Attachment 8 - Replace Roof on Building 1 Construction Drawings.pdf

NOT TO SCALE

PROJECT SITE

N

NOT TO SCALE

N

VICINITY MAP

PAGE

SHEET

TITLE

00-GENERAL

1 GI001 TITLE SHEET X

2 GI002 PROJECT INFORMATION SHEET

01-ARCHITECTURAL

A100 COORDINATION & MANAGEMENT PLAN

A101

SHEET INDEX

25%

SUBMISSION

50%

SUBMISSION

75%

SUBMISSION

DEMOLITION ROOF PLAN

X

A102 NEW ROOF PLAN

A501 ROOF DETAILS

A502 ROOF DETAILS

XMH001 MECHANICAL NOTES, LEGENDS & ABBREVIATIONS

MD101 MECHANICAL DEMOLITION PLAN - ROOFS U AND V

MH101 MECHANICAL PLAN - ROOFS "B,F,H,I, M,U"

XMH501 MECHANICAL DETAILS

X

E001 GENERAL NOTES & LEGEND

LPD101 LIGHTNING PROTECTION DEMOLITION PLAN

100%

SUBMISSION

CONSTRUCTION

DOCUMENTS

02-MECHANICAL

03-ELECTRICAL

03-LIGHTNING PROTECTION

X

X

X

X

X

X

X

XED101 ELECTRICAL DEMOLITION PLAN

XEP101 ELECTRICAL NEW WORK PLAN

X

A503 ROOF DETAILS

A504 ROOF DETAILS

X

X

XA104 LIFE SAFETY & FALL PROTECTION PLAN

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

MD102 MECHANICAL DEMOLITION PLAN - ROOFS B,F,H,I,M

X

A103 NEW ROOF DRAINAGE PLAN

X

X

X

X

3 GI003

4 GI004

FALL PROTECTION DURING CONSTRUCTION

SHEDDING PLAN

A105 DORMERS AND FLASHING X

X

X

X

X

X

X

X

X

X

PL001 PLUMBING NOTES, LEGENDS AND ABBREVIATIONS

PL101 - ROOF U,V

PL103 PLUMBING PLAN - ROOF B,I,F,H

PL501 PLUMBING DETAILS AND SCHEDULES

03-PLUMBING

PL102 PLUMBING PLAN - ROOF, M,U

X

X

X

X

X

X

X

X

X

X

X

X

X

X

LP101 LIGHTNING PROTECTION PLAN

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

A505

A506

SLATE ROOF DETAILS

SLATE ROOF DETAILS

LP501 LIGHTNING PROTECTION DETAILS X X32

GI001

SD JL

REPLACE ROOF ON BUILDING 1

CONTRACT NO.: 36C24723C0077

PROJECT NO.: 619-23-101

PROJECT SITE

o n e e i g h t h i n c o e f o t t h r e e i n c h e s o t o n e a d a l f i n c h e o t o n e i n o t t h r e e q u a r t e r s i n o t o n e h a l f i n o t t h r e e e i g h t h s i n o t o n e q u a r t e r i n o t

VA FORM 08-6231, OCT 1978

A

123456789

123456789

B

C

D

A

B

C

D

E

F

Drawing Title Project Title

Checked

Building Number

Drawn

Revisions: Date

Project No.

Drawing No.

Location

Sheet of

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

V e t e r a n s

A f f a i r s

Approved: Associate Director

Approved: Chief of Staff

Approved: Service Chief

Approved: GEMS Coordinator

Approved: Infection Control Officer

Approved: Safety Manager

Approved: Chief of Mental Health Service

Approved: Chief of Police

Approved: Energy EngineerApproved: Patient Safety Nurse

Approved: Chief of Facility Management Svc.

Approved: Medical Center Director

MONTGOMERY, ALABAMA

Date

2024.09.17

619-23-101

REPLACE ROOF ON BUILDING 1

D a t e

P l o t t e d

Rev. No.:

INCORPORATED

ENGINEERS

ARCHITECTS

CONSTRUCTORS

E

F

TITLE SHEET

S T

A

TE OF A LA BA

M A

R E

G

ISTERED A RCHIT

E C

T

PLUMBING PLAN

JSN

9' - 0"

DRAFTING SYMBOLS LEGEND

A

1F157B

AE201

AE201

AE211

0'-0" = 93.25

FIRST FLOOR

P-01

SCOPE INDICATORS

DRAWING TITLE

DETAIL CALLOUT

DETAIL INDICATOR FOR SMALL CONDITIONS

ELEVATION INDICATOR, EXTERIOR

ELEVATION INDICATOR,

INTERIOR, MULTIPLE VIEW

BUILDING SECTION INDICATOR

SPACE IDENTIFICATION

OPENING INDICATOR

WINDOW INDICATOR

EQUIPMENT INDICATOR

SHEET NOTES

PARTITION TYPE INDICATOR

NORTH ARROW

INDICATES TRUE NORTH

EXISTING

INDICATES COLUMN

LINE DESIGNATION

COLUMN LINE INDICATORS

DRAWING REVISION INDICATOR

EXISTING CONSTRUCTION TO

REMAIN

EXISTING CONSTRUCTION TO BE

REMOVED

NEW CONSTRUCTION

VV ITEM - GOVERNMENT FURNISHED /

GOVERNMENT INSTALLED

VC ITEM - GOVERNMENT FURNISHED /

CONTRACTOR INSTALLED

ELEVATION INDICATOR

WALL FINISH INDICATOR

CC ITEM - CONTRACTOR FURNISHED /

CONTRACTOR INSTALLED

N

1/8" = 1'-0"

View Name

BA3034

CASEWORK TAG

SECOND PAIR INDICATES COUNTERTOP

HEIGHT (I.E. 34").

FIRST PAIR OF NUMBERS INDICATES UNIT

WIDTH (I.E. 30").

LETTER PAIR INDICATES CASEWORK

FAMILY: SEE CASEWORK DETAILS.

TOILET ACCESSORY TAG

XXXX

A

NEW

INDICATES COLUMN

LINE DESIGNATION

CEILING HEIGHT INDICATOR

ROOM NAME

1A105

AE201

WALL SECTION INDICATOR

AE201

WALL DETAIL INDICATOR

AE501

AE501

D #1

DEDUCTIVE ALTERNATE INDICATOR

A_4A

CC CONTRACTOR FURNISHED, CONTRACTOR INSTALL

VC GOVERNMENT FURNISHED, CONTRACTOR INSTALLED

VV GOVERNMENT FURNISHED, GOVERNMENT INSTALLED

A.C. AIR CONDITIONED

A.H.U. AIR HANDLING UNIT

ALT. ALTERNATIVE

ALUM. ALUMINUM

A.O. ACCESS OPENING

APPROX. APPROXIMATELY

ARCH. ARCHITECTURAL

ACMU ARCHITECTURAL CONC. MASONRY UNIT

ACT ACOUSTIC CEILING TILE

AV AUDIO VISUAL

BD. BOARD

BLDG. BUILDING

BM. BEAM

BOT. BOTTOM

BRG. BEARING

CABT. CABINET

CAP. CAPACITY

CCTV CLOSED CIRCUIT TV

C.A. CEILING DIFFUSER

C.A.P. CEILING ACCESS PANEL

CEM. CEMENT

CIRC. CIRCULATING

C.J. CONTROL JOINT

CLG. CEILING

C.M.U. CONCRETE MASONRY UNIT

C.O. CLEAN OUT

COL. COLUMN

CONC. CONCRETE

CONN. CONNECTION

CONST. CONSTRUCTION

CONT. CONTINUOUS

C.T. CERAMIC TILE

C.T.B. CERAMIC TILE BASE

DET. DETAIL

DIA. DIAMETER

DIFF. DIFFUSER

DIM. DIMENSION

DN. DOWN

DR. DRAIN

D.S. DOWN SPOUT

DWG.(S) DRAWINGS(S)

EA. EACH

E.F. EXHAUST FAN

ELEV. ELEVATION

ELEC. ELECTRICAL

EQUIP. EQUIPMENT

E.W.C. ELECTRIC WATER COOLER

EL. EXHAUST

EXP. JT. EXPANSION JOINT

EXT. EXTERIOR

EXIST. EXISTING

STANDARD ABBREVIATIONS

NOT ALL ABBREVIATIONS USED

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

OH. OVERHEAD

OPNG. OPENING

PART. PARTITION

PEMB PRE-ENGINEERED

PL. PLATE

PLBG. PLUMBING

PLYW'D PLYWOOD

PNL. PANEL

PRESS. PRESSURE

PSF POUNDS/SQUARE FOOT

PSI POUNDS/SQUARE INCH

P.T. PRESSURE TREATED

QTR. QUARTER

R.A. RETURN AIR

RAD. RADIUS

RCP REFLECTED CEILING PLAN

RD. ROUND

REC'D RECESSED

RECP. RECEPTACLE

REINF. REINFORCING

REQ. REQUIRED

RM. ROOM

SAB SOUND ATTENUATION

S.A. SUPPLY AIR

SCHD. SCHEDULE

S.D. SOAP DISPENSER

SECT. SECTION

SHT. SHEET

S.J. SLIP JOINT

SPEC. SPECIFICATIONS

SQ. FT. SQUARE FEET

STL. STEEL

STOR. STORAGE

STRUCT. STRUCTURAL

SUSP. SUSPENDED

T., TLT. TOILET

U. TELEPHONE

THD. THRESHOLD

TOIL. TOILET

TYP. TYPICAL

U.N.O. UNLESS NOTED

V.C.T. VINYL TILE

VENT. VENTILATION

VERT. VERTICAL

W/ WITH

WD. WOOD

F.A. FIRE ALARM

F.D. FLOOR DRAIN

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER CABINET

FIN. FINISH

FL. FLOOR

F.O. FACE OF

FR. FRAME

FT. FOOT, FEET

FTG. FOOTING

GA. GAGE

GAL. GALLON

GALV. GALVANIZED

GL. GLASS

GND. GROUND

GOV'T GOVERNMENT

G.P.H. GALLONS/HOUR

G.P.M. GALLONS/MINUTE

GR. GRILLE

G.B. GYPSUM BOARD

H.B. HOSE BIBB

H.C. HOLLOW CORE

HEWC HANDICAPPED ELECTRICAL

HT. HEIGHT

H.M. HOLLOW METAL

HR. HOUR

HTG. HEATING

HTR. HEATER

HW. HARDWARE

IN. INCHES

INSUL. INSULATION

INT. INTERIOR

J.B. JUNCTION BOX

JCT. JUNCTION

JT. JOINT

LB., # POUND

L.P. LIGHTING PANEL

LTG. LIGHTING

MAINT. MAINTENANCE

MAX. MAXIMUM

MECH. MECHANICAL

MTL. METAL

MIN. MINIMUM

MISC. MISCELLANEOUS

M.O. MASONRY OPENING

M.T. METAL THRESHOLD

MTD. MOUNTED

MTG. MOUNTING

N.A. NOT APPLICABLE

N.I.C. NOT IN CONTACT

NO. NUMBER

WATER COOLER

OTHERWISE

BLANKET

MANUF. BUILDING

SEISMIC

1. CONTRACTOR SHALL PROVIDE EVERYTHING NEEDED FOR INFECTIOUS CONTAINMENT/CONTROL SYSTEM. SOME ITEMS MAY INCLUDE, BUT NOT LIMITED TO, CONSTRUCTION ZONE

SIGNS, HEPA FILTERS, AIR SCRUBBERS, ETC. CONTACT RESIDENT ENGINEER, FACILITY INFECTIOUS CONTROL RISK ASSESSMENT TEAM (ICRA) FOR FULL PROCEDURE

REQUIREMENTS.

