DRAWINGS.pdf

DEPT. OF VETERANS AFFAIRS

L2e-OCULUS JV CONTRACT NUMBER: 36C24622C0073

VA PROJECT NUMBER: 590-21-121

VETERANS HEALTH CARE SYSTEM

100 Emancipation Dr, Hampton, VA 23667

HAMPTON VA MEDICAL CENTER -

RENOVATE BLDG 110 GROUND FLOOR

o n e e ig h th i n c h o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

A

B

C

D

E

F

G

5 4 3 2 1678910

A

B

C

D

E

F

G

5 4 3 2 1678910

Project Number

Building Number

Drawing NumberLocation

Issue Date

Project Title

Checked Drawn

Drawing Title

Approved:

NOT FOR CONSTRUCTION

Phase

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

STAMP

REVISIONS: DATE:

ARCHITECT / ENGINEERS OF RECORD:CONSULTANT:

Mechanical, Electrical, Plumbing & Technology Engineers:

IMEG Corp.

15 Sunnen Drive, Suite 104 St. Louis, MO 63143 Phone: 314-645-1132, Fax: 314-645-1173 Cost Estimating:

OCMI, Inc.

1722 Routh Street, Suite 900 Dallas, TX 75201 Phone: 469-431-0571

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

A/E:

L2e-Oculus JV 20 South Sarah Street St. Louis, MO 63108 Phone: 314-730-2779 Firm POC: Justin Quinn

GI000

BUILDING 110

590-21-121AE Services - Renovate Building 110 Ground

Floor Hampton VAMC

36C24622C0073; #590-C20216

Hampton VA Medical Center

August 17, 2023 AM, EL CK

COVER SHEET 100% CONSTRUCTION

DOCUMENTS (CD)

A101

SIM

A101

SIM

BUILDING ELEVATION/SECTIONDetail No.

Sheet No.

Reference Label

Detail No.

Sheet No.

Reference Label

Room No.

Room Area

Door/Room No.

Key Note No.

ALIGN

WALL SECTION

DETAIL SECTION/CALLOUT

ROOM TAG

DOOR TAG

PARTITION TAG

KEYNOTE

ALIGNED SURFACES

Room Name

Area

AREA TAG

Area NameArea Name

150 SF

SCOPE OF PROJECT

Project Limit Line

Grid No.

CENTERLINE

COLUMN GRID LINE

Level/Datum Elevation AFF

LEVEL MARKER

Level/Datum Name

Window Type WINDOW TYPE TAG1t

Highpoint @ Tail SLOPE INDICATOR

Starting Point @ Center DIMENSION CROSSHAIR

NORTH ARROW

Plan North Reference Label

0 1 Revision Reference Number

Revision Cloud Depicting Area Revised

REVISION

CEILING TAG

A101

SIM

Detail No.

Sheet No.

Reference Label

XX-1

1'-0"A.F.F. Clg Height

Clg Type

Xx.x

Xx.x

Sheet No.

Detail No.

Partition Traits

Partition Configuration

X#x

#X ##

ELEVATION

Room Name

150 SF

A. WORK INCLUDES APPLYING AND PAYING FOR REQUIRED PERMITS AND INSPECTIONS.

B. NOTIFY ARCHITECT OF ANY CLARIFICATIONS NEEDED PRIOR TO COMMENCING WORK.

C. EMPLOY ONLY SKILLED WORKERS, EXPERIENCED IN THEIR RESPECTIVE TRADES.

D. COORDINATE WORK OF VARIOUS TRADES. ENSURE EACH HAS ADEQUATE SPACE AND RESOURCES FOR PROPER

INSTALLATION OF THE WORK.

E. SCALING DRAWINGS IS DISCOURAGED AND PERFORMED AT CONTRACTOR’S SOLE RISK. NOTIFY ARCHITECT IF

ADDITIONAL DIMENSION INFORMATION OR CLARIFICATION IS REQUIRED.

F. COORDINATE SCHEDULE FOR WORK INDICATED TO BE PROVIDED BY OTHERS. ALLOW ACCESS, SPACE FOR

PERFORMANCE OF WORK AND STORAGE AND OTHER RESOURCES.

G. Existing buildings only DRAWINGS OF EXISTING CONDITIONS ARE BASED UPON OWNER PROVIDED DRAWINGS AND OTHER DOCUMENTS AND UPON CURSORY ON-SITE OBSERVATION. THEY ARE INTENDED AS A REASONABLE PRESENTATION OF EXISTING CONDITIONS. THEY ARE NOT A COMPLETE OR EXHAUSTIVE REPRESENTATION OF EXISTING CONDITIONS.

H. CONTRACTORS SHALL USE THE ONLINE DOCUMENT EXCHANGE SYSTEM "SUBMITTAL EXCHANGE" FOR ALL SUBMITTALS REQUIRED BY SPECIFICATIONS FOR THIS PROJECT. CONTRACTOR IS RESPONSIBLE TO INCUR ALL

COSTS REQUIRED TO ALLOW FULL ACCESS AND USER CAPABILITY FOR ALL CONTRACTORS.

I. VERIFY PRESENCE/LOCATION OF STEEL REINFORCING, TENSIONING RODS, CONDUIT AND SIMILAR ITEMS IN EXISTING CONCRETE FLOOR SLABS PRIOR TO SLAB CUTTING OPERATIONS. ADJUST LOCATION OF SLAB CUTS AS

NEEDED TO PERFORM WORK WITHOUT DAMAGING EXISTING STRUCTURAL OR UTILITY ELEMENTS.

J. PRIOR TO BIDDING, THE CONTRACTOR IS RESPONSIBLE FOR BEING FAMILIAR WITH THE SITE.

N.I.S.

N.I.S.

N.I.S.

Location

Issue Date o n e e ig h th i n c h o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

REVISIONS: DATE:

Project Number

Building Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

Approved:

A

4 3 2 1678910

5 4 3 2 1678910

B

C

D

E

F

G

A

B

C

D

E

F

G

Phase

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

STAMP

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

ARCHITECT / ENGINEERS OF RECORD:CONSULTANT:

Mechanical, Electrical, Plumbing & Technology Engineers:

IMEG Corp.

15 Sunnen Drive, Suite 104 St. Louis, MO 63143 Phone: 314-645-1132, Fax: 314-645-1173 Cost Estimating:

OCMI, Inc.

1722 Routh Street, Suite 900 Dallas, TX 75201 Phone: 469-431-0571

A/E:

L2e-Oculus JV 20 South Sarah Street St. Louis, MO 63108 Phone: 314-730-2779 Firm POC: Justin Quinn

NOT FOR CONSTRUCTION

FULLY SPRINKLERED

GI001

BUILDING 110

590-21-121AE Services - Renovate Building 110 Ground

Floor Hampton VAMC

36C24622C0073; #590-C20216

Hampton VA Medical Center

August 17, 2023 AHM CJK

DRAWING INDEX, ABBREVIATIONS,

GENERAL NOTES AND SYMBOLS

100% CONSTRUCTION

DOCUMENTS (CD)

SHEET INDEXLEGEND PROJECT GENERAL NOTES

SHEET # SHEET NAME REV. # REV. DATE

00 - GENERAL

GI000 COVER SHEET

GI001 DRAWING INDEX, ABBREVIATIONS, GENERAL NOTES AND SYMBOLS

GI100 LIFE SAFETY PLAN

02 - ARCHITECTURAL DEMOLITION

AD101 FIRST FLOOR PLAN - DEMOLITION PLAN

AD102 FIRST FLOOR REFLECTED CEILING PLAN - DEMOLITION

AD103 FIRST FLOOR PLAN - PHASING PLAN

03 - ARCHITECTURAL

AE010 PARTITION TYPES & DOOR INFORMATION

AE110 FIRST FLOOR PLAN - NEW WORK

AE210 REFLECTED CEILING PLAN - NEW WORK

AE300 ALTERNATE 3 ROOF PLAN

06 - INTERIOR DESIGN

ID110 FIRST FLOOR FINISH PLAN

07 - FIRE PROTECTION

FP000 FIRE PROTECTION COVERSHEET

FP101 FIRST FLOOR PLAN - FIRE PROTECTION DEMOLITION

FP201 FIRST FLOOR PLAN - FIRE PROTECTION

FP400 FIRE PROTECTION DETAILS

08 - MED GAS

MG000 MEDICAL GAS COVERSHEET

MG101 UNDERFLOOR PLAN - MEDICAL GAS DEMOLITION

MG102 FIRST FLOOR PLAN - MEDICAL GAS DEMOLITION

MG202 FIRST FLOOR PLAN - MEDICAL GAS

09 - PLUMBING

P000 PLUMBING COVERSHEET

P101 UNDERFLOOR PLAN - PLUMBING DEMOLITION

P102 FIRST FLOOR PLAN - PLUMBING DEMOLITION

10 - VENTILATION

V000 VENTILATION COVERSHEET

V101 FIRST FLOOR PLAN - VENTILATION DEMOLITION

V201 FIRST FLOOR PLAN - VENTILATION

V400 MECHANICAL DETAILS

V500 MECHANICAL DIAGRAMS

V600 MECHANICAL SCHEDULES

11 - PIPING

MP000 PIPING COVERSHEET

MP101 FIRST FLOOR PLAN - PIPING DEMOLITION

MP201 FIRST FLOOR PLAN - PIPING

MP401 MECHANICAL DETAILS

12 - ELECTRICAL

E000 ELECTRICAL COVERSHEET

E101 FIRST FLOOR PLAN - LIGHTING DEMOLITION

E111 FIRST FLOOR PLAN - POWER AND SYSTEMS DEMOLITION

E200 OVERALL FIRST FLOOR PLAN - ELECTRICAL

E201 FIRST FLOOR PLAN - LIGHTING

E211 FIRST FLOOR PLAN - POWER

E221 FIRST FLOOR PLAN - SYSTEMS

E400 ELECTRICAL DETAILS

E500 ELECTRICAL DIAGRAMS

E600 ELECTRICAL SCHEDULES

E700 ELECTRICAL PANEL SCHEDULES

E701 ELECTRICAL PANEL SCHEDULES

13 - TECHNOLOGY

T000 TECHNOLOGY COVERSHEET

T101 FIRST FLOOR PLAN - TECHNOLOGY DEMOLITION

T201 FIRST FLOOR PLAN - TECHNOLOGY

T300 ROOM ENLARGEMENTS - TECHNOLOGY

T400 TECHNOLOGY DETAILS

T500 TECHNOLOGY DIAGRAMS

T600 TECHNOLOGY SCHEDULES

ABBREVIATIONS

AB ANCHOR BOLT

ABV ABOVE

AC AIR CONDITIONING

ACC ACCESS

ACOUS ACOUSTICAL

ACP ACOUSTIC CEILING

PANEL

ACR ACRYLIC PANEL

ACT ACOUSTIC CEILING TILE

AD ACCESS DOOR

ADD ADDENDUM

ADH ADHESIVE

ADJ ADJUSTABLE

ADJC Adjacent

AFF Above Finished Floor

AHU Air Handling Unit

AL/ALUM Aluminum

ALT Alternate

ANC Anchor/Anchorage

ANOD Anodized

AP Acoustical Panel

APPROX Approximate

ARCH Architect (ural)

