNA.

4 INSTALL NEW 60 MIL FLEECE BACK TPO ROOFING

ON NEW SHEATHING.

5 INSTALL NEW VALLEY FLASHING.

6 INSTALL NEW BASE FLASHING AT WALL PER ROOF

SYSTEM MANUFACTURER'S STANDARD DETAILS.

7 EXISTING INTEGRAL GUTTER WITH NEW COPPER

LINING, ENSURE PROPER CONNECTIONS TO ALL

DOWNSPOUTS AND ALL GUTTER SECTIONS.

8 REPLACE FASCIA, EAVES, SOFFITS AND OTHER

ROTTED OR DETERIORATED WOOD MATERIAL

BEFORE INSTALLING NEW FLASHING OR ROOF

MATERIAL. SEE SHEET A-001 FOR QUANTITIES.

9 INSTALL NEW 3/4" WOOD SHEATHING FLUSH WITH

EXISTING (APPROX. 140 S.F.).

10 INSTALL NEW 3/4" WOOD SHEATHING FLUSH WITH

EXISTING (APPROX. 260 S.F.).

11 INSTALL NEW 3/4" WOOD SHEATHING FLUSH WITH

EXISTING (APPROX. 100 S.F.).

12 NEW 16 OZ COPPER COPING, MATCH EXISTING

PROFILE.

13 INSTALL NEW RAFTER TAIL LENGTH MIN 4'-0"

(QUANTITY 12).

14 INSTALL NEW 3/4" WOOD SHEATHING. SLOPE

SHEATHING TO BUILT IN GUTTER VIA SHIMS.

15 SHINGLE OVER RIDGE VENT.

16 12 X 12 ROOF VENT. BASIS OF DESIGN: GAF,

MASTER FLOW ROOF LOUVER SSB960 METAL,

SLANT BACK. COLOR TO MATCH SHINGLES, OR

EQUAL.

17 INSTALL NEW FALL PROTECTION STANCHION. BOD:

FRONTLINE COMMERCIAL ROOF ANCHOR - R012 OR

EQUAL, TYPICAL.

18 INSTALL (3) LAYERS OF 2" XPS INSULATION ON TOP

OF EXISTING ATTIC SLAB. DEMOLISH ALL CONDUIT

AND PIPING TO ALLOW INSULATION TO LAY ON

ATTIC SLAB. SEAL ALL OPENINGS WITH FIRE

CAULKING. METHOD OF ATTACHMENT - ADHESIVE.

BASIS OF DESIGN: OWENS CORNING, FOAMULAR

250, 2" THICK, 4'X8' SHEETS, OR EQUAL ENTIRE

ATTIC AREA.

19 INSTALL NEW BUILT IN 16 OZ COPPER GUTTER,

PROFILE TO MATCH EXISTING, ALL WELDED SEAMS,

NEW 3" ROUND 18 OZ COPPER DOWNSPOUTS.

20 REBUILD SLOTTED PARAPET WALL, INCLUDING

FRAMING, WOOD TRIM TO MATCH EXISTING, AND

CAP. NEW PARAPET WALL TO MATCH EXISTING IN

HEIGHT AND APPEARANCE.

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

NORTH

0 4 8 16

A. CONTRACTOR TO ENSURE PROPER SAFETY

BARRIERS AND ENCLOSURES ARE PROVIDED AT

ALL ENTRY/EXIT POINTS FROM BUILDING WHERE

WORK IS BEING PERFORMED ABOVE.

B. ALL PERSONNEL TO WEAR PROPER SAFETY

DEVICES/FALL PROTECTION.

C. CONTRACTOR SHALL PROVIDE FALL PROTECTION

PER OSHA REQUIREMENTS.

D. ALL DIMENSIONS ON THE DRAWINGS HAVE BEEN

DETERMINED BASED ON MINIMAL AS-BUILT

INFORMATION AVAILABLE. CONTRACTOR TO

VERIFY ALL DIMENSIONS AND QUANTITIES PRIOR

TO SUBMITTING BID.

E. CONTRACTOR SHALL PROVIDE TEMPORARY

SHORING OF EXISTING ROOF STRUCTURE AS

NECCESSARY FOR CONTRUCTION LIVE LOADS.

