100pct PDF Drawings.pdf

TITLE SHEET

GENERAL INFORMATION

G.100

MOISTURE INTEGRITY REPAIRS - BUILDINGS 110 & 110A

DEPARTMENT OF VETERANS AFFAIRS PROJECT NO. 590-15-007

HAMPTON VA MEDICAL CENTER

BUILDINGS 110 & 110A

100 EMANCIPATION DR. HAMPTON, VA 23667

LOCATION MAP

BUILDINGS 110 & 110A KEY PLAN

PROJECT CONSULTANTS

BUILDING 110: 37d00'52.90"N x 76d19'58.57"W

CONTRACTORS SHALL USE THE ONLINE DOCUMENT EXCHANGE

SYSTEM “SUBMITTAL EXCHANGE” FOR ALL SUBMITTALS REQUIRED BY

SPECIFICATIONS FOR THIS PROJECT. CONTRACTOR IS RESPONSIBLE

TO VIEW TUTORIALS AND LEARN SYSTEM. CONTRACTOR IS

RESPONSIBLE TO INCUR ALL COSTS REQUIRED TO ALLOW FULL

ACCESS AND USER CAPABILITY FOR ALL CONTRACTORS.

WEBSITE FOR PROGRAM IS:

HTTP://WWW.SUBMITTALEXCHANGE.COM/PUBLIC/

WEBSITE REPRESNTATIVE IS:

MATT FISCHER, PHONE 1-515-393-2423

PLAN

NORTH

ACTUAL

NORTH

BUILDING 110A

Marine Chemist Service, Inc.

11850 TUG BOAT LANE

NEWPORT NEWS, VA 23606-2577

TEL: (737) 873-0933

FAX: (757) 873-1074

www.MarineChemist.com

Jefco Inc.

Architectural Glass Systems 11501 Lakeridge Parkway St100 Ashland, VA 23005 804-798-7823 www.jefcoinc.net

Aiken Cost Consultants 19 West Stone Avenue Greenville, SC 29609 Tel: (864)232-9342 Fax: (864)233-2573 www.AikenCost.com

Bldg. 110B

Bldg. 110

Bldg. 110A

Bldg. 135

Bldg. 168

BUILDING 110

SEE SHEET G.102 FOR PROJECT PHASING SCHEMATIC

o n e e i g h t h i n c o e f o t

B

A

C

D

E

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

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

B

A

C

D

E

F

1601 Summit Avenue

Richmond, Virginia 23230

Office: (804) 726-9540 www.raymondllc.com

CONSULTANTS:

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ARCHITECT/ENGINEER.

A

S r v i c e

D i s a b l

V t e r a

O w n m a l

B u s i n e s s

SDVOSB

CVE

100% SUBMITTAL

FULLY SPRINKLERED

Department of

Veterans Affairs

Office of

Construction and Facilities

Management

MOISTURE INTEGRITY

REPAIRS

Contr. No. #36C24618R0223

HAMPTON, VIRGINIA

590-15-007

2020-1-24

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

110 & 110AMarine Chemist Service, Inc.

11850 TUG BOAT LANE

NEWPORT NEWS, VA 23606-2577

TEL: (737) 873-0933

FAX: (757) 873-1074

www.MarineChemist.com

INDUSTRIAL HYGIENIST:

Jefco Inc.

Architectural Glass Systems 11501 Lakeridge Parkway St100 Ashland, VA 23005 804-798-7823

WINDOWS:

www.jefcoinc.net

Aiken Cost Consultants 19 West Stone Avenue Greenville, SC 29609 Tel: (864)232-9342 Fax: (864)233-2573

COST ESTIMATING:

www.AikenCost.com

NOTE: THIS DRAWING IS DESIGNED TO

BE PRINTED IN COLOR; BLACK & WHITE

REPRODUCTION MAY NOT CONVEY

COMPLETE /ACCURATE INFORMATION.

15 April 2020

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GOOGLE MAPS

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COR - ILSM AND ICRA COMPLETED:

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DATE: __________

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REVIEWED: AFGE

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DATE: __________

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REVIEWED: NAGE

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DATE: __________

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APPROVED: INFECTION CONTROL

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DATE: __________

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APPROVED: CONSTRUCTION SAFETY MANAGER

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DATE: __________

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APPROVED: SAFETY MANAGER

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DATE: __________

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APPROVED: CHIEF, POLICE SERVICE

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DATE: __________

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APPROVED: SUPERVISORY FACILITIES OPERATION SPECIALIST

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DATE: __________

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APPROVED: SUPERVISORY PROJECT ENGINEER

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DATE: __________

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APPROVED: ENGINEERING DIVISION MANAGER

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DATE: __________

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APPROVED: CHIEF, FACILITIES MANAGEMENT SERVICE

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DATE: __________

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APPROVED: ASSOCIATE DIRECTOR FOR PATIENT CARE SERVICES

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DATE: __________

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APPROVED: CHIEF OF STAFF

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DATE: __________

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APPROVED: ASSOCIATE DIRECTOR FOR OPERATIONS

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DATE: __________

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APPROVED: DIRECTOR, HAMPTON VA MEDICAL CENTER

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DATE: __________

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DATE: __________

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DATE: __________

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DATE: __________

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DATE: __________

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DATE: __________

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APPROVED: CHIEF, ENVIRONMENTAL MANAGEMENT SERVICE

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APPROVED: CHIEF, OIT

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APPROVED: CHIEF, MEDICINE SERVICE

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APPROVED: ENERGY MANAGER

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REVIEWED: WOMEN VETERANS PROGRAM MANAGER

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AutoCAD SHX Text V

AutoCAD SHX Text H

AutoCAD SHX Text A

AutoCAD SHX Text L

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AutoCAD SHX Text No.

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AutoCAD SHX Text 0401006332

AutoCAD SHX Text R

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RICHARD KENNETH PERKINS

AutoCAD SHX Text F

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text N

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AutoCAD SHX Text Plumbing

AutoCAD SHX Text Outages

AutoCAD SHX Text Mechanical

AutoCAD SHX Text Outages

AutoCAD SHX Text Electrical

AutoCAD SHX Text Outages

AutoCAD SHX Text Miscellaneous

AutoCAD SHX Text Utilities

AutoCAD SHX Text Fire

AutoCAD SHX Text Alarm

AutoCAD SHX Text Vibrations

AutoCAD SHX Text Dust (Infection

AutoCAD SHX Text Control)/Air

AutoCAD SHX Text Noise

AutoCAD SHX Text Equipment

AutoCAD SHX Text Creation or

AutoCAD SHX Text Spread of

AutoCAD SHX Text Patients, AutoCAD SHX Text Limits of

AutoCAD SHX Text Annual TB

AutoCAD SHX Text Quality

AutoCAD SHX Text Contaminants

AutoCAD SHX Text Traffic Flow -

AutoCAD SHX Text Visitors, Staff, AutoCAD SHX Text Contract

AutoCAD SHX Text Personnel

AutoCAD SHX Text Construction, AutoCAD SHX Text Barrier Location

AutoCAD SHX Text Risk Assessment

AutoCAD SHX Text Level is LOW.

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HVAMC 2016

AutoCAD SHX Text Project Location: Buildings 110 & 110A, Exteriors

AutoCAD SHX Text Risk Assessment required based on vicinity of patient

AutoCAD SHX Text care areas?:

AutoCAD SHX Text Y N

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HVAMC PRE CONSTRUCTION RISK ASSESSMENT/EVALUATION

AutoCAD SHX Text PROJECT NAME: 590-15-007 Bldg's. 110 & 110A Moisture Integrity Repairs ASSESSMENT DATE:

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EXPECTED IMPACTS

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PLANS/MEASURES TO ADDRESS IMPACTS

AutoCAD SHX Text Subject to change during construction phase:

AutoCAD SHX Text PPD / TB Risk Assessment Completed: _____.

AutoCAD SHX Text Non-patient care area No TB screening: _____.

AutoCAD SHX Text No Impact Anticipated

AutoCAD SHX Text No Impact Anticipated

AutoCAD SHX Text No Impact Anticipated

AutoCAD SHX Text No Impact Anticipated

AutoCAD SHX Text No Impact Anticipated

AutoCAD SHX Text Minimal Impact Anticipated.