2. IT IS RECOMMENDED THAT THE CONTRACTOR UTILIZE MOVEABLE CONTAINMENT SYSTEM, CONSTRUCTED OF A MINIMUM 6MIL POLY OR PREFABRICATED ZIP WALL THAT CAN BE

SEALED TO WORK AREAS. THE INTEGRITY OF THE BARRIER WALLS MUST ASSURE A COMPLETE SEAL OF THE CONSTRUCTION AREA FROM ADJACENT AREAS.

3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT CONTAINMENT/CONTROL SYSTEM PLAN TO COR FOR APPROVAL, INCLUDING PERIODIC STATUS REPORTS, AND SUBMIT

TO THE VA RESIDENT ENGINEER AND FACILITY ICRA TEAM FOR REVIEW FOR COMPLIANCE WITH CONTRACT REQUIREMENTS. ALL PERSONNEL INVOLVED IN THE CONSTRUCTION

SHALL BE EDUCATED AND TRAINED IN INFECTION PREVENTION MEASURES ESTABLISHED BY THE MEDICAL CENTER AND SHALL FOLLOW INFECTION CONTROL PROCEDURES.

4. IN EACH CONSTRUCTION AREA, THE CONTRACTOR SHALL UTILIZE A 120V HEPA FILTER EQUIPPED AIR SCRUBBER MACHINE.

5. DO NOT REMOVE CONSTRUCTION BARRIERS FROM WORK AREA UNTIL COMPLETED PROJECT IS SIGNED OFF BY COR AND VA'S INFECTION CONTROL DEPARTMENT.

6. PROVIDE DUST "STICKY" MAT AT ENTRANCE/EXIT OF CONSTRUCTION AREA AND REPLACE OR CLEAN WHEN NO LONGER EFFECTIVE.

7. ALL FURNITURE AND EQUIPMENT SHALL BE PROTECTED DURING DEMOLITION AND CONSTRUCTION.

INFECTIOUS CONTROL NOTES

INFECTIOUS CONTROL PROCEDURES

1. HOSPITAL STAFF SHALL ENSURE THE REMOVAL OF ANY MEDICAL WASTE, INCLUDING SHARPS CONTAINERS, FROM AREAS TO BE RENOVATED, PRIOR TO THE START OF THE

PROJECT.

2. INFECTION CONTROL SHALL BE NOTIFIED BY FACILITIES MANAGEMENT STAFF IMMEDIATELY IF UNEXPECTED MEDICAL WASTE IS ENCOUNTERED.

MEDICAL WASTE

1. ISOLATE HVAC SYSTEM IN AREA WHERE WORK IS TO BE DONE TO PREVENT CONTAMINATION OF DUCT SYSTEM.

2. MAINTAIN NEGATIVE AIR PRESSURE AT ALL TIMES, WITH NO DISRUPTION OF THE AIR SYSTEMS OF THE ADJACENT AREAS. INSTALL HEPA (HIGH EFFICIENCY PARTICULATE

ACCUMULATOR) FILTER VACUUM SYSTEM RATED AT 95% CAPTURE OF 0.3 MICRONS INCLUDING (EFFECTIVE FOR POLLEN, MOLD SPORES AND DUST PARTICLES). THERE SHALL BE NO

RE-CIRCULATION OF AIR, AND VENTILATION FILTERS SHALL BE CHANGED AS NEEDED. CONTRACTOR SHALL ALSO ENSURE THAT CONSTRUCTION EXHAUST TO THE OUTSIDE OF THE

BUILDING IS NOT RE-ENTERING THE MEDICAL CENTER THROUGH INTAKE VENTS, OR BUILDING OPENINGS. CONTRACTOR SHALL PROVIDE HEPA FILTRATION WHERE THE EXHAUST

DUST MAY RE-ENTER THE BREATHING ZONE. HEPA FILTERS SHALL HAVE ASHRAE 85 OR OTHER PRE-FILTER TO EXTEND THE USEFUL LIFE OF THE HEPA.

3. PROVIDE, BOTH, PRIMARY AND SECONDARY FILTRATION UNITS. EXHAUST HOSES SHALL BE HEAVY DUTY, FLEXIBLE STEEL REINFORCED AND EXHAUSTED SO THAT DUST IS NOT

RE-INTRODUCED TO THE MEDICAL CENTER.

4. EXISTING VENTILATION EQUIPMENT SHALL BE PROTECTED WITH FILTER MEDIA. AN AUXILIARY AIR FILTRATION SYSTEM SHALL BE USED ALONG WITH HEPA FILTERS TO PROTECT

INDOOR AIR QUALITY.

5. SEE MECH. SHEETS FOR PROTECTION OF THE AIR INTAKE LOCATIONS, TO PREVENT HAZARDOUS AIR FROM ENTERING THE BUILDING.

ENVIRONMENTAL CONTROL

1. DESIGNATED ENTRY AND EXIT PROCEDURES SHALL BE COORDINATED WITH THE VA (IN CONJUNCTION WITH ANY NECESSARY INTERIM LIFE SAFETY MEASURES) FOR THE PROJECT.

2. ALL EGRESS PATHWAYS SHALL BE FREE OF DEBRIS.

3. UNAUTHORIZED PERSONNEL SHALL NOT BE ALLOWED TO ENTER THE CONSTRUCTION ZONE.

4. ONLY DESIGNATED ELEVATORS SHALL BE USED FOR CONSTRUCTION ACTIVITIES DURING SCHEDULED TIMES.

5. WHEN USING DEMOLITION CHUTES, CHUTE OPENINGS SHALL BE SEALED WHEN NOT IN USE. THE CHUTE AND DAMPER SHALL BE SPRAYED WITH WATER, AS NECESSARY, TO

MAINTAIN DUST CONTROL.

6. ANY CEILING ACCESS PANELS OPENED FOR INVESTIGATION BEYOND SEALED AREAS SHALL BE CLOSED IMMEDIATELY WHEN UNATTENDED.

TRAFFIC CONTROL

1. THE CONSTRUCTION ZONE AND ADJACENT AREAS SHALL BE MAINTAINED IN A CLEAN AND SANITARY MANNER BY THE CONTRACTORS AND SHALL BE SWEPT AND MOPPED DAILY OR

MORE FREQUENTLY AS NEEDED TO MINIMIZE DUST GENERATION.

2. ALL EQUIPMENT, TOOLS, MATERIAL, ETC. TRANSPORTED THROUGH OCCUPIED AREAS SHALL BE MADE FREE FROM DUST AND MOISTURE BY VACUUMING AND WIPE DOWN. USING A

HEPA VACUUM, CLEAN INSIDE THE BARRIER AND VACUUM CEILING TILE PRIOR TO REPLACEMENT. ALL TRANSITION AREAS FROM CONSTRUCTION TO THE OCCUPIED MEDICAL

CENTER SHALL BE VACUUMED AND WET MOPED AT THE END OF EACH WORKDAY.

3. ALL DEBRIS SHALL BE REMOVED AS IT IS GENERATED, DURING LOW TRAFFIC HOURS OR AFTER HOURS IN A CLEAN, COVERED, SEALED CART; APPROVED BY THE COR. NO DEBRIS

SHALL BE HAULED THROUGH PATIENT-CARE AREAS WITHOUT PRIOR APPROVAL OF THE COR AND THE MEDICAL CENTER. WHEN, APPROVED, DEBRIS SHALL BE HAULED IN

ENCLOSED DUST PROOF, TIGHTLY FITTED CONTAINERS, USING SPECIFIC TRAFFIC PATTERNS DAILY. PROJECT SUPERINTENDENT SHALL OVERSEE THIS AFTER APPROVAL FROM

RESIDENT ENGINEER.

CLEANING

1. CLOTHING SHALL BE FREE OF DUST AND DEBRIS PRIOR TO EXITING THE CONSTRUCTION ZONE:

2. PERSONAL PROTECTIVE EQUIPMENT, INCLUDING FACE SHIELD, GLOVES, AND N95 RESPIRATORS SHALL BE UTILIZED AS APPROPRIATE.

3. ALL CONSTRUCTION PERSONNEL ENTERING STERILE/INVASIVE PROCEDURE AREAS, SHALL WEAR A DISPOSABLE JUMP SUITE, HEAD COVERING AND SHOE COVERINGS WHICH MUST

BE REMOVED PRIOR TO EXITING THE WORK AREA. CONTACT COR FOR SPECIFIC INSTRUCTIONS.

PERSONAL REQUIREMENTS

1. REMOVE BARRIER MATERIAL CAREFULLY TO MINIMIZE SPREADING OF DIRT AND DEBRIS ASSOCIATED WITH CONSTRUCTION.

2. VACUUM WORK AREA WITH HEPA FILTERED VACUUM.

3. WET MOP WORK AREA WITH DISINFECTANT.

4. REMOVE ISOLATION OF HVAC SYSTEMS IN AREAS WHERE WORK IS BEING PERFORMED.

PROJECT COMPLETION

1. CONTRACTOR IS TO REVIEW INFECTIOUS CONTROL PROCEDURES, PROVIDED BY THE VA'S INFECTION CONTROL DEPARTMENT, INCLUDING LOCATION AND DETAILS OF BARRIERS

PRIOR TO START OF PROJECT.

2. CONTRACTOR SHALL SUBMIT PRODUCT DATA FOR REVIEW.

SUBMITTALS

1. CONSTRUCTION BARRIERS SHALL CONSIST OF 6 MILL. THICK FIRE RETARDANT PLASTIC SHEETS, OR PREFABRICATED ZIP WALLS WITH 120V HEPA FILTER EQUIPED AIR SCRUBBER.

2. DISINFECTANT AS APPROVED BY VA HOSPITAL.

PRODUCTS AND MATERIALS

NOT ALL SYMBOLS USED

NTS NOT TO SCALE

A.F.F. ABOVE FINISHED FLOOR

E.J.C. EXPANSION JOINT COVER

MONTGOMERY, AL SEISMIC ZONE A -B

ELEMENTS OF STRUCTURES, NONSTRUCTURAL COMPONENTS, AND EQUIPMENT SUPPORTED BY STRUCTURES FOR CRITICAL AND ESSENTIAL FACILITIES

1. IN STRUCTURES ASSIGNED TO SEISMIC DESIGN CATEGORY C, D, E, OR F, PERMANENT EQUIPMENT AND NONSTRUCTURAL COMPONENTS AND THEIR

ATTACHMENTS, AND THE STRUCTURE-SUPPORTED ATTACHMENTS OF PERMANENT EQUIPMENT SHALL BE DESIGNED TO RESIST TOTAL DESIGN FORCES

PRESCRIBED IN ASCE 7, CHAPTER 13 AS MODIFIED BY THIS DOCUMENT.