ASB Asbestos

AUX Auxillary

B/D Bottom of Deck

BD Board

BEL Below

BET Between

BEV Beveled

BIT Bituminous

BLDG Building

BLK/G Blocking

BM Beam

BOT Bottom

BRG Bearing

BRG PL Bearing Plate

BRK Brick

BS Both Sides

BSMT Basement

BUR Built Up Roofing

BW Both Ways

C Conduit

CAB Cabinet

CC Center to Center

CCTV Closed Circuit Television

CEM Cement

CER Ceramic

CFL Counter Flashing

CG Corner Guard

CIRC Circumference

CJ Construction Joint

CK Caulk (ing)

CLG Ceiling

CLS Closure

CMU Concrete Masonry Unit

CO Clean Out

COL Column

COMP Compress (ed), (ion), (ible)

CONC Concrete

CONN Connection

CONST Construction

CONT Continuous or Continue

CORR Corridor

CPT Carpet (ing)

CR Card Reader

CTR Center/Counter

CTSK Countersink

DEMO Demolish, Demolition

DEPR Depressed

DET Detail

DF Drinking Fountain

DIA Diameter

DIAG Diagonal

DIM Dimension

DIV Division

DMT Demountable

DN Down

DP Damp Proofing

DR Door

DS Downspout

DWG Drawing

DWR DRAWER

EA EACH

EB Expansion Bolt

EG Exterior Grade

EJ Expansion Joint

EL Elevation

ELEC Electric (al)

ELEV Elevator

EMERG Emergency

ENAM Enamel

ENT Entrance

EQ Equal

EQUIP Equipment

EST Estimate

EWC Electric Water Cooler

EXF Exhaust Fan

EXH Exhaust

EXP Exposed/Expansion

EXT Exterior

EXTG Existing

F/CONC Face of Concrete

F/FIN Face of Finish

F/MAS Face of Masonry

FA Fire Alarm

FAB Fabric

FAS Fasten, Fastener

FBO Furnished By Others

FD Floor Drain

FDN Foundation

FE Fire Extinguisher

FEC Fire Extinguisher Cabinet

FF Finished Floor/Face

FGL Fiberglass

FHC Fire Hose Cabinet

FHS Fire Hose Station

FIN Finish (ed)

FLASH Flashing

FLX Flexible

FPRFG Fireproofing

FR Fire Resistant

FRP Fiber Reinforced Plastic

FS Face of Studs

FSZ Full Size

FT Feet/Foot

FTG Footing

FURR Furring

GA Gage, Guage

GALV Galvenized

GB Grab Bar

GC General Contract (or)

GFI Ground Fault Interrupt

GL Glass, Glazing

GVL Gravel

GWB Gypsum Wall Board

GYP/BD Gypsum (Board)

HB Hose Bib

HC Hollow Core

HM Hollow Metal

HORIZ Horizontal

HP High Point/Horsepower

HR Handrail

HT Height

HTG Heating

HVAC Heating/Ventilating/AC

ID Inside Diameter

IF Inside Face

INCL Include (d), (ing)

INFO Information

INSUL Insulate (d), (ion)

INT Interior

INV Invert

JBOX Junction Box

JC Janitor's Closet

JT Joint

KD Knock Down

KO Knockout

KP Kick Plate

L Long

LAB Laboratory

LAM Laminate (d)

LAV Lavatory

LB Pound

LP Low Point

LT Light

LVT Luxury Vinyl Tile

MAINT Maintenance

MAS Masonry

MAT Material (s)

MAX Maximum

MCB Metal Corner Bead

MDF Medium Density Fiberboard

MECH Mechanic (al)

MED Medium

MET Metal

MFR Manufacture (r)

MIN Minimum

MIR Mirror

MISC Miscellaneous

MO Masonry Opening

MTL Material

MULL Mullion

N/A Not Applicable

NIS Not In Scope

NOM Nominal

NRC Noise Reduction Coefficient

NTS Not To Scale

OA Overall

OC On Center

OD Outside Diameter

OH Opposite Hand

OHD Overhead

OPNG Opening

OPP Opposite

OTO Out To Out

PD Panic Device

PFB Prefabricate (d)

PFN Pre-Finished

PLYWD Plywood

PNT Paint

POL Polished

PROP Property

PRT Partial/Preservative Treated

PTD Painted

PTN Partition

PTR Paper Towel Dispenser

PVC Polyvinyl Chloride

QT Quarry Tile

QZ Quartz

RAD Radius

RD Roof Drain

RDC Roof Drain Conductor

REF Reference

REFL Reflect (ed), (ive), (or)

REINF Reinforce (d)

REQD Required

REV Revision (s), Revised

RFG Roofing

RM Room

RO Rough Opening

RS Resinous Floor

RSF Resilient Sheet Flooring

S Sink

SC Sealed Concrete

SCH Schedule

SECT Section

SFGL Safety Class

SIM Similar

SNT Sealant

SQ Square

SS Stainless Steel

SSM Solid Surface Material

STA Station

STD Standard

STG Seating

STL Steel

STRUCT Structural

SUSP Suspended

SYM Symmetry (ical)

SYS System

T Tile

T&G Tongue And Groove

T/S Top of Slab

T/W Top of Wall

TEL Telephone

TERR Terrazzo

TH Threshold

THK Thick (ness)

TKS Tack Strip

TLB Towel Bar

TO Top Of

TOL Tolerance

TOS Top of Steel

TP Toilet Partition

TPD Toilet Paper Dispenser

TRAN Transition

TYP Typical

UNF Unfinished

UNO Unless Noted Otherwise

UR Urinal

VCT Vinyl Composition Tile

VERT Vertical

VIF Verify In Field

VIN Vinyl

VPB Vapor Barrier

W/ With

W/O Without

WB Wall Base

WC Water Closet

WD Wood

WG Wired Glass

WH Water Heater

WIN Window

WP Waterproofed

WPF Weather Proofing

WPT Working Point

WSCT Wainscot

WT Window Treatment

WWF Welded Wire Fabric

XFMR Transformer

PROJECT LOCATION MAP (NTS)

PROJECT LOCATION

BUILDING KEY PLAN (NTS)

PLAN

NORTH

ACTUAL

NORTH

ACTUAL

NORTH

PLAN

NORTH

ALTERNATES

INFECTION CONTROL GENERAL NOTES (ICRA)

1. COMPLETE ALL CRITICAL BARRIERS BEFORE CONSTRUCTION BEGINS. INSTALL CONSTRUCTION BARRIERS AND

CEILING PROTECTION CAREFULLY, OUTSIDE OF NORMAL WORK HOURS.

2. SEPARATE ALL OCCUPIED AREAS FROM DEMOLITION, RENOVATION, OR CONSTRUCTION ACTIVITIES BY TEMPORARY SMOKE-TIGHT CONSTRUCTION PARTITIONS OF GYPSUM BOARD OR OTHER APPROVED NONCOMBUSTIBLE OR LIMITED-COMBUSTIBLE MATERIAL. PARTITIONS SHALL BE FULL HEIGHT, EXTENDING THROUGH SUSPENDED CEILINGS TO THE FLOOR SLAB OR ROOF DECK ABOVE AND SHALL BE ONE-HOUR FIRE RATED. BARRIER MUST BE

PRESENTABLE ON OCCUPIED SIDE.

3. DRYWALL BARRIER ERECTED WITH JOINTS COVERED OR SEALED TO PREVENT DUST AND DEBRIS FROM ESCAPING.

4. BARRIER DOORS: SELF CLOSING MINIMUM 45 MIN. RATED SOLID CORE WOOD IN STEEL FRAME, PAINTED.

5. ISOLATE HVAC SYSTEM IN AREA WHERE WORK IS BEING DONE TO PREVENT CONTAMINATION OF DUCT SYSTEM.

6. MAINTAIN NEGATIVE AIR PRESSURE, 0.01 INCHES OF WATER GAUGE, WITHIN WORK SITE UTILIZING HEPA EQUIPPED

AIR FILTRATION UNITS AND CONTINUOUSLY MONITORED WITH A DIGITAL DISPLAY, RECORDING AND ALARM INSTRUMENT, WHICH MUST BE CALIBRATED ON INSTALLATION, MAINTAINED WITH PERIODIC CALIBRATION AND

MONITORED BY THE CONTRACTOR.

7. EXHAUST HOSES REQUIRED: HEAVY DUTY, FLEXIBLE STEEL REINFORCED; VENTILATION BLOWER HOSE.

8. DHESIVE WALK-OFF MATS SHALL BE USED AT ALL INTERIOR TRANSITIONS FROM THE CONSTRUCTION AREA TO

OCCUPIED MEDICAL CENTER AREA. PROVIDE MINIMUM SIZE MATS OF 24 INCHES X 36INCHES. THESE MATS SHALL BE CHANGED AS OFTEN AS REQUIRED TO MAINTAIN CLEAN WORK AREAS DIRECTLY OUTSIDE CONSTRUCTION AREA AT

ALL TIMES.