AutoCAD SHX Text No Impact Anticipated

AutoCAD SHX Text Minimal Impact Anticipated.

AutoCAD SHX Text No Impact Anticipated

AutoCAD SHX Text No Impact Anticipated

AutoCAD SHX Text Subject work to be performed after hours.

AutoCAD SHX Text Subject work to be performed after hours.

AutoCAD SHX Text N / A

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AutoCAD SHX Text Ingress/egress patterns through work areas will be routed through protective enclosures. Access to lawns in work areas will be restricted.

AutoCAD SHX Text Construction limits and phases are delineated on sheets G-102 and G-103. Ingress/egress patterns through work areas will be routed through protective enclosures. Access to work areas will be restricted.

AutoCAD SHX Text Ingress/egress patterns through work areas will be routed through protective enclosures. Access to areas of the work will be controlled by the Contractor coordinating through the HVAMC Safety Office or as designated by the COR.

AutoCAD SHX Text Protective enclosures and barricades/barriers to restrict access are required to be erected and maintained by the Contractor during the work of each phase. Signage requiring PPE for all contract personnel are required.

GENERAL AND SPECIFIC NOTES

G.101

16-88 o n e e i g h o t

B

A

C

D

E

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

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

B

A

C

D

E

F

1601 Summit Avenue

Richmond, Virginia 23230

Office: (804) 726-9540 www.raymondllc.com

CONSULTANTS:

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

r v i c e

D i s a b l t e n a s i n e s s

SDVOSB

CVE

100% SUBMITTAL

FULLY SPRINKLERED

Department of

Veterans Affairs

Office of

Construction and Facilities

Management

MOISTURE INTEGRITY

REPAIRS

Contr. No. #36C24618R0223

HAMPTON, VIRGINIA

590-15-007

2020-1-24

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

110 & 110AMarine Chemist Service, Inc.

11850 TUG BOAT LANE

NEWPORT NEWS, VA 23606-2577

TEL: (737) 873-0933

FAX: (757) 873-1074

www.MarineChemist.com

INDUSTRIAL HYGIENIST:

Jefco Inc.

Architectural Glass Systems 11501 Lakeridge Parkway St100 Ashland, VA 23005 804-798-7823

WINDOWS:

www.jefcoinc.net

Aiken Cost Consultants 19 West Stone Avenue Greenville, SC 29609 Tel: (864)232-9342 Fax: (864)233-2573

COST ESTIMATING:

www.AikenCost.com

NOTE: THIS DRAWING IS DESIGNED TO

BE PRINTED IN COLOR; BLACK & WHITE

REPRODUCTION MAY NOT CONVEY

COMPLETE /ACCURATE INFORMATION.

DRAWING SPECIFIC NOTES:

GENERAL NOTES: SAFETY NOTES:

ABOVE FINISH FLOOR

ACCESS PANEL

ACOUSTIC

ACOUSTICAL TILE

ADJUSTABLE

AIR CONDITIONING

ALTERNATE

ALUMINUM

ANCHOR BOLT

ANODIZE

APPROXIMATE

ARCHITECTURAL

ASPHALT

AUTOMATIC

BASEMENT

BEAM

BEARING

BEVELED

BITUMINOUS

BLOCKING

BOARD

BOTTOM

BRACKET

BRICK

BUILDING

CABINET

CASEWORK

CEILING

CARPET

CEILING HEIGHT

CENTER LINE

CERAMIC

CERAMIC TILE

DAMPPROOFING

DIAGONAL

DIAMETER

DIMENSION

DISPENSER

DOOR

DOWN

DOWNSPOUT

DRAWING

AP

ACST

ACT

ADJ

A/C

ALT

ALUM

AB

ANDZ

APPROX

ARCH

ASPH

AUTO

BSMT

BM

BRG

BEV

BITUM

BLKG

BRD

BOT

BRKT

BRK

BLDG

CAB

CSWK

CLG

CPT

CLG HGT

CEM

C

CER

C.T.

DMPR

DIAG

DIA

DIM

DISP

DR

DN

D.S.

DWG

D.F.

EACH WAY

ELASTOMERIC

ELECTRIC

ELEVATION

ELEVATOR

EMERGENCY

ENCLOSURE

ENTRANCE

EQUAL

EXHAUST

EXISTING

EXPOSED

EXTERIOR

FLUORESCENT

FEET

FOOTING

FOUNDATION

FRAME

FURRING

GAUGE

GALVANIZED

GLASS

GRADE

HOSE BIB

HOT WATER HEATER

INCHES

INSIDE DIAMETER

INSULATION

INSULATED PANEL

INTERIOR

INVERT

INVERT ELEVATION

JOINT

JOIST

KILN DRIED

KNOCKOUT

KICK PLATE

EW

ELAS

ELEC

EWC

EL

ELEV

EMER

ENCL

ENTR

EQ

EXH

EXIST

EXP

EXT

FLUOR

FT

FTG

FDN

FRM

FUR

GA

GALV

GL

GR

H.B.

HWH

IN

ID

INSUL

INT.

INV.

INV EL

JT

JST

KD

KO

K PL

CEMENT

LAMINATED

LAVATORY

LENGTH

LOUVER

MACHINE

MANUFACTURER

MASONRY

MASONRY OPENING

MATERIAL

MAXIMUM

METAL

MEZZANINE

MINIMUM

MISCELLANEOUS

MOLDING

MORTAR

MOUNTED

MOUNTING

PARTITION

PLYWOOD

PLASTER

PLATE

PRESSURE TREATED

RECEPTOR

RECESSED

REFERENCE

REFRIGERATOR

REINFORCEMENT

REINFORCING BAR

REMOVABLE

REQUIRED

REVISION

RISER

ROOF DRAIN

ROOFING

ROOM

ROUGH OPENING

ROUND

LAM

LAV

LG

LVR

MACH

MFR

MAS

MO

MATL

MAX

MTL

MEZZ

MIN

MISC

MLDG

MTR

MTD

MTG

PTN

PWD

PLAS

PL

PTR

REC

REF

REFG

REINF

REBAR

RMV

REQD

REV

R

RD

RFG

RM

RO

RND

SCORED JOINT

SECTION

SHEATHING

SIMILAR

SURFACE

SUSPENDED

SWITCH

TEMPERED GLASS

TERRAZZO

TEXTURED FINISH

THRESHOLD

TONGUE & GROOVE

TOP OF FOOTING

TREAD

TYPICAL

TACKBOARD

THICK(NESS)

METAL TOILET PARTITION

UTILITY

VACUUM

VAPOR BARRIER

VITRIFIED CLAY

VITRIFIED CLAY PIPE

WAINSCOT

WATER CLOSET

WATERPROOFING

WEIGHT

SCD JT

SECT

SHTHG

SIM

SUR

SUSP

SW

T GL

TER

TEX FIN

THRES

T&G

TF

TRD

TYP

TKBD

THK

MTP

UNO

UTIL

VAC

VC

VCP

WSCT

WC

WP

WPMBR

WT

AMPERE A, AMP

BUILT-UP ROOFING BUR

BLOCK BLK

BRITISH THERMAL UNITS

L

CAST IRON CI

EQUIPMENT EQUIP

EXPANSION JOINT EXP JT

FIRE HYDRANT FH

FIRE HOSE CABINET FHC

FIRE EXTINGUISHER FE

FINISHED FLOOR FF

FINISH FIN

FLOOR DRAIN FD

GOVERNMENT GOVT

HORSEPOWER HP

HYDRANT HYD

JANITOR JAN

JUNCTION JCT

KILOWATT

KILOVOLT-AMPERE

KW

KVA

LONG LEG HORIZONAL LLH

LONG LEG VERTICAL LLV

MULLION MULL

PT

PSF

PSI

PRELIMINARY

PRELIM

PROFILE

PF

POUNDS LBS

QUARRY TILE QT

RADIUS

RAD

REGISTER REG

RELRELOCATED

RIGHT OF WAY R/W

SANITARY SEWER SAN

SERVICE SERV

SINGLE POLE SP

SPDT

SWITCH SWSWITCHBOARD SWBD

SWITCHGEAR SWGR

TOP OF WALL TW

TELEPHONE TEL

TEMPORARY TEMP

TOP AND BOTTOM T&B

TOP OF STEEL TOS

TOP OF SLAB TS

UNDERGROUND UG

URINAL UR

VERTICAL

VINYL COMPOSITION TILE

VINYL BASE VB

VCT

VERT

VB

VEHICLE VEH

VESTIBULE VEST

VWR

VOLUME VOL

WET BULB WB

WATER LEVEL WL

WELDED WIRE MESH WWM

BTU

AFF

CLEAR OR

DRINKING FOUNTAIN

ELECTRIC WATER COOLER

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

SINGLE POLE, DOUBLE THROW

UNLESS NOTED OTHERWISE

VERTICAL WALL REINFORCING

WATERPROOF MEMBRANE

CPT

CARPET TILE

CLEARANCE

CLR

SINGLE POLE, SINGLE THROW

COLUMN

CONCRETE

CONSTRUCTION

CONTINUOUS

CONTROL JOINT

COL

CONC

CONST

CONT

C.J.