EXCEPTIONS: SEISMIC RESTRAINT MAY BE OMITTED FOR THE FOLLOWING INSTALLATIONS:

A. GAS AND MEDICAL PIPING LESS THAN ONE INCH INSIDE DIAMETER;

B. ALL OTHER PIPING LESS THAN 2 ½ INCH INSIDE DIAMETER EXCEPT FOR AUTOMATIC FIRE SUPPRESSION SYSTEMS;

C. ALL ELECTRICAL CONDUITS, LESS THAN 2 ½ INCH INSIDE DIAMETER;

D. ALL RECTANGULAR AIR HANDLING DUCTS LESS THAN SIX SQUARE FEET IN CROSS SECTIONAL AREA;

E. ALL ROUND AIR HANDLING DUCTS LESS THAN 28 INCHES IN DIAMETER;

F. EQUIPMENT WEIGHING LESS THAN 400 LBS, SUPPORTED AND ATTACHED DIRECTLY ON THE FLOOR; AND

G. EQUIPMENT WEIGHING LESS THAN 20 LBS SUSPENDED FROM THE ROOF OR FLOOR OR HUNG FROM THE WALL.

2. IN STRUCTURES ASSIGNED TO SEISMIC DESIGN CATEGORY C, D, E, OR F, PERMANENT EQUIPMENT AND COMPONENTS ARE TO HAVE SPECIAL SEISMIC

CERTIFICATION IN ACCORDANCE WITH REQUIREMENTS OF SECTION 13.2.2 OF ASCE 7 EXCEPT FOR EQUIPMENT AND COMPONENTS THAT ARE CONSIDERED

RUGGED AS LISTED IN SECTION 2.2 OF OSHPD CODE APPLICATION NOTICE CAN NO. 2-1708A.5, AND SHALL COMPLY WITH SECTION 13.2.6 OF ASCE 7.

6. THE WORK PERFORMED ABOVE OPERATING ROOMS SHALL BE PERFORMED ON WEEKENDS, A PROPOSED SCHEDULE SHALL BE APPROVED BY

THE VA CO OR COR.

7. THE CONTRACTOR SHALL PROVIDE A DETAILED PHASING PLAN FOR REVIEW AND APPROVAL BY THE CONTRACTING OFFICER. THE PLAN SHALL

INCLUDE AS A MINIMUM:

A. FOR EACH PHASE, THE FOLLOWING:

1) DATE OF COMMENCEMENT AND COMPLETION.

2) PLAN SHOWING LIMITS OF WORK, TEMPORARY BARRIERS, ACCESS POINTS AND ALTERATIONS TO EGRESS FOR OCCUPIED PORTIONS OF

THE FACILITY AS MAY BE REQUIRED.

B. FOR THE ENTIRE PROJECT:

1) LIMITS OF WORK FOR EACH PHASE.

2) THE PROPOSED LAY-DOWN AND STORAGE AREAS, CONTRACTOR PARKING AND TEMPORARY OFFICE TRAILER FOR EACH PHASE.

8. WORK ON ROOFS X,T,O AND P SHALL BE PERFORMED ON WEEKENDS.

9. ALL SCAFFOLDING AND FALL PROTECTION BRIDGING FOR ALL ROOFS SHALL BE COORCINATED WITH THE VA COR PRIOR TO PLACEMENT AND SHALL

NOT DISRUPT ACCESS/EGRESS TO THE AREAS BELOW THESE ROOFS.

PHASING PLAN

1. THE WORK OF THE PROJECT SHALL BE PERFORMED IN THE INCREMENTS OF WORK HEREINAFTER REFERRED TO AS PHASES. EACH PHASE SHALL CONSIST OF

DEMOLITION, TEMPORARY SERVICES IF NECESSARY AND OTHER WORK AS REQUIRED TO COMPLETE AND TURN OVER THAT PORTION OF THE FACILITY FOR

OCCUPANCY BY THE GOVERNMENT.

2. LIMITED ACCESS WILL BE ALLOWED DURING THE CONSTRUCTION PHASE AND SHALL BE ACCOMPLISHED IN A MANNER THAT WILL PROVIDE THE LEAST

INTERFERENCE WITH OPERATIONS AND SAFETY. THE CONTRACTOR SHALL SCHEDULE WORK IN LIMITED ACCESS AREAS AT THE GOVERNMENTS CONVENIENCE AND

PROVIDE NOTIFICATION FOR WORK IN LIMITED ACCESS AREAS IN ACCORDANCE WITH SPECIFICATIONS. EXAMPLES OF LIMITED ACCESS AREAS INCLUDE ELECTRICAL

TRANSITIONS AND CONNECTIONS TO THE ELECTRIC GRID.

3. THE CONTRACTOR SHALL PROVIDE FULL CAPACITY, TEMPORARY SERVICES FOR ANY UTILITY SERVICE INTERRUPTED DURING THE LIFE OF THE CONTRACT AT

NO ADDITIONAL COST TO THE GOVERNMENT, INCLUDING ELECTRICAL SYSTEMS FOR POWER AND LIGHTING, ALL LIFE SUPPORT AND SECURITY SYSTEMS AND OTHER

SYSTEMS AS NECESSARY TO MAINTAIN OCCUPANCY. THERE SHALL BE NO DISRUPTIONS OF SERVICES EXCEPT AS REQUIRED FOR APPROVED CUTOVERS. UTILITY

USAGE COSTS ARE THE RESPONSIBILITY OF THE GOVERNMENT.

4. THE BUILDING IS TO BE PHASED TO MINIMIZE DISRUPTION OF DAILY OPERATION AND TO MAINTAIN THE INTEGRITY OF THE BUILDING ENVELOPE. PHASING SHALL

BE CAREFULLY PLANNED AND COORDINATED WITH THE VA. ONLY ONE ROOF SHALL BE UNDER CONSTRUCTION AT ANY GIVEN TIME, COMPLETED AND APPROVED BY

THE ARCHITECT AND VA, BEFORE STARTING ANOTHER ROOF. THE CONTRACTOR SHALL PROVIDE PHASING PLANS INDICATING THE SEQUENCE OF ROOF

REPLACEMENT, AND INFECTIOUS CONTROL PLANS, (SEE INFECTIOUS CONTROL NOTES THIS SHEET), TO BE SUBMITTED AND APPROVED BY THE VA. INTERIOR WORK

SHALL BE SHALL BE COORDINATED WITH THE VA AND REQUIRES SEVEN DAYS ADVANCED NOTICE, AND SHALL ONLY BE PERFORMED AFTER HOURS AND ON

WEEKENDS. INTERIOR SPACES SHALL BE CLEAN, IN ORDER AND READY FOR OCCUPANCY FOLLOWING ANY WORK BY THE CONTRACTOR.

5. THE VA WILL ONLY ALLOW ONE OPERATING ROOM TO BE SHUTDOWN AT A TIME. CONTRACTOR SHALL PROVIDE A PROPOSED SCHEDULE TO BE APPROVED BY

THE VA.

LEAD BASED PAINT GENERAL NOTES

LEAD BASED PAINT WITHIN THIS BUILDINGS, IN AREAS ASSOCIATED WITH THIS

SCOPE OF WORK IS ASSUMED TO BE PRESENT.

PROPER MEASURES SHALL BE TAKEN FOR REMOVAL AND DISPOSAL OF SUBJECT

MATERIALS OR FOR ENCAPSULATION OF LEAD PAINT AFFECTED BY THE RENOVATION

AND DEMOLITION ACTIVITIES IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL

REQUIREMENTS.

THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IMMEDIATELY IF ANY

SUSPECT MATERIALS ARE DISCOVERED BY THIS CONTRACTOR DURING

CONSTRUCTION. DO NOT PROCEED IN UNCERTAINTY.

SEE SPECIFICATION SECTION 02 83 33.13

LEAD-BASED PAINT REMOVAL AND DISPOSAL FOR INFORMATION.

ASBESTOS GENERAL NOTES

1. TESTING FOR ASBESTOS CONTAINING MATERIALS WAS CONDUCTED FOR THIS

PROJECT. THE REPORT INDICATES THE PRESENCE OF ACM'S WITHIN THE BUILDING.

2. CONTRACTOR SHALL TAKE MEASURES TO PROPERLY REMOVE AND DISPOSE

OF ALL FRIABLE AND NON-FRIABLE ACMs AFFECTED BY THE RENOVATION AND

DEMOLITION ACTIVITIES IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL

REQUIREMENTS.

3. SEE REPORT TITLED: "HAZARDOUS MATERIALS SURVEY REPORT OF BUILDING

X", PREPARED BY KAMAU MCABEE. Environmental Health Consultants, LLC 701 E. Pratt

Street, Baltimore, Maryland 21202

4. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IMMEDIATELY IF

ANY SUSPECT MATERIALS ARE DISCOVERED BY THE CONTRACTOR DURING

CONSTRUCTION. DO NOT PROCEED IN UNCERTAINTY.

5. CONTRACTOR SHALL HAVE AN ASBESTOS COMPETENT PERSON ON SITE FOR

ALL DEMOLITION ACTIVITIES NOT JUST THE ABATEMENT ACTIONS. THIS IS TO BE

ABLE TO IDENTIFY SUSPECT MATERIALS NOT IDENTIFIED IN THE HAZARD

ASSESSMENT DUE TO INACCESSIBILITY.

RISK ASSESSMENT AND PHASING NOTES

A. THE IMPACT OF DISRUPTING ESSENTIAL SERVICES TO PATIENTS AND EMPLOYEES.

B. PATIENT PLACEMENT OR RELOCATION.

C. PLACEMENT OF EFFECTIVE BARRIERS TO PROTECT SUSCEPTIBLE PATIENTS FROM

AIRBORNE CONTAMINANTS SUCH AS ASPERGILLUS SP.

D. AIR HANDLING AND VENTILATION NEEDS IN SURGICAL SERVICES, AIRBORNE INFECTION

ISOLATION AND PROTECTIVE ENVIRONMENT ROOMS, LABORATORIES, LOCAL

EXHAUST SYSTEMS FOR HAZARDOUS AGENTS, AND OTHER SPECIAL AREAS.

E. DETERMINATION OF ADDITIONAL NUMBERS OF AIRBORNE INFECTION ISOLATION OR

PROTECTIVE ENVIRONMENT ROOM REQUIREMENTS.

F. CONSIDERATION OF THE DOMESTIC WATER SYSTEM TO LIMIT LEGIONELLA SP. AND

WATERBORNE OPPORTUNISTIC PATHOGENS.