9. VACUUM AND WET MOP ALL TRANSITION AREAS FROM CONSTRUCTION TO THE OCCUPIED MEDICAL CENTER AT THE END OF EACH WORKDAY. VACUUM SHALL UTILIZE HEPA FILTRATION. MAINTAIN SURROUNDING AREA FREQUENTLY.

10. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAINERS.

11. UPON COMPLETION:

•DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETED PROJECT IS INSPECTED BY THE COR

AND THOROUGHLY CLEANED BY THE VA ENVIRONMENTAL SERVICES DEPARTMENT.

•REMOVE CONSTRUCTION BARRIERS AND CEILING PROTECTION CAREFULLY TO MINIMIZE SPREADING OF DIRT

AND DEBRIS ASSOCIATED WITH CONSTRUCTION, OUTSIDE OF NORMAL WORK HOURS.

•VACUUM WORK AREA WITH HEPA FILTERED VACUUMS.

•WET MOP AREA WITH CLEANER/DISINFECTANT.

•UPON COMPLETION, RESTORE HVAC SYSTEM WHERE WORK WAS PERFORMED.

ALT 1. DOUBLE DOORS FROM HALLWAY INTO NEW OPEN ADMIN SPACE

TO REMAIN. NO CHANGE TO DOORS, FRAME, OR

HARDWARE. RESTORE/ REFINISH EXISTING DOORS AND FRAME

AS REQUIRED TO LOOK LIKE NEW.

ALT 2. STORAGE ROOMS – THE GROUP OF THREE (3) STORAGE ROOMS

(DG26, DG24, AND DG20) TO REMAIN AS INDIVIDUAL ROOMS

REPURPOSED FOR STORAGE. ROOM DG20 WITH WATER

FILTRATION SYSTEM TO HAVE TANKS AND RELATED SYSTEMS

DEMOLISH SO THAT THE ROOM CAN BE REPURPOSED FOR

STORAGE. NO CHANGES TO EXISTING DOORS AND HARDWARE

FOR ALL THREE ROOMS.

ALT 3. SELECTIVE ROOF REPAIRS - PATCH AROUND EXISTING DRAINS

AND PROVIDE NEW CAST IRON STRAINERS WHERE NEEDED.

REFER TO INFRARED SCAN.

ALT 4. EXISTING ELECTRICAL PANELS LOCATED IN HALLWAY (NEAR

DG21A IT ROOM) TO REMAIN AS EXISTING. SEE ELECTRICAL

DRAWINGS FOR SCOPE OF WORK.

N.I.S.

N.I.S.

N.I.S.

PATH A

PATH C

STORAGE

DG23

ELECTRICAL RM

DG50

IT ROOM

DG21A

STORAGE

DG24

OPEN ADMIN

SPACE

DG52

6'

PATH B PATH D

DIALYSIS

AREA 2

DIALYSIS

AREA 3

DIALYSIS

AREA 4

DIALYSIS

AREA 5

DIALYSIS

AREA 6

DIALYSIS

AREA 7

REMODELED

AREA

DIALYSIS

AREA 1

V A

PATH OF TRAVEL (FEET)

VOICE/ALARM SYSTEM THROUGHOUT

(COORDINATE W/ ELECTRICAL)

EXIT FLOW

START OF TRAVEL

EXIT SIGN

(COORDINATE W/ ELECTRICAL)

PORTABLE FIRE EXTINGUISHER

(COORDINATE W/ FIRE MARSHAL)

ICRA BARRIER CONSTRUCTION

ONE HOUR FIRE BARRIER CONSTRUCTION

EXISTING 1 HOUR RATED WALLS ARE SHOWN FOR REFERENCE. THESE ARE

SHOWN ONLY IN THE AREAS OF WORK FOR THIS PROJECT. THESE SHOULD

BE FIELD CONFIRMED PRIOR TO CONSTRUCTION.

EXISTING ONE HOUR WALL - FOR REFRENCE ONLY

GC TO CONFIRM IN AREAS OF WORK AND CHANGE

WALL AS NEEDED TO MEET ONE HOUR.

Location

Issue Date o n e e ig h th i n c h o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

REVISIONS: DATE:

Project Number

Building Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

Approved:

A

4 3 2 1678910

5 4 3 2 1678910

B

C

D

E

F

G

A

B

C

D

E

F

G

Phase

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

STAMP

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

ARCHITECT / ENGINEERS OF RECORD:CONSULTANT:

Mechanical, Electrical, Plumbing & Technology Engineers:

IMEG Corp.

15 Sunnen Drive, Suite 104 St. Louis, MO 63143 Phone: 314-645-1132, Fax: 314-645-1173 Cost Estimating:

OCMI, Inc.

1722 Routh Street, Suite 900 Dallas, TX 75201 Phone: 469-431-0571

A/E:

L2e-Oculus JV 20 South Sarah Street St. Louis, MO 63108 Phone: 314-730-2779 Firm POC: Justin Quinn

NOT FOR CONSTRUCTION

FULLY SPRINKLERED

GI100

BUILDING 110

590-21-121AE Services - Renovate Building 110 Ground

Floor Hampton VAMC

36C24622C0073; #590-C20216

Hampton VA Medical Center

August 17, 2023 AHM CJK

LIFE SAFETY PLAN 100% CONSTRUCTION

DOCUMENTS (CD)

1. THE MINIMUM WIDTH OF EACH DOOR OPENING SHALL BE SUFFICIENT

FOR THE OCCUPANT LOAD THEREOF AND SHALL PROVIDE A CLEAR

WIDTH OF NOT LESS THAN 32 INCHES. THE HEIGHT OF DOORS SHALL

NOT BE LESS THAN 80 INCHES. (DETERMINED BY IBC CHAPTER 10 -

SECTION 1004)(REFERENCE DOOR SCHEDULE SHEET A601)

2. EGRESS DOORS SHALL BE READILY OPERABLE FROM THE EGRESS SIDE

WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT.

ALL EGRESS DOORS TO HAVE PANIC HARDWARE. PANIC HARDWARE

SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE

WRIST. FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5

POUNDS. REFERENCE SHEET A601 FOR ADDITIONAL INFORMATION.

(DETERMINED BY IBC CHAPTER 10 - SECTION 1010)

3. THE MEANS OF EGRESS, AND EXIT DISCHARGE, SHALL BE ILLUMINATED

AT ANY TIME THE BUILDING IS OCCUPIED WITH A LIGHT INTENSITY OF

NOT LESS THAN 1 FOOT-CANDLE AT THE WALKING SURFACE LEVEL.

(DETERMINED BY IBC CHAPTER 10 - SECTION 1008)

4. THE EGRESS PATH SHALL REMAIN FREE AND CLEAR OF ALL

OBSTRUCTIONS AT ALL TIMES. NO STORAGE IS PERMITTED IN ANY

EGRESS PATHS. (DETERMINED BY IBC CHAPTER 10 - SECTION 1003)

5. ALL NEW PROPOSED FIRE EXTINGUISHER LOCATIONS ARE DETERMINED

BY IFC TABLE 906.3(1) AND/OR BY THE DIRECTION OF THE LOCAL

AUTHORITY.

6. THE INFORMATION CONTAINED IN THESE LIFE SAFETY PLANS (SHEET)

ARE IN REFERENCE TO THE PROJECT SCOPE OF WORK (PROJECT LIMIT

LINE) CONTAINED IN THE ARCHITECTURAL PLANS (ONLY). A COMPLETE

LIFE SAFETY REVIEW OF THE FACILITY WAS NOT COMPLETED AS PART

OF THIS SCOPE OF WORK. AREAS OUTSIDE OF THE SCOPE OF WORK

(PROJECT LIMIT LINE) OF THESE DOCUMENTS WERE PROVIDED BY VAMC

FOR REFERENCE BY THE DESIGN TEAM AND ARE ASSUMED TO BE

ACCURATE AND COMPLETE FOR USE IN THESE CONSTRUCTION

DOCUMENTS. COORDINATE WITH VAMC FOR ANY ADDITIONAL LIFE

SAFETY INFORMATION OUTSIDE OF THIS SCOPE OF WORK.

Path ID Common Path

Distance Allowable

Common Path Actual Travel

Distance

Allowable Travel

Distance

PATH A 23' - 8" 100' - 0" 43' - 3" 300' - 0"

PATH B 135' - 3" 100' - 0" 135' - 3" 300' - 0"

PATH C 65' - 7" 100' - 0" 65' - 7" 300' - 0"

PATH D 21' - 3" 100' - 0" 21' - 3" 300' - 0"

GENERAL SHEET NOTES

LIFE SAFETY LEGEND

EXIT ACCESS TRAVEL DISTANCE

1/8" = 1'-0"G1 OCCUPANCY PLAN

NAME Number AREA OCCUPANCY

LOAD

FACTOR

OCCUPANT

LOAD

OPEN ADMIN

SPACE

DG52 3,893 SF BUSINESS 150 26

ELECTRICAL

RM

DG50 79 SF STORAGE 300 1

IT ROOM DG21A 166 SF STORAGE 300 1

STORAGE DG23 205 SF STORAGE 300 1

STORAGE DG24 641 SF STORAGE 300 3

Grand total: 5 4,985 SF 32

OCCUPANCY SCHEDULE

LIFE SAFETY - BUILDING CODE ANALYSIS

PROJECT NAME: BUILDING 110 GROUND FLOOR RENOVATIONS

CITY: HAMPTON, VA

COUNTY: HAMPTON

STATE: VIRGINIA

AUTHORITY HAVING

JURISDICTION:

VA SAFETY OFFICE

APPLICABLE CODES AND

STANDARDS

NATIONAL FIRE CODES (NFC) PUBLISHED Y NATIONAL FIRE PROTECTION ASSOCIATION

NFPA 101 LIFE SAFETY CODE 2021

DEPARTMENT OF VETERANS AFFAIRS FIRE PROTECTION DESIGN MANUAL / JUNE 1,2021

1.3 FIRE PROTECTION CODES AND STANDARDS:

2021 INTERNATIONAL BUIDING CODE (IBC)

2021 INTERNATIONAL EXISTING BUILDING CODE (IEBC)

2021 INTERANATION ENERGY CONSERVATION CODE (IECC)

2021 INTERNATIONAL GREEN CONSTRUCTION CODE (IgCC)

2021 INTERNATIONAL MECHANICAL CODE (IPC)

2017 ICC A117.1 ACCESSIBLE AND USABLE BUILDINGS

2023 NATIONAL ELECTRICAL CODE (NFPA 70)

CONSTRUCTION TYPE (IBC

TABLE 601)

II B (ASSUMED)

OCCUPANCY CLASSIFICATION HEALTH CARE USE, NFPA101, TABLE 7.3.1.2 OCCUPANT LOAD FACTOR

SPRINKLERS YES, PROVIDED. AUTOMATIC SPRINKLER SYSTEM THROUGHOUT BUILDING

FIRE ALARM SYSTEM YES, PROVIDED.