GROUND

HANDRAIL

HARDWARE

HEIGHT

HEATING, VENTILATING,

HEAVY

GND

GWB

HNDRL

HDW

H, HGT

HVY

NOT TO SCALE

NUMBER

OFFICE

ON CENTER

OPENING

OUTSIDE DIAMETER

OVERALL

NTS

NO

OFF

OC

OPNG

OD

OA

SOUND TRANSMISSION CLASS.

SPECIFICATION

SQUARE

SQUARE FOOT

STAGGERED

STANDARD

STEEL

STAINLESS STEEL

STORAGE

WIRE GLASS

WIDE FLANGE

WITH

WITHOUT

WOOD

STC

SPEC

SQ

SQ FT

STAG

STD

STL

SST

STOR

WGL

WF

W/

W/O

WD

CLEANOUT

CO

CMU

COLD WATER

CW

CONNECTION

CONN

& AIR CONDITIONING HVAC

OPPOSITE OPP

SPST

W

EXTRA STRENGTH

TRANSFORMER

X-STR

XFMR

CONCRETE MASONRY UNITS

GYPSUM WALLBOARD

WIDTH/WIDE

HOLLOW CORE

HOLLOW METAL

H.C.

HM

PAINTED

PAIR

PANEL

PTD

PR

PNL

CFM

HORIZONTAL HORIZ

HIGH STRENGTH HS

HERTZ HZ

OVERHEAD OVHD, OH

STORM DRAIN SD

SINGLE THROW ST

STRUCTURAL STR

CUBIC FEET PER MINUTE

PAVER TILE PVR

ACOUST. WALL PANEL AWP

EPOXY EPXY

GLAZED GLZD

NATURAL GRADE NAT GR

NOMINAL

NOT IN CONTRACT

NOM

NIC

NEUTRAL NEUT

INSUL PNL

COMMON ABBREVIATIONS: GRAPHIC CONVENTIONS:

X

X

16-88

XXXX

DRAFTING CONVENTIONS:

15 April 2020

AutoCAD SHX Text

1. ALL SAFETY NOTES ARE APPLICABLE TO ALL ASPECTS OF THE WORK. ALL SAFETY NOTES ARE APPLICABLE TO ALL ASPECTS OF THE WORK. 2. THE REQUIREMENTS OF THE GENERAL CONDITIONS AND SPECIFICATIONS ARE APPLICABLE TO ALL ASPECTS OF THE WORK. THE REQUIREMENTS OF THE GENERAL CONDITIONS AND SPECIFICATIONS ARE APPLICABLE TO ALL ASPECTS OF THE WORK. 3. THE SAFETY AND PRIVACY OF PATIENTS, VISITORS, AND STAFF IS PARAMOUNT AT ALL TIMES. THE SAFETY AND PRIVACY OF PATIENTS, VISITORS, AND STAFF IS PARAMOUNT AT ALL TIMES. 4. WORK MAY NOT PROCEED UNTIL ALL REQUIRED SAFETY PROTECTIONS AND PROTOCOLS ARE IN PLACE, INCLUDING BUT NOT WORK MAY NOT PROCEED UNTIL ALL REQUIRED SAFETY PROTECTIONS AND PROTOCOLS ARE IN PLACE, INCLUDING BUT NOT LIMITED TO BARRIERS, OVERHEAD PROTECTION, SAFETY MARKINGS/SIGNAGE, AND PROVISIONS FOR PRIVACY. 5. ALL EQUIPMENT, INCLUDING PERSONAL PROTECTION EQUIPMENT, MUST COMPLY WITH ALL SAFETY STANDARDS AND ALL EQUIPMENT, INCLUDING PERSONAL PROTECTION EQUIPMENT, MUST COMPLY WITH ALL SAFETY STANDARDS AND CONSTRUCTION PROTOCOLS, INCLUDING OSHA. 6. ALL ASPECTS OF THE WORK ARE SUBJECT TO INSPECTION(S) BY THE CONTRACTING OFFICER'S DESIGNATED SAFETY ALL ASPECTS OF THE WORK ARE SUBJECT TO INSPECTION(S) BY THE CONTRACTING OFFICER'S DESIGNATED SAFETY OFFICER. SAID INSPECTION(S) MAY OCCUR WITHOUT PRIOR NOTIFICATION. CONTRACTOR MUST COMPLY WITH ALL RECOMMENDATIONS RESULTING FROM SAID INSPECTIONS. 7. MAINTAIN ON SITE, AT THE AREA OF THE WORK, COPIES OF MSDS INFORMATION SHEETS FOR ALL MATERIALS BEING USED MAINTAIN ON SITE, AT THE AREA OF THE WORK, COPIES OF MSDS INFORMATION SHEETS FOR ALL MATERIALS BEING USED AT THAT PARTICULAR AREA OF THE WORK. 8. AT NO TIMES SHALL BARRICADES, SCAFFOLDING, OVERHEAD PROTECTIONS, MARKINGS, ETC. PREVENT OR INHIBIT ACCESS TO AT NO TIMES SHALL BARRICADES, SCAFFOLDING, OVERHEAD PROTECTIONS, MARKINGS, ETC. PREVENT OR INHIBIT ACCESS TO ENTRANCES, EXITS, EXIT DISCHARGES, ETC. FOR EMERGENCY VEHICLES AND FIRST RESPONDERS. 9. CLEARLY MARK AND PROVIDE BARRIERS FOR ALL CONTRACTOR LIFTING AREAS, INCLUDING DELINEATION OF ACCESS CLEARLY MARK AND PROVIDE BARRIERS FOR ALL CONTRACTOR LIFTING AREAS, INCLUDING DELINEATION OF ACCESS PATHWAYS. PROVIDE PERSONNEL TO MONITOR AND WARN NON-CONTRACTOR PERSONNEL WHEN ACCESS PATHWAYS ARE IN USE. 10. PARK LIFTING EQUIPMENT IN DESIGNATED AREAS ONLY. DO NOT LEAVE EQUIPMENT/VEHICLES UNATTENDED UNLESS PARK LIFTING EQUIPMENT IN DESIGNATED AREAS ONLY. DO NOT LEAVE EQUIPMENT/VEHICLES UNATTENDED UNLESS PARKED IN DESIGNATED AREAS AND LOCKED/SECURED. 11. SEAL ALL WINDOWS, LOUVERS, THRU WALL OPENINGS, ETC., FROM THE INTERIOR OF THE BUILDING AS DETAILED HERE-IN. SEAL ALL WINDOWS, LOUVERS, THRU WALL OPENINGS, ETC., FROM THE INTERIOR OF THE BUILDING AS DETAILED HERE-IN. COORDINATE ACCESS TO AND SEALING OF WINDOWS WITH THE CONTRACTING OFFICER'S REPRESENTATIVE. INSTALLATION AND REMOVAL OF WINDOW SEALS SHALL BE PERFORMED DURING OFF HOURS AS INDICATED IN THE GENERAL CONDITIONS AND SPECIFICATIONS, WITH THE CONTRACTING OFFICER'S PRIOR APPROVAL. 12. AT EACH ENTRANCE, EXIT, EXIT DISCHARGE, WALKWAY, ETC., WHICH IS BENEATH OVERHEAD ACTIVITIES PROVIDE OVERHEAD AT EACH ENTRANCE, EXIT, EXIT DISCHARGE, WALKWAY, ETC., WHICH IS BENEATH OVERHEAD ACTIVITIES PROVIDE OVERHEAD PROTECTION AS HERE-IN INDICATED TO A DISTANCE OF THIRTY (30) FEET FROM THE VERTICAL FACE OF THE BUILDING. SUBMIT TO THE CONTRACTING OFFICER FOR HIS APPROVAL A SKETCH DELINEATING THE EXTENT OF EACH OVERHEAD PROTECTION TO BE PROVIDED FOR HIS APPROVAL. DO NOT ERECT OVERHEAD PROTECTIONS UNTIL APPROVED BY THE CONTRACTING OFFICER'S REPRESENTATIVE. 13. SOME OVERHEAD WORK AT ENTRANCES, EXITS, EXIT DISCHARGES, ETC. MAY REQUIRE OFF-HOURS AND/OR WEEKEND WORK. SOME OVERHEAD WORK AT ENTRANCES, EXITS, EXIT DISCHARGES, ETC. MAY REQUIRE OFF-HOURS AND/OR WEEKEND WORK. COORDINATE EACH LOCATION WITH THE CONTRACTING OFFICER'S REPRESENTATIVE FOR FINAL DETERMINATION. 14. PROTECT ALL EQUIPMENT, PIPING, TRANSFORMERS, AIR HANDLERS, ROOF(S), LANDSCAPING, ETC., FROM OVERHEAD WORK. PROTECT ALL EQUIPMENT, PIPING, TRANSFORMERS, AIR HANDLERS, ROOF(S), LANDSCAPING, ETC., FROM OVERHEAD WORK. 15. EQUIPMENT AND MATERIALS FOR OVERHEAD WORK, INCLUDING SPARE/EXCESS SCAFFOLDING COMPONENTS, MAY NOT BE EQUIPMENT AND MATERIALS FOR OVERHEAD WORK, INCLUDING SPARE/EXCESS SCAFFOLDING COMPONENTS, MAY NOT BE STORED AT GROUND LEVEL ON SITE. 16. AT AREAS OF THE WORK REQUIRING UTILITIES SUCH AS WATER, ELECTRICITY, COMPRESSED AIR, ETC., PROVIDE WARNINGS AT AREAS OF THE WORK REQUIRING UTILITIES SUCH AS WATER, ELECTRICITY, COMPRESSED AIR, ETC., PROVIDE WARNINGS AND PROTECTIONS ALONG THE ENTIRE PATH OF SAID UTILITIES TO PROTECT AND WARN THE PUBLIC OF THEIR PRESENCE. COORDINATE PROPOSED PATHWAYS OF UTILITIES WITH THE CONTRACTING OFFICER'S REPRESENTATIVE FOR APPROVAL PRIOR TO INSTALLATION. 17. LOCATE NOISE GENERATING EQUIPMENT, SUCH AS AIR COMPRESSORS, GENERATORS, PUMPS, ETC. AS FAR AS PRACTICAL LOCATE NOISE GENERATING EQUIPMENT, SUCH AS AIR COMPRESSORS, GENERATORS, PUMPS, ETC. AS FAR AS PRACTICAL FROM THE BUILDING. COORDINATE LOCATIONS WITH THE CONTRACTING OFFICER'S REPRESENTATIVE FOR APPROVAL PRIOR TO PLACEMENT.