G. PATIENT PROTECTION FROM DEMOLITION, VENTILATION, AND WATER MANAGEMENT

FOLLOWING PLANNED OR UNPLANNED POWER OUTAGES, MOVEMENT OF DEBRIS,

TRAFFIC FLOW, CLEANUP, AND CERTIFICATION.

THE OWNER SHALL PROVIDE AN INFECTION CONTROL RISK ASSESSMENT (ICRA). AN ICRA

IS A DETERMINATION OF THE POTENTIAL RISK OF TRANSMISSION OF VARIOUS AGENTS IN

THE FACILITY. THIS CONTINUOUS PROCESS IS AN ESSENTIAL COMPONENT OF A FACILITY

FUNCTIONAL OR MASTER PROGRAM TO PROVIDE A SAFE ENVIRONMENT OF CARE. THE

ICRA SHALL BE CONDUCTED BY A PANEL WITH EXPERTISE IN INFECTION CONTROL, RISK

MANAGEMENT, FACILITY DESIGN, CONSTRUCTION, VENTILATION, SAFETY, AND

EPIDEMIOLOGY. THE PANEL SHALL PROVIDE UPDATED DOCUMENTATION OF THE RISK

ASSESSMENT THROUGHOUT CONSTRUCTION. THE ICRA SHALL ONLY ADDRESS BUILDING

AREAS ANTICIPATED TO BE AFFECTED BY CONSTRUCTION. THE ICRA SHALL ADDRESS, BUT

NOT BE LIMITED TO THE FOLLOWING ISSUES:

PROJECT INFORMATION SHEET

GI002

o n e e i g h o t t h r e e i n c h e o t o n e a l f i n c h e o t o n e i n o t t h r e e q u a r t e r s i n o t o n e h a l f i n o t t h r e e e i g h t h s i n o t o n e q u a r t e r i n o t

VA FORM 08-6231, OCT 1978

A

123456789

123456789

B

C

D

A

B

C

D

E

F

Drawing Title Project Title

Checked

Building Number

Drawn

Revisions: Date

Project No.

Drawing No.

Location

Sheet of

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

V e t e r a n s

A f f a i r s

Approved: Associate Director

Approved: Chief of Staff

Approved: Service Chief

Approved: GEMS Coordinator

Approved: Infection Control Officer

Approved: Safety Manager

Approved: Chief of Mental Health Service

Approved: Chief of Police

Approved: Energy EngineerApproved: Patient Safety Nurse

Approved: Chief of Facility Management Svc.

Approved: Medical Center Director

MONTGOMERY, ALABAMA

Date

2024.09.17

619-23-101

REPLACE ROOF ON BUILDING 1

D a

P l o t t e d

Rev. No.:

INCORPORATED

ENGINEERS

ARCHITECTS

CONSTRUCTORS

E

F

RP SD

ROOF

'0'

ROOF

'T'

ROOF

'X'

ROOF

'L'

ROOF

'M'

ROOF

'R'

ROOF

'P'

ROOF

'Q'

ROOF

'S'

ROOF

'W'

V

V o n e e i g h t h i n c e f o o t t h r e e i n c h e e f o o t o n e a n d o n e h a l f i n c h e e f o o t o n e i n c e f o o t t h r e e q u a r t e r s i n c e f o o t o n e h a l f i n c e f o o t t h r e e e i g h t h s i n c e f o o t o n e q u a r t e r i n c e f o o t

VA FORM 08-6231, OCT 1978

A

123456789

123456789

B

C

D

A

B

C

D

E

F

Drawing Title Project Title

Checked

Building Number

Drawn

Revisions: Date

Project No.

Drawing No.

Location

Sheet of

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

V e t e r a n s

A f f a i r s

Approved: Associate Director

Approved: Chief of Staff

Approved: Service Chief

Approved: GEMS Coordinator

Approved: Infection Control Officer

Approved: Safety Manager

Approved: Chief of Mental Health Service

Approved: Chief of Police

Approved: Energy EngineerApproved: Patient Safety Nurse

Approved: Chief of Facility Management Svc.

Approved: Medical Center Director

MONTGOMERY, ALABAMA

Date

2024.09.17

619-23-101

REPLACE ROOF ON BUILDING 1

D a t e

P l o t t e d

Rev. No.:

INCORPORATED

ENGINEERS

ARCHITECTS

CONSTRUCTORS

E

F

GI003

RP SD

FALL PROTECTION DURING

CONSTRUCTION

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

0 4' 8' 16'

ROOF

'V'

ROOF

'U'

ROOF

'0'

ROOF

'T'

ROOF

'X'

ROOF

'N'

ROOF

'L'

ROOF

'M'

ROOF

'K'

ROOF

'J'

ROOF

'I'

ROOF

'H'

ROOF

'G'

ROOF

'E'

ROOF

'D'

ROOF

'B'

ROOF

'A'

ROOF

'C'

ROOF

'R'

ROOF

'F'

ROOF

'P'

ROOF

'Q'

ROOF

'S'

ROOF

'W'

KEY PLAN

S T

A

TE OF A LA BA

M A

R E

G

ISTERED A RCHIT

E C e e i g h t h i n c e f o o t t h r e e i n c h e e f o o t o n e a n d o n e h a l f i n c h e e f o o t o n e i n c e f o o t t h r e e q u a r t e r s i n c e f o o t o n e h a l f i n c e f o o t t h r e e e i g h t h s i n c e f o o t o n e q u a r t e r i n c e f o o t

VA FORM 08-6231, OCT 1978

A

123456789

123456789

B

C

D

A

B

C

D

E

F

Drawing Title Project Title

Checked

Building Number

Drawn

Revisions: Date

Project No.

Drawing No.

Location

Sheet of

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

V e t e r a n s

A f f a i r s

Approved: Associate Director

Approved: Chief of Staff

Approved: Service Chief

Approved: GEMS Coordinator

Approved: Infection Control Officer

Approved: Safety Manager

Approved: Chief of Mental Health Service

Approved: Chief of Police

Approved: Energy EngineerApproved: Patient Safety Nurse

Approved: Chief of Facility Management Svc.

Approved: Medical Center Director

MONTGOMERY, ALABAMA

Date

2024.09.17

619-23-101

REPLACE ROOF ON BUILDING 1

D a t e

P l o t t e d

Rev. No.:

INCORPORATED

ENGINEERS

ARCHITECTS

CONSTRUCTORS

E

F

GI004

RP SD

SHEDDING PLAN

S T

A

TE OF A LA BA

M A

R E

G

ISTERED A RCHIT

E

DRAWING SHEET NOTES

LOCATION OF STAGING AREA. (AT GRADE LEVEL)

CONTRACTOR SHALL PROVIDE TEMPORARY BRIDGES, LADDERS &

WALKWAYS AS REQUIRED FOR REMOVAL OF DEMOLISHED MATERIALS

AND DELIVERY OF NEW MATERIALS. PROTECT EXISTING BUILDING, ANY

DAMAGE SHALL BE REPLACED/REPAIRED TO THE SATISFACTION OF THE

VA/ARCHITECT. CONTRACTOR SHALL PROPOSE ROUTES TO

TRANSPORT EQUIPMENT AND MATERIALS FOR APPROVAL BY THE VA.

(TYPICAL ALL ROOFS)

CONTRACTOR SHALL PROVIDE TRASH CHUTES NEAR ROOFS UNDER

CONSTRUCTION. COORDINATE LOCATIONS WITH THE VA. (TYPICAL ALL

ROOFS)

KEEP AREA CLEAR AT ALL TIMES FOR EMERGENCY MEDICAL SERVICES.

CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A CLEAR PATH

FOR EMS TO ACCESS EMERGENCY ENTRANCE FROM ROAD.

X

GENERAL SITE NOTES

1. EXISTING SITE: THE MONTGOMERY VAMC CONSISTS OF A COMPLEX OF

CONNECTED BUILDINGS TAKING UP A LARGE PORTION OF THE SITE, COUPLED

WITH ASSOCIATED PARKING AREAS, AND BOUND BY STREETS ON ALL FOUR

SIDES. THERE ARE ALSO PARKING AREAS ACROSS ADJACENT STREETS.

CONTRACTOR PARKING IS NOT PERMITTED ON CAMPUS UNLESS PREVIOUSLY

APPROVED BY VA'S CO OR COR.

2. CONSTRUCTION STAGING AREAS, MATERIALS LAY-DOWN AREAS, AND

STORAGE AREAS ARE BASED ON PROXIMITY TO THE ROOFS IN THE SCOPE OF

WORK. A VERY LIMITED AREA (POSSIBLY ONLY 300 SQ.FT.), WITHIN THE

HATCHED AREAS SHOWN ON THE PLAN SHALL BE AVAILABLE FOR STAGING

AND STORAGE, PER THE VA INSTRUCTIONS. SAFE ACCESS THROUGH THESE

AREAS FOR PUBLIC AND STAFF SHALL BE MAINTAINED AND COORDINATED

WITH THE VA. ALL STAGING LOCATIONS (AND SIZES) SHALL BE CLOSELY

COORDINATED WITH THE VA PRIOR TO COMMENCEMENT. STORAGE SHALL

NOT OCCUR ON ANY ROOFS.

3. CONTRACTOR SHALL MAINTAIN PATIENT, VISITOR AND PERSONNEL ACCESS

AT ALL TIMES, ALONG WITH KEEPING ACCESS TO THE EMERGENCY ROOM FOR

AMBULANCE APPROACH AND PATIENT ACCESS.

4. THE CONTRACTOR SHALL PROPOSE LOCATIONS FOR ALL STAGING AND

STORAGE AREAS FOR THE APPROVAL OF THE VA PRIOR TO COMMENCEMENT.

5. THE CONTRACTOR SHALL COORDINATE CONTRACTOR PARKING AREAS WITH

THE VA PRIOR TO COMMENCEMENT.

6. THE CONTRACTOR SHALL WORK CLOSELY WITH THE VA TO MAKE SURE ANY

INCONVENIENCE IS MINIMIZED.

7. THE ROOF AREA NUMBERS AND PROPOSED STAGING AND STORAGE AREAS

ARE IDENTIFIED ON THE AERIAL PHOTOGRAPH ENTITLED COORDINATION AND

MANAGEMENT PLAN.

ROOF

'V'

ROOF

'U'

ROOF

'0'

ROOF

'T'

ROOF

'X'

ROOF

'N'

ROOF

'L'

ROOF

'M'

ROOF

'K'

ROOF

'J'

ROOF

'I'

ROOF

'H'

ROOF

'G'

ROOF

'E'

ROOF

'D'

ROOF

'B'

ROOF

'A'

ROOF

'C'

ROOF

'R'

ROOF

'F'

ROOF

'P'

ROOF

'Q'

ROOF

'S'

ROOF

'W'

ROOF

'Y'

ROOF

'Z'

NTS

COORDINATION & MANAGEMENT PLAN

A100

COORDINATION &

MANAGEMENT PLAN

RP DjH o n e e i g h o t t h r e e i n c h e o t o n e a l f i n c h e o t o n e i n o t t h r e e q u a r t e r s i n o t o n e h a l f i n o t t h r e e e i g h t h s i n o t o n e q u a r t e r i n o t

VA FORM 08-6231, OCT 1978

A

123456789

123456789

B

C

D

A

B

C

D

E

F

Drawing Title Project Title

Checked

Building Number

Drawn

Revisions: Date

Date

Project No.

