Drawings.pdf

FAYETTEVILLE VA MEDICAL

CENTER 2300 RAMSEY ST

FAYETTEVILLE, NC 28301

PROJECT LOCATION

BUILDING #1

1151 Kildaire Farm Rd.

Suite 120 Raleigh, NC 27511 www.acg-pa.com (919)858-7420

108 Benton Lodge Road Suite B Summerville, SC 29485 www.cemsengineering.com (843)875-3637Project Mgr: John Foley (APOGEE)

Joint Venture An Alliance for Success

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

U.S. Department of Veterans Affairs# © COPYRIGHT Apogee - CEMS JV, LLC

PROJECT SITE MAP PROJECT LOCATION MAP

PROJECT IMAGE

PROJECT MANAGER

NC License #: C-1848

/3

/2

:2

:1

A

M

G-001

COVER

1 6DGC

RENOVATE SPS

FAYETTEVILLE VA MEDICAL CENTER

2300 RAMSEY ST FAYETTEVILLE, NC

28301 SEPTEMBER 3, 2021

100% CONSTRUCTION DOCUMENTS

565-19-10219-112

RENOVATE SPS

FAYETTEVILLE VA MEDICAL CENTER 2300

RAMSEY ST FAYETTEVILLE, NC 28301

VA PROJECT #: 565-19-102

WVS

SHEET LIST

SHEET NUMBER SHEET NAME DWG OF DWG

I-431 SIGNAGE PLAN 7 7

FIRE PROTECTION

FX001 FIRE PROTECTION GENERAL INFORMATION 1 4

FX002 BASEMENT FLOOR FIRE PROTECTION PLAN HAZARD AREAS 2 4

FX101 BASEMENT FLOOR FIRE PROTECTION PLAN - PHASE 1 3 4

FX102 BASEMENT FLOOR FIRE PROTECTION PLAN - PHASE 2 4 4

PLUMBING

P-001 PLUMBING GENERAL INFORMATION 1 13

PD101 BASEMENT FLOOR PLUMBING DEMOLITION PLAN - PHASE 1 2 13

PD102 BASEMENT FLOOR PLUMBING DEMOLITION PLAN - PHASE 2 3 13

PD103 BASEMENT FLOOR MEDICAL GAS DEMOLITION PLAN - PHASE 1 4 13

PW101 BASEMENT FLOOR DRAIN, WASTE, AND VENT PLAN - PHASE 1 5 13

PW102 BASEMENT FLOOR DRAIN, WASTE, AND VENT PLAN - PHASE 2 6 13

PW103 FIRST FLOOR / ROOF PLUMBING PLAN - NEW & DEMO WORK 7 13

PP101 BASEMENT FLOOR DOMESTIC WATER PLAN - PHASE 1 8 13

PP102 BASEMENT FLOOR DOMESTIC WATER PLAN - PHASE 2 9 13

PG101 BASEMENT FLOOR MEDICAL GAS PLAN - PHASE 1 10 13

P-501 PLUMBING DETAILS 11 13

P-901 SANITARY PIPE RISERS 12 13

P-902 DOMESTIC PIPE RISERS 13 13

MECHANICAL

M-001 MECHANICAL GENERAL INFORMATION 1 13

MD101 BASEMENT FLOOR MECHANICAL DEMOLITION PLAN - PHASE 1 2 13

MD102 BASEMENT FLOOR MECHANICAL DEMOLITION PLAN - PHASE 2 3 13

MH101 BASEMENT FLOOR HVAC PLAN - PHASE 1 4 13

MH102 BASEMENT FLOOR HVAC PLAN - PHASE 2 5 13

MP101 BASEMENT FLOOR MECHANICAL PIPING PLAN - PHASE 1 6 13

MP102 BASEMENT FLOOR MECHANICAL PIPING PLAN - PHASE 2 7 13

MH401 FIRST FLOOR/ ROOF HVAC PLAN DEMO & NEW WORK 8 13

M-501 MECHANICAL DETAILS 9 13

M-502 MECHANICAL DETAILS 10 13

M-503 MECHANICAL CONTROLS 11 13

M-504 MECHANICAL CONTROLS 12 13

M-601 MECHANICAL SCHEDULES 13 13

ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES, SYMBOL LEGENDS, AND ABBREVIATIONS 1 13