DETECTION SYSTEM REQUIRED (NFPA 90A, ASME 17.1)

SMOKE CONTROL SYSTEM NOTE REQUIRED, NOT PROVIDED

PORTABLE FIRE EXTINGUISHERS PROVIDED PER NFPA 10. 75' TRAVEL DISTANCE TO A LOCATION

EXIT IDENTIFICATION REQUIRED, PROVIDED

EXIT ILLUMINATION REQUIRED, PROVIDED

PASSIVE FIRE SAFETY

FEATURES

TRAVEL DISTANCE, NFPA 101, 38.2.5 ARRANGEMENT OF EGRESS

NFPA 101, 38.2.5.2.1 COMMON

PATH OF TRAVEL

38.2.5.2.1 COMMON PATH OF TRAVEL SHALL NOT EXCEED 100 FT IN A BUILDING

PROTECTED THROUGHOUT BY AN APPROVED, SUPREVISED AUTOMITIC SPRINKLER

SYSTEM IN ACCORDANCE WITH 9.7.1

NFPA 101, 38.2.5.3 DEAD END

CORRIDORS

38.2.5.3.1 IN BUILDINGS PROTECTED THROUGHOUT BY AN APPROVED, SUPERVISED

AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH 9.7.1.1(1), DEAD-END

CORRIDORS SHALL NOT EXCEED 50 FT.

NFPA 101, 38.2.6 TRAVEL

DISTANCE TO EXITS

38.2.6.3 TRAVEL DISTANCE SHALL NOT EXCEED 300 FT IN BUIDNESS OCCUPANCIES

PROTECTED THROUGHTOUT BY AN APPROVED, SUPERVISED AUTOMTIC SPRINKLER

SYSTEM IN ACCORDANCE WITH 9.7.1

123456

A

B

C

D

E

F

G

STORAGE

DG23

STORAGE

DG24

IT ROOM

DG21A

WATER

FILTRATION ROOM

DG20

STORAGE

DG26

111112

D G

A

DG05A

17' - 0" 19' - 0" 19' - 6" 19' - 4" 19' - 8"

1"

1/ 2"

1/ 2"

0"

37' - 0"

25' - 0"

NOTE:

DIALYSIS AREAS ARE NUMBERED ON

SELECTED PLANS FOR REFERENCE ONLY.

SCOPE OF WORK IS AS INDICATED.

DIALYSIS

AREA 1

DIALYSIS

AREA 2

DIALYSIS

AREA 3

DIALYSIS

AREA 4

DIALYSIS

AREA 5

DIALYSIS

AREA 6

DIALYSIS

AREA 7

DIALYSIS

AREA 8

DIALYSIS

AREA 9

DIALYSIS

AREA 10

DIALYSIS

AREA 11

N.I.S.

N.I.S.

N.I.S.

EXISTING CONSTRUCTION TO BE

DEMOLISHED

EXISTING CONSTRUCTION TO

REMAIN

EXISTING DOOR TO REMAIN

EXISTING DOOR TO BE REMOVED

(DEMO)

Location

Issue Date o n e e ig h th i n c h o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

REVISIONS: DATE:

Project Number

Building Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

Approved:

A

4 3 2 1678910

5 4 3 2 1678910

B

C

D

E

F

G

A

B

C

D

E

F

G

Phase

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

STAMP

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

ARCHITECT / ENGINEERS OF RECORD:CONSULTANT:

Mechanical, Electrical, Plumbing & Technology Engineers:

IMEG Corp.

15 Sunnen Drive, Suite 104 St. Louis, MO 63143 Phone: 314-645-1132, Fax: 314-645-1173 Cost Estimating:

OCMI, Inc.

1722 Routh Street, Suite 900 Dallas, TX 75201 Phone: 469-431-0571

A/E:

L2e-Oculus JV 20 South Sarah Street St. Louis, MO 63108 Phone: 314-730-2779 Firm POC: Justin Quinn

NOT FOR CONSTRUCTION

FULLY SPRINKLERED

AD101

BUILDING 110

590-21-121AE Services - Renovate Building 110 Ground

Floor Hampton VAMC

36C24622C0073; #590-C20216

Hampton VA Medical Center

August 17, 2023 AM, EL CK

FIRST FLOOR PLAN - DEMOLITION PLAN 100% CONSTRUCTION

DOCUMENTS (CD)

1/8" = 1'-0"G8 FIRST FLOOR DEMOLITION PLAN

A DRAWINGS ARE REPRESENTATIVE OF THE GENERAL LAYOUT, SIZE, AND CONSTRUCTION OF

AREAS TO RECEIVE SELECTIVE DEMOLITION. DRAWINGS ARE BASED UPON EXISTING

AS-BUILT DRAWINGS AND LIMITED FIELD OBSERVATION.

B IT IS THE INTENT OF THE DEMOLITION TO REMOVE ALL OF THE EXISTING CONSTRUCTION

WHICH CONFLICTS WITH THE INTENT OF THE NEW CONSTRUCTION.

C ALL WALLS, PARTITIONS, CEILINGS, STRUCTURAL ELEMENTS, EQUIPMENT, ETC. INDICATED

BY DASHED LINES SHALL BE REMOVED. ALL MECHANICAL, ELECTRICAL, PLUMBING, AND

OTHER SERVICES WHICH ARE CONTAINED IN THE ELEMENTS TO BE REMOVED SHALL BE

REMOVED OR RE-ROUTED IN ACCORDANCE WITH THE DRAWINGS.

D REFER TO THE CORRESPONDING ENGINEERING DISCIPLINE FOR THE REMOVAL OF

ENGINEERING ITEMS. EXISTING ITEMS TO REMAIN SHOULD BE PATCHED TO MATCH

EXISTING.

E WHERE REMOVAL OF PARTITIONS CREATES VOIDS OR DEPRESSIONS IN EXISTING

SUBSTRATE, FILL AND LEVEL VOIDS WITH CONCRETE AND LATEX UNDERLAYMENT TO

PROVIDE A LEVEL SURFACE TO RECEIVE NEW FLOOR COVERINGS.

F REMOVE AND SALVAGE ALL DOOR HARDWARE FROM EACH DOOR WITHIN AREAS OF

RENOVATION. ANY REMAINING HARDWARE THAT IS NOT REUSED SHALL BE RETURNED TO

THE BUILDING OWNER.

G PATCH EXISTING CONCRETE FLOOR SLAB AS REQUIRED AFTER REMOVAL OF EXISTING

FLOORING AND MEP PIPING AND DEVICES, SEE MEP DRAWINGS FOR LOCATIONS.

H THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING ITEMS TO REMAIN DURING

DEMOLITION AND NEW CONSTRUCTION.

I PATCH EXISTING TO MATCH ADJACENT MATERIALS WHERE DEMOLITION AND NEW

CONSTRUCTION OCCUR UNLESS NOTED OTHERWISE.

J AFTER DEMO OF PIPING, CLEAN EDGES OF HOLE IN CONCRETE SLAB. PROVIDE AND

SUPPORT BOTTOM FORM WORK. APPLY BONDING AGENT TO CONCRETE EDGES AND FILL

VOID WITH NEW CONCRETE. PROVIDE STEEL TROWEL FINISH.

LEGEND

KEYNOTES

1 DEMO DOOR, FRAME AND HARDWARE.

2 DEMO PARTITION, TYP.

7 DEMO SINK AND MILLWORK ALONG OUTSIDE WALL, TYP. PATCH AND REPAIR GYP. BD.

AS NEEDED FOR EXTERIOR WALL FINISHES.

8 DEMO RESTROOMS IN THEIR ENTIRETY.

11 DEMO MILLWORK CABINETS, SINKS AND COUNTERTOPS.

12 DEMO PORTION OF EXISTING WALL FOR NEW DOOR AND COORDINATE NEW DOOR

LOCATION.

13 REMOVE EXISTING DOOR AND FRAME. DELIVER TO COR. FINISH TO MATCH EXISTING.

23 EXISTING SCALE TO REMAIN. PROTECT DURING CONSTRUCTION.

24 EXISTING SINK AND COUNTER TO REMAIN.

25 COORDINATE EXTENT OF DEMO WITH NEW PARTITION LOCATION.

30 PATCH EXISTING CONCRETE FLOOR SLAB AT AREAS OF REMOVED PIPING AND

DRAINS, SEE MEP DRAWINGS FOR PATCHING SCOPE OF WORK AND COORDINATE

FLOOR PATCHING WITH DEMOLITION.

38 SEE MEP FOR ELECTRICAL PANEL SCOPE OF WORK. WORK AFFECTED BY ALT. 4

40 REFERENCE LINE SHOWING APPROXIMATE LOCATION OF NEW DEMISING WALL. SEE

SHEET AE110 FOR LOCATION INFORMATION.

41 MEDGAS MONITOR TO BE RELOCATED.

42 REMOVE COLUMN SURROUNDS TO STRUCTURE. NOTIFY COR IF ANY PIPING IS

DISCOVERED AND MUST REMAIN. TYPICAL AT ALL COL. IN AREA OF WORK.

44 DEMO FLOORING AND BASE IN OPEN ADMIN AREA OF WORK. PATCH AND REPAIR

DRYWALL AT EXTERIOR WALL WHERE SINKS ARE REMOVED AS NEEDED.

45 MAINTAIN FLOORING IN THIS AREA AND PATCH AND REPAIR AS REQUIRED AFTER

MILLWORK REMOVAL.

