IFC 04AUG2023 Drawings Revision 2.pdf

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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

FULLY SPRINKLERED

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

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COVER

1 4OKM

CORRECT ATRIUM FIRE

PROTECTION ISSUES

DURHAM VA MEDICAL CENTER

508 FULTON ST.

DURHAM, NC 27705 JULY 28, 2023

CONSTRUCTION DRAWINGS

558-21-10621-045

CORRECT ATRIUM FIRE PROTECTION ISSUES

DURHAM VA MEDICAL CENTER

508 FULTON ST.

DURHAM, NC 27705

VA PROJECT #: 558-21-106

WVS

DRAWING LIST

GENERAL

G-001 COVER 1 4

G-002 CONSTRUCTION SITE PLAN 2 4

G-003 GROUND FLOOR LIFE SAFETY PLAN 3 4

G-004 ICRA INFORMATION AND DETAILS 4 4

STRUCTURAL

S-001 GENERAL NOTES 1 4

S-101 ATRIUM PLAN 2 4

S-102 ROOF PLAN 3 4

S-201 DETAILS 4 4

ARCHITECTURAL

A-001 ARCHITECTURAL SYMBOLS, ABBREVIATIONS AND NOTES 1 15

A-101 GROUND FLOOR PLAN 2 15

AD105 ROOF EXISTING CONDITIONS PLAN & PHOTOS 3 15

AD105A ROOF DEMOLITION PLAN - REROOF WHOLE ROOF AREA 4 15

AD105B ROOF DEMOLITION PLAN - PARTIAL ROOF AREA RE-ROOF 5 15

A-105A ROOF PLAN - REROOF WHOLE ROOF AREA 6 15

A-105B ROOF PLAN - PARTIAL ROOF AREA RE-ROOF 7 15

A-201 INTERIOR ELEVATIONS 8 15

A-202 INTERIOR ELEVATIONS 9 15

A-203 WINDOW ELEVATIONS 10 15

A-204 WINDOW ELEVATIONS 11 15

A-205 WINDOW DETAILS 12 15

A-401 OFFICE & CONFERENCE ROOM ENLARGED PLANS 13 15

A-402 PARTIAL GROUND FLOOR PLANS 14 15

A-501 DETAILS AND RAILING ELEVATIONS 15 15

FIRE SUPPRESSION

FX001 FIRE SUPPRESSION GENERAL INFORMATION 1 2

FX101 GROUND FLOOR FIRE SUPPRESSION PLAN 2 2

MECHANICAL

M-001 MECHANICAL GENERAL INFORMATION 1 10

MH101 GROUND FLOOR HVAC PLAN 2 10

MH102 FIRST FLOOR HVAC PLAN 3 10

MH103 SECOND FLOOR HVAC PLAN 4 10

MH104 THIRD FLOOR HVAC PLAN 5 10

MH105 ROOF MECHANICAL PLAN 6 10

M-300 MECHANICAL SECTIONS 7 10

M-301 MECHANICAL SECTIONS 8 10

M-501 MECHANICAL CONTROLS SCHEMATIC 9 10

M-601 MECHANICAL SCHEDULES 10 10

ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES, SYMBOL LEGENDS, AND ABBREVIATIONS 1 6

E-101 PARTIAL SITE ELECTRICAL PLAN 2 6

E-102 GROUND FLOOR ELECTRICAL PLAN 3 6

E-105 ROOF ELECTRICAL PLAN 4 6

E-601 ELECTRICAL SCHEDULES AND DETAILS 5 6

E-602 ELECTRICAL DETAILS AND SINGLE LINE DIAGRAMS 6 6

FIRE ALARM

FA001 FIRE ALARM GENERAL NOTES, SYMBOL LEGEND, AND RISER 1 6

FA101 GROUND FLOOR FIRE ALARM PLAN 2 6

FA102 FIRST FLOOR FIRE ALARM PLAN 3 6

FA103 SECOND FLOOR FIRE ALARM PLAN 4 6

FA104 THIRD FLOOR FIRE ALARM PLAN 5 6

FA105 ROOF FIRE ALARM PLAN 6 6

DocuSign Envelope ID: AA532F77-8364-4B52-91C1-84680DC67BFA

8/3/2023

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BUILDING LEGEND

1. MAIN BUILDING

5. MIRECC

6. ENGINEERING SERVICES

7. BOILER PLANT

8. MENTAL HEALTH

9. A.C. PLANT

10. RESEARCH

11. FLAG POLE

12. OXYGEN TANK

13. STORAGE

14. RESEARCH

16. RESEARCH & EDUCATION

18. GENERATORS

19. GENERATOR

20. SUBSTATION

21. TRANSFORMER

23. E.C.R.C.

24. GROUNDS SHOP

25. SUBSTATION

26. PARKING DECK

27. TRANSFORMER

33. PARKING DECK

PROPOSED

CRANE LOCATION

CONTRACTOR

ACCESS TO ROOF

LOCATION OF WORK TO

BE PERFORMED AT ROOF

CONSTRUCTION LEGEND

OVERHEAD CRANE SWING PROHIBITED

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

FULLY SPRINKLERED

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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CONSTRUCTION SITE PLAN

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CORRECT ATRIUM FIRE

PROTECTION ISSUES

DURHAM VA MEDICAL CENTER

508 FULTON ST.

DURHAM, NC 27705 JULY 28, 2023

CONSTRUCTION DRAWINGS

558-21-10621-045

WVS

Scale: 1" = 60'-0"

CONSTRUCTION SITE PLAN

Scale: No Scale

EXISTING ROOF PHOTO

A. WINDOWS TO BE STORED AT GC PROPERTY AND

BROUGHT TO SITE AS NEEDED.

B. EMERGENCY DEPARTMENT ENTRANCE MUST

REMAIN IN OPERATION AT ALL TIMES. CRANE

LOCATION CANNOT IMPEDE ENTRANCE AND

CRANE MAY NOT SWING OVER EMERGENCY

DEPARTMENT AT ANY TIME.

1 CRANE LOCATION CANNOT IMPACT EMERGENCY

DEPARTMENT ENTRANCE. CANNOT IMPEDE

AMBULANCES.

2 CRANE - TO BE SET UP DURING WEEKEND HOURS.

3 TREE AREA.

4 EMERGENCY ENTRANCE.

SD

UP

UP

DN

UP

EGRESS PATH

EGRESS IDENTIFICATION

FIRE EXTINGUISHER CABINET

EMERGENCY RESPONSE REFERENCE

CONTROLLED ACCESS - ALWAYS

UNLOCKED IN DIRECTION OF EGRESS

CA

FEC

CAPACITYCLR

EXTERIOR

EXIT

XX" ###

EXIT

IDENTIFICATION

EGRESS CLEAR

WIDTH

EGRESS CAPACITY

PROJECT NAME: CORRECT ATRIUM FIRE PROTECTION

PROJECT ADDRESS: DURHAM VA MEDICAL CENTER

508 FULTON STREET

DURHAM, NC 27705

PROPOSED USE: HEALTHCARE

OWNED BY: FEDERAL GOVERNMENT

AUTHORITY HAVING JURISDICTION: US DEPARTMENT OF VETERAN AFFAIRS

PROJECT DESCRIPTION: MODIFICATION OF LARGE VOLUME SPACE TO CORRECT FIRE

PROTECTION/SEPARATION MEASURES AND PROVIDE SMOKE EXHAUST SYSTEM

APPLICABLE CODES:

2021 NFPA 101 LIFE SAFETY CODE

2021 NFPA 220 STANDARDS ON TYPES OF BUILDING CONSTRUCTION

2021 INTERNATIONAL BUILDING CODE

2010 AMERICANS WITH DISABILITIES ACT (ADA) STANDARDS

2017 PG-18-13 VA BARRIER FREE DESIGN STANDARD

GENERAL CODE INFORMATION:

CONSTRUCTION TYPE: I (332) PER NFPA 220

PRIMARY OCCUPANCY: HEALTHCARE

CONSTRUCTION SCOPE: MODIFICATION

SPRINKLERS: FULLY SPRINKLERED

ALLOWABLE STORIES ABOVE GRADE: UNLIMITED (2021 IBC, T504.4)

ACTUAL STORIES: 9

ALLOWABLE AREA: UNLIMITED (2021 IBC, T506.2)

LIFE SAFETY SYSTEMS:

EMERGENCY LIGHTING: YES

EXIT SIGNS: YES

FIRE ALARM: YES

SMOKE DETECTION: YES

LARGE VOLUME SPACE 4,653 S.F.