F. APPROXIMATE HEIGHT TO EAVE FROM GRADE

AVERAGES APPROX. 30'-0".

G. ATTIC ACCESS FOR WORKERS ACCEPTABLE

THROUGH BUILDING INTERIOR.

H. ANY WOOD RAFTER DISCOVERED TO BE NON

STRUCTURALLY SOUND SHALL BE REPAIRED AS

PER DETAIL 9/A-502.

I. POWER IS NOT AVAILABLE AT THIS BUILDING SITE.

ANY ELECTRICAL POWER NEEDED SHALL BE

PROVIDED BY THE CONTRACTOR.

Scale: 1/4" = 1'-0"

BUILDING 20 SCHEMATIC SECTION

W

AL

H I J K L M N O P Q R S T U

V

W

X

Y

Z

AA

5 5 5

5 5

5 5

5 5

3 3 3

3 4

ENCLOSED CONNECTOR BRIDGE

BETWEEN BUILDINGS 50,51+62

39'-8"

38'-0"

S L O

P E

:1

S L O

P E

:1

SLOPE: 5:12"

SLOPE: 5:12"SLOPE: 5:12"

3 4

1 1

85'-9

73'-8"

TO EDGE OF BUILDING 51

A-501

A-501

A-501

7 7

10 10

124'-6" 10'-5" 124'-6"

18'-1" 23'-0" 23'-0" 22'-4" 23'-8" 11'-4" 15'-0" 11'-6" 23'-8" 22'-4" 23'-0" 23'-0" 18'-1"

111'-2" 37'-0" 111'-2"

259'-4"

86'-6" 86'-5" 86'-6"

TYP.

Engineers Architects

# DEMOLITION KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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50.AD101

BUILDING 50 DEMOLITION ROOF PLAN

6 14RF

REPLACE ROOFS IN BLDGS.

19, 20, 50, 51, AND 62

CENTRAL ALABAMA VETERANS HEALTH CARE SYSTEM

2400 HOSPITAL ROAD

TUSKEGEE, AL 36083 JUNE 19, 2024

CONSTRUCTION DOCUMENTS

619A4-24-10223-069

WVS

N O

R T

H0 4 8 16

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

BUILDING 50 DEMOLITION ROOF PLAN

1 REMOVE EXISTING ASPHALT SHINGLE ROOF

SYSTEM AND ALL PARTS OF ROOF SYSTEM

INCLUDING EXISTING SUBSTRATE.

2 REMOVE ALL ABANDONED EQUIPMENT,

SUPPORTS, PIPES, ANTENNAS, ETC. NOT IN USE.

3 REMOVE FLASHING FOR INSTALLATION OF NEW

ROOF SYSTEM.

4 REMOVE EXISTING BUILT UP ROOF SYSTEM

INCLUDING INSULATION, ETC. TO CONCRETE

SUBSTRATE.

5 EXISTING EXHAUST FANS TO BE REMOVED AND

INFILL OPENING IN CONCRETE SUBSTRATE.

6 REMOVE EXISTING ROTTED / DAMAGED

FASCIA/DRIP EDGE AROUND PERIMETER OF

ROOF.

7 EXISTING CAST STONE/CONCRETE COPING CAP

TO REMAIN.

8 REMOVE ALL SUBSTRATE PLANKS, TYPICAL.

9 EXISTING ROOF DRAINS TO BE REMOVED.

VERTICAL PIPE TO FIRST 90 DEGREE ELBOW AND

THE FIRST 90 DEGREE ELBOW TO BE REPLACED,

SEE DETAIL 4/A-502.

10 EXISTING CAST STONE NOTCH IN PARAPET WALL

TO REMAIN, TYPICAL.

11 EXISTING LARGE TREE TO BE CUT DOWN AND

REMOVED OFFSITE. CUT 1'-0" +/- ABOVE GRADE.

12 EXISTING LARGE TREE, TRIM 10 LARGE

BRANCHES (BACK TO MAIN TRUNK) THAT ARE

POINTING TOWARD THE BUILDING.