53 ALTERNATE 1. SEE LIST OF ALTERNATE ON SHEET GI001.

54 ALTERNATE 2. SEE LIST OF ALTERNATE ON SHEET GI001.

56 ALTERNATE 4. SEE LIST OF ALTERNATE ON SHEET GI001.

59 MILLWORK AND COUNTERTOP TO BE SALVAGED FOR REINSTALLATION IN THIS

LOCATION. CONFIRM THAT MILLWORK WILL BE STORED IN DIALYSIS AREA 1 PER VA.

63 SALVAGE EXISTING GUARD RAIL AND WOOD TRIM.

SHEET NOTES

AREA KEY PLAN

PLAN

NORTH

ACTUAL

NORTH

B

C

D

E

F

G

ACT-1

9' - 0"A.F.F.

ACT-1

9' - 0"A.F.F.

N.I.S.

N.I.S.

N.I.S.

ACT-1

9' - 0"A.F.F.

ACT-1

9' - 0"A.F.F.

ACT-1

9' - 0"A.F.F.

ACT-1

9' - 0"A.F.F.

ACT-1

9' - 0"A.F.F.

ACT-1

9' - 0"A.F.F.

ACT-1

9' - 0"A.F.F.

ACT-1

9' - 0"A.F.F.

ACT-1

9' - 0"A.F.F.

ACT-1

9' - 0"A.F.F.

ACT-1

9' - 0"A.F.F.

ACT-1

9' - 0"A.F.F.

ACT-1

9' - 0"A.F.F.

ACT-1

9' - 0"A.F.F.

ACT-1

9' - 0"A.F.F.

ACT-1

9' - 0"A.F.F.

ACT-1

9' - 0"A.F.F.

ACT-1

9' - 0"A.F.F.

ACT-1

9' - 0"A.F.F.

ACT-1

9' - 0"A.F.F.

ACT-1

9' - 0"A.F.F.

17' - 0" 19' - 0" 19' - 6" 19' - 4" 19' - 8"

1"

1/ 2"

1/ 2"

0"

35' - 8 1/2"

33' - 2 3/8"

NOTE:

DIALYSIS AREAS ARE NUMBERED ON

SELECTED PLANS FOR REFERENCE ONLY.

SCOPE OF WORK IS AS INDICATED.

DIALYSIS

AREA 2

DIALYSIS

AREA 3

DIALYSIS

AREA 4

DIALYSIS

AREA 5

DIALYSIS

AREA 6

DIALYSIS

AREA 7

DIALYSIS

AREA 8

DIALYSIS

AREA 9

DIALYSIS

AREA 10

DIALYSIS

AREA 11

DIALYSIS

AREA 1

N.I.S.

N.I.S.

N.I.S.

EXISTING CONSTRUCTION TO BE

DEMOLISHED

EXISTING CONSTRUCTION TO

REMAIN

DEMO EXISTING 2X4 LIGHT FIXTURE

DEMO EXISTING 2X2 LIGHT FIXTURE

DEMO EXISTING LINEAR LIGHT

FIXTURE

DEMO EXISTING 6" ROUND LIGHT

FIXTURE

Location

Issue Date o n e e ig h th i n c h o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

REVISIONS: DATE:

Project Number

Building Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

Approved:

A

4 3 2 1678910

5 4 3 2 1678910

B

C

D

E

F

G

A

B

C

D

E

F

G

Phase

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

STAMP

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

ARCHITECT / ENGINEERS OF RECORD:CONSULTANT:

Mechanical, Electrical, Plumbing & Technology Engineers:

IMEG Corp.

15 Sunnen Drive, Suite 104 St. Louis, MO 63143 Phone: 314-645-1132, Fax: 314-645-1173 Cost Estimating:

OCMI, Inc.

1722 Routh Street, Suite 900 Dallas, TX 75201 Phone: 469-431-0571

A/E:

L2e-Oculus JV 20 South Sarah Street St. Louis, MO 63108 Phone: 314-730-2779 Firm POC: Justin Quinn

NOT FOR CONSTRUCTION

FULLY SPRINKLERED

AD102

BUILDING 110

590-21-121AE Services - Renovate Building 110 Ground

Floor Hampton VAMC

36C24622C0073; #590-C20216

Hampton VA Medical Center

August 17, 2023 AHM CJK

FIRST FLOOR REFLECTED CEILING PLAN

- DEMOLITION

100% CONSTRUCTION

DOCUMENTS (CD)

1/8" = 1'-0"G8 FIRST FLOOR REFLECTED CEILING PLAN - DEMO

LEGEND

KEYNOTES

17 EXISTING PERIMETER SOFFIT TO REMAIN.

40 REFERENCE LINE SHOWING APPROXIMATE LOCATION OF NEW DEMISING WALL. SEE

SHEET AE110 FOR LOCATION INFORMATION.

54 ALTERNATE 2. SEE LIST OF ALTERNATE ON SHEET GI001.

SHEET NOTES

AREA KEY PLAN

PLAN

NORTH

ACTUAL

NORTH

1. REMOVE ALL CEILING TILE, GRID AND LIGHT FIXTURES IN AREA OF WORK

2. FOR MEP DEVICES, SEE MEP AND TECHNOLOGY DRAWINGS.

3. REMOVE SOFFITS AS INDICATED.

B

C

D

E

F

G

STORAGE

DG23

STORAGE

DG24

IT ROOM

DG21A

WATER

FILTRATION ROOM

DG20

STORAGE

DG26

DG21A

17' - 0" 19' - 0" 19' - 6" 19' - 4" 19' - 8"

1"

1/ 2"

1/ 2"

0"

37' - 0"

T P

T P

T P

DIALYSIS

AREA 1

DIALYSIS

AREA 2

DIALYSIS

AREA 3

DIALYSIS

AREA 4

DIALYSIS

AREA 5

DIALYSIS

AREA 6

DIALYSIS

AREA 7

DIALYSIS

AREA 8

DIALYSIS

AREA 9

DIALYSIS

AREA 10

DIALYSIS

AREA 11

ADMIN

AREA

DIALYSIS

AREA 12

TP05

M

IN

4'

T P

TP06

N.I.S.

N.I.S.

N.I.S.

123456

A

B

C

D

E

F

G

STORAGE

DG23

STORAGE

DG24

IT ROOM

DG21A

WATER

FILTRATION ROOM

DG20

STORAGE

DG26

DG21A

17' - 0" 19' - 0" 19' - 6" 19' - 4" 19' - 8"

1"

1/ 2"

1/ 2"

0"

T P

T P

T P

DIALYSIS

AREA 1

DIALYSIS

AREA 2

DIALYSIS

AREA 3

DIALYSIS

AREA 4

DIALYSIS

AREA 5

DIALYSIS

AREA 6

DIALYSIS

AREA 7

ADMIN

AREA

REMODELED

AREA

50T P

TP07

T P

TP09

EXISTING CONSTRUCTION TO BE

DEMOLISHED

EXISTING CONSTRUCTION TO

REMAIN

EXISTING DOOR TO REMAIN

EXISTING DOOR TO BE REMOVED

(DEMO)

TEMPORARY ICRA BARRIER WALL CONSTRUCTION

AREA OF CONSTRUCTION

MODIFIED EXISTING WALL TO MEET

ICRA REQUIREMENT

ONE HOUR FIRE BARRIER CONSTRUCTION

Location

Issue Date o n e e ig h th i n c h o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

REVISIONS: DATE:

Project Number

Building Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

Approved:

A

4 3 2 1678910

5 4 3 2 1678910

B

C

D

E

F

G

A

B

C

D

E

F

G

Phase

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

STAMP

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

ARCHITECT / ENGINEERS OF RECORD:CONSULTANT:

Mechanical, Electrical, Plumbing & Technology Engineers:

IMEG Corp.

15 Sunnen Drive, Suite 104 St. Louis, MO 63143 Phone: 314-645-1132, Fax: 314-645-1173 Cost Estimating:

OCMI, Inc.

1722 Routh Street, Suite 900 Dallas, TX 75201 Phone: 469-431-0571

A/E:

L2e-Oculus JV 20 South Sarah Street St. Louis, MO 63108 Phone: 314-730-2779 Firm POC: Justin Quinn

NOT FOR CONSTRUCTION

FULLY SPRINKLERED

AD103

BUILDING 110

590-21-121AE Services - Renovate Building 110 Ground

Floor Hampton VAMC

36C24622C0073; #590-C20216

Hampton VA Medical Center

August 17, 2023 AM, EL CK

FIRST FLOOR PLAN - PHASING PLAN 100% CONSTRUCTION

DOCUMENTS (CD)

3/32" = 1'-0"1 FIRST FLOOR PHASING PLAN - PHASE 1

LEGEND

KEYNOTES

46 TEMPORARY WALL,DOOR AND FRAME TO BE PROVIDED DURING THE DURATION OF

CONSTRUCTION. COORDINATE FINAL LOCATION WITH COR. ALL CORRIDORS SHALL

ALLOW FOR A 4'-0" MIN. CLEARANCE DIMENSION.

48 CASEWORK TO REMAIN FOR USE DURING PHASE 1.

49 AREA TO BE OCCUPIED BY THE VA STAFF DURING PHASE 1.

50 AREA TO BE OCCUPIED BY THE VA DIALYSIS STAFF DURING PHASE 2.

52 MODIFY EXISTING WALLS TO EXTEND TO DECK TO MEET ICRA REQUIRMENTS.

58 COORDINATE ICRA BARRIERS AND ACCESS TO THIS AREA OF THE CORRIDOR WITH

THE COR AND VAMC STAFF DURING CONSTRUCTION IN ORDER TO INSTALL THE NEW

CEILING.

60 WALL CONSTRUCTED IN PHASE 1 COMPLIES WITH ICRA REQUIREMENTS.

61 EXISTING WALL MODIFIED IN PHASE 1 TO MEET ICRA REQUIRMENTS.

SHEET NOTES

AREA KEY PLAN

PLAN

NORTH

ACTUAL

NORTH

3/32" = 1'-0"2 FIRST FLOOR PHASING PLAN - PHASE 2

A. THE FACILITY WILL REMAIN OCCUPIED AND IN OPERATION THROUGHOUT THE

CONSTRUCTION PERIOD. PREVENT INTERRUPTION OF SERVICES THAT MAY INTERRUPT

NORMAL OPERATIONS. COORDINATE WORK WITH VAMC TO MINIMIZE DISRUPTIONS OF

NORMAL ACTIVITIES. SCHEDULE ACCESS TO CORRIDORS, STORAGE AREAS, UTILITY

ROOMS AND ELEVATORS WITH COR.