ED101 BASEMENT ELECTRICAL DEMOLITION PLAN - PHASE 1 2 13

ED102 BASEMENT ELECTRICAL DEMOLITION PLAN - PHASE 2 3 13

EP101 BASEMENT ELECTRICAL PLAN - PHASE 1 4 13

EP102 BASEMENT ELECTRICAL PLAN - PHASE 2 5 13

EL101 BASEMENT LIGHTING PLAN - PHASE 1 6 13

EL102 BASEMENT LIGHTING PLAN - PHASE 2 7 13

EL103 BASEMENT LIGHTING PLAN - PHASE 3 8 13

E-401 ELECTRICAL ENLARGEMENTS 9 13

E-501 ELECTRICAL DETAILS 10 13

E-601 ONE-LINE DIAGRAM 11 13

E-602 ELECTRICAL SCHEDULES 12 13

E-603 ELECTRICAL SCHEDULES 13 13

TECHNOLOGY

T-001 TECHNOLOGY GENERAL NOTES, SYMBOL LEGEND, AND ABBREVIATIONS 1 11

T-101 BASEMENT TECHNOLOGY PLAN - PHASE 1 2 11

T-102 BASEMENT TECHNOLOGY PLAN - PHASE 2 3 11

T-111 BASEMENT SECURITY PLAN - PHASE 1 4 11

T-112 BASEMENT SECURITY PLAN - PHASE 2 5 11

T-113 BASEMENT SECURITY PLAN - PHASE 3 6 11

T-114 BASEMENT CCTV CABLING ROUTING PLAN 7 11

T-401 TECHNOLOGY ENLARGEMENTS 8 11

T-501 TECHNOLOGY DETAILS 9 11

T-502 TECHNOLOGY DETAILS 10 11

T-601 TECHNOLOGY RISERS 11 11

FIRE ALARM

FA001 FIRE ALARM GENERAL NOTES, SYMBOL LEGEND, AND RISER 1 3

FA101 BASEMENT FIRE ALARM PLAN - PHASE 1 2 3

FA102 BASEMENT FIRE ALARM PLAN - PHASE 2 3 3

SHEET LIST

SHEET NUMBER SHEET NAME DWG OF DWG

GENERAL

G-001 COVER 1 6

G-002 GENERAL INFORMATION 2 6

G-003 PRE-CONSTRUCTION RISK ASSESSMENT (PCRA) 3 6

G-004 INFECTION CONTROL RISK ASSESSMENT (ICRA) DETAILS 4 6

G-005 PHASING PLANS 5 6

LS101 BASEMENT FLOOR LIFE SAFETY 6 6

CIVIL

C-101 EXISTING CONDITIONS / DEMOLITION AND SITE PLANS 1 3

C-102 LEGEND, ABBREVIATIONS AND DETAILS 2 3

C-103 RAISED TABLETOP CROSSING AND PAVEMENT MARKING DETAILS 3 3

STRUCTURAL

S-001 GENERAL NOTES & DESIGN LOADS 1 12

SD101 PARTIAL DEMOLITION PLANS 2 12

S-101 PARTIAL FOUNDATION PLAN 3 12

S-102 PARTIAL BASEMENT FLOOR FRAMING PLAN 4 12

S-103 PARTIAL FIRST FLOOR FRAMING PLAN 5 12

S-104 PARTIAL SECOND FLOOR AND ROOF FRAMING PLANS 6 12

S-201 ELEVATIONS 7 12

S-301 SECTIONS 8 12

S-302 SECTIONS 9 12

S-303 SECTIONS 10 12

S-401 ENLARGED CART LIFT PLANS 11 12

S-501 DETAILS 12 12

ARCHITECTURAL

AE001 ARCHITECTURAL SYMBOLS, ABBREVIATIONS AND NOTES 1 23

AD101 BASEMENT FLOOR DEMOLITION PLAN - PHASE 1 2 23

AD102 PARTIAL FIRST FLOOR ROOF AND SECOND FLOOR DEMOLITION PLAN - PHASE 1 3 23

AD103 BASEMENT FLOOR DEMOLITION PLAN - PHASE 2 4 23

AD104 BASEMENT FLOOR DEMOLITION PLAN - PHASE 3 5 23

AD110 BASEMENT REFLECTED CEILING DEMOLITION PLAN - PHASE 1 6 23

AD111 BASEMENT REFLECTED CEILING DEMOLITION PLAN - PHASE 2 7 23

AE101 BASEMENT FLOOR PLAN - PHASE 1 8 23

AE102 PARTIAL FIRST FLOOR ROOF NEW WORK AND SECOND FLOOR PLAN PHASE 1 9 23

AE103 BASEMENT FLOOR PLAN - PHASE 2 10 23

AE104 BASEMENT FLOOR PLAN - PHASE 3 11 23

AC110 BASEMENT FLOOR REFLECTED CEILING PLAN - PHASE 1 12 23

AC111 BASEMENT FLOOR REFLECTED CEILING PLAN - PHASE 2 13 23

AC112 BASEMENT FLOOR REFLECTED CEILING PLAN - PHASE 3 14 23

AE201 EXTERIOR ELEVATIONS 15 23

AE401 ENLARGED PLANS 16 23

AE402 AHU ENCLOSURE SECTIONS, DETAILS 17 23

AE403 CART LIFT PLANS, SECTIONS, AND DETAILS 18 23

AE404 CANOPY ELEVATIONS, SECTIONS, DETAILS 19 23

AE501 PARTITION TYPES 20 23

AE502 EQUIPMENT INSTALLATION DETAILS 21 23

AE503 INTERLOCKING PASS-THRU PLAN AND SECTION DETAILS 22 23

AE601 DOOR SCHEDULE, ELEVATIONS AND DETAILS 23 23

INTERIORS

I-001 FINISH SCHEDULES AND LEGEND, GENERAL NOTES, CASEWORK, DETAILS AND

ABBREVIATIONS

1 7

I-401 INTERIOR ELEVATIONS 2 7

I-410 ENLARGED PLANS 3 7

I-411 ENLARGED PLANS 4 7

I-412 SPS EQUIPMENT PLAN AND SCHEDULE 5 7

I-430 ENLARGED TOILET PLANS AND ELEVATIONS 6 7

DocuSign Envelope ID: D7F6D13F-0632-41F8-B963-99AC9916F215

9/7/2021

WALL SECTION

SYMBOL

INTERIOR ELEVATION

SYMBOL

COLUMN GRID

ELEVATION SYMBOL

REVISION NOTE

ENLARGED DETAIL CALLOUT

ROOM DESIGNATION

SYMBOL

BREAK LINE

ROOF SLOPE

DIRECTION SYMBOL

TYPICAL GRAPHIC SCALE

DETAIL #

PAGE #

DETAIL #

PAGE #

TRUE NORTH ARROW

PROJECT NORTH ARROW

A8.1

EXTERIOR ELEVATION

SYMBOL

DETAIL #

PAGE #

A8.1

A8.1

A8.1

BUILDING SECTION

SYMBOL

DETAIL #

PAGE #

A8.1

A8.1

DETAIL SECTION

SYMBOL

DETAIL #

PAGE #

A8.1

WALL GRID

(REPRESENTS

FACE OF EXISTING

WALL)

XX.X

XX.X

ELEVATION

0'-0"

ROOM

NAME

101A

NORTH

PLAN

NORTH

TRUE

0 4 8 16

1. ELIMINATE ALL WORK ASSOCIATED WITH HIGH AND LOW EXTERIOR CANOPIES. ELIMINATE ALL GRADING AND CONCRETE FLAT WORK LOCATED WITHIN EXISTING DRIVE.

2. ELIMINATE TRAILER TR-2 FOR THE ENTIRETY OF PROJECT. ELIMINATE ALL ASSOCIATED WORK FOR THE DESIGN, CONSTRUCTION, AND SUPPLY OF TR-2 ELIMINATE ALL

UTILITY WORK ASSOCIATED WITH TR- 2.

3. ELIMINATE TRAILER TR-1 FOR THE ENTIRETY OF PROJECT. ELIMINATE ALL ASSOCIATED WORK FOR THE DESIGN, CONSTRUCTION, AND SUPPLY OF TR-1 ELIMINATE ALL

UTILITY WORK ASSOCIATED WITH TR-1.

4. ELIMINATE DECON SEALED CART LIFT. INCLUDING CART LIFT, CONSTRUCTION OF HOIST WAY, CUTTING CONCRETE STRUCTURE, ROOFING, AND ALL OTHER ASSOCIATED

WORK.

1-1/2"

DIAMETER

GRAB BAR

TOILET

TISSUE

DISPENSER

SANITARY

NAPKIN

DISPOSAL

TOILET

FIXTURE

TOILET

FIXTURE

TOILET

TISSUE

DISPENSER

1-1/2"

DIAMETER

GRAB BAR

EXPOSED

PLUMBING AT

BARRIER

FREE

LAVATORIES

SHALL BE

INSULATED.

LEVER OPERATING

CONTROLLED

SOAP DISPENSER

NOTE: SINKS IN COUNTERS TO BE

MOUNTED WITH RIM NO MORE

THAN 2'-10" HIGH AND WITH AT

LEAST 2'-3" KNEE CLEARANCE.

CLEAR

ACCESSIBLE TOILET TYPICAL ACCESSIBLE

CLEARANCE AT LAVATORY

TYPICAL ACCESSIBLE

LAVATORY AND MIRROR

1'-3" 1'-3"

M

IN

M A

X

M

A X

M

A X6

A

.F .F

5'-0" CLEAR

3'-0" 6"

3'-0"

" 3

1'-0" 3'-6"

2'-4"

5'-0" CLEAR

MIN

8"

MAX

6"

M

IN9

M

IN

M

IN

M A

X

17" MIN

TYPICAL TOILET NON-ACCESSIBLE

TOILET

TISSUE

DISPENSER

2'-9"

TOILET

FIXTURE

1'-6"

ACCESSIBLE

ROBE/COAT HOOK

ROBE/COAT

HOOK

TELEVISION

OUTLET

WALL MOUNTED TVTOILET ACCESSORIES

6"

F O

R S

T A

N D

IN

G

O

.C

TELEVISION

OUTLET

F O

R S

E A

T E

D

O

.C

PAPER TOWEL

DISPENSER

2'-0" AT SIDEWALLS

AT COUNTER SINKS

1'-6" AT SIDEWALLS

AT LAVATORY

4'-0" MAX TO

HIGHEST OPERABLE

POINT - IF FIRE

EXTINGUISHER

OVER 40 LBS

3'-6" MAX HT.

FIRE EXTINGUISHER

CABINET

ELECTRICAL CABINET

DUPLEX

OUTLET

SWITCH

CARD READER

TELEPHONE OR

DATA OUTLET

FIRE ALARM

PULL

INTERCOM

STATION

DUPLEX

OUTLET

COMPUTER

TERMINAL

MOP BASIN

MOP SHELF

TYPICAL JANITORS CLOSET

FIRE ALARM

CHIME WITH

VISUAL

ALARM LIGHT

FIRE ALARM

PULL STATION

FIRE ALARM

ANNUNCIATOR

FIRE ALARM

WALL PROTECTION

BUMPER GUARD

HANDRAIL

OR DOOR FRAME

3" TO CORNERGUARD

CORNER GUARD

MISC. WALL DEVICES

/2

T O

B O

T T

O M

O F

R

E F

L E

C T

IV

S

U R

F A

C E

O F

M

IR

R

O R

F O

R S

T A

N D

IN

G

O

.C

DSS TV ROUGH

INS FOR J BOXES

DECISION SUPPORT SYSTEM (DSS)

*NOTE FOR MOUNTING OF

WALL-MOUNTED ITEMS:

PROVIDE SUPPLEMENTAL

FRAMING AT WALL OPENINGS

INCLUDING KING STUDS, JACK

STUDS, AND CRIPPLE STUDS,

AS REQUIRED FOR

COMPLETION OF THE WORK.

INTERCOM

STATION

INTERCOM

MASTER

STATION

INTERCOM

WALL

OUTLET

INTERCOM STATION

THERMOSTAT

PUSH BUTTON/PAD

HAND WAVE

O F

R

IM

T

O P

1151 Kildaire Farm Rd.

Suite 120 Raleigh, NC 27511 www.acg-pa.com (919)858-7420

108 Benton Lodge Road Suite B Summerville, SC 29485 www.cemsengineering.com (843)875-3637Project Mgr: John Foley (APOGEE)

Joint Venture An Alliance for Success

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

U.S. Department of Veterans Affairs# © COPYRIGHT Apogee - CEMS JV, LLC

PROJECT MANAGER

NC License #: C-1848

/3

/2

:2

:1

A

M

G-002

GENERAL INFORMATION

2 6DGC, RJ

RENOVATE SPS

FAYETTEVILLE VA MEDICAL CENTER

2300 RAMSEY ST FAYETTEVILLE, NC

28301 SEPTEMBER 3, 2021

100% CONSTRUCTION DOCUMENTS

565-19-10219-112

WVS

GENERAL SYMBOL LEGEND

BID DEDUCT ALTERNATES

Scale: 3/8" = 1'-0"

STANDARD MOUNTING HEIGHTS

INFECTION CONTROL RISK MITIGATION RECOMMENDATIONS MATRIX OF PRECAUTIONS

FOR CONSTRUCTION AND RENOVATION

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

- Bldg. #69 Therapy areas

- Respiratory Therapy

- Outpatient Clinics

- CBOC's

- Mental Health Units

- VACANT AREA ADJACENT TO

OCCUPIED AREA

- Office areas (non-clinical)

- Hallways

- FES/EMS areas

I

Patient Risk Group

TYPE D

TYPE C

TYPE B

TYPE A

Group 4 Highest Risk

Group 3 High Risk

- Pharmacy

- Radiology/ CT Scanner

- Urgent Care

- Laboratories

- CLCs

- SPD; AMCU;

- Respiratory Isolation Rooms

- Surgery

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.

CEMENTITIOUS BACKER TO

CONSTRUCTION SIDE

UL U404, 1HR

PAINT

EXISTING FLOOR

A 1-HR RATED AND SMOKE RATED

UL DESIGN NO. U404

UNDERSIDE OF EXISTING

STRUCTURE

CONSTRUCTION

SIDE

FIRE RESISTANT SEALANT,

BOTH SIDES

INTERIM LIFE SAFETY MEASURES IN EFFECT FOR THE

RENOVATE SPS PROJECT

• THIS EXIT IS CLOSED AND LEADS TO A CONSTRUCTION

AREA

• PLEASE USE ALTERNATE EXITS AS MARKED

1'-5"

ICRA, ILSM, FIRE

WATCH AND

MISC. FORMS

PAPER CADDY

POST ICRA, ILSM. FIRE, INSPECTION SHEETS VISIBLE TO PUBLIC

ILSM TEMPORARY BARRIER TAG

PROJECT:

PRIME CONTRACTOR:

SUB CONTRACTOR:

EMERGENCY CONTACT NO.:

BARRIER INSTALLATION DATE:

BARRIER EXPIRATION DATE:

DOOR INFORMATION

NO. QTY. WIDTH HEIGHT THICK TYPE MAT'L TYPE MAT'L DEPTH

FRAME INFORMATION

RATING HRDWR.

MISCELLANEOUS

REMARKS

TD001

(2) CONTRACTOR'S

DISCRETION ON

DOOR WIDTH-

3'-0" MIN.