Drawing No.

Location

Sheet of

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

V e t e r a n s

A f f a i r s

Approved: Associate Director

Approved: Chief of Staff

Approved: Service Chief

Approved: GEMS Coordinator

Approved: Infection Control Officer

Approved: Safety Manager

Approved: Chief of Mental Health Service

Approved: Chief of Police

Approved: Energy EngineerApproved: Patient Safety Nurse

Approved: Chief of Facility Management Svc.

Approved: Medical Center Director

MONTGOMERY, ALABAMA

2024.09.17

619-23-101

REPLACE ROOF ON BUILDING 1

D a o t t e d

Rev. No.:

INCORPORATED

ENGINEERS

ARCHITECTS

CONSTRUCTORS

E

F

S T

A

TE OF A LA BA

M A

R E

G

ISTERED A RCHIT

E

'V'

ROOF

'U'

ROOF

'0'

ROOF

'T'

ROOF

'X'

ROOF

'N'

ROOF

'L'

ROOF

'M'

ROOF

'K'

ROOF

'J'

ROOF

'I'

ROOF

'H'

ROOF

'G'

ROOF

'E'

ROOF

'D'

ROOF

'B'

ROOF

'A'

ROOF

'C'

ROOF

'R'

ROOF

'F'

ROOF

'P'

ROOF

'Q'

ROOF

'S'

ROOF

'W'

ROOF

'Y'

ROOF

'Z'

GENERAL DEMOLITION NOTES

1. EXISTING CONDITIONS: CONTRACTOR SHALL VISIT SITE, INSPECT ALL

ROOFS AND VERIFY ALL EXISTING CONDITIONS PRIOR TO BIDDING.

CONTRACTOR SHALL NOTIFY THE VA AND ARCHITECT IMMEDIATELY IF ANY

DISCREPANCIES BETWEEN THE EXISTING CONDITIONS, DRAWINGS AND

SPECIFICATIONS ARE DISCOVERED DURING SITE VERIFICATION,

DEMOLITION AND NEW CONSTRUCTION.

2. DAILY CLEAN UP: CONTRACTOR SHALL KEEP JOB SITE CLEAN ON A DAILY

BASIS.

3. PROTECT FACILITIES: PROTECT EXISTING FACILITIES, AND EQUIPMENT TO

REMAIN, FROM DAMAGE DURING CONSTRUCTION. CONTRACTOR SHALL BE

RESPONSIBLE FOR REPAIRING OR REPLACING ANY DAMAGED ITEMS, AT NO

COST AND TO THE SATISFACTION OF THE VA AND ARCHITECT.

SCOPE OF WORK: ALL ROOF SURFACES INDICATED IN THIS PLAN.

4. EXISTING ROOF SYSTEMS (ERS): THE COMPOSITION OF THE EXISTING ROOF

SYSTEMS IS TPO (THERMOPLASTIC POLYOLEFIN). IT IS A SINGLY-PLY

ROOFING MEMBRANE COMPOSED OF 3 LAYERS, A TPO POLYMER BASE, A

POLYESTER-REINFORCED SCRIM, AND A TPO COMPOUNDED TOP PLY.

5. DEMOLITION: THE EXISTING ROOF SYSTEM SHALL BE TORN-OFF ENTIRELY

DOWN TO THE EXISTING VAPOR BARRIER, WHICH SHALL REMAIN. ALL

RAILINGS SHALL BE REMOVED. ALL ABANDONED PENETRATIONS, ROOF

DRAINS, VTR, CURBS, ETC. SHALL BE REMOVED AND INFILLED AT THE DECK

LEVEL. ALL WOODEN LEGS, CURBS, ETC. SHALL BE REMOVED & REPLACED

WITH METAL. ALL MECHANICAL EQUIPMENT AND APPURTENANCES SHALL

BE REMOVED AS REQUIRED FOR REMOVAL OF EXISTING ROOF AND

REPLACED AFTER INSTALLATION FOR NEW ROOF. ALL LOOSE DEBRIS SHALL

BE REMOVED. THE SURFACE SHALL BE CLEAN AND FREE OF DUST & DEBRIS

PRIOR TO INSTALLING NEW ROOFING MATERIALS. DEMOLISHED MATERIALS

WILL BE CAREFULLY MANAGED AND REMOVED FROM THE SITE IN

ACCORDANCE WITH THE CONTRACT DOCUMENTS AND PER LOCAL, STATE

AND FEDERAL GUIDELINES.

LEGEND

EXISTING ROOF DRAIN (ERD)

PRIMARY ROOF DRAIN (PRD) / SECONDARY ROOF

DRAIN (SRD)

EXISTING VENT THROUGH ROOF (VTR)

DEMOLISH EXISTING THERMOPLASTIC POLYOLEFIN (TPO) ROOF DOWN TO

EXISTING SUBSTRATE.

DEMOLISH EXISTING SLATE ROOF DOWN TO EXISTING SUBSTRATE.

INSPECT EXISTING SUBSTRATE FOR ROT AND REPLACE AS NECESSARY.

DEMOLISH EXISTING GENERATOR EXHAUST COMPLETE. EXISTING

GENERATOR SHALL BE RELOCATED UNDER A SEPARATE CONTRACT PRIOR

TO DEMOLITION.

ROOF NOT IN CONTRACT.

DEMOLISH EXISTING WALKWAY PADS COMPLETE.

DEMOLITION NOTES

1" = 20'-0"

DEMOLITION ROOF PLAN

A101

DEMOLITION ROOF PLAN

RP SD

o n e e i g h o t t h r e e i n c h e o t o n e a l f i n c h e o t o n e i n o t t h r e e q u a r t e r s i n o t o n e h a l f i n o t t h r e e e i g h t h s i n o t o n e q u a r t e r i n o t

VA FORM 08-6231, OCT 1978

A

123456789

123456789

B

C

D

A

B

C

D

E

F

Drawing Title Project Title

Checked

Building Number

Drawn

Revisions: Date

Date

Project No.

Drawing No.

Location

Sheet of

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

V e t e r a n s

A f f a i r s

Approved: Associate Director

Approved: Chief of Staff

Approved: Service Chief

Approved: GEMS Coordinator

Approved: Infection Control Officer

Approved: Safety Manager

Approved: Chief of Mental Health Service

Approved: Chief of Police

Approved: Energy EngineerApproved: Patient Safety Nurse

Approved: Chief of Facility Management Svc.

Approved: Medical Center Director

MONTGOMERY, ALABAMA

2024.09.17

619-23-101

REPLACE ROOF ON BUILDING 1

D a o t t e d

Rev. No.:

INCORPORATED

ENGINEERS

ARCHITECTS

CONSTRUCTORS

E

F

ROOF

'V'

ROOF

'U'

ROOF

'0'

ROOF

'T'

ROOF

'X'

ROOF

'N'

ROOF

'L'

ROOF

'M'

ROOF

'K'

ROOF

'J'

ROOF

'I'

ROOF

'H'

ROOF

'G'

ROOF

'E'

ROOF

'D'

ROOF

'B'

ROOF

'A'

ROOF

'C'

ROOF

'R'

ROOF

'F'

ROOF

'P'

ROOF

'Q'

ROOF

'S'

ROOF

'W'

KEY PLAN

SCALE: 1" = 20'-0"

0 10' 20' 40'

AREA OF CONCERN FOR SUBSTRATE DAMAGE

S T

A

TE OF A LA BA

M A

R E

G

ISTERED A RCHIT

E

ROOF

'U'

ROOF

'0'

ROOF

'T'

ROOF

'X'

ROOF

'N'

ROOF

'L'

ROOF

'M'

ROOF

'K'

ROOF

'J'

ROOF

'I'

ROOF

'H'

ROOF

'G'

ROOF

'E'

ROOF

'D'

ROOF

'B'

ROOF

'A'

ROOF

'C'

ROOF

'R'

ROOF

'F'

ROOF

'P'

ROOF

'Q'

ROOF

'S'

ROOF

'W'

ROOF

'Y'

ROOF

'Z'

4 4

GENERAL NEW WORK NOTES

1. DAILY CLEAN UP: CONTRACTOR SHALL KEEP JOB SITE CLEAN ON A DAILY BASIS.

2. PROTECT FACILITIES: CONTRACTOR SHALL PROTECT EXISTING FACILITIES, AND EQUIPMENT TO REMAIN, FROM DAMAGE DURING

CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING OR REPLACING ANY DAMAGED ITEMS, AT NO COST AND TO THE

SATISFACTION OF THE VA AND ARCHITECT.

3. DAILY TEAR-OFF: REFER TO SPECIFICATION FOR REQUIREMENTS REGARDING HOW MUCH ROOFING CAN BE TORN OFF PER DAY. ONLY TEAR

OFF AN AMOUNT THAT CAN BE REPLACED WITH NEW ROOFING WITHIN THE SAME DAY. TEMPORARY ROOFING SHALL NOT BE ALLOWED.

4. ROOF ACCESS ROUTE: THE ROOF IS SURROUNDED BY ADJACENT ROOF STRUCTURES AND WILL REQUIRE THE CONTRACTOR TO PROVIDE

TEMPORARY BRIDGES AND STAIRS FOR TRANSFERENCE OF DEMOLISHED MATERIALS AND NEW MATERIALS. CONTRACTOR TO PROVIDE

TEMPORARY PLYWOOD WALKBOARDS ACROSS EXISTING ROOFS TO REMAIN DURING CONSTRUCTION TO PROTECT EXISTING ROOF

SURFACES.

5. ROOFTOP CURBS: CONTRACTOR SHALL RAISE CURBS AS REQUIRED TO ACHIEVE A MINIMUM OF 8” FLASHING ABOVE ROOF SURFACE.

6. ROOFTOP EQUIPMENT: CONTRACTOR SHALL RAISE ALL PIPING, CONDUIT, DUCTWORK AS REQUIRED FOR NEW ROOF ONLY AT LOCATIONS

WHERE ROOF IS BEING REPLACED. ELBOW UP (OR DOWN) TO CONNECT TO ADJACENT ROOF PIPING, CONDUIT, ETC.. AS REQUIRED.

7. PROVIDE NOISE CONTROL OF CONSTRUCTION ACTIVITIES INVOLVING CORING OF THE CONCRETE ROOF DECKS. DUE TO NOISE LEVEL, THIS

WILL NEED TO BE PERFORMED AFTER BUSINESS HOURS. COORDINATE IN ADVANCE WITH VA.