B. PERFORM WORK IN MANNER TO MEET REQUIREMENTS FOR CLASS IV SYSTEM

INFECTION CONTROL SYSTEM AS PER SECTION 01 35 26 AND THE VAMC ICRA

REQUIREMENTS. PRIOR TO COMMENCING WORK, COORDINATE WORK WITH INFECTION

CONTROL PROCEDURES WITH THE VAMC INFECTION CONTROL STAFF. REVIEW

REQUIREMENTS, PROCESSES AND PROCEDURES. FOLLOW VAMC INFECTION CONTROL

INSTRUCTIONS AND RECOMMENDATIONS.

C. PROVIDE PLASTIC ZIP WALL/DOOR OVER ANY CONSTRUCTION AREA OPENINGS.

D. TEMPORARY CONSTRUCTION BARRIERS ARE PERMITTED TO USE EXISTING WALLS IF

APPLICABLE. CONTRACTOR TO FIELD INSPECT WALLS TO DETERMINE THE EXISTING

RATING OF THE WALL. CONTRACTOR TO COORDINATE ANY REPAIR OF WALLS TO

MAINTAIN THE EXISTING RATING WITH THE COR.

E. CONSTRUCTION BARRIERS MUST BE CONSTRUCTED AND APPROVED PRIOR TO ANY

DEMOLITION IS TO OCCUR. ONCE CONSTRUCTION BARRIERS ARE BUILT AND APPROVED

BY THE COR, THE SPRINKLER WITHIN THE CONSTRUCTION SITE CAN BE REMOVED.

ONCE COMPLETED, DEMOLITION MAY START.

F. COMPLY WITH VA ICRA REQUIREMENTS WHERE WORK IS REQUIRED, WHETHER ICRA

IMPACT AREA IS INDICATED ON DRAWINGS OR NOT.

G. ALL ICRA AND ISLM REQUIREMENTS INCLUDING BUT NOT LIMITED TO; VAMC SPECIFIC

H. OPERATIONAL PROCEDURES, PHASING, SITE AND CONSTRUCTION ACCESS,

SCHEDULING, AND TEMPORARY CONSTRUCTION MEASURES TO BE COORDINATED IN

THE FIELD WITH VAMC COR.

I. TEMPORARY CONSTRUCTION BARRIER TO BE PROVIDED TO SURROUND

CONSTRUCTION SITE AND BE INSTALLED SLAB-TO-SLAB. COORDINATE FINAL LOCATION

WITH COR PRIOR TO CONSTRUCTION.

J. ALL WORK THAT OCCURS WITHIN THE EXISTING CORRIDORS IS TO BE COMPLETED

DURING "OFF HOURS" WHEN THE FACILITY IS NOT IN OPERATION AND CLEANED UP FOR

OCCUPANCY BEFORE THE CONTRACTOR LEAVES THE SITE FOR THE DAY.

PHASING PLAN NARRATIVE

TO MEET THE OBJECTIVE TO MAINTAIN AN OPERATIONAL DIALYSIS UNIT WHILE

DOWNSIZING THE OVERALL DIALYSIS UNIT AND CREATE FUTURE ADMIN SPACE THESE

PLANS PROPOSE 2 PRIMARY PHASES. THERE MAY BE SUB-PHASES WITHIN EACH PHASE,

BUT THESE DIAGRAMS ARE INTENDED TO OUTLINE THE BASIC CONCEPT FOR THE SCOPE

OF WORK. THE WORK TO BE PERFORMED IN THE OTHER AREAS OF THE PLAN (NEW

ELECTRICAL ROOM, REMODELED IT ROOM, AND NEW STORAGE ROOMS) CAN BE DONE

ACROSS BOTH PHASES AS DETERMINED BY THE GENERAL CONTRACTOR TO MEET THE

NEEDS OF THE OVERALL PROJECT.

PHASE 1, AS OUTLINED ON THE PLAN, ALLOWS THE REGULATION DEMISING WALL BETWEEN

THE SUITES TO BE BUILT AND FINISHED ON THE DIALYSIS SIDE OF THE WALL (PLAN WEST)

ALONG WITH FLOOR REPAIRS AND CEILING/LIGHTING REMODELING AND ASSOCIATED MEP.

ONCE THE WALL IS COMPLETED ON THE DIALYSIS SIDE IT WILL ALLOW THE TREATMENT

AND SUPPORT AREAS TO BE BROUGHT BACK INTO USE. IN PHASE 1 THE LOWER PART OF

THE PLAN THAT HAS EXISTING 2 ENCLOSED PATIENT ROOMS, AND OPEN TREATMENT

AREAS WOULD SERVE AS THE DIALYSIS UNIT WHILE PHASE 1 WORK IS PROGRESSING.

ONCE THE DEMISING WALL AND ASSOCIATED MEP WORK IS COMPLETE DIALYSIS WOULD

REOCCUPY THE ORIGINAL TREATMENT AREAS AND PHASE 2 WOULD BEGIN. PHASE 2 WILL

BE THE WORK REQUIRED TO COMPLETE THE REMODELING OF THE REMAINING AREA TO

BECOME FUTURE ADMIN SPACE.

FRAME MATERIAL: HM (HOLLOW METAL) UNO IN OPENING SCHEDULE

F R

A M

E P

R O

F

IL

E G

R O

U P

(F

R O

M O

P E

N

IN

G S

C H

E D

U

LE

FRAME PROFILE MEMBER (FROM FRAME ELEVATION)

FRAME

PROFILES

MATRIX

ER

EQUAL

RABBET

JP JAMB/HEAD PROFILE

1/2"

THICKNESS

GWB PARTITION

1/2"

F W

DT+3/16" VARIES DT+3/16"

5/ 8"

ASSEMBLY DESIGNATION

A ACOUSTICAL (1-LAYER GWB 1 SIDE, 2-LAYERS GWB OPPOSITE SIDE)

C CHASE WALL

F FURRING (1-LAYER ONE SIDE ONLY)

G GWB (1-LAYER EA. SIDE)

H GWB (2-LAYERS EA. SIDE)

J GWB (3-LAYERS EA. SIDE)

K GWB (4-LAYERS EA. SIDE)

M MASONRY

S SHAFTWALL

P SPECIAL PARTITION

Z Z-FURRING (1-LAYER ONE SIDE ONLY)

SECTION TYPE

a ABOVE (STRUCTURE TO DECK, FINISH STOPS ABOVE CLG.)

d DECK (STRUCTURE AND FINISH EXTENDS TO DECK) p PARTIAL HEIGHT s SMOKE BARRIER (ONE SIDE OF FINISH EXTENDS TO DECK) t THROUGH (STRUCTURE AND FINISH STOP ABOVE CLG.)

u UNDERSIDE (STRUCTURE AND FINISH STOP BELOW CLG.)

QUALIFIER

B BULLET RESISTANT

L LEAD LINED

LS LEAD LINED W/ SOUND ATTENUATION BATTS

M MESH (STEEL SECURITY MESH)

MS MESH W/ SOUND ATTENUATION BATTS

S SOUND ATTENUATION BATTS

T THERMAL INSULATION

## HEIGHT (INCHES)

ASSEMBLY DESIGNATION

STRUCTURE SIZE

SECTION TYPE

QUALIFIER

G3d

S

2 HR FIRE/SMOKE

CEILING LINE

PERMANENT RED PAINT

LETTERING - TYP

NOTES FOR STENCILING:

1. LETTERED STENCILS SHALL BE APPLIED TO EACH SIDE OF

RATED BARRIERS AT 10'-0" INTERVALS; BUT NO LESS THAN

ONCE PER BARRIER LENGTH.

2. USE THE FOLLOWING LANGUAGE FOR STENCILS:

"1HR FIRE / SMOKE" "1HR FIRE"

"2HR FIRE / SMOKE" "2HR FIRE"

"LIMIT TRANSFER OF SMOKE"

FIRE BARRIER TYPE

FIRE BARRIER TYPE

P PARTITION TO LIMIT THE TRANSFER OF SMOKE

B SMOKE BARRIER

1 1 - HOUR FIRE

1B 1 - HOUR FIRE / SMOKE BARRIER

2 2 - HOUR FIRE

2B 2 - HOUR FIRE / SMOKE BARRIER

TYPICAL

FRAME

F1

JP

JP

TYP.

SEE SCHEDFW FW

F W

1 HOUR FIRE RATED

TEMPORARY

ICRA FRAME

T2

JP

JP

TYP.

SEE SCHEDFW FW

F W

1 HOUR FIRE RATED

FLUSH

S

SEE SCHED.

S E

E S

C H

E D

DOUBLE FLUSH

V

SEE SCHED.

S E

E S

C H

E D

SCWD SCWD

7 7

TEMPORARY

ICRA DOOR

T1

SEE SCHED.

S E

E S

C H

E D

HOLLOW METAL

FINISHED FLOOR, VARIES,

SEE ID 110

(1) LAYER 5/8" TYPE "X" GWB

AT EACH SIDE

STEEL STUD FRAMING (SEE

PARTITION TYPE LEGEND

MARKED ON FLOOR PLAN)

SOUND ATTENUATION INSULATION

(SEE FLOOR PLAN FOR PARTITION

QUALIFERS)

FINISHED CEILING (SEE RCP)

DEFLECTION TRACK

UNDERSIDE OF

STRUCTURE ABOVE

NOTES

1. ALL DOORS SHALL BE FLUSH - 1 3/4" THICK UNLESS OTHERWISE

NOTED.

2. EVEN NUMBERS ARE METAL CONSTRUCTION. ODD NUMBERS ARE

WOOD CONSTRUCTION.

FRAME TYPE

DOOR TYPE

DOOR SIZE

A

(1) LAYER 5/8" TYPE "X" GWB

AT EACH SIDE

STEEL STUD FRAMING (SEE

PARTITION TYPE LEGEND

MARKED ON FLOOR PLAN)

DEFLECTION TRACK

UNDERSIDE OF

STRUCTURE ABOVE

RATED WALL

3"

3/8"

STEEL STUD

(BY OTHERS)

G.W.B.