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1. ALL NOTES ON ALL DRAWINGS ARE CALLED OUT THUS: ALL NOTES ON ALL DRAWINGS ARE CALLED OUT THUS: 2. ALL PROVISIONS AND REQUIREMENTS OF THE GENERAL CONDITIONS OF THE CONTRACT AND OF THE PROJECT ALL PROVISIONS AND REQUIREMENTS OF THE GENERAL CONDITIONS OF THE CONTRACT AND OF THE PROJECT MANUAL/SPECIFICATIONS ARE APPLICABLE TO ALL ASPECTS OF THE WORK, WHETHER DIRECTLY STATED OR NOT. 3. IN ALL INSTANCES THE CONTRACTOR SHALL PREPARE EXISTING CONSTRUCTION WHICH REMAINS TO RECEIVE NEW WORK AS IN ALL INSTANCES THE CONTRACTOR SHALL PREPARE EXISTING CONSTRUCTION WHICH REMAINS TO RECEIVE NEW WORK AS INDICATED.. 4. ALL ROOF AREAS AND PARAPET WALLS ABOVE THE ROOF LINE(S) ARE NOT INCLUDED IN THIS SCOPE OF WORK, UNLESS ALL ROOF AREAS AND PARAPET WALLS ABOVE THE ROOF LINE(S) ARE NOT INCLUDED IN THIS SCOPE OF WORK, UNLESS SPECIFICALLY NOTED OTHERWISE. WHEN IN DOUBT AS TO THE LINE OF DEMARCATION, REQUEST CLARIFICATION IN WRITING FROM THE CONTRACTING OFFICER'S REPRESENTATIVE. 5. EVERY EFFORT HAS BEEN MADE TO DOCUMENT EXISTING CONDITIONS TO THE GREATEST EXTENT POSSIBLE, HOWEVER, NOT EVERY EFFORT HAS BEEN MADE TO DOCUMENT EXISTING CONDITIONS TO THE GREATEST EXTENT POSSIBLE, HOWEVER, NOT ALL CONDITIONS MAY BE REPRESENTED ON THE DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING CONDITIONS, DIMENSIONS, ACCESSES, CLEARANCES, ETC. WHICH MAY AFFECT THE WORK AND FOR REPORTING SAME TO THE CONTRACTING OFFICER.. 6. THE CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING VARIATIONS IN EXISTING CONDITIONS WHICH HAVE POTENTIAL TO THE CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING VARIATIONS IN EXISTING CONDITIONS WHICH HAVE POTENTIAL TO ADVERSELY IMPACT THE WORK OF THIS PROJECT, AND FOR REPORTING THE SAME TO THE CONTRACTING OFFICER. 7. QUANTITATIVE INDICATIONS OF "AREAS" OF WORK ARE GENERAL, AND MAY NOT ENCOMPASS IN DETAIL THE QUANTITY OF QUANTITATIVE INDICATIONS OF "AREAS" OF WORK ARE GENERAL, AND MAY NOT ENCOMPASS IN DETAIL THE QUANTITY OF THAT PARTICULAR WORK REQUIRED. 8. REPRESENTATIONS OF ROOF LINES AND PARAPET PROFILES ARE APPROXIMATIONS AND DO NOT ALWAYS INCORPORATE REPRESENTATIONS OF ROOF LINES AND PARAPET PROFILES ARE APPROXIMATIONS AND DO NOT ALWAYS INCORPORATE ROOF SLOPES, CRICKETS, ETC. 9. THROUGHOUT THE DRAWING SET PHOTOGRAPHS OF VARIOUS EXISTING CONDITIONS ARE PROVIDED FOR INFORMATIONAL THROUGHOUT THE DRAWING SET PHOTOGRAPHS OF VARIOUS EXISTING CONDITIONS ARE PROVIDED FOR INFORMATIONAL PURPOSES ONLY AS EXAMPLES ONLY OF EXISTING CONDITIONS. PHOTOGRAPHS ARE NOT INDICATIVE OF SCOPE AND/OR QUANTITIES OF WORK. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS, DIMENSIONS, SCOPES AND QUANTITIES.