7'-0" 1 3/4" A HM TYPE I HM 5 3/4" 45 MIN SET 2

DOOR AND FRAME SCHEDULE

NOTE: THIS DOOR AND FRAME SCHEDULE IS FOR RATED TEMPORARY DOORS ONLY. HARDWARE SET 2

HINGES

FLUSH BOLTS

DUST PROOF STRIKE

PASSAGE SET

COORDINATOR

ASTRAGAL

DOOR CLOSER

KICK PLATES

GASKETING

TA2714

ML2010

2600 SERIES

BY DOOR MANUF.

DC6210xA11

K1050F

S888 x HEAD & JAMBS

32D

32D

26D

32D

32D

MK

RO

RO

CO

RO

CO

RO

PE

MANUFACTURERS:

CORBIN RUSSWIN

McKINNEY

PEMKO

ROCKWOOD

NOTE:

HARDWARE MANUFACTURERS LISTED AS BASIS OF DESIGN.

ALTERNATE MANUFACTURERS ACCEPTABLE, SUBJECT TO

REVIEW BY ARCHITECT AND COR FOR EQUAL QUALITY

COMPLIANCE.

TYPE A TYPE I

2" VARIES 2"

TD002

TD003

CONTRACTOR'S

DISCRETION ON

DOOR WIDTH-

3'-0" MIN.

7'-0" 1 3/4" A HM TYPE I HM 5 3/4" 45 MIN SET 1

(2)

(1)

CONTRACTOR'S

DISCRETION ON

DOOR WIDTH-

3'-0" MIN.

7'-0" 1 3/4" A HM TYPE I HM 5 3/4" 45 MIN SET 2

TD004

CONTRACTOR'S

DISCRETION ON

DOOR WIDTH-

3'-0" MIN.

7'-0" 1 3/4" A HM TYPE I HM 5 3/4" 45 MIN SET 2

TD005

TD006

CONTRACTOR'S

DISCRETION ON

DOOR WIDTH-

3'-0" MIN.

7'-0" 1 3/4" A HM TYPE I HM 5 3/4" 45 MIN SET 1

CONTRACTOR'S

DISCRETION ON

DOOR WIDTH-

3'-0" MIN.

7'-0" 1 3/4" A HM TYPE I HM 5 3/4" 45 MIN SET 1(1)

(2)

(1)

(1)

TD006 CONTRACTOR'S

DISCRETION ON

DOOR WIDTH-

3'-0" MIN.

7'-0" 1 3/4" A HM TYPE I HM 5 3/4" 45 MIN SET 1

TD007

TD008

CONTRACTOR'S

DISCRETION ON

DOOR WIDTH-

3'-0" MIN.

7'-0" 1 3/4" A HM TYPE I HM 5 3/4" 45 MIN SET 1

CONTRACTOR'S

DISCRETION ON

DOOR WIDTH-

3'-0" MIN.

7'-0" 1 3/4" A HM TYPE I HM 5 3/4" 45 MIN SET 1

HARDWARE SET 1

HINGES

DUST PROOF STRIKE

LATCH SET

DOOR CLOSER

KICK PLATES

GASKETING

TA2714

VA SPEC F01

DC6210xA11

K1050F

S888 x HEAD & JAMBES

32D

26D

32D

MK

RO

CO

RO

PE

CO

MK

PE

RO

(1)

(1)

TD009 CONTRACTOR'S

DISCRETION ON

DOOR WIDTH-

3'-0" MIN.

7'-0" 1 3/4" A HM TYPE I HM 5 3/4" 45 MIN SET 1

(1)

(2)TD010

TD011

CONTRACTOR'S

DISCRETION ON

DOOR WIDTH-

3'-0" MIN.

CONTRACTOR'S

DISCRETION ON

DOOR WIDTH-

4'-0" MIN.

(2)

2 HINGES ONLY

7'-0" 1 3/4" A HM TYPE I HM 5 3/4" 45 MIN SET 2

7'-0" 1 3/4" A HM TYPE I HM 5 3/4" 45 MIN SET 1

1151 Kildaire Farm Rd.

Suite 120 Raleigh, NC 27511 www.acg-pa.com (919)858-7420

108 Benton Lodge Road Suite B Summerville, SC 29485 www.cemsengineering.com (843)875-3637Project Mgr: John Foley (APOGEE)

Joint Venture An Alliance for Success

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

U.S. Department of Veterans Affairs# © COPYRIGHT Apogee - CEMS JV, LLC

PROJECT MANAGER

NC License #: C-1848

/3

/2

:2

:1

A

M

G-003

PRE-CONSTRUCTION RISK

ASSESSMENT (PCRA)

3 6DGC

RENOVATE SPS

FAYETTEVILLE VA MEDICAL CENTER

2300 RAMSEY ST FAYETTEVILLE, NC

28301 SEPTEMBER 3, 2021

100% CONSTRUCTION DOCUMENTS

565-19-10219-112

WVS

Scale: 3/4" = 1'-0"

ICRA BARRIER WALL TYPES

Scale: 3" = 1'-0"

ILSM SIGNAGE

ILSM TEMPRARY BARRIER TAG

Scale: 1" = 1'-0"

UL-U404

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

ICRA DOOR SCHEDULE

CEMENTITIOUS BACKER

TO CONSTRUCTION SIDE

5/8" GYP BD TYP X

ON BOTH SIDES -

1HR RATED

FLOOR FIN

- AS SCHEDULED

ACCESS DOOR BEYOND

(2) 5/8" GYPD BD TYP X

TEMPORARY

CONSTRUCTION

LIGHTING

FIRST FLOOR

13'-4"

BASEMENT FLOOR

6002162-54 CLG JOISTS @

16" O.C. TYP. BEAR OVER

WALL, EA END

5/8" PLY WD SHEATING

352S162-33 MIN. WALL

STUDS @ 16" O.C. CENTER

UNDER EA CLG JOIST TYP.

FIRE RESISTANT SEALANT,

BOTH SIDES

ACCESS LADDER

FIRE RESISTANT SEALANT

(2) 5/8" GYP BD

TYP X

352S162-33 MIN. WALL

STUDS @ 16" O.C. CENTER

UNDER EA CLG JOIST TYP.

CONT 6007150-54 W/1/2" DIA SLEEVE

ANCHORS AT 32" O.C. TO EX. CMU

CONT 362T150-33

CONT 600T150-54

CONT 362T150-33

CONT 362T150-33

CONT 362T150-33

CONT 362T150-33

CONT 362T150-33

STUDS TIGHT TO EXISTING

FURRING.

HEPA FILTER UNIT IN DEMOLISHED

AREAS; 1 UNIT TO BE PLACED EVERY

1,000 SQFT MAX. CONFIRM WITH

CAMPUS INFECTION CONTROL

DEPARTMENT

FINISHED FLOORING TO BE KEPT

CLEAN. FLOORS NOT BEING REPLACED

MUST BE PROTECTED. COVER WITH

CONSTRUCTION GRADE TEMPORARY

FLOOR PROTECTION.

RUN EXHAUST AIR TO

EXTERIOR OR VA

APPROVED LOCATION

PHASE 2

PROVIDE SINGLE USE DAMPER IN

HEPA UNIT DUCT WHERE DUCT

PENETRATES A RATED WALL.

DAMPER TO MATCH RATING OF

WALL, NOT LESS THAN 1 HR

SWIVEL CASTERS

WITH TWO

LOCKING BRAKES

MOBILE CART

A D

J U

S T

A B

L E

H E

IG

H

T

HEPA NEGATIVE

AIR UNIT

EXISTING WALL

EXISTING CEILING

POST ICRA, ILSM, FIRE

INSPECTION SHEETS

VISIBLE TO PUBLIC

EXISTING WALL SEE

PLANS FOR FIRE RATING

EXISTING DOOR

OPENING

BARRIER WALLS TO

BE TYPE A

A S

R E

Q U

IR

E

D

PROVIDE STICKY MATS (CHANGED

END OF SHIFT OR MORE IF

NECESSARY TO MAINTAIN

CLEANLINESS).

SUPPLY DUCTS EITHER KEEP

RUNNING OR COVER WHEN

RUNNING TO KEEP DUST OUT

COVER ALL RETURNS

AT THE DIFFUSERS

T D

T D

FIRE EXTINGUISHER ON

PORTABLE FLOOR BRACKET

(ILSM MAY REQUIRE MORE

THAN ONE).

FIRE PULL STATION WITH

AUDIO / VISUAL

COORIDOR

BB-01

EXISTING

EXERIOR WALL

T D

COORIDOR

C2.1

EXISTING

GLAZING

BARRIER WALLS

TO BE TYPE A

F O

W

FIRE EXTINGUISHER

ON PORTABLE

FLOOR BRACKET

(ILSM MAY REQUIRE

MORE THAN ONE).

FOW

12'-6"

PROVIDE STICKY MATS

(CHANGED END OF SHIFT

OR MORE IF NECESSARY

TO MAINTAIN

CLEANLINESS).

FIRE PULL

STATION WITH

AUDIO / VISUAL

COORDINATE AIR

FILTRATION METHODS

CONFIRM WITH CAMPUS

INFECTION CONTROL

DEPARTMENT

POST ICRA, ILSM, FIRE

INSPECTION SHEETS

VISIBLE TO PUBLIC

EXISTING

EXERIOR WALL

EXISTING WALL SEE

PLANS FOR FIRE RATING

POST ICRA, ILSM, FIRE

INSPECTION SHEETS

VISIBLE TO PUBLIC

T D

TD007

FOW

3'-6"

MIN

4'-0"

ALIGN ALIGN

FIRE EXTINGUISHER

ON PORTABLE

FLOOR BRACKET

(ILSM MAY REQUIRE

MORE THAN ONE).

FIRE PULL

STATION WITH

AUDIO / VISUAL

BARRIER WALLS

TO BE TYPE A

ZIPPER BARRIER

D.1

PROVIDE STICKY

MATS (CHANGED END

OF SHIFT OR MORE IF

NECESSARY TO

MAINTAIN

CLEANLINESS).