13 REMOVE EXISTING THRESHOLD.

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

A. CONTRACTOR TO ENSURE PROPER SAFETY

BARRIERS AND ENCLOSURES ARE PROVIDED AT

ALL ENTRY/EXIT POINTS FROM BUILDING WHERE

WORK IS BEING PERFORMED ABOVE.

B. ALL PERSONNEL TO WEAR PROPER SAFETY

DEVICES/FALL PROTECTION.

C. CONTRACTOR TO REMOVE ALL ROOF DRAIN

COVERS AND PROVIDE BLOW DOWN OF DRAIN

PIPES TO ENSURE NO BLOCKAGE.

D. CONTRACTOR SHALL PROTECT THE EXISTING

CONCRETE SLAB FROM DAMAGE DURING

CONSTRUCTION.

E. CONTRACTOR TO ASSUME ALL DEMOLITION OF

PAINT OR PAINTED WOOD OR METAL CONTAINS

LBP AND NEEDS TO BE ABATED PER SPEC

SECTION 02 83 33.13

F. ALL DIMENSIONS ON THE DRAWINGS HAVE BEEN

DETERMINED BASED ON MINIMAL AS-BUILT

INFORMATION AVAILABLE. CONTRACTOR TO

VERIFY ALL DIMENSIONS AND QUANTITIES PRIOR

TO SUBMITTING BID.

G. CONTRACTOR SHALL PROVIDE TEMPORARY

SHORING OF EXISTING ROOF STRUCTURE AS

NECESSARY FOR CONSTRUCTION LIVE LOADS.

H. THIS ROOFING PROJECT IS A COMPLETE TEAR

OFF AND RE-ROOF. EXIST ROOF HAS A 2 PLY

BUILT UP. INSULATION TYPE AND THICKNESS,

UNKNOWN. PRICE DEMOLITION OF 6" POLY ISO.

W

AL

H I J K L M N O P Q R S T U

V

W

X

Y

Z

AA

6 7

6 7

5 5

2 3

11 11

2 3

ENCLOSED CONNECTOR BRIDGE

BETWEEN BUILDINGS 50,51+62

124'-6" 10'-5" 124'-6"

18'-1" 23'-0" 23'-0" 22'-4" 23'-8" 11'-4" 15'-0" 11'-6" 23'-8" 22'-4" 23'-0" 23'-0" 18'-1"

111'-2" 37'-0" 111'-2"

259'-4"

12 12

12 12

12121212

S L O

P E

:1

S L O

P E

:1

SLOPE: 5:12"SLOPE: 5:12"

SLOPE: 5:12"

SLOPE: 5:12"

2 3

2 3 5

85'-9

73'-8"

TO EDGE OF BUILDING 51

A-501

A-501

A-502

A-502

A-501

8 8

CONTINUES

ON 51.A-101

86'-6" 86'-5" 86'-6"

DS

13DS13 DS

DS

2 3

2 3

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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50.A-101

BUILDING 50 ROOF PLAN

7 14RF

REPLACE ROOFS IN BLDGS.

19, 20, 50, 51, AND 62

CENTRAL ALABAMA VETERANS HEALTH CARE SYSTEM

2400 HOSPITAL ROAD

TUSKEGEE, AL 36083 JUNE 19, 2024

CONSTRUCTION DOCUMENTS

619A4-24-10223-069

WVS

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

BUILDING 50 ROOF PLAN

1 INSTALL NEW ASPHALT SHINGLE ROOF SYSTEM.

2 INSTALL NEW TPO ROOFING SYSTEM.

3 INSTALL ROOF INSULATION AND INSTALL MIN

R-33 POLY ISO INSULATION. APPLICATION

METHOD - LOW RISE FOAM.

4 EXISTING CAST STONE CONCRETE PARAPET

CAP, PRESSURE WASH CAP CLEAN.

5 INSTALL NEW BASE FLASHING AT WALL PER

ROOF SYSTEM VENDOR STANDARD DETAILS AND

RECOMMENDATIONS.

6 INSTALL NEW GUTTER AND DOWNSPOUTS TO

MATCH EXISTING SEE DETAIL 4/A-501.