AutoCAD SHX Text 1-0. WHETHER DIRECTLY INDICATED OR NOT, IT IS THE INTENT THAT ALL DRAWING SPECIFIC NOTES APPLY ACROSS THE ENTIRE BUILDING ENVELOPE OF BOTH BUILDING 110 AND 110A. 1-1. IN EACH AREA OF THE WORK SEAL WINDOWS ON INTERIOR SIDE AS INDICATED. COORDINATE ACCESS TO EACH WINDOW WITH THE CONTRACTING OFFICER'S REPRESENTATIVE PRIOR TO BEGINNING WORK, INCLUDING DAILY INSPECTIONS. TAKE CARE TO NOT DISTURB EXISTING WINDOW FINISHES. INSPECT EACH SEALED WINDOW DAILY AND RE-SEAL AS NECESSARY. WHEN WORK IS COMPLETED AND ACCEPTED REMOVE ALL MATERIALS AND CLEAN WINDOW FRAME COMPLETELY. MATERIALS MAY NOT BE REUSED. USE OF DUCT TAPE, MASKING TAPE, PAINTER'S TAPE, PACKING TAPES, ETC. AS SEAL AGENT IS NOT PERMITTED. SEE DETAIL 2/A-1.03. 1-2. THE SCOPE OF WORK INCLUDES ALL PARAPETS AND COPINGS, INCLUDING ORNAMENTATION AND FENESTRATION, ON THE "FRONT" FACES OF BUILDING ELEVATIONS, AND ON THE BACKSIDE OF PARAPETS DOWN TO THE EXISTING ROOF OCUNTERFLASHING. SEE 4/A-302 AND 6/A-302 FOR EXAMPLES OF TYPICAL DELINEAITONS. 1-3. PHOTOGRAPHS INCLUDED IN THIS DRAWING SET ARE INTENDED TO EXEMPLIFY TYPICAL CONDITIONS, AND AS SUCH DO NTO QUANTIFY OR LIMIT THE EXTENT OF SUCH CONDITIONS. 1-4. STONEWORK AT THE ORIGINAL FRONT ENTRANCE OF BUILDING 110 (FRONT PORCH) UP TO THE FACE OF MASONRY PLANE IS NOT INCLUDED IN THE SCOPE OF WORK AND SHALL NOT BE DISTURBED. EXCEPT AS NOTED, ORIGINAL WINDOWS UNDER THE FORNT PORCH CANOPY ARE NOT INCLUDED IN THE SCOPE OF WORK AND SHALL NOT BE DISTURBED. 4-1. AREA OF DISPLACED BRICK AND FAILED MORTAR JOINTS. REMOVE EXISTING OUTER BRICK VENEER UNTIL SOUND BRICK/MORTAR IS FOUND. SALVAGE AND CLEAN REMOVED BRICK FOR RE-USE TO THE GREATEST EXTENT POSSIBLE. PROVIDE NEW BRICK TO MATCH EXISTING WHERE NECESSARY. MIX OLD/NEW BRICK SO AS TO ACHIEVE AN EVEN DISTRIBUTION ACROSS AREA TO BE REPAIRED. PREPARE EXISTING CONSTRUCTION TO RECEIVE NEW WORK. REINSTALL BRICK TO MATCH EXISTING ADJACENT EXTERIOR ENVELOPE. 4-2. DISLOCATED BRICK AND MORTAR JOINTS AT EXISTING SCUPPER/DOWNCONDUCTOR. REMOVE SCUPPER AND DOWNCONDUCTOR AS NECESSARY TO DETERMINE CAUSE. REMOVE AND SALVAGE EXISTING BRICK FOR RE-USE IN THE WORK. REINSTALL BRICK TO MATCH EXISTING ADJACENT EXTERIOR ENVELOPE. REINSTALL SCUPPER AND DOWNCONDUCTOR. 4-3. TYPICAL: REMOVE ALL EFFLUORESCENCE FROM FACE OF MASONRY; AREAS OF PARTICULARLY HEAVY ACCUMULATION ARE CALLED OUT DISTINCTLY. PREPARE EXISTING CONSTRUCTION TO REMAIN TO RECEIVE NEW WORK AS INDICATED. 4-4. REPAIR CRACK/DAMAGE TO STONE SILL/FENESTRATION AS SPECIFIED. 4-5. TYPICAL FOR ALL: REMOVE ALL SEALANT/CAULK FROM WINDOWS EXTERIOR, INCLUDING BACKER ROD AND OTHER CONCEALED MATERIALS. PREPARE EXISTING CONSTRUCTION TO REMAIN TO RECEIVE NEW WORK AS INDICATED. 4-6. RAKE/CLEAN MORTAR JOINTS IN AREA INDICATED UNTIL SOUND MORTAR IS FOUND. REPOINT JOINT WITH MORTAR FORMULATED TO MATCH EXISTING ORIGINAL MORTAR. 4-7. IT IS THE INTENT OF THIS SCOPE OF WORK TO POWER WASH THE ENTIRE EXTERIOR OF BUILDING, INCLUDING STONEWORK AND COPINGS AT PARAPETS, TO REMOVE CONTAMINANTS AND FOREIGN MATERIALS SUCH AS DIRT, VEGETATIVE GROWTH, ETC. WHICH WOULD IMPAIR/PREVENT PROPER INSTALLATION OF NEW WORK. POWER WASH AT LOW PRESSURE SO AS NOT TO CAUSE DAMAGE (EROSION) TO EXISTING MATERIALS. ALL CLEANING AGENTS MUST BE SAFE FOR USE IN CONJUNCITON WITH OWNER'S EXISTING LANDSCAPING; DO NOT USE CLEANING AGENTS WHICH CONTAIN CHLORINES (BLEACH) OR OXIDIZERS. CLEANING METHODOLOGY AND AGENTS MUST BE ACCEPTABLE TO MANUFACTURER OF ELASTOMERIC SILICON SEALANT SYSTEM. PROTECT AREAS NOT IN THE IMMEDIATE PHASE OF WORK FROM OVERSPRAY. CLEAN ALL SURFACES TO A UNIFORM APPEARANCE, WITHOUT "HI/LOW" OR "BRIGHT" SPOTS. 4-8. TYPICAL FOR ALL WINDOW HEAD LINTELS: REMOVE EXISTING COATING FROM FACE OF CAMBERED JOINT. REMOVE MORTAR FROM CAMBERED JOINT AND LINTEL ENDS. CLEAN JOINT OF ALL FOREIGN MATERIALS. EXAMINE EXISTING LINTEL AND IF ITS INTEGRITY IS IN QUESTION SO NOTIFY THE CONTRACTING OFFICER. RE-MORTAR JOINT WITH MORTAR FORMULATED TO MATCH EXISTING MORTAR; INSTALL SASH CORD WEEPS AS INDICATED; REMOVE SASH CORDS ONCE MORTAR HAS SET BUT WILL NOT COLLAPSE WEEP HOLES. TOOL FACE OF NEW MORTAR BEHIND FACE OF BRICK TO PREVENT WICKING OF MOISTURE ONTO FACE OF JOINT. 4-9. REPAIR/REPLACE DAMAGED BRICK, USING SALVAGED BRICK WHERE APPROPRIATE, OR NEW BRICK TO MATCH EXISTING ADJACENT BRICK, AND MORTAR FORMULATED TO MATCH EXISTING ADJACENT MORTAR. 4-10. CLEAN CRACK IN EXISTING BRICK MASONRY. FILL CRACK WITH CLEAR SEALANT AND TOOL FLUSH WITH SURFACE OF MASONRY. 4-11. REMOVE CAULK/SEALANT FROM MORTAR JOINTS. RAKE JOINTS CLEAN AND FREE OF ALL FOREIGN MATERIALS. REPOINT JOINTS WITH MORTAR FORMULATED TO MATCH EXISTING ADJACENT JOINTS, 4-12. REMOVE MORTAR FROM JOINT AT BOTH ENDS OF LINTEL WHERE DETERIORATION OF JOINT AND/OR LINTEL IS EVIDENCED, I.E. RUST HEAVE, DISPLACEMENT, ETC. EXAMINE CONDITION OF LINTEL AND REPORT SAME TO CONTRACTING OFFICER IF LINTEL'S INTEGRITY APPEARS COMPROMISED. FILL JOINT WITH MORTAR FORMULATED TO MATCH ORIGINAL EXISTING MORTAR. INSTALL ONE (1) SASH CORD WEEP AT EACH EXTREME END OF LINTEL. REMOVE SASH CORD WHEN MORTAR HAS SET AND WILL NOT DEFORM. 7-1. EXISTING EXPANSION JOINT: REMOVE ALL DEBRIS AND FOREIGN MATERIALS FROM JOINT, CLEAN JOINT FOR ENTIRE HEIGHT OF BUILDING AND PREP FOR INSTALLATION OF NEW EXPANSION JOINT AS SPECIFIED. 7-2. EXISTING VERTICAL CONTROL JOINT: REMOVE ALL SEALANTS, CAULKS, BACKER ROD AND OTHER FOREGIN MATERIALS FROM JOINT FOR ENTIRE HEIGHT OF JOINT. CLEAN JOINT SURFACES AND PREPARE TO RECEIVE NEW WORK AS INDICATED. 7-3. APPLY SEALER COATING TO ALL MASONRY AND CAST/NATURAL STONE, INCLUDING NEW WORK, AS SPECIFIED. APPLY SEALER WITH ROLLERS, UNIFORMLY, IN TWO (2) COATS, ALLOWING TO CURE AS SPECIFIED. 7-4. REMOVE EXISTING SEALANT/CAULK FROM MORTAR JOINT. RAKE/CLEAN JOINT UNTIL SOUND MORTAR IS FOUND. REPOINT WITH MORTAR FORMULATED TO MATCH EXISTING ORIGINAL MORTAR. 7-5. TYPICAL FOR ALL: REMOVE ALL SEALANT/CAULK FROM WINDOWS. PREPARE EXISTING CONSTRUCTION TO RECEIVE NEW WORK AS INDICATED. 7-6. CLEAN/PREPARE JOINT. PROVIDE NEW BACKER ROD AND SEALANT AS SPECIFIED. 7-7. EXISTING HORIZONTAL CONTROL JOINT: REMOVE ALL SEALANTS/CAULKS, BACKER ROD, AND OTHER FOREIGN MATERIALS FROM JOINT FOR ENTIRE LENGTH OF JOINT, ALONG THE ENTIRE FACE OF THE BUILDING. CLEAN JOINT SURFACES AND PREPARE TO RECEIVE NEW WORK AS INDICATED. 7-8. FILL GAP/VOID BETWEEN WINDOW RECEIVER AND MASONRY OPENING WITH EXPANDING FOAM INSULATION/SEALANT; FILL FOR ENTIRE HEIGHT OF WINDOW, FROM HEAD TO STONE SILL. 7-9. AT EXISTING LOUVERS INDICATED TO REMAIN, REMOVE EXISTING CAULK/SEALANT AND BACKER ROD MATERIALS; PREPARE EXISTING JOINT AS RECOMMENDED BY MANUFACTURER, AND INSTALL NEW BACKER ROD AND SEALANT. 8-1. CLEAN ALL DIRT, DEBRIS, FOREIGN MATERIALS, ETC. FROM WINDOW FRAME SILL INTERIOR. CLEAN EXISTING WEEP HOLES AND ENSURE THEY ARE UNOBSTRUCTED AND FUNCTIONING PROPERLY. 8-2. INSPECT ALL STOREFRONT WINDOWS FOR DEFECTS, MISSING PARTS, DAMAGED/FAILED GASKETS, OBSTRUCTED DRAINAGE PATHWAYS, ETC. AND REPLACE AS NECESSARY. CLEAR ALL DRAINAGE PATHWAYS AND WEEP HOLES AND ENSURE THEY FUNCTION PROPERLY. TEST STOREFRONT WINDOWS FOR MOISTURE INTEGRITY AS SPECIFIED. 9-1. SCRAPE, CLEAN, PREPARE AND REPAINT EXISTING GALVANIZED METAL HOOD AS SPECIFIED. REMOVE EXISTING SEALANT/CAULK FROM PERIMETER OF HOOD FLANGE AND SEAL WITH NEW SEALANT AND BACKER ROD (IF EXISTING CONDITION PERMITS). 23-1. TYPICAL FOR ALL: REMOVE EXISTING GRILLE/LOUVER AT THRU WALL HVAC UNIT AND REPLACE WITH NEW GRILLE/LOUVER AS INDICATED. 23-2. REMOVE EXISTING LOUVER, FRAME, AND ACCESSORIES. PREPARE OPENING TO RECEIVE NEW LOUVER, FRAME AND ACCESSORIES. 23-3. EXISTING LOUVERS TO REMAIN: CLEAN, PRIME, AND PAINT. IF CONDITION OF LOUVER IS SUCH THAT RETENTION IS NOT ADVISABLE NOTIFY THE C.O.R. IN WRITING FOR DIRECTION.