OCCUPANT LOAD 311 PERSONS

PLUMBING FIXTURES: EXISTING TO REMAIN

GENERAL: VA HAS ADOPTED THE LATEST EDITION OF THE FOLLOWING CODES AND

STANDARDS AS A MINIMUM FOR ALL PROJECTS PERFORMED IN THE MODERNIZATION,

ALTERATION, ADDITION, OR IMPROVEMENT OF ITS REAL PROPERTY AND THE

CONSTRUCTION OF NEW STRUCTURES. VA DESIGN MANUALS AND MASTER

SPECIFICATIONS SPECIFY OTHER CODES AND STANDARDS THAT VA FOLLOWS ON ITS

PROJECTS:

• VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, VA NATIONAL CAD STANDARD

APPLICATION GUIDE, AND OTHER GUIDANCE ON THE TECHNICAL INFORMATION LIBRARY

(TIL) (HTTP://WWW.CFM.VA.GOV/TIL/).

• INTERNATIONAL BUILDING CODE (IBC) 2021 (ONLY WHEN SPECIFICALLY REFERENCED IN VA

DESIGN DOCUMENTS, SEE NOTES BELOW)

• NFPA 101 LIFE SAFETY CODE 2021 (SEE NOTES BELOW)

• NFPA NATIONAL FIRE CODES WITH THE EXCEPTION OF NFPA 5000 AND NFPA 900

• OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS.

• VA SEISMIC DESIGN REQUIREMENTS, H-18-8

• NATIONAL ELECTRICAL CODE (NEC)

• INTERNATIONAL PLUMBING CODE (IPC) 2021

• SAFETY CODE FOR ELEVATORS AND ESCALATORS, AMERICAN SOCIETY OF MECHANICAL

ENGINEERS (ASME) A 17.1.

• ASME BOILER AND PRESSURE VESSEL CODE

• ASME CODE FOR PRESSURE PIPING

• ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS) INCLUDING VA

SUPPLEMENT, BARRIER FREE DESIGN STANDARD (PG-18-13)

• BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AMERICAN CONCRETE

INSTITUTE AND COMMENTARY (ACI 318)

• MANUAL OF STEEL CONSTRUCTION, LOAD AND RESISTANCE FACTOR DESIGN

SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS, AMERICAN INSTITUTE OF STEEL

CONSTRUCTION (AISC)

• ENERGY POLICY ACT OF 2005 (EPACT)

• DOE INTERIM FINAL RULE: ENERGY CONSERVATION STANDARDS FOR NEW FEDERAL,

COMMERCIAL AND MULTI-FAMILY HIGH-RISE RESIDENTIAL BUILDINGS AND NEW LOW-RISE

RESIDENTIAL BUILDINGS, 10 CFR PARTS 433, 434 AND 435.

• FEDERAL LEADERSHIP IN HIGH PERFORMANCE AND SUSTAINABLE BUILDINGS:

MEMORANDUM OF UNDERSTANDING (MOU)

• THE PROVISIONS FOR CONSTRUCTION AND SAFETY SIGNS. STATED IN THE GENERAL

REQUIREMENTS SECTION 01 00 00 OF THE CONSTRUCTION SPECIFICATION.

• VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY – ASHRAE STANDARD 62.1- 2019.

• SAFETY STANDARD FOR REFRIGERATION SYSTEMS – ASHRAE STANDARD 15 – 2019.

NOTES:

1. NFPA 101 PRIMARILY ADDRESSES LIFE SAFETY AND FIRE PROTECTION FEATURES WHILE

THE IBC ADDRESSES A WIDE RANGE OF CONSIDERATIONS, INCLUDING, BUT NOT LIMITED

TO, STRUCTURAL STRENGTH, SEISMIC STABILITY, SANITATION, ADEQUATE LIGHT AND

VENTILATION, AND ENERGY CONSERVATION. VA BUILDINGS MUST MEET THE

REQUIREMENTS OF NFPA 101 AND DOCUMENTS REFERENCED BY NFPA 101 IN ORDER TO

COMPLY WITH THE ACCREDITATION REQUIREMENTS OF THE JOINT COMMISSION. DESIGN

FEATURES NOT ADDRESSED BY NFPA 101 OR DOCUMENTS REFERENCED THEREIN SHALL

COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE IBC OR AS OTHERWISE

ADDRESSED ABOVE IN THIS PROGRAM GUIDE. FOR DESIGN FEATURES THAT ARE

ADDRESSED BY BOTH THE IBC AS WELL AS NFPA 101 OR A DOCUMENT REFERENCED BY

NFPA 101, THE REQUIREMENTS OF NFPA 101 OR THE DOCUMENT REFERENCED BY NFPA 101

SHALL SUPERCEDE.

2. CONFLICTS BETWEEN NATIONALLY RECOGNIZED CODES AND STANDARDS AND VA

REQUIREMENTS – SHOULD A CONFLICT EXIST BETWEEN VA REQUIREMENTS AND VA

ADOPTED NATIONALLY RECOGNIZED CODES AND STANDARDS, THE CONFLICT SHALL BE

BROUGHT TO THE ATTENTION OF VA. THE RESOLUTION OF THE CONFLICT SHALL BE MADE

BY THE AUTHORITY HAVING JURISDICTION FOR VA TO ENSURE A CONSISTENCY SYSTEM

WIDE.

106'-1'' TRAVEL DISTANCE

99'-10'' TRAVEL DISTANCE

37'-3'' TRAVEL DISTANCE

T R

A V

E L D

IS

T

A N

C E

ACCESSIBLE ROUTE

CAFETERIA

AG002

21201917A

R

S

T

F.9 F.1

AHU

EG003

OFFICE

EG005A

OFFICE

EG005

CORRIDOR

OFFICE

EG007

OFFICE

EG009

OFFICE

EG011

STORAGE

EG013

STAIR

CONFERENCE

ROOM

STORAGE

CANTEEN

FG150

KITCHEN

EG010

MECH

ROOM

BG001A

CAFETERIA

AG002

D-1000

CANTEEN

DINING

AG000A

CANTEEN

DINING

AG000A

D -1

A

UP

LOW WALL

PLANTER

HIGH WALL

EXAM

ROOM

F1269

EXAM

ROOM

F1271

STAIR

RECORD

ROOM

F1262

CORRIDOR

1FW26

OFFICE

E1266

TOILET

F1261

TOILET

F1259

WAITING

F1255

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

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

Date Checked Drawn

FULLY SPRINKLERED

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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GROUND FLOOR LIFE SAFETY PLAN

3 4OKM

CORRECT ATRIUM FIRE

PROTECTION ISSUES

DURHAM VA MEDICAL CENTER

508 FULTON ST.

DURHAM, NC 27705 JULY 28, 2023

CONSTRUCTION DRAWINGS

558-21-10621-045

WVS

NORTH

0 4 8 16

LIFE SAFETY LEGEND

N

KEY PLAN

SCALE: NO SCALE

ATRIUM

CONFERENCE

ROOM

CODE SUMMARY

CODE STANDARDS AND EXECUTIVE ORDERS

(PG-18-3 TOPIC 1)

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

OVERALL LIFE SAFETY PLAN

CAPACITYCLR

EXIT

32" 160

CAPACITYCLR

EXIT

32" 160

CONF. ROOM

1,098 SF

OCCUPANTS 74

CANTEEN

DINING

4,227 SF

INFECTION CONTROL RISK MITIGATION RECOMMENDATIONS MATRIX OF PRECAUTIONS

FOR CONSTRUCTION AND RENOVATION

DUST CONTROL PLAN NOTES

1. THE VAMC INFECTION CONTROL GROUP HAS CONFIRMED THE

DESIGNATION FOR THIS PROJECT IS LEVEL IV FOR THE CLASS OF

PRECAUTIONS OR LEVEL OF INFECTION CONTROL ACTIVITIES. HARD

SURFACE BARRIERS SHALL BE USED EXCEPT IN THE AREA

INDICATED ON THE PHASING PLAN WITH PLASTIC BARRIERS

(MINIMUM 4MIL) TO SEAL AREA FROM NON-WORK AREA AS LONG AS

THE SPRINKLER SYSTEM IS INTACT AND ACTIVE.