COORDINATE AIR

FILTRATION METHODS

CONFIRM WITH CAMPUS

INFECTION CONTROL

DEPARTMENT

COORIDOR

C2.1

COORIDOR

C2.2

C

C.1

D

9 10 11 12 13

DECON

B081

CART WASH

0081-C

BREAK RM

0068-B

FEMALE

TOILET

0076-B

EXAM RM 5

0074-A

EXAM RM 5

0074-A

EXAM RM 4

0074-D

EXAM RM 4

0074-D

EXAM

RM 2

0074-E

STERILIZERS

TD004

SPD STORAGE /

SUPPLY

MECH

EB-4B

CLEAN PREP

ROOM

68-D

FOW

6'-3" 3'-8 1/2"

1'-2" 8'-6 1/2" 9'-5" 12'-10 1/2" 24'-0" 10'-3" 7'-7" 6'-2"

F O

W

.6

F O

W

/2

T D

/2

G-004

MECH

EB-4A

MECH/ELEC

EB-2

TELECOM

PHASE 1A

352S162-33 MIN. WALL STUDS @

16" O.C. CENTER UNDER EA

CLG JOIST TYP.

BOX BEAM OVER

DOOR TYP.

3 5/8" BOX BEAM BEARING

ON WALL TRY W (2)

STUDS MIN. BELOW

BEARING TYP.

2x2x0-4x54 MIL JOIST TO

BEAM CONN. ANGLE W/ (3)

#12 SCREWS EA LEG TYP.

SPD

6002162-54 CLG JOISTS @

16" O.C. TYP.

(2) 600S162-54 BOX BEAM

W/ 362T150-33 TRACK TOP

& BOT.

PROVIDE 3'-0"W x 4'-0"H 45

MIN RATED DOOR &

FRAME "TD011"

G-004

G-004

G-004

SIM

SIM

/2

/2

F O

W

TEMPORARY

WALL

FINISHED FLOOR

- AS SCHEDULED

(2) GYP BD TYP X

EXISTING WALL

352S162-33 MIN. WALL

STUDS @ 16" O.C.

CENTER UNDER EA

CLG JOIST TYP.

CONT 362T150-33

1151 Kildaire Farm Rd.

Suite 120 Raleigh, NC 27511 www.acg-pa.com (919)858-7420

108 Benton Lodge Road Suite B Summerville, SC 29485 www.cemsengineering.com (843)875-3637Project Mgr: John Foley (APOGEE)

Joint Venture An Alliance for Success

# KEY NOTES:

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS:

WALL RATING LEGEND

1 HR - FIRE BARRIER

2 HR - FIRE BARRIER

SMOKE RESISTIVE HAZARDOUS AREA

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

U.S. Department of Veterans Affairs# © COPYRIGHT Apogee - CEMS JV, LLC

S S S S

PROJECT MANAGER

/3

/2

:2

:2

A

M

G-004

INFECTION CONTROL RISK

ASSESSMENT (ICRA) DETAILS

4 6DGC

RENOVATE SPS

FAYETTEVILLE VA MEDICAL CENTER

2300 RAMSEY ST FAYETTEVILLE, NC

28301 SEPTEMBER 3, 2021

100% CONSTRUCTION DOCUMENTS

565-19-10219-112

WVS

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

ICRA BARRIER

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

PHASE 2 ICRA DIAGRAM

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

MOBILE CONTAINMENT CART

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

ICRA VESTIBULE BASEMENT FLOOR

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

ICRA VESTIBULE FIRST AND SECOND FLOOR - GLAZING

REPLACEMENT

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

ICRA VESTIBULE SECOND FLOOR

1 EXISTNG DOOR TO REMAIN SHUT

2 EXTEND EXISTING WALL TO UNDERSIDE OF

DECK CONSTRUCT AS 1 HR BARRIER.

FIRESTOP ALL PENETRATIONS TO

MAINTAIN RATING.

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

ENLARGED PLAN ICRA WALL AND FRAMING PLAN - PHASE 1

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

SECTION DETAIL - PHASE 1 ICRA WALL

UP DN

DN

DN

UP DN

DN

DN

UP DN

DN

DN

CLEAN PREP

RM

68-D

COMPRESSOR

RM

68-6

DECON

B081

CART WASH

0081-C

FEMALE

LOCKER

80-B

LOUNGE AREA

MALE LOCKER

80-A

ELECTRICAL

CLOSET

EB-1

B09B06 GROUP RM

EMPTY

B07

TELERETINAL

IMAGING

OFFICE

B08

HAC

0068-A

OFFICE

TELECOM

CLOSET

TB-2

ELEVATOR

MACH RM

ELEVATOR

MECH RM

0068-F

OFFICE

0068-C

SPD STORAGE / SUPPLY

LOGISTICS

AREA OF WORKNEW LOCATION FOR

RELOCATED NITROGEN

TANKS

1D

1B

1A

1A

TR-2

1A

TR-1

1C

1B

ELEVATOR

ELEVATOR

ELEVATOR

SPD STORAGE

/ SUPPLY

(TEMP)

TR-1

LOGISTICS

ADMIN (TEMP)

TR-2

STAIR

BB-03A

G-004

MECH

EB-4A

MECH

EB-3

MECH

EB-4B

MECH/ELEC

EB-2

1. PHASES SHOWN ARE PROVIDED AS A

SUGGESTED SEQUENCE FOR THE

CONTRACTOR, TO ENSURE CONTINUOUS

OPERATION AND ACCESS TO STERILIZING

EQUIPMENT DURING CONSTRUCTION.

2. THE CONTRACTOR SHALL PROVIDE A

CONSTRUCTION SEQUENCING AND STAGING

PLAN TO THE VA COR FOR APPROVAL,

COORDINATED WITH THE CONSTRUCTION

SCHEDULE.

3. THE CONTRACTOR'S SEQUENCING AND

STAGING PLAN SHALL INCLUDE

CONTRACTOR STAGING AREAS, STORAGE,

DUMPSTER LOCATIONS, AND CONSTRUCTION

ROUTE.

4. CONTRACTOR'S FIELD CONSTRUCTION

TRAILER COORDINATE ACCEPTABLE

LOCATION WITH COR. ALL UTILITIES NEEDED

FOR TRAILER TO BE BY CONTRACTOR

ELECTRICAL CAN BE PULLED FROM CLOSEST

VA PANEL HAVING CAPACITY.

PARTITION WALL

DEMOLITION

PHASE 1A

PHASE 1B

PHASE 1C

PHASE 1D

AREA OF CONSTRUCTION

MECH

EB-2

MECH/

ELECTRICAL

EB-1

B09B06

MORGUE

B05

COOLERS

LOGISTICS

ADMIN.

BREAK

ROOM

LOCKER

ROOM

RESTROOM

RESTROOM

LOGISTICS

SUPERVISOR

ANTE

BREAKDOWN

TELECOM

SPS

CHIEF

118 119

ASST. SPS

CHIEF

SPS

ADMIN

MENS

WOMENS

DETERGENT

COMMON/

LOCKERS

112 ANTE

ROOM

ANTE

ROOM

DECON

SCOPE

CLEAN

PREP

CART

DRYING

HAC

AREA OF WORK

GROUP RM

EMPTY

B07

TELERETINAL

IMAGING

OFFICE

B08ELEVATOR

ELEVATOR

ELEVATOR

VESTIBULE

HAC

0068-A

OFFICE

ELEVATOR

MACH RM

TELECOM

CLOSET

SPD

STORAGE

/ SUPPLY

CLEAN

STORAGE

STAIR

BB-03A

MECH

EB-2

MECH/

ELECTRICAL

EB-1

B09B06

BREAK

DOWN

PH 2

LOGISTICS

MORGUE

B05

COOLERS

ELEVATOR

AREA OF WORK

HAC

0068-A

OFFICE

ELEVATOR

MACH RM

TELECOM

CLOSET

GROUP RM

EMPTY

B07

TELERETINAL

IMAGING

OFFICE

B08

ELEVATOR

ELEVATOR

SPD STORAGE

/ SUPPLY

(TEMP)

TR-1

LOGISTICS

ADMIN (TEMP)

TR-2

STAIR

BB-03A

PHASE 1A

CONTRACTOR TO ACQUIRE AND

INSTALL (2) TRAILERS AND HAVE

OPERATIONAL PRIOR TO COMMENCING

ANY WORK IN THE INTERIOR OF THE

BUILDING.

CONSTRUCT NEW TELECOM ROOM 121.

WORK TO TAKE PLACE OFF HOURS

AND NOT OBSTRUCT PATH TO

EXISTING CLEAN ROOM.

CONSTRUCT NEW TEMPORARY

PARTITION WALL AT SOUTH OF

EXISTING SPD STORAGE/SUPPLY AND

PROCEED WITH DEMOLITION AS

SHOWN ON AD101.

PHASE 1B

DEMOLISH EXISTING ELEVATOR

MACHINE ROOM D068-F AND OFFICE

D068-C. WORK TO TAKE PLACE OFF

HOURS. REMOVE ALL EXISTING

ELEVATOR EQUIPMENT, INCLUDING

CAB. INSTALL NEW HOIST WAY

OPENING IN NORTH WALL, REMOVE

EXISTING HOIST WAY OPENING AT

SOUTH WALL AND FILL IN OPENING.

INSTALL NEW ELECTRIC TRACTION

CART LIFT. CART LIFT MUST BE

OPERATIONAL PRIOR TO COMPLETION

OF PHASE 1C.

CONSTRUCT TEMPORARY PARTITION

AS SHOWN ON AD101. ISOLATE AND

SEAL AREA FROM CORRIDOR.

DEMOLISH ALL WORK AS SHOWN ON

AD101 WITHIN ISOLATED AREA.