7 REPLACE ALL FASCIAS, EAVES, SOFFITS, &

RAKES BEFORE INSTALLING FLASHING OR

REROOFING.

8 FILL ABANDONED CORE HOLES FROM

EQUIPMENT DEMOLITION WITH NON SHRINKING

CEMENTITIOUS GROUT. ACCEPTABLE METHODS

OF INSTALLATION. PLYWOOD FORMS BELOW OR

HOLE MOLE CORE HOLE FILLING SYSTEM OR

EQUAL.

9 INSTALL NEW ROOF DRAIN ASSEMBLY, REPLACE

EXISTING VERTICAL PIPE TO FIRST ELBOW AND

REPLACE FIRST 90 DEGREE ELBOW AND

RECONNECT TO EXISTING STORM.

10 REPLACE ALL SUBSTRATE PLANKS, WITH NEW

3/4" PT PLYWOOD, TYPICAL.

11 PATCH OPENINGS IN CONCRETE ROOF DECK

WHERE EQUIPMENT WAS REMOVED, SEE DETAIL

3/A-501.

12 INSTALL CRICKETS WITH TAPERED RIGID

INSULATION. ALL ANGLES TO BE 2:1 OR 3:1.

13 PROVIDE AND INSTALL 12"X24"X4" H MIN. PRE

CAST CONCRETE SPLASH BLOCK.

14 INTERNAL DRAINS NOT ABLE TO BE LOCATED AT

BUILDING 50, 51, 62, CONNECTOR DURING A/E

SURVEY. CONTRACTOR TO INCLUDE PRICING

FOR INSTALLATION OF 6 NEW ROOF DRAINS AT

CONNECTOR. INSTALLATION OF DRAIN VERTICAL

PIPE DOWN AND 90 ELBOW TO BE INCLUDED.

15 NEW BRAKE METAL THRESHOLD. 16 GA.

GALVANIZED METAL 3" VERTICAL LEG TO

EXTERIOR, HORIZONTAL = WIDTH OF WALL

VERTICAL LEG TO BE OVER NEW MEMBRANE.

TYPICAL (2) LOCATIONS.

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

N O R

TH0 4 8 16

A. CONTRACTOR TO ENSURE PROPER SAFETY

BARRIERS AND ENCLOSURES ARE PROVIDED AT

ALL ENTRY/EXIT POINTS FROM BUILDING WHERE

WORK IS BEING PERFORMED ABOVE.

B. ALL PERSONNEL TO WEAR PROPER SAFETY

DEVICES/FALL PROTECTION.

C. CONTRACTOR TO REMOVE ALL ROOF DRAIN

COVERS AND PROVIDE BLOW DOWN OF DRAIN

PIPES TO ENSURE NO BLOCKAGE.

D. CONTRACTOR TO VERIFY ALL EXISTING ROOF

CURBS, PENETRATIONS, OR ANYTHING

ATTACHED TO THE ROOF MEET ROOFING

MINIMUM HEIGHT REQUIREMENTS. NOTIFY COR

IMMEDIATELY PRIOR TO STARTING WORK.

E. CONTRACTOR SHALL PROVIDE PROTECTION

STRUCTURES AS NECESSARY AT ALL

WALKWAYS.

F. CONTRACTOR SHALL PROTECT THE EXISTING

CONCRETE SLAB FROM DAMAGE DURING

CONSTRUCTION.

G. CONTRACTOR TO ASSUME ALL DEMOLITION OF

PAINT OR PAINTED WOOD OR METAL CONTAINS

LBP AND NEEDS TO BE ABATED PER SPEC

SECTION 02 83 33.13.

H. ALL DIMENSIONS ON THE DRAWINGS HAVE BEEN

DETERMINED BASED ON MINIMAL AS-BUILT

INFORMATION AVAILABLE. CONTRACTOR TO

VERIFY ALL DIMENSIONS AND QUANTITIES PRIOR

TO SUBMITTING BID.

I. CONTRACTOR TO ENSURE ROOFS SLOPE TO

DRAINS, MINIMUM ROOF SLOPE 1/4" = 1'-0".