AFTER EACH PHASE, PERFORM TASKS STATED IN NOTE 6A.

2. PROVIDE STICKY MATS AND BLANKET AT THE PLASTIC BARRIER

ENTRANCE SPACES AND CHANGE DAILY OR MORE OFTEN AS

NEEDED TO PREVENT THE SPREAD OF DUST AND DEBRIS INTO

ADJACENT CLEAN SPACE.

INTERNAL DEMOLITION AND CONSTRUCTION ACTIVITIES DUST AND

DEBRIS CONTROL

3. USE CORRIDORS AS PRIMARY CONSTRUCTION ACCESS.

3A. TRAFFIC CONTROL: DESIGNATED ENTRY AND EXIT PROCEDURES

SHALL BE DEFINED. EGRESS PATHS SHALL BE FREE OF DEBRIS;

DESIGNATED ELEVATORS SHALL BE USED DURING SCHEDULED

TIMES; AND ONLY AUTHORIZED PERSONNEL SHALL BE ALLOWED

TO ENTER THE CONSTRUCTION ZONE. SIGNAGE SHALL DIRECT

PEDESTRIAN TRAFFIC AWAY FROM THE CONSTRUCTION AREA AND

MATERIALS.

4. CONTRACTOR SHALL USE TWO CARTS TO TRANSFER

CONSTRUCTION MATERIAL IN AND OUT OF THE PROJECT - A CLEAN

CART SHALL BE USED; THE NOT-SO-CLEAN CART SHALL BE USED

BETWEEN THE MAIN ENTRY AND THE CONSTRUCTION

STAGING/PREP AREA.

4A. DEMOLITION DEBRIS: DEBRIS SHALL BE REMOVED IN CARTS WITH

TIGHTLY FITTED COVERS, USING DESIGNATED TRAFFIC ROUTES.

EFFORTS SHALL BE MADE TO MINIMIZE USE OF ELEVATORS WITH

AN EMPHASIS ON TRANSPORT DURING THE LOWEST PERIOD OF

ACTIVITY. DEBRIS SHALL BE REMOVED DAILY AND AT TIMES

SPECIFIED BY THE VAMC. IF CHUTES ARE USED TO DIRECT DEBRIS

OUTSIDE, HIGH EFFICIENCY PARTICULATE AIR (HEPA) FILTERED

NEGATIVE AIR MACHINES SHALL BE USED, AND THE CHUTE

OPENING SHALL BE SEALED WHEN NOT IN USE. FILTERS SHALL BE

BAGGED AND SEALED BEFORE BEING TRANSPORTED OUT OF THE

CONSTRUCTION AREA. THE CONTRACTOR SHALL NOT HAUL DEBRIS

THROUGH PATIENT-CARE AREAS WITHOUT PRIOR APPROVAL OF

THE COR.

VENTILATION AND ENVIRONMENTAL CONTROLS

5. AIR SYSTEM FLOW: THE COR VERIFY AND ACKNOWLEDGE

CONTRACTOR WHETHER THE CONSTRUCTION AREA USES

FRESH/OUTSIDE OR RE-CIRCULATED AIR; FILTERS SHALL BE ADDED

OR RETURN VENTS COVERED AS NEEDED WITH FILTER MATERIAL

OR PLASTIC. AIR MUST FLOW FROM CLEAN TO DIRTY AREAS.

5A. NEGATIVE AIR PRESSURE: THE AIR WITHIN THE CONSTRUCTION

AREA SHALL BE NEGATIVE WITH RESPECT TO SURROUNDING

AREAS AND WITH NO DISRUPTION OF AIR SYSTEMS OF ADJACENT

AREAS. USE OF THE NEGATIVE AIR PRESSURE SYSTEM WITHIN THE

ENCLOSURE TO REMOVE DUST SHALL PASS AIR THROUGH AN

INDUSTRIAL GRADE, PORTABLE HEPA FILTER CAPABLE OF

FILTRATION RATES OF 300-800 CUBIC FEET PER MINUTE (FT3/MIN),

OR EXHAUST AIR DIRECTLY TO THE OUTSIDE IF APPROVED BY

VAMC. IF EXHAUST SHALL BE TIED INTO A RE-CIRCULATED AIR

SYSTEM, A PRE-FILTER AND HEPA FILTER SHALL BE USED BEFORE

EXHAUST TO PREVENT CONTAMINATION OF THE DUCTS.

5B. ADJACENT AREAS: THE STATUS OF SEALED PENETRATIONS AND

INTACT CEILING SHALL BE VERIFIED DAILY.

5C. AIR EXCHANGE RATES AND PRESSURE RELATIONSHIPS: VAMC AND

CONTRACTOR SHALL VERIFY AND MAINTAIN PROPER RATES IN

CRITICAL AREAS NEAR CONSTRUCTION ACTIVITY AND ENSURE AIR

IS NOT BEING RE-CIRCULATED WITHOUT FILTRATION FROM THE

CONSTRUCTION AREA ELSEWHERE. PROVIDE AIR PRESSURE

TESTING THROUGHOUT THE PROJECT IN THE FREQUENCY AS

IDENTIFIED BY THE COR.

CONTAMINATION OF PATIENT ROOMS, SUPPLIES, EQUIPMENT AND

RELATED AREAS

6. WORKSITE CLOTHING: CONTRACTOR PERSONNEL CLOTHING SHALL

BE FREE OF LOOSE SOIL AND DEBRIS BEFORE LEAVING THE

CONSTRUCTION AREA. IF PROTECTIVE APPAREL IS NOT WORN

(E.G., COVERALLS, FOOTGEAR AND HEADGEAR) A HEPA-FILTERED

VACUUM SHALL BE USED TO REMOVE DUST FROM CLOTHING

BEFORE LEAVING THE BARRICADE. IF PROTECTIVE APPAREL IS

UTILIZED, THE CONTRACTOR SHALL CONSTRUCT A SPACE OR

ANTEROOM FOR CHANGING CLOTHING AND STORING EQUIPMENT

(DESIGNATED AREA. ALL EQUIPMENT, TOOLS, TOOL CARTS, AND

MATERIALS TRANSPORTED THROUGH OCCUPIED AREAS SHALL BE

MADE FREE FROM DUST AND MOISTURE BY VACUUMING AND WET

WIPING BEFORE THEIR REMOVAL FROM THE CONSTRUCTION ZONE

OR WORK AREA.

6A. POST CONSTRUCTION: DO NOT REMOVE BARRIERS AND KEEP ALL

HVAC ISOLATION UNTIL CONTRACTOR HAS CLEANED

CONSTRUCTION SITE, VA EMS STAFF HAS DONE A TERMINAL

CLEANING, AND VA INFECTIOUS DISEASE CONTROL HAS INSPECTED

AND APPROVED THE CLEANING.

ICRA NOTES

NOTE:

CONSTRUCTION ACTIVITY - TYPE C

RISK GROUP - GROUP 3 HIGH RISK

ICRA MEASURES - CLASS III

APPLICABLE TO ALL INTERIOR WORK

ICRA MEASURES IN CANTEEN FOR WINDOW

REPLACEMENT AND DUCT INSTALLATION TO BE

COORDINATED WITH COR. WINDOW REPLACEMENT

TO OCCUR FROM THE CANTEEN SIDE. COORDINATE

SEQUENCE OF WORK. ALL INTERIOR CORRIDORS TO

BE SEALED OFF WITH 6 MIL PLASTIC BARRIER WHILE

WINDOWS ARE BEING REMOVED AND NEW WINDOWS

INSTALLED. ALL INTERIOR TRIM WORK TO THE

CORRIDOR SIDE TO BE DONE OFF HOURS.