8. MECHANICAL, PLUMBING & ELECTRICAL (MPE): CONTRACTOR SHALL SEE ALL OTHER SHEETS TO COORDINATE WITH ALL OTHER

DISCIPLINES. FOR EACH ROOF AREA TO UNDERGO ROOF REPLACEMENT, THE MECHANICAL UNITS, DUCTWORK, PLUMBING PIPING AND

ELECTRICAL CONDUITS AND ELECTRICAL CONNECTIONS TO HVAC UNITS SHALL BE REMOVED AS REQUIRED FOR REMOVAL OF EXISTING

ROOF, REINSTALLED AND RAISED TO ACCOMMODATE THE NEW THICKNESS OF ROOF INSULATION AND RECEIVE A MINIMUM OF 8" FLASHING, TO QUALIFY FOR THE WARRANTY. CONTRACTOR SHALL BE RESPONSIBLE FOR QUANTITIES OF NEW VTR FLASHING KITS. CONTRACTOR

SHALL REPORT ANY DISCREPANCIES TO THE VA AND ARCHITECT WHERE OTHER FLASHING SOLUTIONS MIGHT BE

REQUIRED/RECOMMENDED. CONTRACTOR IS RESPONSIBLE FOR DETERMINING SUCH LOCATIONS AND SHALL PROVIDE PRE-APPROVAL FROM

THE MANUFACTURER FOR APPROVAL FROM THE VA AND ARCHITECT.

9. ROOF DRAINS AND OVERFLOW SCUPPERS: THE EXISTING ROOFS GENERALLY SLOPE FROM THE RAISED PERIMETER TO EXISTING INTERIOR

ROOF DRAINS. THERE ARE NO EXISTING SECONDARY DRAINS. NEW SECONDARY DRAINS SHALL BE PROVIDED NEXT TO EXISTING (OR NEW)

PRIMARY DRAINS. THE NEW ROOF SYSTEM WILL HAVE AN INCREASED INSULATION THICKNESS, AND A CONSISTENT 1/4“ PER FOOT SLOPE TO

THE PRIMARY AND SECONDARY DRAINS; 1/2" PER FOOT FOR CRICKETS. THE PERIMETER GRAVEL GUARD WILL BE REWORKED AS REQUIRED

TO ACCOMMODATE THE NEW THICKNESS OF INSULATION. NEW UNDER DECK PLUMBING DRAIN LINES WILL BE REQUIRED AT ALL FOUR

ROOFS. THE FOUR ROOFS IN THIS SCOPE WILL ALL BE DRAINED BY ROOF DRAINS, NOT SCUPPERS, EXCEPT THAT SECONDARY DRAINS

SHALL BE PIPED BELOW THE ROOF DECK AND OUT TO THE NEAREST EXTERIOR WALL WHERE A DOWNSPOUT NOZZLE DISCHARGE WILL BE

LOCATED. LOCATION OF NOZZLES SHALL NOT BE OVER WINDOWS OR ENTRIES. SEE PLUMBING DRAWINGS.

10. DISSIMILAR METALS SHALL BE SEPARATED FROM EACH OTHER AND FROM TREATED WOOD BLOCKING WITH ROOFING FELT.

11. ALL PENETRATES THROUGH EXTERIOR WALLS SHALL BE PATCHED, REPAIRED & SEALED WEATHER TIGHT IMMEDIATELY, TO MATCH EXISTING

CONDITIONS & TO THE SATISFACTION OF THE VA AND ARCHITECT. NO OPENINGS SHALL BE LEFT UNATTENDED.

12. DO NOT USE SLOPE OVER 1:12 (ONE INCH PR 12 INCHES). PROVIDE 1:50 (1/4 INCH PER FOOT) MINIMUM TO DRAINS WITHOUT ANY "GUTTERS"

(NO SLOPES BETWEEN DRAINS). NO EXCEPTION TO MINIMUM SLOPE. SLOPE CRICKETS 1:50 (1 INCH PER FOOT).

13. COORDINATE WITH PLUMBING REQUIREMENTS FOR ROOF DRAINS AND DRAIN LOCATIONS AT LOW POINTS AND MID SPAN WHERE MAXIMUM

DEFLECTION OCCURS. DO NOT PUT DRAINS AT COLUMN OR ON SLOPES. COORDINATE WITH INSULATION TO PROVIDE SUMPS AT DRAINS.

14. COORDINATE DETAILS AND SYSTEMS USED TO PROVIDE CODE REQUIRED FIRE RATED ROOFING.

15. DO NOT USE POLYSTYRENE, URETHANE, OR WOOD FIBERBOARD INSULATION UNDER MEMBRANE.

16. DO NOT USE OVER BITUMINOUS MATERIALS WHERE DIRECT CONTACT OCCURS, INCLUDING GREASE, OIL OR OTHER SUBSTANCES NOT

COMPATIBLE WITH TPO. USE A THIN LAYER OF INSULATION, SLIP SHEET OR SEPARATOR SHEET DEPENDING ON METHOD OF ATTACHMENT.

17. TERMINATE BASE FLASHINGS MINIMUM 8 INCHES ABOVE ROOF SURFACE, INCLUDING CURB FOR BUILDING EXPANSION JOINTS.

18. DO NOT PUT EXPANSION JOINTS AT ROOF SURFACE LEVEL.

19. DO NOT USE "PITCH POCKETS" OR "SEALANT POCKETS" IN LIEU OF BASE FLASHINGS AND CAP FLASHINGS.

20. INSPECT ALL EXISTING ROOF HATCHES AND REPLACE AS NECESSARY.

21. SEE DETAILS ON SHEETS A501-A506 FOR ADDITIONAL INFORMATION.

22. ANY DAMAGE TO EXISTING MASONRY DURING CONSTRUCTION SHALL BE REPAIRED TO MATCH EXISTING CONDITIONS & TO THE

SATISFACTION OF THE VA AND ARCHITECT.

PROVIDE NEW THERMOPLASTIC POLYOLEFIN (TPO) ROOF AND WALKWAYS.

ROOF SHALL HAVE R30 MINIMUM INSULATION SYSTEM, 1/2" GYPSUM COVER

BOARD, 60 MIL TPO MEMBRANE SET IN CONTINUOUS ADHESIVE @ 1.75

GAL/SQ.

REPAIR DAMAGED ARES OF EXISTING DECK AS NECESSARY.

PROVIDE TPO MEMBRANE TURNED UP 3" ONTO ALL PARAPET WALL

SURFACES AND TERMINATED WITH SCREWS WITH 2" PLATES @ 12" OC.

INSTALL 1PLY TPO VERTICAL FLASHING MEMBRANE SET IN CONTINUOUS

ADHESIVE @ 1.75 GAL/SQ., TOP FASTENED @ 8" OC. AND TURNED OVER

TOP OF WALL.

PROVIDE NEW EXTERIOR GRADE 3/4" PLYWOOD ATOP WALLS. PROVIDE

NEW CONTINUOUS, SELF-ADHERING MEMBRANE OVER PLYWOOD. PROVIDE

NEW 22 GA CONTINUOUS COPPER CLEAT. PROVIDE NEW 24 GA COPPER

COPING ENGAGED TO CLEAT AND FASTENED ALONG INSIDE FACE.

PROVIDE NEW SYNTHETIC SLATE ROOFING WITH 50-YEAR LABOR AND

MATERIAL WARRANTY. PROVIDE NEW FIRE RESISTANT, SELF-ADHERING

BASE SHEET ON THE EXISTING DECK. INSTALL NEW 9" WIDE STARTER

ROLLS AT ALL EAVES, RAKES AND JAMBS. PROVIDE HIP AND RIDGE

VENTING WHERE REQUIRED BY MANUFACTURER.

APPROXIMATELY 12,780 SF OF TPO ROOF HAS BEEN IDENTIFIED AS AREAS

WITH HIGH MOISTURE CONTENT BY THE "INFRARED THERMOGRAPHIC

ROOF MOISTURE SURVEY ", DATED MAY 30, 2023. THESE AREAS POSSIBLY

HAVE SUBSTRATE DAMAGE HAVE BEEN MARKED WITH PAINT ON THE ROOF

AND RECORDED IN THE REPORT. CONTRACTOR SHALL REPAIR OR

REPLACE DAMAGED SUBSTRATES AREAS AS NECESSARY WITH LIKE

MATERIALS AND METHODS.

NEW WORK NOTES

A102

NEW ROOF PLAN

RP SD

o n e e i g h o t t h r e e i n c h e o t o n e a l f i n c h e o t o n e i n o t t h r e e q u a r t e r s i n o t o n e h a l f i n o t t h r e e e i g h t h s i n o t o n e q u a r t e r i n o t

VA FORM 08-6231, OCT 1978

A

123456789

123456789

B

C

D

A

B

C

D

E

F

Drawing Title Project Title

Checked

Building Number

Drawn

Revisions: Date

Date

Project No.

Drawing No.

Location

Sheet of

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

V e t e r a n s

A f f a i r s

Approved: Associate Director

Approved: Chief of Staff

Approved: Service Chief

Approved: GEMS Coordinator

Approved: Infection Control Officer

Approved: Safety Manager

Approved: Chief of Mental Health Service

Approved: Chief of Police

Approved: Energy EngineerApproved: Patient Safety Nurse

Approved: Chief of Facility Management Svc.

Approved: Medical Center Director

MONTGOMERY, ALABAMA

2024.09.17

619-23-101

REPLACE ROOF ON BUILDING 1

D a o t t e d

Rev. No.:

INCORPORATED

ENGINEERS

ARCHITECTS

CONSTRUCTORS

E

F

ROOF

'V'

ROOF

'U'

ROOF

'0'

ROOF

'T'

ROOF

'X'

ROOF

'N'

ROOF

'L'

ROOF

'M'

ROOF

'K'

ROOF

'J'

ROOF

'I'

ROOF

'H'

ROOF

'G'

ROOF

'E'

ROOF

'D'

ROOF

'B'

ROOF

'A'

ROOF

'C'

ROOF

'R'

ROOF

'F'

ROOF

'P'

ROOF

'Q'

ROOF

'S'

ROOF

'W'

KEY PLAN

SCALE: 1" = 20'-0"

0 10' 20' 40'

S T

A

TE OF A LA BA

M A

R E

G

ISTERED A RCHIT

E

ROOF

'U'

ROOF

'0'

ROOF

'T'

ROOF

'X'

ROOF

'N'

ROOF

'L'

ROOF

'M'

ROOF

'K'

ROOF

'J'

ROOF

'I'

ROOF

'H'

ROOF

'G'

ROOF

'E'

ROOF

'D'

ROOF

'B'

ROOF

'A'

ROOF

'C'

ROOF

'R'

ROOF

'F'

ROOF

'P'

ROOF

'Q'

ROOF

'S'

ROOF

'W'

V

V 2"

GND

V 2"

V V

V 3"

V 3"

V 2"

RD

RD

V 3"

V

V

V

V

V

0.25"/FT.0.25"/FT.

F

T

F

T

0.25"/FT.0.25"/FT.