J. CONTRACTOR SHALL PROVIDE TEMPORARY

SHORING OF EXISTING ROOF STRUCTURE AS

NECESSARY FOR CONTRUCTION LIVE LOADS.

K. PENTHOUSE ROOF SLOPE IS 5:12 FOR PITCHED

ROOF.

L. NEW ROOFING SYSTEM: INSTALL VAPOR BARRIER

ON EXISTING CONCRETE DECK (BASIS OF

DESIGN, GAF SA VAPOR RETARDER XL, OR

EQUAL). R-33 PLYISO INSULATION, ADHERED,

LOW RISE FOAM. 5/8" GYPSUM COVER BOARD,

ADHERED, LOW RISE FOAM, AND 60 MIL FLEECE

BACK, ADHERED, LOW RISE FOAM. (BASIS OF

DESIGN, EVERGAURD TPO FLEECE BACK

MEMBRANE OR EQUAL).

M. INTERNAL DRAINS NOT ABLE TO BE LOCATED AT

BUILDING 50, 51, 62, CONNECTOR DURING A/E

SURVEY. CONTRACTOR TO INCLUDE PRICING

FOR INSTALLATION OF 6 NEW ROOF DRAINS AT

CONNECTOR. INSTALLATION OF DRAIN VERTICAL

PIPE DOWN AND 90 ELBOW TO BE INCLUDED.

W

AL

51.K

51.5

51.L 51.M 51.N 51.O 51.P 51.Q 51.R 51.S 51.T 51.U

51.6

51.7

51.9

51.10

51.11

51.12

2 2

1 1 1

3 3

6 6

3 3

6 3 11

ENCLOSED CONNECTOR

BRIDGE BETWEEN

BUILDINGS 50,51+62.

HEIGHT FROM GRADE

APPROX. 16'-0".

12'-0"

T O

T U

R N

I N

C O

N N

E C

T O

R

T O

T U

R N

I N

C O

N N

E C

T O

R

14 14 14

11 11

9'-6" 53'-0" 66'-0" 20'-0"

54'-0" 54'-0" 32'-0"

T O

T U

R N

I N

C O

N N

E C

T O

R

13'-3" 13'-3" 13'-3" 13'-3" 13'-9" 13'-9" 13'-9" 13'-9" 13'-3" 18'-10"

8 8

Engineers Architects

# DEMOLITION KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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.r v t

51.AD101

BUILDING 51 DEMOLITION ROOF PLAN

8 14RF

REPLACE ROOFS IN BLDGS.

19, 20, 50, 51, AND 62

CENTRAL ALABAMA VETERANS HEALTH CARE SYSTEM

2400 HOSPITAL ROAD

TUSKEGEE, AL 36083 JUNE 19, 2024

CONSTRUCTION DOCUMENTS

619A4-24-10223-069

WVS

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

BUILDING 51 DEMOLITION ROOF PLAN

1 REMOVE EXISTING BUILT UP ROOF SYSTEM

INCLUDING INSULATION, ETC. TO CONCRETE

SUBSTRATE.

2 REMOVE ALL ABANDONED EQUIPMENT, SUPPORTS,

PIPES, ANTENNAS, ETC. NOT IN USE. CONFIRM

ABANDONED ITEMS WITH COR PRIOR TO REMOVAL.

3 REMOVE FLASHING.

4 REMOVE EXISTING LOW PROFILE EDGE MATERIAL

FOR BUILT UP ROOF SYSTEM.

5 EXISTING VTR TO BE REMOVED.

6 EXISTING CAST STONE/CONCRETE COPING CAP TO

REMAIN.

7 EXISTING METAL COPING TO REMAIN, REMOVE AS

NECESSARY TO REROOF AREA.

8 EXISTING ROOF DRAINS TO BE REMOVED.

9 REMOVE THROUGH WALL SCUPPER.

10 BRICK DAMAGE AND STONE COPING DISPLACEMENT.

REBUILD ALL LAYERS OF BRICK (APPROX. 100 S.F.)

AND RE-SET 20 L.F. OF STONE COPING.