III/IVLOW Risk Group 1

Class III

Note: Infection Control approval will be required when the Construction Activity and Risk Level indicate that

It is the Contractor's Responsibility to provide the following Infection Control Precautions depending upon the Area Class Designation

II

I

III

MEDIUM Risk Group 2

HIGH Risk Group 3

HIGHEST Risk Group 4 IV

IV

IV

III/IV

III/IV

III

III/IV

I

III

Patient Risk Group Table

Infection Control Matrix - Class of Precautions: Construction Project by Patient Risk

TYPE A

Construction Project Type

Major demolition and construction projects

Includes, but is not limited to:

- activities which require consecutive work shifts

- requires heavy demolition or removal of a complete ceiling system

- new construction

Work that generates a moderate to high level of dust or requires demolition or removal of any fixed building components or assemblies

Includes, but is not limited to:

- sanding of walls for painting or wall covering

- removal of floor coverings, ceiling tiles and casework

- new wall construction

- minor duct work or electrical work above ceilings

- major cabling activities

- any activity which cannot be completed within a single work shift

Small scale, short duration activities which create minimal dust

Includes, but is not limited to:

- installation of telephone and computer cabling

- access to chase spaces

- cutting of walls or ceiling where dust migration can be controlled

Inspection and Non-Invasive Activities

Includes, but is not limited to:

- removal of ceiling tiles for visual inspection limited to 1 tile to 50 square feet

- painting (but not sanding), wall covering

- electrical trim work, minor plumbing, and activities which do not generate dust or require cutting of walls or access to ceilings other than for visual inspection

Type of Construction / Project Activity Table

Group 2 Medium Risk

Group 1 Low Risk

- Physical Occupational Therapy

- Outpatient Clinics

- WAITING ROOMS

- Sleep Lab

- Mental Health (Outpatient Only)

- Prosthetics

- Orthotics

- Domiciliary

- Other

- Office Areas

- Outdoors

- Electrical Rooms

- Mechanical Rooms

- Stairwells

- Conference Rooms

- Other

I

Patient Risk Group

TYPE D

TYPE C

TYPE B

TYPE A

Group 4 Highest Risk

Group 3 High Risk

- Emergency Room

- Kitchen

- Food Preparation

- Dining

- Canteen

- Echocardiography

- Radiology/MRI

- Respiratory Therapy

- Nuclear Medicine

- Senior Mental Health

- Community Living Center

Clean Suppy

- Other

- Cardiac Cath

- EP Lab or Cardiology

- Sterile Processing Service

- All Inpatient Medical or Surgical Units

- Care Units

- PACU

- MICU

- SICU

- TCU

- Spinal Cord Injury

- Negative Pressure Isoloation Rooms

- Outpatient Chemotherapy

- Oncology Areas

- Operating Rooms

- Endoscopy

- Dialysis

- Bronchoscopy

- Pharmacy

- Clinical Laboratories

- Other

III

TYPE DTYPE CTYPE B

Class IVor control procedures are necessary.

C

LA

S S

IV

C

LA

S

S

II

During Construction Project

C L-

I C

LA

S

S

II

I

1. Remove barrier materials carefully to minimize spreading of dirt and debris associated with construction.

2. Contain construction waste before transport in tightly covered containers.

3. Cover transport receptacles or carts. Tape covering

4. Vacuum work area with HEPA filtered vacuums.

5. Wet mop area with disinfectant after barriers are removed.

6. Remove or isolate HVAC system in areas where work was being performed.

1. Remove barrier materials carefully to minimize spreading of dirt and debris associated with construction.

2. Contain construction waste before transport in tightly covered containers.

3. Cover transport receptacles or carts. Tape covering.

4. Vacuum work with HEPA-filtered vacuums.

5. Wet mop with disinfectant.

6. Remove isolation of HVAC system in areas where work is being performed.

1. Wipe surfaces to remove dust.

Upon Completion of Project

1. Wipe work surfaces with disinfectant.

2. Contain construction waste before transport in tightly covered containers.

3. Wet mop and/or vacuum work area with HEPA filtered vacuum before leaving work areas.

4. Remove isolation of HVAC system in areas where work is being performed.

1. Includes all activities required by Class II

2. Obtain Infection Control Permit from Hospital Safety Officer or Facilities

Management Maintenance and Engineering department before construction begins.

3. Remove or isolate HVAC system in area where work is being done to prevent contamination of duct system.

4. Complete all critical barriers before construction begins or implement control cube method.

5. Maintain negative air pressure within work site utilizing HEPA-equipped air filtration units.

6. Contain construction waste before transport in tightly covered containers.

7. Cover transport receptacles or carts. Tape covers.

8. Wet mop and/or vacuum with HEPA filtered vacuum before leaving work areas.

9. Remove isolation of HVAC system in areas where work is being performed.

1. Execute work by methods to minimize raising dust from construction operations.

2. Immediately replace a ceiling tile displaced for visual inspection.

1. Includes all activities required by Class I

2. Provide active means to prevent airborne dust from dispersing into atmosphere.

3. Water mist work surfaces to control dust while cutting.

4. Seal unused doors with duct tape.

5. Block off and seal air vents.

6. Replace adhesive walk-off mats at entrance and exit of work area. Replace used mats in accordance with manufacturer's recommendations.

7. Remove or isolate HVAC system in area where work is being done to prevent contamination of duct system.

1. Includes all activities required by Class III

2. Obtain Infection Control Permit from Hospital Safety Officer or Facilities

Management Maintenance and Engineering department before construction begins.

3. Isolate HVAC system in areas where work is being done to prevent contamination of duct system.

4. Complete all critical barriers or implement control cube method before construction begins.

5. Maintain negative air pressure within work site utilizing HEPA equipped air filtration units.

6. Seal holes, pipes, conduits, and punctures appropriately.

7. Construct anteroom and require all personnel to pass through this room so they can be vacuumed sing a HEPA vacuum cleaner before leaving work site or they can wear cloth or paper coveralls that re removed each time they leave the work site.

8. All personnel entering work site are required to wear shoe covers. Shoe covers must be changed each time the worker exits the work area.

9. Place adhesive walk-off mats at entrance to work area within anteroom.

10. Replace per manufacturer's recommendations. Do not remove barriers from work area until completed project is inspected each by the Hospital Safety Officer, Facilities Management Maintenance and Engineering Department and thoroughly cleaned by the Hospital Environmental Services Department or their contracted Environmental Service Company Contain construction waste before transport in tightly covered containers.

11. Cover transport receptacles or carts. Tape covering

12. Vacuum work area with HEPA filtered vacuums.

13. Wet mop with disinfectant after barriers are removed.

14. Remove isolation of HVAC system in areas where work is being performed.

CONFERENCE

ROOM

STORAGE

CANTEEN

FG150

ISO

OFFICE

FG148

OFFICE

FG147A

DECEDENT

AFFAIRS

FG147

AFGE

FG146

AFGE

FG146A

OFFICE,

PRIVACY

FG145

INSTALL PLASTIC

BARRIER WITH

ZIPPER ACCESS.

TAPE AND SEAL

TIGHT

6'-0"

F.9 F.1

INSTALL PLASTIC

BARRIER WITH

ZIPPER ACCESS.

TAPE AND SEAL

TIGHT

A-401

WALL RATING LEGEND

1 HR - FIRE SEPARATION

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

FULLY SPRINKLERED

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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G-004

ICRA INFORMATION AND DETAILS

4 4OKM

CORRECT ATRIUM FIRE

PROTECTION ISSUES

DURHAM VA MEDICAL CENTER

508 FULTON ST.

DURHAM, NC 27705 JULY 28, 2023

CONSTRUCTION DRAWINGS

558-21-10621-045

WVS

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

OFFICE & CONFERENCE ROOM ICRA PLAN

NORTH

0 4 8 16

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

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

PT PRESSURE TREATED

PERIM PERIMETER

PL PLATE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLYWD PLYWOOD

PNT PAINT

PR PAIR

PTD PAINTED

PWR POWER

RB RUBBER BASE

RD ROOF DRAIN

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

DEMOLITION KEYNOTEWINDOW TYPEDOOR NUMBER TYPICAL KEYNOTECEILING/ SOFFIT

HEIGHT

MATL

1'-0" ?