F

T

F

T

0.25"/FT.0.25"/FT.

F

T

F

T

0.25"/FT.0.25"/FT.

F

T

F

T

0.25"/FT.0.25"/FT.

F

T

F

T

0.25"/FT.0.25"/FT.

F

T

F

T

0.25"/FT.0.25"/FT.

F

T

F

T

0.25"/FT.0.25"/FT.

F

T

F

T

0.25"/FT.0.25"/FT.

F

T

F

T

0.25"/FT.0.25"/FT.

F

T

F

T

0.25"/FT.0.25"/FT.

F

T

F

T

0.25"/FT.0.25"/FT.

F

T

F

T

0.25"/FT.0.25"/FT.

F

T

F

T

0.25"/FT.0.25"/FT.

F

T

F

T

0.25"/FT.0.25"/FT.

F

T

F

T

0.25"/FT.0.25"/FT.

F

T

F

T

0.25"/FT.0.25"/FT.

F

T

F

T

0.25"/FT.0.25"/FT.

F

T

F

T

0.25"/FT.0.25"/FT.

F

T

F

T

0.25"/FT.0.25"/FT.

F

T

F

T

0.25"/FT.0.25"/FT.

F

T

F

T

0.25"/FT.0.25"/FT.

F

T

F

T

0.25"/FT.0.25"/FT.

F

T

F

T

0.25"/FT.0.25"/FT.

F

T

F

T

0.25"/FT.0.50"/FT.

F

T

F

T

0.25"/FT.0.25"/FT.

F

T

F

T

0.25"/FT.0.50"/FT.

F

T

F

T

0.25"/FT.0.25"/FT.

F

T

F

T

0.50"/FT.0.25"/FT.

F

T

F

T

0.25"/FT.0.25"/FT.

F

T

F

T

0.25"/FT.0.25"/FT.

F

T

F

T

0.25"/FT.0.50"/FT.

F

T

F

T

0.50"/FT.0.25"/FT.

F

T

F

T

0.25"/FT.0.25"/FT.

F

T

F

T

0.25"/FT.0.25"/FT.

F

T

F

T

0.50"/FT.0.25"/FT.

F

T

F

T

0.25"/FT.0.25"/FT.

F

T

F

T

0.25"/FT.0.25"/FT.

F

T

F

T

0.25"/FT.0.25"/FT.

F

T

F

T

0.25"/FT.0.50"/FT.

F

T

F

T

0.25"/FT.0.25"/FT.

F

T

F

T

0.25"/FT.0.25"/FT.

F

T

F

T

0.50"/FT.

F

T

F

T

0.25"/FT.

F

T

0.50"/FT.0.50"/FT.

F

T

F

T

0.25"/FT.0.25"/FT.

0.25"/FT.0.25"/FT.

0.25"/FT.

F

T

F

T

0.50"/FT.0.50"/FT.

F

T

F

T

F

T

F

T

F

T

F

T

0.25"/FT.

0.25"/FT.

GENERAL NEW WORK NOTES

1. DAILY CLEAN UP: CONTRACTOR SHALL KEEP JOB SITE CLEAN ON A DAILY BASIS.

2. PROTECT FACILITIES: CONTRACTOR SHALL PROTECT EXISTING FACILITIES, AND EQUIPMENT TO REMAIN, FROM DAMAGE DURING

CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING OR REPLACING ANY DAMAGED ITEMS, AT NO COST AND TO THE

SATISFACTION OF THE VA AND ARCHITECT.

3. DAILY TEAR-OFF: REFER TO SPECIFICATION FOR REQUIREMENTS REGARDING HOW MUCH ROOFING CAN BE TORN OFF PER DAY. ONLY TEAR

OFF AN AMOUNT THAT CAN BE REPLACED WITH NEW ROOFING WITHIN THE SAME DAY. TEMPORARY ROOFING SHALL NOT BE ALLOWED.

4. ROOF ACCESS ROUTE: THE ROOF IS SURROUNDED BY ADJACENT ROOF STRUCTURES AND WILL REQUIRE THE CONTRACTOR TO PROVIDE

TEMPORARY BRIDGES AND STAIRS FOR TRANSFERENCE OF DEMOLISHED MATERIALS AND NEW MATERIALS. CONTRACTOR TO PROVIDE

TEMPORARY PLYWOOD WALKBOARDS ACROSS EXISTING ROOFS TO REMAIN DURING CONSTRUCTION TO PROTECT EXISTING ROOF

SURFACES.

5. ROOFTOP CURBS: CONTRACTOR SHALL RAISE CURBS AS REQUIRED TO ACHIEVE A MINIMUM OF 8” FLASHING ABOVE ROOF SURFACE.

6. ROOFTOP EQUIPMENT: CONTRACTOR SHALL RAISE ALL PIPING, CONDUIT, DUCTWORK AS REQUIRED FOR NEW ROOF ONLY AT LOCATIONS

WHERE ROOF IS BEING REPLACED. ELBOW UP (OR DOWN) TO CONNECT TO ADJACENT ROOF PIPING, CONDUIT, ETC.. AS REQUIRED.

7. PROVIDE NOISE CONTROL OF CONSTRUCTION ACTIVITIES INVOLVING CORING OF THE CONCRETE ROOF DECKS. DUE TO NOISE LEVEL, THIS

WILL NEED TO BE PERFORMED AFTER BUSINESS HOURS. COORDINATE IN ADVANCE WITH VA.

8. MECHANICAL, PLUMBING & ELECTRICAL (MPE): CONTRACTOR SHALL SEE ALL OTHER SHEETS TO COORDINATE WITH ALL OTHER

DISCIPLINES. FOR EACH ROOF AREA TO UNDERGO ROOF REPLACEMENT, THE MECHANICAL UNITS, DUCTWORK, PLUMBING PIPING AND

ELECTRICAL CONDUITS AND ELECTRICAL CONNECTIONS TO HVAC UNITS SHALL BE REMOVED AS REQUIRED FOR REMOVAL OF EXISTING

ROOF, REINSTALLED AND RAISED TO ACCOMMODATE THE NEW THICKNESS OF ROOF INSULATION AND RECEIVE A MINIMUM OF 8" FLASHING, TO QUALIFY FOR THE WARRANTY. CONTRACTOR SHALL BE RESPONSIBLE FOR QUANTITIES OF NEW VTR FLASHING KITS. CONTRACTOR

SHALL REPORT ANY DISCREPANCIES TO THE VA AND ARCHITECT WHERE OTHER FLASHING SOLUTIONS MIGHT BE

REQUIRED/RECOMMENDED. CONTRACTOR IS RESPONSIBLE FOR DETERMINING SUCH LOCATIONS AND SHALL PROVIDE PRE-APPROVAL FROM

THE MANUFACTURER FOR APPROVAL FROM THE VA AND ARCHITECT.

9. ROOF DRAINS AND OVERFLOW SCUPPERS: THE EXISTING ROOFS GENERALLY SLOPE FROM THE RAISED PERIMETER TO EXISTING INTERIOR

ROOF DRAINS. THERE ARE NO EXISTING SECONDARY DRAINS. NEW SECONDARY DRAINS SHALL BE PROVIDED NEXT TO EXISTING (OR NEW)

PRIMARY DRAINS. THE NEW ROOF SYSTEM WILL HAVE AN INCREASED INSULATION THICKNESS, AND A CONSISTENT 1/4“ PER FOOT SLOPE TO

THE PRIMARY AND SECONDARY DRAINS; 1/2" PER FOOT FOR CRICKETS. THE PERIMETER GRAVEL GUARD WILL BE REWORKED AS REQUIRED

TO ACCOMMODATE THE NEW THICKNESS OF INSULATION. NEW UNDER DECK PLUMBING DRAIN LINES WILL BE REQUIRED AT ALL FOUR

ROOFS. THE FOUR ROOFS IN THIS SCOPE WILL ALL BE DRAINED BY ROOF DRAINS, NOT SCUPPERS, EXCEPT THAT SECONDARY DRAINS

SHALL BE PIPED BELOW THE ROOF DECK AND OUT TO THE NEAREST EXTERIOR WALL WHERE A DOWNSPOUT NOZZLE DISCHARGE WILL BE

LOCATED. LOCATION OF NOZZLES SHALL NOT BE OVER WINDOWS OR ENTRIES. SEE PLUMBING DRAWINGS.

10. DISSIMILAR METALS SHALL BE SEPARATED FROM EACH OTHER AND FROM TREATED WOOD BLOCKING WITH ROOFING FELT.

11. ALL PENETRATES THROUGH EXTERIOR WALLS SHALL BE PATCHED, REPAIRED & SEALED WEATHER TIGHT IMMEDIATELY, TO MATCH EXISTING

CONDITIONS & TO THE SATISFACTION OF THE VA AND ARCHITECT. NO OPENINGS SHALL BE LEFT UNATTENDED.

12. DO NOT USE SLOPE OVER 1:12 (ONE INCH PR 12 INCHES). PROVIDE 1:50 (1/4 INCH PER FOOT) MINIMUM TO DRAINS WITHOUT ANY "GUTTERS"

(NO SLOPES BETWEEN DRAINS). NO EXCEPTION TO MINIMUM SLOPE. SLOPE CRICKETS 1:50 (1 INCH PER FOOT).

13. COORDINATE WITH PLUMBING REQUIREMENTS FOR ROOF DRAINS AND DRAIN LOCATIONS AT LOW POINTS AND MID SPAN WHERE MAXIMUM

DEFLECTION OCCURS. DO NOT PUT DRAINS AT COLUMN OR ON SLOPES. COORDINATE WITH INSULATION TO PROVIDE SUMPS AT DRAINS.

14. COORDINATE DETAILS AND SYSTEMS USED TO PROVIDE CODE REQUIRED FIRE RATED ROOFING.

15. DO NOT USE POLYSTYRENE, URETHANE, OR WOOD FIBERBOARD INSULATION UNDER MEMBRANE.

16. DO NOT USE OVER BITUMINOUS MATERIALS WHERE DIRECT CONTACT OCCURS, INCLUDING GREASE, OIL OR OTHER SUBSTANCES NOT

COMPATIBLE WITH TPO. USE A THIN LAYER OF INSULATION, SLIP SHEET OR SEPARATOR SHEET DEPENDING ON METHOD OF ATTACHMENT.

17. TERMINATE BASE FLASHINGS MINIMUM 8 INCHES ABOVE ROOF SURFACE, INCLUDING CURB FOR BUILDING EXPANSION JOINTS.

18. DO NOT PUT EXPANSION JOINTS AT ROOF SURFACE LEVEL.

19. DO NOT USE "PITCH POCKETS" OR "SEALANT POCKETS" IN LIEU OF BASE FLASHINGS AND CAP FLASHINGS.

21. SEE DETAILS ON SHEETS A501-A506 FOR ADDITIONAL INFORMATION.

PROVIDE NEW THERMOPLASTIC POLYOLEFIN (TPO) ROOF WITH R33

MINIMUM INSULATION.