PHASE 1C

CONSTRUCT NEW SPS AREA AS

SHOWN ON AE102. ALL WORK WITHIN

THIS AREA TO BE 100% COMPLETE AT

THE END OF THIS PHASE. ALL

EQUIPMENT INSTALLED,

DECONTAMINATION AND CLEAN

PREPARATION MUST BE OPERATIONAL

AT THE END OF THIS PHASE. ALL WORK

INVOLVING CART LIFT SHAFTS

CONSTRUCTION TO BE COMPLETED,

CART LIFTS MUST BE OPERATIONAL AT

THE END OF THIS PHASE.

CONSTRUCTION OF NEW NITROGEN

STORAGE AREA AT THE NORTH WALL

OF EXISTING MECH. ROOM AND

PERFORM ALL REQUIRED PIPING

WORK, RELOCATE EXISTING STAFF TO

NEW AREA WITH MINIMAL DOWNTIME.

INSTALL ALL EQUIPMENT AT R.O. ROOM

129 AND PERFORM ALL ASSOCIATED

WORK.

PHASE 1D

DEMO EXISTING FINISHES IN THIS AREA

AND INSTALL NEW FINISHES. WORK TO

TAKE PLACE OFF HOURS. ACCESS TO

EXISTING CLEAN ROOM MUST BE

MAINTAINED. SPD STORAGE/SUPPLY

WILL STILL BE IN OPERATION.

COORDINATE SEQUENCE OF WORK

FOR MINIMAL DISRUPTION.

AT THE COMPLETION OF PHASE 1, NEW

SPS MUST BE COMPLETELY FINISHED

AND OPERATIONAL, INCLUDING NEW

CART LIFT, HVAC SYSTEMS, AND

WATER SUPPLIES.

PHASE 2A

DEMO ALL WORK IN AREA ON AD103. NOTE: HAZARDOUS ABATEMENT WORK TO BE PERFORMED FIRST.

PHASE 2B

CONSTRUCT NEW AREA AS SHOWN ON AE103. EGRESS MUST BE MAINTAINED TO THE WEST FOR

STERILE STORAGE.

PHASE 3

CONSTRUCT EXTERIOR WORK INCLUDING HIGH AND LOW CANOPIES, CIVIL WORK, CONCRETE WALK, ETC.

COORDINATE ANY DRIVE OBSTRUCTION WITH COR. VEHICLE ACCESS TO MORGUE NEEDS TO BE MAINTAINED.

DIRECT LOGISTICS ROUTE BLOCKED DURING THIS PHASE WAREHOUSE TO STERILE STORAGE ROUTE DENOTED.

1151 Kildaire Farm Rd.

Suite 120 Raleigh, NC 27511 www.acg-pa.com (919)858-7420

108 Benton Lodge Road Suite B Summerville, SC 29485 www.cemsengineering.com (843)875-3637Project Mgr: John Foley (APOGEE)

Joint Venture An Alliance for Success

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS:

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE BARRIER

2 HR - FIRE BARRIER

SMOKE RESISTIVE HAZARDOUS AREA

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

U.S. Department of Veterans Affairs# © COPYRIGHT Apogee - CEMS JV, LLC

S S S S

PROJECT MANAGER

NC License #: C-1848

/3

/2

:2

:4

A

M

G-005

PHASING PLANS

5 6DGC, RJ

RENOVATE SPS

FAYETTEVILLE VA MEDICAL CENTER

2300 RAMSEY ST FAYETTEVILLE, NC

28301 SEPTEMBER 3, 2021

100% CONSTRUCTION DOCUMENTS

565-19-10219-112

WVS

N

KEY PLAN

SCALE: NO SCALE

BUILDING 1

SCOPE OF WORK AREA OF WORK

Scale: 1/16" = 1'-0"

BASEMENT FLOOR PHASING PLAN - PHASE 1

PHASING NOTES

Scale: 1/16" = 1'-0"

BASEMENT FLOOR PHASING PLAN - PHASE 3

0 8 16 32

NORTH

PLAN

0 8 16 32

NORTH

PLAN

0 8 16 32

NORTH

PLAN

Scale: 1/16" = 1'-0"

BASEMENT FLOOR PHASING PLAN - PHASE 2

TEMPORARY TRAILER REQUIREMENTS

CONTRACTOR TO FURNISH AND INSTALL MODULAR TRAILERS IN A DESIGN/BUILD DELIVERY METHOD WITH A MODULAR TRAILER VENDOR OF THEIR CHOICE. TRAILERS MUST BE IN PLACE AND OPERATIONAL PRIOR TO ANY WORK TAKING PLACE IN THE BUILDING. ESTIMATED DURATION TRAILERS WILL BE NEEDED - 12 MONTHS. PRIOR TO THE CONSTRUCTION OF MODULAR TRAILERS, CONTRACTOR TO REVIEW SPACE PROGRAMS AND TECHNICAL REQUIREMENTS WITH COR

AND VA STAKEHOLDERS.

THE FOLLOWING GENERAL LIST OF MINIMUM REQUIRED "SPACE LAYOUTS AND TECHNICAL REQUIREMENTS" IS FOR REFERENCE ONLY AND IS INTENDED FOR BIDDING ASSISTANCE ONLY. IT IS NOT TO BE CONSTRUED AS THE FINAL "BILL OF

MATERIALS" OR DESIGN OF TEMPORARY TRAILERS.

CONTRACTOR RESPONSIBLE FOR PROVIDING SHOP DRAWINGS OF TRAILERS SHOWING LAYOUT AND CONFORMANCE TO ALL VA SPECIFIED REQUIREMENT TO VA FOR APPROVAL PRIOR TO CONSTRUCTION AND DELIVERY AND

INSTALLATION OF TRAILERS.

SPACE LAYOUT AND TECHNICAL REQUIREMENTS

BASIS OF DESIGN

WILLIAMS SCOTSMAN OR EQUAL

19-112-Q13 FAYETTEVILLE VA

TR-2 TRAILER 2

LOGISTICS ADMINISTRATION TRAILER

SIZE: 10' X 46'

TRAILER TO ACCOMMODATE THE FOLLOWING:

SPACE PROGRAM

6 WORKSTATIONS

EACH WORKSTATION TO HAVE POWER AND DATA.

VA WILL PROVIDE FURNITURE, MODULAR VENDOR PROVIDE RECEPTACLES.

BREAK ROOM

RECEPTACLE FOR A VA SUPPLIED REFRIGERATOR (PROVIDE WATER LINE REQUIRED FOR ICE) AND RECEPTACLE FOR MICROWAVE. 8' MINIMUM OF COUNTER SPACE AT 34" AFF WITH BASE CABINETS. (2) 4 DRAWER UNITS, (2) STORAGE

UNITS - LAYOUT AS PER VA.

WATER LINE AND SANITARY TO TRAILERS INCLUDED IN CONSTRUCTION DOCUMENTS.

PROVIDE INSTANT HOT WATER HEATER IN THE CABINETRY.

NO UPPER CABINETS REQUIRED.

BREAK ROOM TO BE DESIGNATED ENCLOSED ROOM, COORDINATE WITH VA.

PROVISION FOR WI-FI: VA TO SUPPLY ROUTER AND RUN TEMPORARY DATA LINE FROM CAMPUS.

TRAILER TO HAVE TWO ENTRY DOORS WITH ONE BEING ACCESSIBLE, ALL DOORS TO HAVE CARD READER ACCESS

FROM OUTSIDE.

ALL DOORS TO HAVE ADA COMLIANT RAMP (FOR PUSHING CARTS, REVIEW WITH VA). ALL RAMPS TO HAVE OVERHEAD

WEATHER PROTECTION (WALKWAY COVER).

FINISHED: FLOOR - LVT

CEILING - ACOUSTICAL CEILING TILE, BASIS OF DESIGN: ARMSTRONG ORTEGA, 769, 2X4

MINIMUM CEILING HEIGHT - 8'-0"

WALLS - PAINTED GYPSUM OR FRP

ELECTRICAL

100A FEED TO TRAILER

GENERAL POWER

LIGHTING THROUGHOUT - LED DIRECT INDIRECT 2X4 - 20 FOOT CANDLES THROUGHOUT

HVAC

TRAILER TO HAVE ITS OWN SELF CONTAINED UNIT CAPABLE OF BOTH HEATING AND COOLING - ALL ELECTRIC

UNIT TO BE ATTACHED TO TRAILER (ROOF MOUNT)

UNIT TO BE CAPABLE OF MAINTAINING 70 DEGREES HEATING, 75 DEGREES COOLING.

SINGLE ZONE, 4 AIR CHANGES PER HOUR, HUMIDITY 20-60%

MERV 11

TR-1 TRAILER 1

SPD STORAGE / SUPPLY

SIZE: 10' X 46'

TRAILER TO ACCOMMODATE THE FOLLOWING:

SPACE PROGRAM

ONE OPEN SPACE

PROVISION FOR WI-FI: VA TO SUPPLY ROUTER AND RUN TEMPORARY DATA LINE FROM CAMPUS.

TRAILER TO HAVE TWO ENTRY DOORS WITH ONE BEING ACCESSIBLE. ALL ACCESS DOORS TO HAVE CARD

READER TO OUTSIDE FOR ACCESS AND DOOR OPERATOR, PUSH BUTTON FROM INTERIOR.

ALL DOORS TO HAVE ADA COMLIANT RAMP (FOR PUSHING CARTS, REVIEW WITH VA). ALL RAMPS TO HAVE

OVERHEAD WEATHER PROTECTION (WALKWAY COVER).