(BY OTHERS)

ALUMINUM RETAINER

(24A339000)

#6 X 1 5/8" BUGLE HD SMS

18" [457.2mm] MAX.

ACROVYN 4000 COVER

(24U002xxx) ACROVYN Woodgrains and Brushed Metals (24U634xxx)

R1/4" [R6.4mm]

Location

Issue Date o n e e ig h th i n c h o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

REVISIONS: DATE:

Project Number

Building Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

Approved:

A

4 3 2 1678910

5 4 3 2 1678910

B

C

D

E

F

G

A

B

C

D

E

F

G

Phase

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

STAMP

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

ARCHITECT / ENGINEERS OF RECORD:CONSULTANT:

Mechanical, Electrical, Plumbing & Technology Engineers:

IMEG Corp.

15 Sunnen Drive, Suite 104 St. Louis, MO 63143 Phone: 314-645-1132, Fax: 314-645-1173 Cost Estimating:

OCMI, Inc.

1722 Routh Street, Suite 900 Dallas, TX 75201 Phone: 469-431-0571

A/E:

L2e-Oculus JV 20 South Sarah Street St. Louis, MO 63108 Phone: 314-730-2779 Firm POC: Justin Quinn

NOT FOR CONSTRUCTION

FULLY SPRINKLERED

AE010

BUILDING 110

590-21-121AE Services - Renovate Building 110 Ground

Floor Hampton VAMC

36C24622C0073; #590-C20216

Hampton VA Medical Center

August 17, 2023 AHM CJK

PARTITION TYPES & DOOR

INFORMATION

100% CONSTRUCTION

DOCUMENTS (CD)

A. COORDINATE KEYING WITH COR AND VAMC MAINTENANCE STAFF.

PROVIDE BUILDING STANDARD FINISH TO MATCH EXISTING.

B. CONTRACTOR TO COORDINATE DOOR UNDERCUTS AS REQUIRED WITH

MECHANICAL CONTRACTOR.

SHEET NOTES

PARTITION TYPE LEGEND

MARK WIDTH HEIGHT

DOOR

HARDWARE

FRAME

FIRE

RATINGTYPE

FIRE

RATING TYPE

* TP01 3' - 0" 7' - 0" T1 1 HR HDW-01 T2 1 HR

* TP02 3' - 0" 7' - 0" T1 1 HR HDW-01 T2 1 HR

* TP03 4' - 0" 7' - 0" T1 1 HR HDW-01 T2 1 HR

* TP04 4' - 0" 7' - 0" T1 1 HR HDW-01 T2 1 HR

* TP05 3' - 0" 7' - 0" T1 1 HR HDW-01 T2 1 HR

* TP06 3' - 0" 7' - 0" T1 1 HR HDW-01 T2 1 HR

* TP07 3' - 0" 7' - 0" T1 1 HR HDW-01 T2 1 HR

* TP08 3' - 0" 7' - 0" T1 1 HR HDW-01 T2 1 HR

* TP09 3' - 0" 7' - 0" T1 1 HR HDW-01 T2 1 HR

**DG21A 4' - 0" 8' - 0" S 1HR HDW-06 F1 1HR

DG50 3' - 0" 7' - 0" S 1 HR HDW-05 F1 1 HR

DG52A 7' - 6" 7' - 0" V 1 HR HDW-04 F1 1 HR

DG52D 4' - 0" 7' - 0" S 1 HR HDW-02 F1 1 HR

DG52E 4' - 0" 7' - 0" S 1 HR HDW-02 F1 1 HR

DOOR SCHEDULE

FRAME AND DOOR TYPES

1/4" = 1'-0"E5 FRAME TYPE F1

1/4" = 1'-0"E4 DOOR TYPES

1 1/2" = 1'-0"B4 PARTITION TYPES - Gd SERIES

HARDWARE TYPES

NOTE: NEW DOORS TO MATCH EXISTING

BUILDING STANDARD IN MATERIAL, COLOR

AND FINISH.

NOTE: "7" INDICATES WOOD

CONSTRUCTION.

NOTE #1: NEW DOORS AND FRAMES TO

MATCH RATING OF EXISTING OR NEW

PARTITION. FIELD VERIFY FOR RATING.

HDW-01

TEMPORARY ICRA DOORS

1-1/2 PR BUTTS

1 EA CYLINDRICAL LOCKSET F84

1 EA CLOSER

1 SET WEATHER SEALS

1 EA SWEEP

HWD-02

DOOR DG52E, DG52D

2 PR BALL BEARING HINGES

1 EA MORTISE LOCKSET F04

1 EA CLOSER

1 EA ARMOUR PLATE

1 EA FLOOR STOP

HWD-03 - NOT USED

HDW-04

DOORS DG52A

3 PR BALL BEARING HINGES

2 EA VERTICAL ROD DEVICE, CONCEALED (IN

WOOD DOOR)

2 EA DUSTPROOF STRIKE

1 EA PUSH PAD DEVICE W/ DOGGING

CAPABILITY

1 EA EXIT TRIM WITH KEY LOCK AND LEVER

1 EA CLOSER

1 EA ARMOUR PLATE/PUSH SIDE

1 EA WALL STOP

HWD-05

DOORS DG50

1-1/2 PR BALL BEARING HINGES

1 EA MORTISE LOCKSET F07

1 EA CLOSER W/ STOP & HOLD-OPEN

1 EA ARMOUR PLATE

HWD-06

DOORS DG21A

THIS DOOR WILL HAVE THE FOLLOWING HARDWARE

PLUS SDO 218 PER ERHM REQUIREMENTS.

ELECTRONIC ACCESS CONTROL HARDWARE:

1 EA ELECTRIC STRIKE

1 EA CARD READER

COORDINATE KEYING WITH VA. MANUFACTURE MEDICO

SYSTEM, 7 PIN INTERCHANGEABLE, SMALL FORMAT,

GRANDMASTER.

SDO 218

1 EA CONTINUOUS HINGE

1 EA *FLUSH BOLTS

1 EA MORTISE LOCK

OPERATION AT ALL TIMES:

1 EA OUTSIDE LEVER ALWAYS RIGID

1 EA LATCHBOLT RELEASED BY KEY OUTSIDE

AND LEVER INSIDE

*THE USE OF FLUSH BOLTS TO BE CONFIRMED FOR THIS

LOCATION

PROVIDE 24" HIGH X DOOR WIDTH STAINLESS STEEL

ARMOR PLATE AT ALL DOORS. TEMPORARY

CONSTRUCTION DOORS ARE EXCLUDED.

NOTE #2: EXISTING DOORS AT STORAGE

ROOMS TO REMAIN, NO CHANGE TO

HARDWARE.

DOOR SYMBOL LEGEND

1 1/2" = 1'-0"B5 PARTITION TYPES - TEMPORARY WALL ICRA BARRIER

ICRA DOOR FINISH:

PAINT TEMPORARY (ICRA) DOORS

AND FRAMES TO MATCH ADJACENT

WALL.

* TEMPORARY DOORS ARE INDICATED ON THE PHASING PLANS, SHEET AD103

* TEMPORARY ICRA BARRIERS ARE INDICATED ON THE PHASING PLANS, SHEET AD103

ALL MANUFACTURERS, MODEL NUMBERS, STYLES AND

FINISHES OF DOOR HARDWARE ARE TO MATCH EXISTING.

12" = 1'-0"G10 CORNER GUARD TYP

**CEILING TO BE MODIFIED TO WORK WITH DOOR HEIGHT

B

C

D

E

F

G

N.I.S.

N.I.S.

N.I.S.

STORAGE

DG23

IT ROOM

DG21A

S

F1

ELECTRICAL RM

DG50

V

F1

OPEN ADMIN

SPACE

DG52

8' - 0"

G3d

1 S

G3d

1 S

9' - 6"

S

F1

G3d

1 S

S

F1

G3d

D G

D G

E

DG52D

DG52A

G3d

1 S

CL

/8

19' - 2"

2'

/1

6"

9' - 7 3/4"

6"

1'

47 47

DIALYSIS

AREA 2

DIALYSIS

AREA 3

DIALYSIS

AREA 4

DIALYSIS

AREA 5

DIALYSIS

AREA 6

DIALYSIS

AREA 7

DIALYSIS

AREA 1

STORAGE

DG24

REMODELED

AREA

D

G

A

S

F1

N.I.S.

N.I.S.

N.I.S.

DOOR NUMBER

EXISTING WALL/PARTITION TO REMAIN IN PLACE

NEW PARTITION; REFER TO PARTITION TYPES

EXISTING DOOR AND FRAME TO REMAIN IN PLACE

NEW DOOR AND FRAME; REFER TO DOOR SCHEDULE

(INSTALLED IN EXISTING OR NEW WALLS/PARTITIONS)

ONE HOUR FIRE BARRIER CONSTRUCTION

TEMPORARY ICRA BARRIER WALL CONSTRUCTION

MODIFIED EXISTING WALL TO MEET

ICRA REQUIREMENT

MATCH (EXIST.) REBAR SIZE

AND SPACING

NEW 4,000 PSI CONCRETE SLAB

OVER MIN 40 MIL POLYETHYLENE

VAPOR BARRIER OVER MIN. 4"

CLEAN AGGREGATE BASE.

COMPACT BACKFILL. PROVIDE

STEEL TROWEL FIN ON NEW

SLAB.

EXIST. CONC SLAB

WIDTH AS REQ'D FOR UTILITY WORK BUT NOT LESS THAN 24"

DRILL AND EPOXY REBAR W/ HILTI

HITHY 200 SAFE SET SYSTEM

ADHESIVE W 6" MIN EMBED MIN 24" OC.

WOOD TRIM

GUARD RAIL (TYP)

ACCENT PAINT (TYP)

Location

Issue Date o n e e ig h th i n c h o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

REVISIONS: DATE:

Project Number

Building Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

Approved:

A

4 3 2 1678910

5 4 3 2 1678910

B

C

D

E

F

G

A

B

C

D

E

F

G

Phase

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

STAMP

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

ARCHITECT / ENGINEERS OF RECORD:CONSULTANT:

Mechanical, Electrical, Plumbing & Technology Engineers:

IMEG Corp.