11 EXISTING ROOF DRAINS TO BE REMOVED. VERTICAL

PIPE TO EXISTING STORM SEWER BELOW TO BE

REPLACED. BLOW OUT DRAIN TO ENSURE THERE IS

NO BLOCKAGE. SEE DETAIL 4/A-502

12 EXISTING LARGE TREE TO BE CUT DOWN AND

REMOVED OFFSITE. CUT 1'-0" +/- ABOVE GRADE.

13 REMOVE EXISTING COPPER COPING.

14 REMOVE EXISTING SLOPED COPPER.

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

NORTH

0 4 8 16

A. CONTRACTOR TO ENSURE PROPER SAFETY

BARRIERS AND ENCLOSURES ARE PROVIDED AT

ALL ENTRY/EXIT POINTS FROM BUILDING WHERE

WORK IS BEING PERFORMED ABOVE.

B. ALL PERSONNEL TO WEAR PROPER SAFETY

DEVICES/FALL PROTECTION.

C. CONTRACTOR TO REMOVE ALL ROOF DRAIN

COVERS AND PROVIDE BLOW DOWN OF DRAIN

PIPES TO ENSURE NO BLOCKAGE. DRAIN PIPING

TO BE REPLACED TO FIRST 90 DEGREE ELBOW.

D. CONTRACTOR SHALL PROTECT THE EXISTING

CONCRETE SLAB FROM DAMAGE DURING

CONSTRUCTION.

E. CONTRACTOR SHALL PROVIDE PROTECTION

STRUCTURES AS NECESSARY AT ALL

WALKWAYS.

F. CONTRACTOR SHALL PROTECT THE EXISTING

CONCRETE SLAB FROM DAMAGE DURING

RESTORATION.

G. CONTRACTOR TO ASSUME ALL DEMOLITION OF

PAINT OR PAINTED WOOD OR METAL CONTAINS

LBP AND NEEDS TO BE ABATED PER SPEC

SECTION 02 83 33.13

H. ALL DIMENSIONS ON THE DRAWINGS HAVE

BEEN DETERMINED BASED ON MINIMAL AS-BUILT

INFORMATION AVAILABLE. CONTRACTOR TO

VERIFY ALL DIMENSIONS AND QUANTITIES

PRIOR TO SUBMITTING BID.

J. CONTRACTOR SHALL PROVIDE TEMPORARY

SHORING OF EXISTING ROOF STRUCTURE AS

NECESSARY FOR CONSTRUCTION LIVE LOADS.

W

AL

51.K

51.5

51.L 51.M 51.N 51.O 51.P 51.Q 51.R 51.S 51.T 51.U

51.6

51.7

51.9

51.10

51.11

51.12

1 3

10 10 10

2 3

2 3

2 3

ENCLOSED CONNECTOR

BRIDGE BETWEEN

BUILDINGS 50,51+62

9'-6" 53'-0" 66'-0" 20'-0"

12'-0"

66 6

88 5

54'-0" 54'-0" 32'-0"

2 3

2 3

T O

T U

R N

I N

C O

N N

E C

T O

R

T O

T U

R N

I N

C O

N N

E C

T O

R

6 6

6 6

CONTINUES

ON 62.A-101

CONTINUES

ON 50.A-101

13'-3" 13'-3" 13'-3" 13'-3" 13'-9" 13'-9" 13'-9" 13'-9" 13'-3" 18'-10"

6 6

MAIN ROOF

EAST ROOF

CANOPY ROOF

6 6 6 6

WEST ROOF

151515

A-503

2 3

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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51.A-101

BUILDING 51 ROOF PLAN

9 14RF

REPLACE ROOFS IN BLDGS.

19, 20, 50, 51, AND 62

CENTRAL ALABAMA VETERANS HEALTH CARE SYSTEM

2400 HOSPITAL ROAD

TUSKEGEE, AL 36083 JUNE 19, 2024

CONSTRUCTION DOCUMENTS

619A4-24-10223-069

WVS

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

BUILDING 51 ROOF PLAN

1 INSTALL NEW 60 MIL FLEECE BACK TPO MEMBRANE

(LOW RISE FOAM) OVER 2" POLY STYRENE (LOW

RISE FOAM).

2…