FINISHED: FLOOR - WELDED SEAM

CEILING - ACOUSTICAL CEILING TILE, BASIS OF DESIGN: ARMSTRONG ULTIMA HEALTH ZONE OR

EQUAL 2X2

WALLS - FRP, BASIS OF DESIGN, MARLITE INDURO, SMOOTH OR EQUAL

ELECTRICAL

100A FEED TO TRAILER

GENERAL POWER - RECEPTACLES, POWER AND DATA, SPACED 15' OC MAX

COORDINATE WITH COR FOR ADDITIONAL SPECIAL REQUIREMENTS

LIGHTING THROUGHOUT - LED DIRECT INDIRECT 2X4, 50 FOOT CANDLES THROUGHOUT

HVAC

TRAILER TO HAVE ITS OWN SELF CONTAINED UNIT CAPABLE OF BOTH HEATING AND COOLING -

ALL ELECTRIC

UNIT TO BE ATTACHED TO TRAILER (ROOF MOUNT)

UNIT TO BE CAPABLE OF MAINTAINING 70 DEGREES HEATING, 70 DEGREES COOLING.

SINGLE ZONE, 4 AIR CHANGES PER HOUR, HUMIDITY 20-60%

MERV 14

WORK SHOWN INCLUDES BUT NOT LIMITED TO SHEET AD103, AD111, AE103, AC111

WORK SHOWN INCLUDES BUT NOT LIMITED TO SHEET AD104, AE104

R

F

UP DN

FC

DN

DN

E.1

A

B

B.1

B.2

C

C.1

D

D.1

E

F

F.1

5 6 9 10 11 12 13 14 15 16

A.2

A.1

G

ELECTRICAL

CLOSET

EB-1

B09B06

GROUP RM

EMPTY

B07

TELERETINAL

IMAGING

OFFICE

B08

ELEVATOR

MACH RM

LOGISTICS

ADMIN.

LOGISTICS

SUPERVISOR

ANTE

RESTROOM

RESTROOM

LOCKER

ROOM

BREAK

ROOM

BASEMENT FINISH FLOOR

0'-0"

BREAKDOWN

DECON

CLEAN

PREP

SCOPE

SPARE

HAC

ANTE

ROOM

ANTE

ROOM

COMMON/

LOCKERS

MENS

SPS

ADMIN

SPS

CHIEF

TELECOM

ASST. SPS

CHIEF

IT

CLOSET

TB-1

CART

DRYING

DETERGENT

101A

B

A

A

B

111A

A

111B

123B

123A

B

A

WOMENS

STOR

CLEAN

STORAGE

FEMALE

TOILET

STAIR

WAITING AREA

TRIAGE

NURSE MGR

OFFICE

B-11D

CORRIDOR

B-11A

B-11C

AREA OF WORK

CART

WASHING

CART

COOLING

PHASE 2B

RO

ROOM

B

SPD STORAGE /

SUPPLY

CR

CR

CR

CR

FEC

FEC

FEC

FEC

FEC

FEC

B

HAC

TELECOM

CLOSET

TB-2

VESTIBULE

MECH/ELEC

EB-2

MECH

EB-3

MECH

EB-4A

MECH

EB-4B

CORRIDOR

BB-01

CORRIDOR

BB-02

CORRIDOR

BB-03

CR

CR

CR

CR

CR

PB

CR

CR

HW

HW

HW HW

HW HW

PB

PB

PB

POLICE /

SECURITY RM

VESTIBULE

ACTUE BEDS

E/R CHECK-IN

INTAKE

EXAM

EXAM

EB-2

BREAK RM

LOCKER

0026-A

INFOS

OFFICE

HEALTH

BENEFITS

0027-A

TRAVEL DISTANCE C = 145'-9"

TRAVEL DISTANCE A = 75'-0"

ACTUAL

OCCUP: 8

ACTUAL

OCCUP: 8

A

C

D

TRAVEL DISTANCE C = 52'-4"

TRAVEL DISTANCE A = 272'-9"

TRAVEL DISTANCE B = 232'-4"

TRAVEL

DISTANCE

C = 41'-4"TRAVEL

DISTANCE

D =12'-0"

CA

CA

CA CA

CA

CA

CA

CA

CALC.

OCCUP: 7

CA ACTUAL

OCCUP: 5

G3.0G3.0F3.0 F3.0

F3.0

G3.0

G3.0G3.0

G3.0

F2.0

F2.0

F2.0 F2.0

G3.0G3.0

G3.0

G3.0G3.0

G3.0 G3.0G3.0

G3.0

G3.0G3.0

G3.0

G3.0

G3.0

G6.1

F3.0

G3.0G3.0

G3.0G3.0

G3.0

G3.0H

G3.0G3.0

G3.1

G6.1

G3.0

G3.1

CA

ACTUAL

OCCUP: 7

PB

STAIR

B-10

TRAVEL DISTANCE B TO

SOUTH EXIT = 247'-6" B

PB

PB

CR

PB

CR

CR

CART LIFT

CL2

CART LIFT

CL1

A. SEE SHEETS G-002 & A-001 FOR SYMBOLS AND

ABBREVIATIONS.

B. REFER TO PLUMBING DRAWINGS FOR

INFORMATION CONCERNING PLUMBING FIXTURES

AND PIPING SYSTEM(S).

C. REFER TO MECHANICAL DRAWINGS FOR

INFORMATION CONCERNING HVAC SYSTEM(S).

D. REFER TO ELECTRICAL DRAWINGS FOR

INFORMATION CONCERNING POWER, LIGHTING

AND COMMUNICATION SYSTEM(S).

E. REFER TO ELECTRICAL DRAWING FOR FIRE

ALARM NOTIFICATION AND EMERGENCY EGRESS

LIGHTING LOCATIONS.

F. REFER TO PARTITION TYPES FOR FURTHER FIRE

SEPARATION REQUIREMENTS.

G. CONTRACTOR TO PROVIDE ALL ADDITIONAL

FRAMING NECESSARY FOR ALL OPENINGS AND

SUPPLEMENTAL FRAMING ABOVE PARTITIONS.

H. ALL FIRE RATED ASSEMBLIES SHALL BE

INSTALLED IN STRICT ACCORDANCE WITH

TESTED ASSEMBLIES INDICATED.

I. EXTEND FIRE RATED PARTITIONS, BARRIERS, AND

OTHER SEPARATIONS TO BOTTOM OF

ROOF/FLOOR DECK ABOVE (OR AS DIRECTED BY

UL ASSEMBLY) AND TO EXTERIOR WALL. SEAL

JOINT BETWEEN EDGES OF PARTITION WITH FIRE

RATED SEALANT AND/OR INTUMESCENT

ASSEMBLY.

J. ALL PENETRATIONS OF FIRE-RATED ASSEMBLIES

SHALL BE FIRE-SEALED IN ACCORDANCE WITH

APPROVED MANUFACTURER'S DETAIL FOR

LOCATION, TYPE OF CONSTRUCTION,

PENETRATING ITEM AND RATING REQUIRED.

K. ALL DUCTWORK, DIFFUSERS AND GRILLES

PENETRATING FIRE-RATED WALLS, CEILINGS AND

FLOORS SHALL HAVE THE APPROPRIATE TYPE OF

FIRE/SMOKE DAMPER IN ACCORDANCE WITH THE

TYPE OF CONSTRUCTION BEING PENETRATED

AND THE FIRE/SMOKE RATING REQUIRED.

L. ALL LIGHT FIXTURES AND ELECTRICAL DEVICES

PENETRATING FIRE-RATED ASSEMBLIES SHALL BE

UL-LISTED FOR INSTALLATION IN THE ASSEMBLY

OR SHALL BE INSTALLED SUCH THAT THE FIRE-

RATING IS NOT COMPROMISED.

M. SMOKE RESISTANT CONSTRUCTION SHALL MEET

THE REQUIREMENTS OF ALL APPLICABLE CODES.

AREA SHALL BE SEPARATED FROM THE

REMAINDER OF THE BUILDING BY CONSTRUCTION

CAPABLE OF RESISTING THE PASSAGE OF

SMOKE.

N. STORAGE OF ANY FLAMMABLE OR COMBUSTIBLE

LIQUIDS IS UNDERSTOOD TO NOT BE WITHIN THE

BUILDING. STORAGE OF ANY MATERIAL IS TO BE

IN COMPLIANCE WITH ALL APPLICABLE CODES

AND AUTHORITIES HAVING JURISDICTION.

O. MAINTAIN FIRE CONSTRUCTION BARRIER DURING

ALL DEMOLITION AND CONSTRUCTION. SEE

SHEETS AD101 THRU AD104 AND AE101 THRU

AE104. COORDINATE BARRIER REMOVAL WITH VA

LIFE SAFETY OFFICER.

P. SEE SHEET G-003 FOR TEMPORARY PARTITION

TYPES USED DURING PHASING.

Q. SEE SHEET AE501 FOR PARTITION TYPES.

EGRESS PATH

FIRE EXTINGUISHER CABINET

EMERGENCY RESPONSE REFERENCE

CONTROLLED ACCESS - ALWAYS

UNLOCKED IN DIRECTION OF EGRESS

DELAYED EGRESS W/ ALARM

CA

DE

FEC

1151 Kildaire Farm Rd.

Suite 120 Raleigh, NC 27511 www.acg-pa.com (919)858-7420

108 Benton Lodge Road Suite B Summerville, SC 29485 www.cemsengineering.com (843)875-3637Project Mgr: John Foley (APOGEE)

Joint Venture An Alliance for Success

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS:

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE BARRIER

2 HR - FIRE BARRIER

SMOKE RESISTIVE HAZARDOUS AREA

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

U.S. Department of Veterans Affairs# © COPYRIGHT Apogee - CEMS JV, LLC

S S S S

PROJECT MANAGER

NC License #: C-1848

/3

/2

:2

:5

A

M

LS101

BASEMENT FLOOR LIFE SAFETY

6 6DGC

RENOVATE SPS

FAYETTEVILLE VA MEDICAL CENTER

2300 RAMSEY ST FAYETTEVILLE, NC

28301 SEPTEMBER 3, 2021

100% CONSTRUCTION DOCUMENTS

565-19-10219-112

WVS

N

KEY PLAN

SCALE: NO SCALE

BUILDING 1

SCOPE OF WORK AREA OF WORK

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

BASEMENT FLOOR LIFE SAFETY PLAN

LIFE SAFETY GENERAL NOTES

PROPOSED USE:

OWNED BY: PRIVATE

LOCAL GOVERNMENT

CITY/COUNTY

STATE

FEDERAL

CODE ENFORCEMENT JURISDICTION: CITY

COUNTY

FEDERAL

APPLICABLE CODES:

GENERAL CODE INFORMATION:

NEW CONSTRUCTION

RENOVATION (EXISTING BUILDING)

CONSTRUCTION TYPE:

MIXED CONSTRUCTION

SPRINKLERED

MEZZANINE

MIXED OCCUPANCY

PRIMARY OCCUPANCY:

PROJECT NAME:

PROJECT ADDRESS:

OWNER OR AGENT:

Relevant Code Goes Here

IIB

NFPA 101 - EXISTING

HEALTHCARE

RENOVATE SPS

FAYETTEVILLE VA MEDICAL CENTER

2300 RAMSEY ST FAYETTEVILLE, NC

28301

VA FAYETTEVILLE

LIFE SAFETY LEGEND

0 4 8 16

NORTH

PLAN

NFPA 101 - CHAPTER 43 BUILDING REHABILTATION

43.1.1 - CLASSIFICATION OF REHABILITATION

WORK - RENOVATION

143.4.2 - CAPACITY OF MEANS OF EGRESS. THIS

PROJECT DOES NOT CHANGE OR ALTER EXISTING

PREVIOUSLY APPROVED AS BEING ADEQUATE.