PROVIDE NEW ECO STAR MAJESTIC SLATE ROOF OR EQUAL.

NEW WORK NOTES

A103

NEW ROOF DRAINAGE PLAN

RP SD

o n e e i g h o t t h r e e i n c h e o t o n e a l f i n c h e o t o n e i n o t t h r e e q u a r t e r s i n o t o n e h a l f i n o t t h r e e e i g h t h s i n o t o n e q u a r t e r i n o t

VA FORM 08-6231, OCT 1978

A

123456789

123456789

B

C

D

A

B

C

D

E

F

Drawing Title Project Title

Checked

Building Number

Drawn

Revisions: Date

Project No.

Drawing No.

Location

Sheet of

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

V e t e r a n s

A f f a i r s

Approved: Associate Director

Approved: Chief of Staff

Approved: Service Chief

Approved: GEMS Coordinator

Approved: Infection Control Officer

Approved: Safety Manager

Approved: Chief of Mental Health Service

Approved: Chief of Police

Approved: Energy EngineerApproved: Patient Safety Nurse

Approved: Chief of Facility Management Svc.

Approved: Medical Center Director

MONTGOMERY, ALABAMA

Date

2024.09.17

619-23-101

REPLACE ROOF ON BUILDING 1

D a o t t e d

Rev. No.:

INCORPORATED

ENGINEERS

ARCHITECTS

CONSTRUCTORS

E

F

ROOF

'V'

ROOF

'U'

ROOF

'0'

ROOF

'T'

ROOF

'X'

ROOF

'N'

ROOF

'L'

ROOF

'M'

ROOF

'K'

ROOF

'J'

ROOF

'I'

ROOF

'H'

ROOF

'G'

ROOF

'E'

ROOF

'D'

ROOF

'B'

ROOF

'A'

ROOF

'C'

ROOF

'R'

ROOF

'F'

ROOF

'P'

ROOF

'Q'

ROOF

'S'

ROOF

'W'

KEY PLAN

SCALE: 1" = 20'-0"

0 10' 20' 40'

S T

A

TE OF A LA BA

M A

R E

G

ISTERED A RCHIT

E

GENERAL NOTES

1. WHENEVER MECHANICAL-ELECTRICAL (SOLAR FARM) EQUIPMENT

REQUIRING PERIODIC MAINTENANCE IS INSTALLED ON A ROOF MORE THAN 6

M (20 FT.) ABOVE THE GROUND, PROVIDE GUARDRAILS OR FENCES

BETWEEN THE ROOF EDGE AND ANY EQUIPMENT OR WALKWAYS LESS THAN

3 M (10 FT.) FROM THE EDGE. THE GUARDRAILS 1,050 MM (42 IN.) HIGH AND IN

ACCORDANCE WITH OSHA REQUIREMENTS FOR STANDARD GUARDRAILS.

SEE DETAIL 5 THIS SHEET.

2. SIGNAGE: PROVIDE SIGNAGE AT 30’ MIN. SPACING, ATTACHED TO THE

RALINGS, TO INDICATE THAT “RAILINGS ARE NOT TO BE USED AS TIE DOWNS.”

3. TIE-DOWNS: PROVIDE A MINIMUM OF (4) PER HVAC EQUIPMENT OR CLUSTER

OF FANS/EQUIPMENT, FOR SAFETY, AT UNITS THAT REQUIRE MAINTENANCE.

COORDINATE WITH THE COR AND ARCHITECT FOR EXACT LOCATIONS.

1. WALKWAY PATHS: CONTRACTOR TO PROVIDE NEW ROOF WALKWAY PADS

TO PROTECT THE NEW ROOF SURFACE. THESE WALKWAY PADS WILL BE

PLACED STRATEGICALLY FROM ROOF ACCESS LOCATIONS TO ROOFTOP

EQUIPMENT. THE WALKWAY PROTECTION WILL CONSIST OF A STANDARD

ROLL WIDTH OF ROOFING CAP MEMBRANE

MATERIAL (APPROXIMATELY 32” WIDE) BY 60”, SPOT

ADHERED, LEAVING 6” CLEAR BETWEEN EACH PAD. SPECIFIC WALKWAY

ROUTES ARE SHOWN ON THE ARCHITECTURAL PLANS.

WALKWAY PATHS

5'-0" MAX.

EQ

UA

L

EQ

UA

L

3'- 6"

M

IN

2" O.D. GALVANIZED STEEL PIPE RAIL

AND SUPPORTS, TO MATCH EXIST.

(4) 3/8"Ø THREAEDED RODS WITH HILTI HIT

RE-500 EPOXY WITH 1 3/4" EMBED MIN.

3/16

EXISTING CONCRETE DECK

INSULATION

COVERBOARD

LIQUID APPLIED

REINFORCED FLASHING.

8" MIN.

TYP.

1 1/2"

TYP.

SEAL AROUND PENETRATION

WITH COMPATIBLE SEALANT

1/2" GALVANIZED SQUARE PLATE

ROOF

'V'

ROOF

'U'

ROOF

'0'

ROOF

'T'

ROOF

'X'

ROOF

'N'

ROOF

'L'

ROOF

'M'

ROOF

'K'

ROOF

'J'

ROOF

'I'

ROOF

'H'

ROOF

'G'

ROOF

'E'

ROOF

'D'

ROOF

'B'

ROOF

'A'

ROOF

'C'

ROOF

'R'

ROOF

'F'

ROOF

'P'

ROOF

'Q'

ROOF

'S'

ROOF

'W'

V

V 2"

GND

V 2"

V V

V 3"

V 3"

V 2"

RD

RD

V 3"

V

V

V

V

V

NEW GUARD RAIL

SEE DTL. 5/A-106

TYP.

NEW WALKWAY PADS

AS SHOWN

NEW WALKWAY PADS

AS SHOWN

NEW WALKWAY PADS

AS SHOWN

NEW WALKWAY PADS

AS SHOWN

NEW WALKWAY PADS

AS SHOWN

NEW WALKWAY PADS

AS SHOWN

NEW GUARD RAIL

SEE DTL. 5/A-106

TYP.

NEW GUARD RAIL

SEE DTL. 5/A-106

TYP.

NEW GUARD RAIL

SEE DTL. 5/A-106

TYP.

NEW GUARD RAIL

SEE DTL. 5/A-106

TYP.

NEW GUARD RAIL

SEE DTL. 5/A-106

TYP.

NEW GUARD RAIL

SEE DTL. 5/A-106

TYP.

NEW GUARD RAIL

SEE DTL. 5/A-106

TYP.

NEW GUARD RAIL

SEE DTL. 5/A-106

TYP.

NEW GUARD RAIL

SEE DTL. 5/A-106

TYP.

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

0 4' 8' 16'

A104

LIFE SAFETY AND FALL

PROTECTION PLAN

RP SD

o n e e i g h o t t h r e e i n c h e o t o n e a l f i n c h e o t o n e i n o t t h r e e q u a r t e r s i n o t o n e h a l f i n o t t h r e e e i g h t h s i n o t o n e q u a r t e r i n o t

VA FORM 08-6231, OCT 1978

A

123456789

123456789

B

C

D

A

B

C

D

E

F

Drawing Title Project Title

Checked

Building Number

Drawn

Revisions: Date

Project No.

Drawing No.

Location

Sheet of

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

V e t e r a n s

A f f a i r s

Approved: Associate Director

Approved: Chief of Staff

Approved: Service Chief

Approved: GEMS Coordinator

Approved: Infection Control Officer

Approved: Safety Manager

Approved: Chief of Mental Health Service

Approved: Chief of Police

Approved: Energy EngineerApproved: Patient Safety Nurse

Approved: Chief of Facility Management Svc.

Approved: Medical Center Director

MONTGOMERY, ALABAMA

Date

2024.09.17

619-23-101

REPLACE ROOF ON BUILDING 1

D a o t t e d

Rev. No.:

INCORPORATED

ENGINEERS

ARCHITECTS

CONSTRUCTORS

E

F

NTS

TYPICAL PIPE RAIL

1/8" = 1' 0"

LIFE SAFETY AND FALL PROTECTION PLAN

ROOF

'V'

ROOF

'U'

ROOF

'0'

ROOF

'T'

ROOF

'X'

ROOF

'N'

ROOF

'L'

ROOF

'M'

ROOF

'K'

ROOF

'J'

ROOF

'I'

ROOF

'H'

ROOF

'G'

ROOF

'E'

ROOF

'D'

ROOF

'B'

ROOF

'A'

ROOF

'C'

ROOF

'R'

ROOF

'F'

ROOF

'P'

ROOF

'Q'

ROOF

'S'

ROOF

'W'

KEY PLAN

S T

A

TE OF A LA BA

M A

R E

G

ISTERED A RCHIT

E

KEY NOTES

1. REPLACE ALL EXISTING FLASHING WITH NEW COPPER FLASHING FOR ALL

SLATE, AND COPPER ROOFS.

2. ALL NEW FLASHING NECESSARY FOR NEW CONSTRUCTION SHALL BE

COPPER.

3. CLEAN, SAND, PREP AND PAINT ALL DORMER LOUVER VENTS AND FACE

FLASHING TO MATCH EXISTING COLOR.

4. CLEAN, SAND, PREP AND PAINT ALL VENTS TO MATCH NEW SLATE ROOF.

5. CLEAN AND SEAL ALL EXISTING GUTTERS, INCLUDING BUT NOT LIMITED TO

COPPER.

6. REPLACE EXISTING COOPER SHED ROOFS "Y" AND "Z" WITH NEW COPPER

SHED ROOF.

7. ROOF ACCESS TO REMAIN, PROTECT/REINSTALL DURING NEW WORK.

ROOF

'V'

ROOF

'U'

ROOF

'0'

ROOF

'T'

ROOF

'X'

ROOF

'N'

ROOF

'L'

ROOF

'M'

ROOF

'K'

ROOF

'J'

ROOF

'I'

ROOF

'H'

ROOF

'G'

ROOF

'E'

ROOF

'D'

ROOF

'B'

ROOF

'A'

ROOF

'C'

ROOF

'R'

ROOF

'F'

ROOF

'P'

ROOF

'Q'

ROOF

'S'

ROOF

'W'

V

V 2"

GND

V 2"

V V

V 3"

V 3"

V 2"

RD

RD

V 3"

V

V

V

V

V

EXISTING METAL SHEET

FLASHING TO REPLACE

WITH COPPER

EXISTING METAL SHEET

FLASHING TO REPLACE

WITH COPPER

EXISTING METAL SHEET

FLASHING TO REPLACE

WITH COPPER

EXISTING METAL SHEET

FLASHING TO REPLACE

WITH COPPER

EXISTING METAL SHEET

FLASHING TO REPLACE

WITH COPPER. TYP

EXISTING CONCRETE SILL

TO REMAIN.

EXISTING METAL SHEET

FLASHING TO REPLACE

WITH COPPER. TYP

EXISTING CONCRETE SILL

TO REMAIN.

ROOF…