1 # ##

1. INDICATIONS OF PROJECT LIMITS OR LINES OF DEMARCATION ARE SHOWN FOR GENERAL SCOPE DEFINITION AND REFLECT THE UNDERSTANDING OF THE DESIGNER AS TO THE LIMITATIONS OF THE WORK AREA IN AN OCCUPIED AREA. ACTUAL CONTRACT LIMITS ARE TO BE DETERMINED BY AGREEMENT BETWEEN THE COR AND

CONTRACTOR BEFORE THE START OF THE WORK.

2. DRAWINGS ARE PREPARED USING PRODUCT DIMENSIONS AND DETAILS FROM BASIS OF DESIGN PRODUCT.

PRODUCTS MAY CHANGE IN DIMENSION AND DETAIL BEFORE THEY ARE INCORPORATED INTO

WORK. PRODUCTS FROM OTHER MANUFACTURER’S ARE ALSO ACCEPTABLE. DIMENSIONS AND DETAILS FOR ALTERNATE PRODUCTS MAY VARY FROM BASIS OF DESIGN. CONTRACTOR SHALL VERIFY INSTALLATION REQUIREMENTS FOR ALL PRODUCTS TO BE INCORPORATED INTO WORK (INCLUDING THICKNESS FOR RECESSED OR SEMI-RECESSED PRODUCTS) AND IS RESPONSIBLE FOR ACCOMMODATING AND COORDINATING CHANGES TO OTHER MATERIALS OR PRODUCTS THAT ARE NECESSARY BECAUSE OF THESE DIFFERENCES.

3. THE DRAWINGS AND SPECIFICATIONS ARE SEPARATED INTO DISCIPLINES FOR CONVENIENCE. THE SEPARATIONS ARE USED ONLY FOR THE PURPOSES OF CONVENIENCE AND REFERENCE AND IN NO WAY DO THEY DEFINE OR LIMIT THE SCOPE OR INTENT OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS AS A WHOLE. THE FACT THAT THE DRAWINGS ARE SEPARATED IN NO WAY SUGGESTS THAT THE WORK IS NOT TO

BE CONSTRUCTED AS A COMPLETE, INTEGRATED AND UNIFIED WHOLE.

4. THE DRAWINGS AND SPECIFICATIONS, INCLUDING DRAWINGS PREPARED BY SPECIFIC ENGINEERING DISCIPLINES 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.

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

DRAWINGS AND SPECIFICATIONS.

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

ACTUAL FIELD CONDITIONS, NOTIFY THE COR PRIOR TO PROCEEDING WITH THE WORK.

7. 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.

8. PROVIDE SEALANT AT ALL INTERSECTIONS BETWEEN DIFFERENT MATERIALS.

9. COORDINATE WORK OF ALL TRADES PRIOR TO STARTING CONSTRUCTION.

10. REFER TO ALL OTHER TRADE DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION ON THIS

PROJECT.

11. PROVIDE BLOCKING AT PARTITIONS AS REQUIRED FOR MOUNTING OF WALL-MOUNTED ITEMS.

12. DIMENSIONS SHOWN ARE TO FACE OF STUD FRAMING, FACE OF CONCRETE/MASONRY WALLS, OR FINISHED

FACE OF EXISTING WALL SURFACE.

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

1. KEY NOTES AND DRAWINGS ARE INTENDED TO GRAPHICALLY REPRESENT GENERAL WORK AND DO NOT

PORTRAY FULL SCOPE OF THE PROJECT. SEE SPECIFICATIONS FOR DETAILED REQUIREMENTS.

2. REMOVE EXISTING CONSTRUCTION AS DESIGNATED HEREIN AND CLEAR AREA OF DEBRIS PRIOR TO

PROCEEDING WITH NEW CONSTRUCTION.

3. EXISTING EQUIPMENT REMOVED SHALL BE PROPERLY DISPOSED OF, OFF PROJECT GROUNDS. COORDINATE

WITH COR.

4. 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.

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

6. NOTIFY COR OF ANY DEMOLITION REQUIRED AND NOT INDICATED FOR INSTALLATION OF ELECTRICAL OR DATA ITEMS. AFTER SUCH DEMOLITION AND INSTALLATION, PATCH OR REPLACE MATERIALS AND FINISHES TO MATCH

EXISTING.

7. CONTRACTOR SHALL PROTECT AREA ADJACENT TO THE DEMOLITION 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.

8. THE INFORMATION CONTAINED IN THESE 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.

9. DO NOT ENCROACH ON ADJACENT OCCUPIED AREAS NOT IDENTIFIED WITHIN THE SCOPE OF WORK.

10. REFER TO THE ELECTRICAL DRAWINGS FOR FURTHER INFORMATION REGARDING DEMOLITION OF ELECTRICAL

SYSTEMS.

11. BEFORE THE START OF WORK, IDENTIFY ANY REQUIRED DEMOLITION BEYOND THE IDENTIFIED PROJECT SCOPE WHETHER ABOVE, BELOW, OR OUTSIDE THE PROJECT AREA. NOTIFY AND COORDINATE WITH THE COR, PROVIDE DEMOLITION OF THESE AREAS AND PATCH THE SAME AS A PART OF THE SCOPE OF THE PROJECT.

12. ALL DEMOLITION WORK SHALL BE PERFORMED WITH DUE CARE AND DILIGENCE IN ORDER TO PREVENT ARBITRARY DAMAGE OR INTERRUPTION OF SERVICE OR CONCEALED UTILITIES INTENDED TO REMAIN IN SERVICE. DISCOVERY OF UTILITIES OR CONDITIONS LOCATED DIFFERING FROM THOSE INDICATED OR THAT

ARE NOT IDENTIFIED, SHALL BE REPORTED TO THE COR.

13. AFTER REMOVAL OF EXISTING SOLID CONCRETE MASONRY WALL, FILL FLOOR VOIDS UP TO FINISH CONCRETE

LEVEL AND PERFORM FLOOR LEVELING FOR ENTIRE AREA OF RENOVATION.

14. VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING WORK. NOTIFY COR AND ARCHITECT OF ANY

CONFLICTS PRIOR TO PROCEEDING WITH DEMOLITION.

15. ALL ITEMS BEING SALVAGED OR REMOVED SHALL REMAIN THE PROPERTY OF THE VA UNTIL CONFIRMATION HAS BEEN MADE AS TO WHETHER THE VA WILL RETAIN SUCH ITEMS. ALL ITEMS NOT BEING RETAINED BY THE VA OR DESIGNATED ON THE DRAWINGS, ARE TO BE REMOVED FROM THE SITE BY CONTRACTOR IN APPROVED

MANNER.

16. CONTRACTOR SHALL NOTIFY COR OF ANY AREA REQUIRING DEMOLITION OTHER THAN SHOWN IN THESE DRAWINGS DUE TO UNFORESEEN CONDITIONS, TO ACCOMMODATE INSTALLATION OF ALL OTHER TRADES (INCLUDING ROOF PENETRATIONS). AFTER SUCH DEMOLITION AND INSTALLATION, PATCH OR REPLACE

MATERIALS AND FINISHES TO MATCH EXISTING.

17. COORDINATE WITH COR FOR CONSTRUCTION ACCESS ROUTE AND LOCATIONS OF DUMPSTER AREA.

COORDINATE WITH COR FOR SCHEDULE OF USE OF ACCESS ROUTE FOR WASTE REMOVAL AND CONTRACTOR

USE OF FREIGHT ELEVATOR (AS REQUIRED).