NFPA 101 - CHAPTER 43

BUILDING REHABILITATION

43.1.1 CLASSIFICATION OF REHABILITATION WORK -

MODIFICATION.

43.4.2 CAPACITY OF MEANS OF EGRESS. THIS

PROJECT DOES NOT CHANGE OR ALTER

EXISTING OCCUPANT LOAD OR MEANS OF

EGRESS. THE EGRESS CAPACITY SHALL HAVE

BEEN PREVIOUSLY APPROVED AS BEING

ADEQUATE.

195.67

195.60

196.23

195.02

196.21 196.20

194.49

194.45

194.80

CONC. WALK

CONC. RAMP

196.23

CO

NC

. R

AM

P

CATCH BASIN

EXIST. DRAINAGE MH

RIM = 193.84

I.E. 15" (W): 186.31 I.E. 15" (S): 186.12

4" SAN.

4" SAN.

194.04

194.40

195.10

195.51

194.98

194.72

194.65

195.41

195.33

CONC.

195.26

STAIRS

BO

LL

AR

D

195.02

194.28

FENCE W/ GATE

CONC.

194.58

EXIST. SAN. MH

RIM = 193.84

I.E. 12" (N): 184.74 I.E. 8" (W): 187.28

I.E. 6" (SE): 190.53

GRASS

196.13 194.29

194.64

BLDG. 3 (WAREHOUSE)

BLDG.

BLDG.

ASPHALT

ASPHALT

FFE = 196.19

194.32CONC.

LIMITS OF

CONSTRUCTION

EXISTING DOOR OPENING (TYP.)

GRASS

TRANSF.

ASPHALT

DC1

DC3

DC4

DC5

DC7

DC2

DC8

DC1

DC9

DC10

DC1

DC3 GRASS

GRASS

193.93

DC2

DC6

FFE = 195.35

195.67

195.60

196.23

195.02

196.21 196.20

194.49

194.45

194.80

CONC. RAMP

196.23

CO

NC

. R

AM

P

CATCH BASIN

EXIST. DRAINAGE MH

RIM = 193.84

I.E. 15" (W): 186.31 I.E. 15" (S): 186.12

4" SAN.

4" SAN.

195.10

195.51

194.98

194.72

194.65

FFE = 195.35

195.41

195.33

CONC.

195.26

STAIRS

BO

LL

AR

D

195.02

194.28

.4

FENCE W/ GATE

CONC.

194.58

EXIST. SAN. MH

RIM = 193.84

I.E. 12" (N): 184.74 I.E. 8" (W): 187.28

I.E. 6" (SE): 190.53

196.13 194.29

194.64

BLDG. 3 (WAREHOUSE)

BLDG.

BLDG.

ASPHALT

195.34

FFE = 196.19

8'

LIMITS OF

CONSTRUCTION

6.

3'

(N

EW

O

PE

NI

NG

6.

3'

(N

EW

O

PE

NI

NG

EXISTING DOOR OPENING (TYP.)

5.6'

3.7'

194.31

6.9'

GRASS

.5

TRANSF.

0.

7'

0.

5%

S

LO

PE

AW

AY

195.32

194.00

0.5% SLOPE AWAY

196.18

196.16

194.89

194.50

ASPHALT

195.23

6.

0'

GRASS

193.48

193.83

SL

O

PE

AW

AY

5.0'

193.93

RAISED TABLETOP

CROSSING

C2 C5

C3 C6

C9

C7

C10

C8

C1

193.78

C12

.0

52.4'

195.32

6.6'

C14

C13

C3

C2

16.3'

1.2'

1.2'

C11

C4

1151 Kildaire Farm Rd.

Suite 120 Raleigh, NC 27511 www.acg-pa.com (919)858-7420

108 Benton Lodge Road Suite B Summerville, SC 29485 www.cemsengineering.com (843)875-3637Project Mgr: John Foley (APOGEE)

Joint Venture An Alliance for Success

Revisions: Date

Drawing Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

CONSULTANTS:

# KEY NOTES:

19-112

U.S. Department of Veterans Affairs# © COPYRIGHT Apogee - CEMS JV, LLC

N

KEY PLAN

SCALE: NO SCALE

BUILDING 1

SCOPE OF WORK AREA OF WORK

NC License #: C-1848

Fayetteville VA Medical Center 2300 Ramsey St Fayetteville, NC 28301

Renovate SPS

SEPTEMBER 3, 2021

565-19-102

100% CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

ACG Project Number Office of

Construction and Facilities Management Approved: Project Director

Project Title

Date Checked Drawn

SCALE: 1" = 10'-0"1 EXISTING CONDITIONS / SITE DEMOLITION PLAN

SCALE: 1" = 10'-0"

SITE PLAN

GRAPHIC SCALE

10'

SCALE: 1" = 10'

0 10' 20'

GRAPHIC SCALE

NORTH

EXISTING CONDITIONS / DEMOLITION

AND SITE PLANS

EXISTING CONDITIONS / DEMOLITION LEGEND

BUILDING OUTLINE

CONCRETE PAVEMENT

ASPHALT PAVEMENT

CURB AND GUTTER

CONCRETE PAVEMENT

VENT

TREE

SANITARY CLEANOUT

WATER VALVE

SANITARY MANHOLE

ASPHALT PAVEMENT

CONC.

ABBREVIATIONS:

CONCRETE

S/W SIDEWALK

TRANSF. TRANSFORMER

BLDG. BUILDING

LIMITS OF CONSTRUCTION

TO BE REMOVED

SITE LEGEND

EXISTING NEW

BUILDING OUTLINE

CONCRETE PAVEMENT

ASPHALT PAVEMENT

GUTTER

CONCRETE PAVEMENT OR SLAB

VENT

TREE

SANITARY CLEANOUT

WATER VALVE

SANITARY MANHOLE

ASPHALT PAVEMENT

LIMITS OF CONSTRUCTION

195.60 SPOT ELEVATION

FFE FINISH FLOOR ELEVATION

EXIST. EXISTING

SAN. SANITARY

MH MANHOLE

I.E. INVERT ELEVATION

194.27 SPOT ELEVATION

STORM DRAIN PIPE

195.60

DIRECTION OF SLOPE

CURB AND GUTTER

HANDRAIL (SEE ARCHITECTURAL)

TYP. TYPICAL

WJBSBT

C-101

DC1 REMOVE PORTION OF CONCRETE

CURB

REMOVE PORTION OF CONCRETE

GUTTER

REMOVE GRASS

REMOVE FENCE WITH GATE

REMOVE CONCRETE

REMOVE CONCRETE WALK

REMOVE ASPHALT PAVEMENT

REMOVE LADDER AND RELOCATE

PER ARCHITECTURAL

REMOVE CONCRETE WALK AND

HANDRAILS

CONTRACTOR TO ADJUST SAN. MH

RIM AND WATER VALVE RIM TO

MATCH FINISHED PAVEMENT GRADE

SEE STRUCTURAL FOR CANOPY

COLUMN AND FOUNDATION (TYP.)

4" PVC STORM DRAIN PIPE

(TYP. OF 2)

CONTRACTOR TO ADJUST TIE-IN OF

NEW RAMP TO MATCH EXISTING

PAVEMENT GRADE AT SPECIFIED

LOCATION

CONCRETE GUTTER (TYP.)

HANDRAIL, TYP.

(SEE ARCHITECTURAL)

20 SF OF CONCRETE PAVEMENT

(SEE DETAIL 5/C-102)

SLOPED 4" CONCRETE SLAB ON

GRADE

(SEE STRUCTURAL)

NITROGEN TANK STORAGE AREA

(SEE ARCHITECTURAL AND

STRUCTURAL)

BOLLARD, TYP. OF 2

(SEE DETAIL 7/C-102)

CONCRETE CURB AND GUTTER,

TYP.