AutoCAD SHX Text THE SPECIFICATIONS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND OTHER DIVISION 01 SPECIFICATION SECTIONS, APPLY TO THE WORK INDICATED ON THIS SHEET. REFER TO SHEET G-101 FOR SAFETY NOTES, GENERAL NOTES, AND DRAWING SPECIFIC NOTES. THE SAFETY NOTES, GENERAL NOTES, AND DRAWING SPECIFIC NOTES ON SHEET G-101 ARE INCLUDED AS PART OF AND APPLICABLE TO THE WORK INDICATED ON THIS SHEET.

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PHASING PLAN

BUILDINGS 110 & 110A

G.102

RKPRKP

BUILDING NO. 135

BUILDING NO. 168

BUILDING NO. 110B

PHASE 1

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NOTE: ENTIRETY OF BLDG. 110A

MECHANICAL PENTHOUSE IS PHASE 18

NOTE:

PHASING PLAN IS SCHEMATIC AND DOES

NOT INDICATE MINUTE DETAIL OF BUILDING

EXTERIOR. PHASES WILL OVERLAP.

UNLESS NOTED OTHERWISE, PHASES

EXTEND FULL HEIGHT FROM GROUND OR

ROOF TO TOP OF BUILDING, INCLUDING

PENTHOUSES AND SETBACKS/STEPBACKS.

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o n e e i g h o t

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

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

B

A

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E

F

1601 Summit Avenue

Richmond, Virginia 23230

Office: (804) 726-9540 www.raymondllc.com

CONSULTANTS:

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

r v i c e

D i s a b l t e n a s i n e s s

SDVOSB

CVE

100% SUBMITTAL

FULLY SPRINKLERED

Department of

Veterans Affairs

Office of

Construction and Facilities

Management

MOISTURE INTEGRITY

REPAIRS

Contr. No. #36C24618R0223

HAMPTON, VIRGINIA

590-15-007

2020-1-24

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

110 & 110AMarine Chemist Service, Inc.

11850 TUG BOAT LANE

NEWPORT NEWS, VA 23606-2577

TEL: (737) 873-0933

FAX: (757) 873-1074

www.MarineChemist.com

INDUSTRIAL HYGIENIST:

Jefco Inc.

Architectural Glass Systems 11501 Lakeridge Parkway St100 Ashland, VA 23005 804-798-7823

WINDOWS:

www.jefcoinc.net

Aiken Cost Consultants 19 West Stone Avenue Greenville, SC 29609 Tel: (864)232-9342 Fax: (864)233-2573

COST ESTIMATING:

www.AikenCost.com

NOTE: THIS DRAWING IS DESIGNED TO

BE PRINTED IN COLOR; BLACK & WHITE

REPRODUCTION MAY NOT CONVEY

COMPLETE /ACCURATE INFORMATION.

15 April 2020

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PUBLIC

CORRIDOR

CORRIDOR

PRIVATE

TOILET PRIVATE RM

PRIVATE

TOILET

PRIVATE RM

ELEV #6 MEDS RM

NURSE

CORRIDOR

DIALYSIS

NURSE

SOILED STAFF

CLEAN

PRIVATE

TOILET PRIVATE RM

PRIVATE RMPRIVATE

TOILET

LINEN

NOURISHMENT

ELECTRICAL

VESTIBULE

RECEPTION/

STAIRS #4

CONFERENCE RM

PUBLIC

CHIEF NURSE

OFFICE

EXAM RM

EQUIPMENT

STORAGE

HAC

MALE

FEMALE

ELECT CLOSET

STAFF LOUNGE

STAFF TOILET

WATER

PREP

BIO MED EQUIP

TESTING

STORAGE RM

CORRIDOR

CGD-1

CORRIDOR

TELECO.