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

FULLY SPRINKLERED

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 SYMBOLS,

ABBREVIATIONS AND NOTES

1 15OKM

CORRECT ATRIUM FIRE

PROTECTION ISSUES

DURHAM VA MEDICAL CENTER

508 FULTON ST.

DURHAM, NC 27705 JULY 28, 2023

CONSTRUCTION DRAWINGS

558-21-10621-045

WVS

ABBREVIATIONS

ARCHITECTURAL SYMBOL LEGEND GENERAL NOTES

DEMOLITION NOTES

E

M

E E

E

DN

UP

OFFICE

EG005A

AHU

EG003

OFFICE

EG005

OFFICE

EG007

OFFICE

EG009

OFFICE

EG011

STORAGE

EG013

MECH

ROOM

BG001A

STORAGE

CANTEEN

FG150

CONFERENCE

ROOM

OFFICE,

PRIVACY

FG145

AFGE

FG146A

AFGE

FG146

DECEDENT

AFFAIRS

FG147

OFFICE

FG147A

ISO

OFFICE

FG148

KITCHEN

EG010

CAFETERIA

AG002

STAIR

EG015

RESEARCH

EG017

LAB

EG017A

OFFICE

NURSING

UNION

FG143

ISO

OFFICE

FG142

AG000A

CANTEEN

DINING

CANTEEN

DINING

CANTEEN

DINING

CORRIDOR

STAIR-10

OFFICE

FG137A

21201917A

R

S

T

F.9 F.1

A-501

A-201 3

A-201 4

A-202A-202

3 4

A-2025

A-201

A-201

A-202A-202

1 2

A-201 2

A-201 1

A-501

D-1000

D-AG000A

D-1000A

A-401

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

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

Date Checked Drawn

FULLY SPRINKLERED

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.

S S S S

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A-101

GROUND FLOOR PLAN

2 15OKM

CORRECT ATRIUM FIRE

PROTECTION ISSUES

DURHAM VA MEDICAL CENTER

508 FULTON ST.

DURHAM, NC 27705 JULY 28, 2023

CONSTRUCTION DRAWINGS

558-21-10621-045

WVS

N

KEY PLAN

SCALE: NO SCALE

ATRIUM

CONFERENCE

ROOM

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

GROUND FLOOR PLAN

NORTH

0 4 8 16

1 INSTALL NEW 1 HOUR ROLL UP DOOR.

2 INSTALL NEW STAINLESS STEEL GUARDRAILS

3 NEW MECHANICAL DUCTWORK AND LOUVERS, SEE

MECHANICAL DRAWINGS.

4 EXISTING LOW MASONRY WALLS.

21A

R

T

F.9

SLOPE

S L O

P E

OUT OF SCOPE

INDICATES ROOF SLOPE

SLOPE: 1/4"

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

FULLY SPRINKLERED

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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AD105

ROOF EXISTING CONDITIONS PLAN &

PHOTOS

3 15OKM

CORRECT ATRIUM FIRE

PROTECTION ISSUES

DURHAM VA MEDICAL CENTER

508 FULTON ST.

DURHAM, NC 27705 JULY 28, 2023

CONSTRUCTION DRAWINGS

558-21-10621-045

WVS

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

ROOF EXISTING CONDITIONS PLAN

NORTH

0 4 8 16

N

KEY PLAN

SCALE: NO SCALE

ATRIUM

A

ROOF LEGEND

B C D

E F G H

I J K L

M N

A

B

C

D

E

F

G

H I

KJ

L

N

M

A. CONTRACTOR SHALL PROVIDE PROPER SAFETY

BARRIERS AND ENCLOSURES AT ALL

ENTRY/EXIT POINTS FROM BUILDING WHERE

WORK IS BEING PERFORMED ABOVE TO

PROTECT PATIENTS, STAFF, AND VISITORS.

B. CONTRACTOR SHALL PROVIDE TEMPORARY

GUARDS AT EDGE OF ROOF WHERE WORK IS

BEING PERFORMED. ALL PERSONNEL SHALL

WEAR FALL PROTECTION.

C. CONTRACTOR SHALL TEMPORARILY REMOVE

ALL ROOF DRAIN COVERS AND PROVIDE BLOW

DOWN OF DRAIN PIPES TO ENSURE NO

BLOCKAGE.

D. EXISTING LIGHTNING PROTECTION IS

CONNECTED IN A CONTINUOUS LOOP. IDENTIFY

AND PROTECT EXISTING CONNECTIONS FROM

LOOP TO GROUND CONDUCTOR AND PREPARE

FOR NEW CONNECTIONS. REFER TO

ELECTRICAL DRAWINGS FOR NEW LIGHTNING

PROTECTION SYSTEM REQUIREMENTS.

E. CONTRACTOR SHALL PROVIDE FLASHING,

WATER PROOFING, AND FIRE STOPPING AS

REQUIRED FOR ALL NEW OR EXISTING PIPING,

SUPPORTS, CONDUIT, OR OTHER ITEMS ON OR

PENETRATING THE NEW ROOF SYSTEM.

F. CONTRACTOR SHALL PHASE THE REMOVAL AND

REPLACEMENT OF ROOFING. CONTRACTOR

SHALL NOT REMOVE MORE ROOFING THAN CAN

BE REPLACED IN ONE DAY.

G. ALL ROOF AND FLASHING DETAILS ARE GENERIC

AND FOR REFERENCE ONLY. THE FINAL DETAILS

SHALL BE SUBMITTED WITH THE ROOFING

MANUFACTURER'S RECOMMENDED DETAILS

FOR THEIR ROOFING SYSTEM TO BE INSTALLED.

H. CONTRACTOR SHALL REPAIR ALL AREAS

DAMAGED OR DISTURBED DURING

CONSTRUCTION. THIS INCLUDES BUILDING

FINISHES, LANDSCAPING, SIDEWALKS, PAVING

OR ANY AREA DAMAGED BY CONSTRUCTION

WORK. RESTORE AREAS TO ORIGINAL

CONDITION.

I. DUMPSTER AND TRASH CHUTE LOCATIONS ARE

TO BE COORDINATED WITH THE COR PRIOR TO

LOCATION ON SITE.

J. CONTRACTOR SHALL PREPARE A PLAN

SHOWING LAYDOWN AREA, SECURITY FENCE,

DUMPSTER LOCATION AND ACCESS FOR COR

REVIEW AND APPROVAL.

K. ALL ROOFTOP EQUIPMENT IS FOR REFERENCE

ONLY. CONTRACTOR SHALL FIELD VERIFY ALL

EQUIPMENT PRIOR TO STARTING DEMOLITION.

L. WHERE NEW ROOFING MEETS EXISTING

ROOFING, VERIFY EXISTING ROOF SYSTEM

MEMBRANE TYPE AND INSULATION TYPE.

M. COORDINATE TRANSITION BETWEEN EXISTING

ROOF SYSTEM AND NEW ROOF SYSTEM TO

PROVIDE POSITIVE DRAINAGE AND PROPER

SHINGLING.

T

F.9

SLOPE: 1/4"

S L O

P E

: 1 /4

3 5 3

OUT OF SCOPE

INDICATES ROOF SLOPE

AREA TO BE REROOFED

SLOPE: 1/4"

NOTE: CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS AND

DIMENSIONS OF EXISTING SKYLIGHT BEFORE DEMOLITION. CONTACT

ARCHITECT IN CASE OF DISCREPANCIES.

PORTION OF EXISTING

SKYLIGHT ASSEMBLY TO

REMAIN INTACT AND

UNDISTURBED

EXTENT OF DEMOLITION OF

EXISTING SKYLIGHTS

DESIGNATED TO RECEIVE NEW

DUCTWORK

EXISTING SKYLIGHT

FLASHING TO REMAIN

INTACT AND UNDISTURBED

PORTION OF EXISTING

SKYLIGHT ASSEMBLY TO BE

DEMOLISHED

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

FULLY SPRINKLERED

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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AD105A

ROOF DEMOLITION PLAN - REROOF

WHOLE ROOF AREA

4 15OKM

CORRECT ATRIUM FIRE

PROTECTION ISSUES

DURHAM VA MEDICAL CENTER

508 FULTON ST.

DURHAM, NC 27705 JULY 28, 2023

CONSTRUCTION DRAWINGS

558-21-10621-045

WVS

N

KEY PLAN

SCALE: NO SCALE

ATRIUM

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

ROOF DEMOLITION PLAN - REROOF WHOLE ROOF AREA

BASE BID: COMPLETE TEAR OFF DOWN TO

EXISTING METAL DECK AND RE-ROOF OF

IDENTIFIED AREA

(APPROX. 3,450 SF)

NORTH

0 4 8 16

ROOF LEGEND

Scale: 1 1/2" = 1'-0"

DEMOLITION AT SKYLIGHT

1 REMOVE SKYLIGHT - SEE DETAIL THIS SHEET.

2 COMPLETE ROOF TEAR OFF, INCLUDING

ROOFING MEMEBRANES, COVER BOARD AND

INSULATION DOWN TO EXISTING METAL DECK.