(SEE DETAIL 6/C-102)

CONCRETE RAISED TABLETOP

CROSSING

(SEE DETAIL SHEET 1/C-103)

21 SF OF SOD

CHEVRON PAVEMENT MARKING,

TYP. OF 2

(SEE DETAIL SHEET 2/C-103)

CONCRETE SIDEWALK

(SEE DETAIL 1/C-102)

DC2

DC3

DC4

DC5

DC6

DC7

DC8

DC9

DC10

C1

C2

C3

C4

C5

C6

C7

C8

C9

C10

C11

WV WATER VALVE

W/ WITH

GRASS AREA

BOLLARD

SOD AREA

STORM DRAIN MANHOLE

STORM DRAIN MANHOLE

BOLLARD

C12

C13

CENTERLINE

C14

1151 Kildaire Farm Rd.

Suite 120 Raleigh, NC 27511 www.acg-pa.com (919)858-7420

108 Benton Lodge Road Suite B Summerville, SC 29485 www.cemsengineering.com (843)875-3637Project Mgr: John Foley (APOGEE)

Joint Venture An Alliance for Success

Revisions: Date

Drawing Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

CONSULTANTS: 19-112

U.S. Department of Veterans Affairs# © COPYRIGHT Apogee - CEMS JV, LLC NC License #: C-1848

Fayetteville VA Medical Center 2300 Ramsey St Fayetteville, NC 28301

Renovate SPS

SEPTEMBER 3, 2021

565-19-102

100% CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

ACG Project Number Office of

Construction and Facilities Management Approved: Project Director

Project Title

Date Checked Drawn

LEGEND, ABBREVIATIONS

AND DETAILS

FINISH GRADE

COMPACTED EARTH

1"

CONCRETE WALK

SLOPE

1% MAXIMUM

VARIES (SEE PLANS)

6' CONTRACTION JOINTS

6x6-W2.1xW2.1 WWR

X X X XXXX X

SEE PLANS

XX4"

WIDTH VARIES

50' MAX. SPACING BETWEEN EXPANSION JOINTS

1/4" EXP. JT.

S E

E P

LA

N

S

TOOLED EDGES

NOTES

1. ALL SIDEWALKS SHALL BE 4" THICK.

2. CONTRACTION JOINTS SHALL BE SPACED AT

6'-0"

3. SIDEWALKS TO LIGHT BROOM FINISH

4. ALL JOINTS AND EDGES TO BE TOOLED.

5. SIDEWALKS TO BRUSHED AND TOOLED.

6. CONTRACTION JOINTS SHALL BE 1" DEEP AND

EDGED WITH 1/8" RADIUS.

7. EXPANSION MATERIAL 1/2" THICK SHALL BE

REQUIRED WHERE SIDEWALK ABUTS

CONCRETE STRUCTURE.

STANDARD JOINT LAYOUT FOR CONCRETE SIDEWALKS

SCALE: NOT TO SCALE

TYPICAL SIDEWALK SECTION

SCALE: NOT TO SCALE

SIDEWALK DETAIL

SCALE: NOT TO SCALE1 2

CONCRETE PAVEMENT DETAIL

NEW CONCRETE ELEVATED WALKWAY EXISTING ASPHALT

PAVEMENT SECTION

ASPHALT TO CONCRETE SECTION

PREFORMED

NON-EXTRUDING

JOINT FILLER JOINT SEAL

(SEE NOTE)

4" ± 116"

4" R

NOTE:

1. THE PREFORMED JOINT FILLER SHALL EXTEND TO A DEPTH EQUAL TO THE THINNEST THICKENED EDGE. JOINT

SEALANT SHALL MEET ASTM C 920, TYPE S OR M, GRADE NS, CLASS 25, USE NT. AND AS REQUIRED BY UFC 3-250-01FA.

6" DENSE-GRADED

AGGREGATE BASE

4" - 16" THICK CONCRETE

PAVEMENT PORTLAND CEMENT

(4500 PSI @ 28 DAYS)

12" COMPACTED SUBGRADE

PER EARTHWORK

SPECIFICATION

(95% OF MAXIMUM DRY

DENSITY ASTM D-1557)NOTES

JOINTS IN CONCRETE PAVEMENTS SHOULD BE WATERTIGHT TO

PREVENT PONDING OF WATER WITHIN THE SUB-BASE STONE. THE

SUBGRADE SURFACE SHOULD BE SLOPED TO PROVIDE POSITIVE

DRAINAGE PRIOR TO PLACEMENT OF THE STONE BASE MATERIALS.

WJBSBT

C-102

NOTES:

1. ALL CONCRETE SHALL BE MIN. 3500 PSI.

2. GUTTER SHALL PITCH IN DIRECTION OF DRAINAGE FLOW.

3. ADJUST GUTTER SLOPE AT ADA RAMPS TO BE LESS THAN 5%.

4. CURB AND GUTTER TO BE CONSTRUCTED IN 10 FOOT LENGTHS.

5. 1/2 INCH EXPANSION JOINTS SHALL BE PROVIDED AT INTERVALS NOT TO

EXCEED 50 FEET AT THE ENDS AND MID-POINT OF RETURNS AND AT ANY

POINT WHERE THE NEW CURB AND GUTTER ABUTS OTHER CONCRETE

STRUCTURES & CONCRETE PAVEMENTS.

6. 5 FOOT LONG TRANSITIONS SHALL BE PROVIDED BETWEEN NORMAL

GUTTER AND PITCHED GUTTER UNLESS OTHERWISE NOTED.

6"

.5" 12"

1"R

1.25"R

2'-0"

1"R

6.5"

1"R

6 CONCRETE CURB & GUTTER

SCALE: NOT TO SCALE

SCALE: NOT TO SCALE

SCALE: NOT TO SCALE

7 PIPE BOLLARD DETAIL

SCALE: NOT TO SCALE

2" DOMED CONC.

ROUND TOP

SYMMETRICALLY

CONC.

ENCASEMENT

CONC. SLAB ON

COMPACTED

SUBGRADE

1"

8"

4' -3

4'

-0

2'-0"

(MIN.)

3"

8" DIA. SCHEDULE 80

STEEL PIPE, GRIND

SMOOTH, FILL WITH

CONC. AND PAINT

SAFETY YELLOW

1151 Kildaire Farm Rd.

Suite 120 Raleigh, NC 27511 www.acg-pa.com (919)858-7420

108 Benton Lodge Road Suite B Summerville, SC 29485 www.cemsengineering.com (843)875-3637Project Mgr: John Foley (APOGEE)

Joint Venture An Alliance for Success

Revisions: Date

Drawing Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

CONSULTANTS: 19-112

U.S. Department of Veterans Affairs# © COPYRIGHT Apogee - CEMS JV, LLC NC License #: C-1848

Fayetteville VA Medical Center 2300 Ramsey St Fayetteville, NC 28301

Renovate SPS

SEPTEMBER 3, 2021

565-19-102

100% CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

ACG Project Number Office of

Construction and Facilities Management Approved: Project Director

Project Title

Date Checked Drawn

RAISED TABLETOP CROSSING AND

PAVEMENT MARKING DETAILS

TRAFFIC

FLOW

10' 8' 11.5'1.

3'

0.

7'

EXISTING CURB

& GUTTER

DRIVING PROFILE

EXISTING ASPHALT WIDTH

TYPICAL SECTION AT CROSSING CENTERLINE

RPM'S

EXISTING CURB

& GUTTER

WHITE MARKINGS CENTERED

IN DRIVE LANE WIDTH

CONCRETE RAISED TABLETOP CROSSING DETAIL

SCALE: NOT TO SCALE1

PLAN VIEW

4" PVC STORM PIPE

4" PVC STORM PIPE

11.5'

8' CONCRETE

RAISED CROSSING10'

EXISTING CURB

& GUTTER

PAVEMENT CENTER LINE

8' CONCRETE

RAISED CROSSING

TEMPORARY 6" WHITE

SEE NOTE

NOTE:

1. WHITE CHEVRON PAVEMENT

MARKINGS SHALL BE CENTERED

WITHIN TRAFFIC LANE UNLESS

OTHERWISE NOTED.

TRAFFIC

FLOW

4' -2

4' -2

8' (SEE NOTE 1)

2' -1

2'

-1

1 1/2" 1 1/2"

8" 8"

8" 8"

12" WHITE

12" WHITE

EDGE OF RAISED HUMP

RPM'S

NOTE:

1. PERMANENT PAVEMENT MARKINGS SHALL BE ALKYD

THERMOPLASTIC WITH GLASS BEADS OR REFLECTIVE HEAT

TRANSFER TAPE. CONTRACTOR TO SUBMIT SPECIFICATIONS TO VA

FOR APPROVAL PRIOR TO INSTALLATION.

2. IF PERMANENT PAVEMENT MARKINGS ARE NOT INSTALLED PRIOR

TO MOUNDED CONCRETE BEING OPEN TO TRAFFIC, THEN THE

CONTRACTOR SHALL PROVIDE TEMPORARY 6" WHITE STRIPING ON

THE HUMP AS SHOWN. UPON COMPLETION OF PERMANENT

MARKINGS, ALL TEMPORARY MARKINGS SHALL BE REMOVED BY

THE CONTRACTOR. PERMANENT PAVEMENT MARKINGS SHALL BE

INSTALLED WITHIN A MAXIMUM OF SEVEN (7) DAYS AFTER

CONCRETE MOUND INSTALLATION.

CHEVRON PAVEMENT MARKING FOR RAISED CROSSING DETAIL

SCALE: NOT TO SCALE2

TRAFFIC

FLOW

8'

1 1/2"

8" 8"

8" 8"

12" WHITE

12" WHITE

WHITE CHEVRON PAVEMENT MARKING ENLARGED DETAIL

SCALE: NOT TO SCALE3

RPM'S

2' -1

2'

-1

LEADING EDGE OF

RAISED CROSSING

4' -2

2'-8 1/2"2'-9"2'-6 1/2"

76°

4°

104° 1 1/2"

4°

1/

2"

1/ 2"

1' -4

1'

-5

8" 8"

TRAFFIC

FLOW

1' SPACE TO MARKINGS

FROM CENTERLINE

8"

8"

0.

7' 1.

3'

EXISTING SIDEWALK

NEW SIDEWALK

EXISTING SIDEWALK

NEW SIDEWALK

4" PVC STORM PIPE

4" PVC STORM PIPE

WJBSBT

C-103 3 3

6" DENSE-GRADED

AGGREGATE BASE

6" - 16" THICK CONCRETE

PAVEMENT PORTLAND CEMENT

(4500…