RM

CG01A

CG01

SGC-SUB

EBG-9 EBG-8

CG03

CGC-2

CG02A

CG02

EMS STORAGE

EMS STORAGE

STAIR

SUB-BASEMENT

ELEV #9 ELEV #8

MECH RM

CORRIDOR

LINEN STORAGE

LINEN

SHOOTOFFICE

MH AND BS

OFFICE

BG15C

MORGUE STORAGE

WORKER

AUTOPSY AREA

UNION ATM

UNION ATM

STORAGE CLOSET

TOILET

PATIENT TRAINING RM

STATION 1

STATION 2

BAYS

NURSE STATION 3

SUPPLY RM

TOILETUTILITY RM

CLOSET

STORAGE

WAITING

TOILET

LOCKERS

LOCKERS

CONCENTRATE

PATIENT CLOTHING RM

EMS LOUNGECLOSETCLINIC WAITING

TOILET

UTILITY

SLEEP/PLUM

DERM

LOUNGE

DIALYSIS STORAGE

DG18

CLOSET

DATA

DN

UP

UP

DN

DN

EQUIP

CG56B

CG56A

SCG7

CG56

CG56D CG56C

CG49

CG47A

CG47

CG47B

CG44

CG46

CG113

CCG-3

ECG7

SCG6

CG42

CG48

CCG-4

CG58A

CG48A

CG48A.1

CG58E

CG48B.1

CG52

CG50

CG48B

CCG-5

CG58

CG54B

CG54

CG54A

CG57

CORRIDOR

CORRIDOR

CORRIDOR

WOMENS SHOWER

ANTEROOM

HAC RM

MENS SHOWER

STERILIZER RM

RM

CONTAMINATION AREA

CLOSET RM

ELECTRICAL

BREAKOUT

STAIRS #7

CLEAN STORAGE

OFFICE OFFICE

BREAK RM

RM

CORRIDOR

OFFICE

OFFICE

ASST CHIEF

ELECTRICAL RM

MECH RM

STAIRS #6

ELEV #7

CLEAN ANTEROOM

STERILIZER WORKRM

STERILE STORAGE

WOMENS TOILET

ANTEROOM

MENS TOILET

RECEIVING

CG58B

ANTEROOM

CG58C

HAC

TELECOM

M E

D I C

I N

E

P

A S

S T

H R

O U

G H

M E

D I C

I N

E

P A

S S

T

H R

O U

G H

M E

D I C

I N

E

F

R I D

G E

ONCOLOGY CABINET

GC-114

GC-113

GC-100A

GC-110

GC-109

GC-106

GC-105

GC-104

CGC-33

SGC4

CGC-30 GC-103A

GC-103 GC-102

GC-102A

CGC-28

GC-101C

GC-101B

GC-101A

GC-101

GC-100I

GC-100H

GC-100L

CGC-34

GC-108

GC-100G

GC-107

CORRIDOR

VESTIBULE

CORRIDOR

CORRIDOR

GC-100

PHARMACY

DRUG RECG

CONTROLLED DRUG

STORAGE

TEMP AD MIXTURE/

CONFERENCE RM

HAC

WAITING

SECRETARY

CHIEF

ASST CHIEF

ONCOLOGY

MENS

LOCKER RM

STAFF MENS

TOILET

GC-102B

STAFF MENS

SHOWERWOMENS

LOCKER

STAFF WOMENS

TOILET

GC-103B

STAFF WOMENS

SHOWER

REPRODUCTION

OPER SUPER

MAIL DIST

ELEC RM

TELE/COMM

SOILED LINENADP

EQUIPMENT

SCHED/TRAVEL

RX CASHIER

STAIRS #4

EGC

ELEVATORS

STORAGE

TO BLDG 110 A

TO BLDG 110 B

TO BLDG 110 B TO BLDG 110 A

TO BLDG 110

TO BLDG 110 A

SAFETY & PROTECTIONS SCHEMATIC

BUILDINGS 110 & 110A

G.103

RKPRKP

BUILDING NO. 135

BUILDING NO. 168

EXISTING

RETAINING

WALL

EXISTING

RETAINING

WALL

G R

E E

N H

O U

S E

SIDEWALK, TYP.

30'-0" OVERHEAD

PROTECTION

PERIMETER

THIS ENTIRE AREA IS A

SERVICE VEHICLE AND

PEDESTRIAN ACCESS

COURTYARD

o n e e i g h o t

B

A

C

D

E

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

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

B

A

C

D

E

F

1601 Summit Avenue

Richmond, Virginia 23230

Office: (804) 726-9540 www.raymondllc.com

CONSULTANTS:

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

r v i c e

D i s a b l t e n a s i n e s s

SDVOSB

CVE

100% SUBMITTAL

FULLY SPRINKLERED

Department of

Veterans Affairs

Office of

Construction and Facilities

Management

MOISTURE INTEGRITY

REPAIRS

Contr. No. #36C24618R0223

HAMPTON, VIRGINIA

590-15-007

2020-1-24

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

110 & 110AMarine Chemist Service, Inc.

11850 TUG BOAT LANE

NEWPORT NEWS, VA 23606-2577

TEL: (737) 873-0933

FAX: (757) 873-1074

www.MarineChemist.com

INDUSTRIAL HYGIENIST:

Jefco Inc.

Architectural Glass Systems 11501 Lakeridge Parkway St100 Ashland, VA 23005 804-798-7823

WINDOWS:

www.jefcoinc.net

Aiken Cost Consultants 19 West Stone Avenue Greenville, SC 29609 Tel: (864)232-9342 Fax: (864)233-2573

COST ESTIMATING:

www.AikenCost.com

INTERIOR

DOORS TO

BLDG. 135

EXTEND TO

FACE OF BLDG.

OVERHANG ABOVE

NOTE: THIS DRAWING IS DESIGNED TO

BE PRINTED IN COLOR; BLACK & WHITE

REPRODUCTION MAY NOT CONVEY

COMPLETE /ACCURATE INFORMATION.

15 April 2020

AutoCAD SHX Text

SAFETY AND PROTECTIONS SCHEMATIC

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AutoCAD SHX Text G-103

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

AutoCAD SHX Text THE SPECIFICATIONS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND OTHER DIVISION 01 SPECIFICATION SECTIONS, APPLY TO THE WORK INDICATED ON THIS SHEET. REFER TO SHEET G-101 FOR SAFETY NOTES, GENERAL NOTES, AND DRAWING SPECIFIC NOTES. THE SAFETY NOTES, GENERAL NOTES, AND DRAWING SPECIFIC NOTES ON SHEET G-101 ARE INCLUDED AS PART OF AND APPLICABLE TO THE WORK INDICATED ON THIS SHEET.

AutoCAD SHX Text NOTE: THIS DRAWING IS FOR INFORMATION PURPOSES AND IS NOT A DESIGN. CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS AS REQUIRED BY THE CONTRACT.

AutoCAD SHX Text NOTE: CONTRACTOR SHALL SURVEY AND DELINEATE UNDERGROUND UTILITIES, SERVICES, ETC. PRIOR TO ERECTING OVERHEAD PROTECTIONS AND/OR BARRIERS. FINAL LOCATION(S) OF OVERHEAD PROTECTIONS & BARRIERS SHALL BE APPROVED IN THE FIELD BY THE CONTRACTING OFFICER'S REPRESENTATIVE. SEE AND FOR DETAILS OF OVERHEAD PROTECTION FOR PEDESTRIANS AND EQUIPMENT. PEDESTRIAN BARRIERS AND OVERHEAD PROTECTIONS MAY BE SHIFTED WITH EACH PHASE, PROVIDED ALL APPLICABLE AREAS WITHIN THE 30' BUILDING OFFSET OF THAT PHASE REMAIN PROTECTED.

AutoCAD SHX Text

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AutoCAD SHX Text No.