3 REMOVE EXISTING ADDED ON METAL FLASHING

SCREWED INTO SKYLIGHT METAL FLASHING -

ENTIRE LENGTH.

4 DEMOLISH ROOF EDGE.

5 DEMOLISH ROOFING TO EXISTING TERMINATION

BAR UNDER EXISTING SKYLIGHT METAL

FLASHING ON VERTICAL FACE.

A. CONTRACTOR SHALL PROVIDE PROPER SAFETY

BARRIERS AND ENCLOSURES AT ALL

ENTRY/EXIT POINTS FROM BUILDING WHERE

WORK IS BEING PERFORMED ABOVE TO

PROTECT PATIENTS, STAFF, AND VISITORS.

B. CONTRACTOR SHALL PROVIDE TEMPORARY

GUARDS AT EDGE OF ROOF WHERE WORK IS

BEING PERFORMED. ALL PERSONNEL SHALL

WEAR FALL PROTECTION.

C. CONTRACTOR SHALL TEMPORARILY REMOVE

ALL ROOF DRAIN COVERS AND PROVIDE BLOW

DOWN OF DRAIN PIPES TO ENSURE NO

BLOCKAGE.

D. EXISTING LIGHTNING PROTECTION IS

CONNECTED IN A CONTINUOUS LOOP. IDENTIFY

AND PROTECT EXISTING CONNECTIONS FROM

LOOP TO GROUND CONDUCTOR AND PREPARE

FOR NEW CONNECTIONS. REFER TO

ELECTRICAL DRAWINGS FOR NEW LIGHTNING

PROTECTION SYSTEM REQUIREMENTS.

E. CONTRACTOR SHALL PROVIDE FLASHING,

WATER PROOFING, AND FIRE STOPPING AS

REQUIRED FOR ALL NEW OR EXISTING PIPING,

SUPPORTS, CONDUIT, OR OTHER ITEMS ON OR

PENETRATING THE NEW ROOF SYSTEM.

F. CONTRACTOR SHALL PHASE THE REMOVAL AND

REPLACEMENT OF ROOFING. CONTRACTOR

SHALL NOT REMOVE MORE ROOFING THAN CAN

BE REPLACED IN ONE DAY.

G. ALL ROOF AND FLASHING DETAILS ARE GENERIC

AND FOR REFERENCE ONLY. THE FINAL DETAILS

SHALL BE SUBMITTED WITH THE ROOFING

MANUFACTURER'S RECOMMENDED DETAILS

FOR THEIR ROOFING SYSTEM TO BE INSTALLED.

H. CONTRACTOR SHALL REPAIR ALL AREAS

DAMAGED OR DISTURBED DURING

CONSTRUCTION. THIS INCLUDES BUILDING

FINISHES, LANDSCAPING, SIDEWALKS, PAVING

OR ANY AREA DAMAGED BY CONSTRUCTION

WORK. RESTORE AREAS TO ORIGINAL

CONDITION.

I. DUMPSTER AND TRASH CHUTE LOCATIONS ARE

TO BE COORDINATED WITH THE COR PRIOR TO

LOCATION ON SITE.

J. CONTRACTOR SHALL PREPARE A PLAN

SHOWING LAYDOWN AREA, SECURITY FENCE,

DUMPSTER LOCATION AND ACCESS FOR COR

REVIEW AND APPROVAL.

K. ALL ROOFTOP EQUIPMENT IS FOR REFERENCE

ONLY. CONTRACTOR SHALL FIELD VERIFY ALL

EQUIPMENT PRIOR TO STARTING DEMOLITION.

L. WHERE NEW ROOFING MEETS EXISTING

ROOFING, VERIFY EXISTING ROOF SYSTEM

MEMBRANE TYPE AND INSULATION TYPE.

M. COORDINATE TRANSITION BETWEEN EXISTING

ROOF SYSTEM AND NEW ROOF SYSTEM TO

PROVIDE POSITIVE DRAINAGE AND PROPER

SHINGLING.

T

F.9

SLOPE: 1/4"

S L O

P E

: 1 /4

2 2

OUT OF SCOPE

INDICATES ROOF SLOPE

AREA TO BE REROOFED

SLOPE: 1/4"

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

FULLY SPRINKLERED

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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\o m a n ts c h \D o c u m e n ts

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.r v t

AD105B

ROOF DEMOLITION PLAN - PARTIAL

ROOF AREA RE-ROOF

5 15OKM

CORRECT ATRIUM FIRE

PROTECTION ISSUES

DURHAM VA MEDICAL CENTER

508 FULTON ST.

DURHAM, NC 27705 JULY 28, 2023

CONSTRUCTION DRAWINGS

558-21-10621-045

WVS

N

KEY PLAN

SCALE: NO SCALE

ATRIUM

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

ROOF DEMOLITION PLAN - PARTIAL ROOF AREA RE-ROOF

DEDUCT ALTERNATE: COMPLETE TEAR OFF AND

RE-ROOF OF IDENTIFIED AREA

(APPROX. 1,260 SF)

NORTH

0 4 8 16

ROOF LEGEND

1 REMOVE SKYLIGHT - SEE DETAIL ON SHEET AD105A

2 APPROXIMATE AREA OF ROOF SYSTEM REMOVAL

FOR INSTALLATION OF REINFORCEMENT STEEL.

DEMOLISH MEMBRANE, COVER BOARD, AND

INSULATION DOWN TO EXISTING METAL DECK.

3 EXISTING ROOF EDGE TO REMAIN.

4 DEMOLISH ROOFING TO EXISTING TREMINATION

BAR UNDER EXISTING SKYLIGHT METAL FLASHING

ON VERTICAL FACE.

A. CONTRACTOR SHALL PROVIDE PROPER SAFETY

BARRIERS AND ENCLOSURES AT ALL

ENTRY/EXIT POINTS FROM BUILDING WHERE

WORK IS BEING PERFORMED ABOVE TO

PROTECT PATIENTS, STAFF, AND VISITORS.

B. CONTRACTOR SHALL PROVIDE TEMPORARY

GUARDS AT EDGE OF ROOF WHERE WORK IS

BEING PERFORMED. ALL PERSONNEL SHALL

WEAR FALL PROTECTION.

C. CONTRACTOR SHALL TEMPORARILY REMOVE

ALL ROOF DRAIN COVERS AND PROVIDE BLOW

DOWN OF DRAIN PIPES TO ENSURE NO

BLOCKAGE.

D. EXISTING LIGHTNING PROTECTION IS

CONNECTED IN A CONTINUOUS LOOP. IDENTIFY

AND PROTECT EXISTING CONNECTIONS FROM

LOOP TO GROUND CONDUCTOR AND PREPARE

FOR NEW CONNECTIONS. REFER TO

ELECTRICAL DRAWINGS FOR NEW LIGHTNING

PROTECTION SYSTEM REQUIREMENTS.

E. CONTRACTOR SHALL PROVIDE FLASHING,

WATER PROOFING, AND FIRE STOPPING AS

REQUIRED FOR ALL NEW OR EXISTING PIPING,

SUPPORTS, CONDUIT, OR OTHER ITEMS ON OR

PENETRATING THE NEW ROOF SYSTEM.

F. CONTRACTOR SHALL PHASE THE REMOVAL AND

REPLACEMENT OF ROOFING. CONTRACTOR

SHALL NOT REMOVE MORE ROOFING THAN CAN

BE REPLACED IN ONE DAY.

G. ALL ROOF AND FLASHING DETAILS ARE GENERIC

AND FOR REFERENCE ONLY. THE FINAL DETAILS

SHALL BE SUBMITTED WITH THE ROOFING

MANUFACTURER'S RECOMMENDED DETAILS

FOR THEIR ROOFING SYSTEM TO BE INSTALLED.

H. CONTRACTOR SHALL REPAIR ALL AREAS

DAMAGED OR DISTURBED DURING

CONSTRUCTION. THIS INCLUDES BUILDING

FINISHES, LANDSCAPING, SIDEWALKS, PAVING

OR ANY AREA DAMAGED BY CONSTRUCTION

WORK. RESTORE AREAS TO ORIGINAL

CONDITION.