15 Sunnen Drive, Suite 104 St. Louis, MO 63143 Phone: 314-645-1132, Fax: 314-645-1173 Cost Estimating:

OCMI, Inc.

1722 Routh Street, Suite 900 Dallas, TX 75201 Phone: 469-431-0571

A/E:

L2e-Oculus JV 20 South Sarah Street St. Louis, MO 63108 Phone: 314-730-2779 Firm POC: Justin Quinn

NOT FOR CONSTRUCTION

FULLY SPRINKLERED

AE110

BUILDING 110

590-21-121AE Services - Renovate Building 110 Ground

Floor Hampton VAMC

36C24622C0073; #590-C20216

Hampton VA Medical Center

August 17, 2023 AHM CJK

FIRST FLOOR PLAN - NEW WORK 100% CONSTRUCTION

DOCUMENTS (CD)

1/8" = 1'-0"G8 FIRST FLOOR PLAN - NEW

SHEET NOTES

AREA KEY PLAN

PLAN

NORTH

ACTUAL

NORTH

LEGEND

KEYNOTES

21 WALL TO MATCH EXISTING CONSTRUCTION AND RATING.

29 NEW DOOR TO ALIGNED TO EXISTING EXTERIOR OPENING.

47 PROVIDE NEW COLUMN SURROUNDS IN DRYWALL. 3-5/8" METAL STUDS TIGHT TO

STRUCTURE WITH 5/8" GWB AROUND EXISTING COLUMNS.

53 ALTERNATE 1. SEE LIST OF ALTERNATE ON SHEET GI001.

54 ALTERNATE 2. SEE LIST OF ALTERNATE ON SHEET GI001.

56 ALTERNATE 4. SEE LIST OF ALTERNATE ON SHEET GI001.

62 PROVIDE GUARD RAILING TO MATCH EXISTING.

A. LIMITED SCOPE IN OPEN ADMIN SPACE. REFER TO ALTERNATIVE LIST ON SHEET GI001.

B. PATCH EXISTING CONCRETE FLOOR SLAB AS REQUIRED BY MEP SCOPE OF WORK. SEE

MEP DRAWINGS FOR PIPING AND DRAIN REMOVAL AND COORDINATE FLOOR PATCHING

PRIOR TO INSTALLATION OF NEW FLOORING.

N.T.SG10 TRENCH REPAIR - TYPICAL

N.T.SF10 IMAGE OF TYPICAL CORRIDOR

PRICING SET

08/07/2023

B

C

D

E

F

G

N.I.S.

N.I.S.

N.I.S.

ACT-1

9' - 0"A.F.F.

OPEN TO

ABOVE

OPEN TO

ABOVE

ACT-1

9' - 0"A.F.F.

DIALYSIS

AREA 2

DIALYSIS

AREA 3

DIALYSIS

AREA 4

DIALYSIS

AREA 5

DIALYSIS

AREA 6

DIALYSIS

AREA 7

166 SF

IT ROOM

DG21A

79 SF

ELECTRICAL RM

DG50

205 SF

STORAGE

DG23

OPEN ADMIN

SPACE

DG52

641 SF

STORAGE

DG24

REMODELED

AREA

DIALYSIS

AREA 1

N.I.S.

N.I.S.

N.I.S.

EXISTING WALL/PARTITION TO REMAIN IN PLACE

NEW PARTITION; REFER TO PARTITION TYPES

EXISTING DOOR AND FRAME TO REMAIN IN PLACE

NEW 2'x2' SUSPENDED ACOUSTICAL CEILING GRID

AND PADS.

NEW LIGHT FIXTURE

SUPPLY AIR DIFFUSER

RETURN AIR EXHAUST DIFFUSER

EXIT SIGN

RECESSED DOWNLIGHT

ONE HOUR FIRE BARRIER CONSTRUCTION

TEMPORARY ICRA BARRIER WALL CONSTRUCTION

MODIFIED EXISTING WALL TO MEET

ICRA REQUIREMENT

SHEET NOTES

Location

Issue Date o n e e ig h th i n c h o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

REVISIONS: DATE:

Project Number

Building Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

Approved:

A

4 3 2 1678910

5 4 3 2 1678910

B

C

D

E

F

G

A

B

C

D

E

F

G

Phase

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

STAMP

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

ARCHITECT / ENGINEERS OF RECORD:CONSULTANT:

Mechanical, Electrical, Plumbing & Technology Engineers:

IMEG Corp.

15 Sunnen Drive, Suite 104 St. Louis, MO 63143 Phone: 314-645-1132, Fax: 314-645-1173 Cost Estimating:

OCMI, Inc.

1722 Routh Street, Suite 900 Dallas, TX 75201 Phone: 469-431-0571

A/E:

L2e-Oculus JV 20 South Sarah Street St. Louis, MO 63108 Phone: 314-730-2779 Firm POC: Justin Quinn

NOT FOR CONSTRUCTION

FULLY SPRINKLERED

AE210

BUILDING 110

590-21-121AE Services - Renovate Building 110 Ground

Floor Hampton VAMC

36C24622C0073; #590-C20216

Hampton VA Medical Center

August 17, 2023 AHM CJK

REFLECTED CEILING PLAN - NEW WORK 100% CONSTRUCTION

DOCUMENTS (CD)

KEYNOTES

LEGEND

1/8" = 1'-0"G8 FIRST FLOOR REFLECTED CEILING PLAN - NEW

AREA KEY PLAN

PLAN

NORTH

ACTUAL

NORTH

18 PATCH EXISTING SOFFIT AS REQUIRED TO MATCH EXISTING.

54 ALTERNATE 2. SEE LIST OF ALTERNATE ON SHEET GI001.

57 SOFFITS IN ADMIN AREA TO BE PAINTED PER FINISH SCHEDULE.

B

C

D

E

F

G

N.I.S.

N.I.S.

N.I.S.

N.I.S.

ROOF AREA 1

ROOF AREA 2

N.I.S.

DOME STRAINER

CLAMPING RING

MODIFIED BITUMEN ROOF

SYSTEM TYPICAL

DRAIN FLANGE

INSULATION TAPERED FOR DRAINAGE

5/8" GYPSUM SHEATHING

TYPICAL SLOPE FOR TAPERED INSULATION SHALL BE

1/4" = 1'-0" UNLESS OTHERWISE NOTED.

ROOF DRAIN / OVERFLOW DRAIN (EXISTING)

AREA OF CONCERN

N.I.S. N.I.S.

SHEET NOTES

Location

Issue Date o n e e ig h th i n c h o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

REVISIONS: DATE:

Project Number

Building Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

Approved:

A

4 3 2 1678910

5 4 3 2 1678910

B

C

D

E

F

G

A

B

C

D

E

F

G

Phase

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

STAMP

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

ARCHITECT / ENGINEERS OF RECORD:CONSULTANT:

Mechanical, Electrical, Plumbing & Technology Engineers:

IMEG Corp.

15 Sunnen Drive, Suite 104 St. Louis, MO 63143 Phone: 314-645-1132, Fax: 314-645-1173 Cost Estimating:

OCMI, Inc.

1722 Routh Street, Suite 900 Dallas, TX 75201 Phone: 469-431-0571

A/E:

L2e-Oculus JV 20 South Sarah Street St. Louis, MO 63108 Phone: 314-730-2779 Firm POC: Justin Quinn

NOT FOR CONSTRUCTION

FULLY SPRINKLERED

AE300

BUILDING 110

590-21-121AE Services - Renovate Building 110 Ground

Floor Hampton VAMC

36C24622C0073; #590-C20216

Hampton VA Medical Center

August 17, 2023 AHM CJK

ALTERNATE 3 ROOF PLAN 100% CONSTRUCTION

DOCUMENTS (CD)

KEYNOTES

LEGEND

AREA KEY PLAN

PLAN

NORTH

ACTUAL

NORTH

36 EXISTING ROOF DRAIN.SEAL PERIMETER OF ROOF PENETRATION (TYP).

37 EXISTING OVERFLOW DRAIN. SEAL PERIMETER OF ROOF PENETRATION (TYP).

1/8" = 1'-0"G8 ALTERNATE 3 ROOF PLAN

3/32" = 1'-0"A10 ROOF DRAIN DETAIL*

A. ROOF WORK IS LIMITED TO ROOF AREA 1 AND ROOF AREA 2 AS SHOWN ON THIS PLAN.

B. FULLY CLOSE AND SEAL ANY AREAS WHERE PIPING IS REMOVED AS PART OF THE

SCOPE OF THIS PROJECT. SEE MEP DRAWINGS FOR MORE INFORMATION.

C. PATCH AROUND ALL EXISTING ROOF DRAINS. CUT 3’ RADIUS CIRCLE AROUND DRAIN

AND WELD IN NEW BITUMEN TO MATCH EXISTING.

D. PROVIDE NEW STRAINERS AT ALL ROOF DRAINS WHERE MISSING.

E. AREAS OF CONCERN ARE ROUGHLY INDICATED ON THIS PLAN. REVIEW SEAMS FOR

NECESSARY REPAIRS.

F. REFER TO INFRARED SCAN REPORT TAKEN 1/20/2023 FOR MORE DETAIL ON THE

CONDITIONS OF ROOF. REPORT IS PART OF PROJECT DOCUMENTS.

*EXISTING CONSTRUCTION SHOWN FOR REFRENCE

B

C

D

E

F

G

205 SF

STORAGE

DG23

ACT P-1

RB-1 VT

79 SF

ELECTRICAL RM

DG50

AT P-1

RB-1 SD-1

166 SF

IT ROOM

DG21A

AT P-1

RB-1 SD-1

641 SF

STORAGE

DG24

ACT P-1

RB-1 VT

3,893 SF

OPEN ADMIN SPACE

DG52

ACT P-1

RB-1 LVT-1

17' - 0" 19' - 0" 19' - 6" 19' - 4" 19' - 8"

1"

1/ 2"

1/ 2"

0"

DIALYSIS

AREA 2

DIALYSIS

AREA 3

DIALYSIS

ARE…