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AutoCAD SHX Text 0401006332

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RICHARD KENNETH PERKINS

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30 FOOT BUILDING OFFSET LINE

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BARRICADE (WATER FILLED PLASTIC JERSEY BARRIER)

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APPROXIMATE PATH OF OVERHEAD PROTECTION, SEE

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EXISTING PAVING/SIDEWALK

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A-104

DN. TO

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RAMP

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UP

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BG22A

BG25 BG23 BG21 BG19

BG15B1

BG15B

BG15A

BG15

BG13

SGB2

CGB-2

EBG-10

BG13A

BG11 BG09A

BG09

BG05

CGB-1

CGB-4

BG03

BG01

BG02

BG06

BG06A

BG08

BG10

BG12

BG12A

BG14A

BG14

BG16A

BG16B

BG16C

BG16D

BG16I

BG16M

BG16P

BG16R

BG16T

SGB5

BG16U

BG16Q

BG16S

BG16N1 BG16N

BG16KBG16J

BG16H

CGB-3

BG16EBG16Q

BG16F.1

BG16F

BG16

BG22EBG22D

BG22

BG22C

TRIAGE AREANEURO

EXAM RM EXAM RM EXAM RM EXAM RM

SPECIALITY

SOILED UTILITY

WOMEN'S

CLEAN

MED RM

CHECK OUT

DERM

NEURO/

PULM

DERMDERM

NEPH

NEPHTOILET

OFFICEOFFICE

STORAGE

CORRIDOR

NEPH

STAFF

SOCIAL MH AND BS MALE

TOILET ELEV #10

SHOWER

LOCKER RM

STORAGE

MORGUE VACANT

CORRIDOR

VACANT

STAIRS #2

WHEELCHAIR

STORAGE

CREDIT

CREDIT

ESCORT OFFICE

CORRIDOR

CORRIDOR LACTATION RM

VESTIBULE

STAFF OFFICE

DATA

ELECT/DATA CLOSET

WHEELCHAIR

STORAGE

STORAGE

HAC

HAC

STAIRS #5

MECHANICAL

RM

SGD4

DG01B

DG01C

DG02

DG04

DG06

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DG12

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DG16

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DG01D

DG05A

DG05B

DG05CDG05C.1

DG05D.1 DG05D

DG13

DG05F DG05E

DG05G

DG05HDG28

DG05H.1

DG05J.1 DG05J

DG05K

DG27

DG29

SGD3

DG21A

DG20

DG21

DG22

DG24

DG26

DG23SGC1

DG20A

CGC-1 CGD-3

CGD-5

EDG-6

DG05M

CGD-2 DG05

DG05N

DG05P

STAIRS #1 DIALYSIS DATA

STAIRS #3

MECHANICAL RM

PUBLIC

CORRIDOR

CORRIDOR

PRIVATE

TOILET PRIVATE RM

PRIVATE

TOILET

PRIVATE RM

ELEV #6 MEDS RM

NURSE

CORRIDOR

DIALYSIS

NURSE

SOILED STAFF

CLEAN

PRIVATE

TOILET PRIVATE RM

PRIVATE RMPRIVATE

TOILET

LINEN

NOURISHMENT

ELECTRICAL

VESTIBULE

RECEPTION/

STAIRS #4

CONFERENCE RM

PUBLIC

CHIEF NURSE

OFFICE

EXAM RM

EQUIPMENT

STORAGE

HAC

MALE

FEMALE

ELECT CLOSET

STAFF LOUNGE

STAFF TOILET

WATER

PREP

BIO MED EQUIP

TESTING

STORAGE RM

CORRIDOR

CGD-1

CORRIDOR

TELECO.

RM

CG01A

CG01

SGC-SUB

EBG-9 EBG-8

CG03

CGC-2

CG02A

CG02

EMS STORAGE

EMS STORAGE

STAIR

SUB-BASEMENT

ELEV #9 ELEV #8

MECH RM

CORRIDOR

LINEN STORAGE

LINEN

SHOOTOFFICE

MH AND BS

OFFICE

BG15C

MORGUE STORAGE

WORKER

AUTOPSY AREA

UNION ATM

UNION ATM

STORAGE CLOSET

TOILET

PATIENT TRAINING RM

STATION 1

STATION 2

BAYS

NURSE STATION 3

SUPPLY RM

TOILETUTILITY RM

CLOSET

STORAGE

WAITING

TOILET

LOCKERS

LOCKERS

CONCENTRATE

PATIENT CLOTHING RM

EMS LOUNGECLOSETCLINIC WAITING

TOILET

UTILITY

SLEEP/PLUM

DERM

LOUNGE

DIALYSIS STORAGE

DG18

CLOSET

DATA

DN

UP

UP

DN

DN

EQUIP

CG56B

CG56A

SCG7

CG56

CG56D CG56C

CG49

CG47A

CG47

CG47B

CG44

CG46

CG113

CCG-3

ECG7

SCG6

CG42

CG48

CCG-4

CG58A

CG48A

CG48A.1

CG58E

CG48B.1

CG52

CG50

CG48B

CCG-5

CG58

CG54B

CG54

CG54A

CG57

CORRIDOR

CORRIDOR

CORRIDOR

WOMENS SHOWER

ANTEROOM

HAC RM

MENS SHOWER

STERILIZER RM

RM

CONTAMINATION AREA

CLOSET RM

ELECTRICAL

BREAKOUT

STAIRS #7

CLEAN STORAGE

OFFICE OFFICE

BREAK RM

RM

CORRIDOR

OFFICE

OFFICE

ASST CHIEF

ELECTRICAL RM

MECH RM

STAIRS #6

ELEV #7

CLEAN ANTEROOM

STERILIZER WORKRM

STERILE STORAGE

WOMENS TOILET

ANTEROOM

MENS TOILET

RECEIVING

CG58B

ANTEROOM

CG58C

HAC

TELECOM

M E

D I C

I N

E

P

A S

S T

H R

O U

G H

M E

D I C

I N

E

P A

S S

T

H R

O U

G H

M E

D I C

I N

E

F

R I D

G E

ONCOLOGY CABINET

GC-114

GC-113

GC-100A

GC-110

GC-109

GC-106

GC-105

GC-104

CGC-33

SGC4

CGC-30 GC-103A

GC-103 GC-102

GC-102A

CGC-28

GC-101C

GC-101B

GC-101A

GC-101

GC-100I

GC-100H

GC-100L

CGC-34

GC-108

GC-100G

GC-107

CORRIDOR

VESTIBULE

CORRIDOR

CORRIDOR

GC-100

PHARMACY

DRUG RECG

CONTROLLED DRUG

STORAGE

TEMP AD MIXTURE/

CONFERENCE RM

HAC

WAITING

SECRETARY

CHIEF

ASST CHIEF

ONCOLOGY

MENS

LOCKER RM

STAFF MENS

TOILET

GC-102B

STAFF MENS

SHOWERWOMENS

LOCKER

STAFF WOMENS

TOILET

GC-103B

STAFF WOMENS

SHOWER

REPRODUCTION

OPER SUPER

MAIL DIST

ELEC RM

TELE/COMM

SOILED LINENADP

EQUIPMENT

SCHED/TRAVEL

RX CASHIER

STAIRS #4

EGC

ELEVATORS

STORAGE

TO BLDG 110 A

TO BLDG 110 B

TO BLDG 110 B TO BLDG 110 A

TO BLDG 110

TO BLDG 110 A

GROUND LEVEL FLOOR PLAN

BUILDINGS 110 & 110A

A.101

RKPRKP

BUILDING NO. 135

BUILDING NO. 168

o n e e i g h o t

B

A

C

D

E

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

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

B

A

C

D

E

F

1601 Summit Avenue

Richmond, Virginia 23230

Office: (804) 726-9540 www.raymondllc.com

CONSULTANTS:

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

r v i c e

D i s a b l t e n a s i n e s s

SDVOSB

CVE

100% SUBMITTAL

FULLY SPRINKLERED

Department of

Veterans Affairs

Office of

Construction and Facilities

Management

MOISTURE INTEGRITY

REPAIRS

Contr. No. #36C24618R0223

HAMPTON, VIRGINIA

590-15-007

2020-1-24

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

110 & 110AMarine Chemist Service, Inc.

11850 TUG BOAT LANE

NEWPORT NEWS, VA 23606-2577

TEL: (737) 873-0933

FAX: (757) 873-1074

www.MarineChemist.com

INDUSTRIAL HYGIENIST:

Jefco Inc.

Architectural Glass Systems 11501 Lakeridge Parkway St100 Ashland, VA 23005 804-798-7823

WINDOWS:

www.jefcoinc.net

Aiken Cost Consultants 19 West Stone Avenue Greenville, SC 29609 Tel: (864)232-9342 Fax: (864)233-2573

COST ESTIMATING:

www.AikenCost.com

NOTE: THIS DRAWING IS DESIGNED TO

BE PRINTED IN COLOR; BLACK & WHITE

REPRODUCTION MAY NOT CONVEY

COMPLETE /ACCURATE INFORMATION.

15 April 2020

AutoCAD SHX Text

GROUND FLOOR PLAN

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CONT. SEALANT

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EXIST. EXT. FACE BRICK

AutoCAD SHX Text CLEAN THOROUGHLY & PREPARE EXISTING JOINT AS RECOMMENDED BY SEALANT SYSTEM MANUFACTURER

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SILICON RUBBER EXPANSION JOINT COVER, CONT. FULL HEIGHT OF JOINT

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