I. DUMPSTER AND TRASH CHUTE LOCATIONS ARE

TO BE COORDINATED WITH THE COR PRIOR TO

LOCATION ON SITE.

J. CONTRACTOR SHALL PREPARE A PLAN

SHOWING LAYDOWN AREA, SECURITY FENCE,

DUMPSTER LOCATION AND ACCESS FOR COR

REVIEW AND APPROVAL.

K. ALL ROOFTOP EQUIPMENT IS FOR REFERENCE

ONLY. CONTRACTOR SHALL FIELD VERIFY ALL

EQUIPMENT PRIOR TO STARTING DEMOLITION.

L. WHERE NEW ROOFING MEETS EXISTING

ROOFING, VERIFY EXISTING ROOF SYSTEM

MEMBRANE TYPE AND INSULATION TYPE.

M. COORDINATE TRANSITION BETWEEN EXISTING

ROOF SYSTEM AND NEW ROOF SYSTEM TO

PROVIDE POSITIVE DRAINAGE AND PROPER

SHINGLING.

T

A-105A

F.9

A-105A

SLOPE: 1/4"

S L O

P E

: 1 /4

2 2

+12"+12"

+12"

/2

+2"+2"

+2"

+2"

3 3

EXISTING LOAD BEARING

PERPENDICULAR TRUSS

EXISTING

FILLER TRUSS

FILLER TRUSS

BEYOND

CUSTOM RETROFIT CURB.

INSTALLED OVER EXISTING

SKYLIGHT FRAMING

NEW 2-LAYER COLD

APPLIED SBS

ROOFING SYSTEM

CANT

EXISTING FLASHING TO

REMAIN INTACT AND

UNDISTURBED

EXISTING

STRUCTURAL

SKYLIGHT CURB

EXISTING EXTERIOR

FLASHING AT

EXISTING EXTERIOR

WALL AND SKYLIGHT

CURB. TO REMAIN

SEAL AT PENETRATION OF

DUCTWORK AND NEW RETROFIT

CURB ALL SIDES. TYP.

SLOPE CURB AWAY FROM EDGE OF

EXISTING EXTERIOR WALL

EXISTING EXPANSION

JOINT

EXISTING EIFS

INTERIOR FINISH

NEW RIGID INSULATION

NEW 2X2 TUBE STEEL

FABRICATION TO SUPPORT

MECHANICAL UNIT -

COORDINATE SUPPORT

POINTS. VERTICALS TO BE

WELDED TO TOP OF STEEL

RAILS

1'-4 1/2"

1"

12"

NEW DUCTWORK SEE

MECHANICAL

EXISTING

FILLER TRUSS

BEYOND

BRICK BEYOND

SEAL AT PENETRATION OF

DUCTWORK AND NEW

RETROFIT CURB ALL SIDES.

TYP.

OPEN TO ROOF

BEYOND

T 13

10'-3 1/2"

EQ EQ

NEW DUCT WORK, CENTER

IN SKYLIGHT

CUSTOM RETROFIT CURB.

INSTALLED OVER EXISTING

SKYLIGHT FRAMING

ALL INTERIOR DUCTWORK

TO BE PAINTED TO

UNDERSIDE OF CURB

OUT OF SCOPE

INDICATES ROOF SLOPE

AREA TO BE REROOFED

SLOPE: 1/4"

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

FULLY SPRINKLERED

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.

/2

/2

:2

:5

P M

C U s e rs

\o m a n ts c h \D o c u m e n ts

\R e v it L o c a l\ A

-0

-D u rh a m

-A tr iu m

-N C o m a n ts c h

.r v t

A-105A

ROOF PLAN - REROOF WHOLE ROOF

AREA

6 15OKM

CORRECT ATRIUM FIRE

PROTECTION ISSUES

DURHAM VA MEDICAL CENTER

508 FULTON ST.

DURHAM, NC 27705 JULY 28, 2023

CONSTRUCTION DRAWINGS

558-21-10621-045

WVS

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

ROOF PLAN - REROOF WHOLE ROOF AREA

N

KEY PLAN

SCALE: NO SCALE

ATRIUM

Scale: 1/2" = 1'-0"

SECTION AT SKYLIGHT

Scale: 1/2" = 1'-0"

SECTION AT SKYLIGHT AND DUCTWORK

(APPROX. 3,450 SF)

A. CONTRACTOR SHALL PROVIDE PROPER SAFETY

BARRIERS AND ENCLOSURES AT ALL

ENTRY/EXIT POINTS FROM BUILDING WHERE

WORK IS BEING PERFORMED ABOVE TO

PROTECT PATIENTS, STAFF, AND VISITORS.

B. CONTRACTOR SHALL PROVIDE TEMPORARY

GUARDS AT EDGE OF ROOF WHERE WORK IS

BEING PERFORMED. ALL PERSONNEL SHALL

WEAR FALL PROTECTION.

C. CONTRACTOR SHALL TEMPORARILY REMOVE

ALL ROOF DRAIN COVERS AND PROVIDE BLOW

DOWN OF DRAIN PIPES TO ENSURE NO

BLOCKAGE.

D. EXISTING LIGHTNING PROTECTION IS

CONNECTED IN A CONTINUOUS LOOP. IDENTIFY

AND PROTECT EXISTING CONNECTIONS FROM

LOOP TO GROUND CONDUCTOR AND PREPARE

FOR NEW CONNECTIONS. REFER TO

ELECTRICAL DRAWINGS FOR NEW LIGHTNING

PROTECTION SYSTEM REQUIREMENTS.

E. CONTRACTOR SHALL PROVIDE FLASHING,

WATER PROOFING, AND FIRE STOPPING AS

REQUIRED FOR ALL NEW OR EXISTING PIPING,

SUPPORTS, CONDUIT, OR OTHER ITEMS ON OR

PENETRATING THE NEW ROOF SYSTEM.

F. CONTRACTOR SHALL PHASE THE REMOVAL AND

REPLACEMENT OF ROOFING. CONTRACTOR

SHALL NOT REMOVE MORE ROOFING THAN CAN

BE REPLACED IN ONE DAY.

G. ALL ROOF AND FLASHING DETAILS ARE GENERIC

AND FOR REFERENCE ONLY. THE FINAL DETAILS

SHALL BE SUBMITTED WITH THE ROOFING

MANUFACTURER'S RECOMMENDED DETAILS

FOR THEIR ROOFING SYSTEM TO BE INSTALLED.

H. CONTRACTOR SHALL REPAIR ALL AREAS

DAMAGED OR DISTURBED DURING

CONSTRUCTION. THIS INCLUDES BUILDING

FINISHES, LANDSCAPING, SIDEWALKS, PAVING

OR ANY AREA DAMAGED BY CONSTRUCTION

WORK. RESTORE AREAS TO ORIGINAL

CONDITION.

I. DUMPSTER AND TRASH CHUTE LOCATIONS ARE

TO BE COORDINATED WITH THE COR PRIOR TO

LOCATION ON SITE.

J. CONTRACTOR SHALL PREPARE A PLAN

SHOWING LAYDOWN AREA, SECURITY FENCE,

DUMPSTER LOCATION AND ACCESS FOR COR

REVIEW AND APPROVAL.

K. ALL ROOFTOP EQUIPMENT IS FOR REFERENCE

ONLY. CONTRACTOR SHALL FIELD VERIFY ALL

EQUIPMENT PRIOR TO STARTING DEMOLITION.

L. WHERE NEW ROOFING MEETS EXISTING

ROOFING, VERIFY EXISTING ROOF SYSTEM

MEMBRANE TYPE AND INSULATION TYPE.

M. COORDINATE TRANSITION BETWEEN EXISTING

ROOF SYSTEM AND NEW ROOF SYSTEM TO

PROVIDE POSITIVE DRAINAGE AND PROPER

SHINGLING.

1 NEW ROOFING SYSTEM. POLY-ISO INSULATION

ATTACHED TO EXISTING METAL DECK (SEE NOTES

FOR THICKNESSES) WITH 5/8" GYPSUM COVER

BOARD AND 2 PLY SBS ROOF - BASE AND CAP

SHEET - COLD APPLIED ADHERED.

2 INDICATES…