VA.MHT Lab Reno -100% Bid Set at full size.pdf

VA Project Number:

Building:

Drawing Number:

Project Title:

Project Location:

Issue Date:

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:

Revisions: Date:

CONSULTANTS:

/8

/4

/8

/2

/4

-1

/2

CONSULTANT:

CFR ENGINEERING

20251 CENTURY BLVD.

SUITE 120

GERMANTOWN, MD 20874

877-871-4229

CONSULTANT:

IMEG CORP.

101 NORTH SEVENTH STREET

SUITE 404

LOUISVILLE, KY 40202

440-262-3063

ARCHITECT:

CB DESIGN GROUP

421 KING ST.

SUITE 301

ALEXANDRIA, VA 22314

703-772-4213

PROFESSIONAL SEAL:

2345678910111213141516

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08-20-2024

608-23-133

OLKJ

3RD FLOOR LABORATORY

CONSTRUCTION

100% CD SUBMISSION

COVER SHEET

GI100

-2

-1

G I1

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Department of Veterans Affairs

3RD FLOOR LABORATORY CONSTRUCTION

Manchester VAMC 718 Smyth Road

Manchester, NH 03104

Manchester VAMC 718 Smyth Road Manchester, NH 03104

100% CD SUBMISSION

LOCATION MAP DRAWING LIST PROJECT DIRECTORY

Medical Center Director

Director of Facility Management Service

Medical Director

Project COR

Project CO

Infection Control

Safety Officer

CONTRACTING OFFICER REPRESENTATIVE (COR)

Keith Lacasse

VA Medical Center - Manchester 718 Smyth Road, BST Suite 105 Manchester, NH 03104 PHONE: (603) 624-4366 x 1106 keith.lacasse@va.gov

ARCHITECT

Ken Jones

CB DESIGN GROUP, INC

421 King St., Suite 301

PHONE: (443) 388-7351

kjones@cbdg-ae.com

STRUCTURAL

Katie Goldberg

IMEG Corp 15 Sunnen Drive Suite 104 St. Louis, MO 63143

PHONE: (314) 951-2538

katie.m.goldberg@imegcorp.com

CONTRACTING OFFICER (CO)

Casey Pridham

Contracting Officer Construction Team 1 718 Smyth Road, BST Suite 105 Manchester, NH 03104

PHONE: (781) 687-7343

Casey.Pridham@va.gov

APPROVALS

FIRE PROTECTION

Lenny Hendrix

IMEG Corp 101 North Seventh Street | Suite 404 | Louisville, KY 40202

PHONE: (440) 262-3063

leonard.d.hendrix@imegcorp.com

LIFE SAFETY

David McCoy

Compass Consulting Group 3401 Enterprise Parkway Beachwood, OH 44122

PHONE: (619) 925-1647

COST ESTIMATE

Sarita Kandel

OCMI

PHONE: (202) 299-0530

skandel@ocmi.com

GENERAL

GI100 COVER SHEET

GI200 SYMBOLS, ABBREVIATIONS & NOTES

GI300 GENERAL NOTES

GI301 TYPICAL MOUNTING HEIGHTS

GC200 EXISTING CONDITIONS PLAN

LIFE SAFETY

LS100 LIFE SAFETY ANALYSIS AND 3RD LEVEL PLAN

ARCHITECTURAL

AD100 DEMOLITION PLAN

AD101 DEMOLITION DETAILS

AE100 FLOOR PLAN

AE101 DIMENSION PLAN

AE300 DOOR / WINDOW SCHEDULES

AE301 FLOOR FINISH PLAN AND SCHEDULE

AE302 WALL PROTECTION PLAN

AE303 MATERIAL COLORS

AE304 WALL TYPES

AE305 SIGN TYPES

AE400 BUILDING & WALL SECTIONS

AE401 PNEUMATIC TUBE STATION & DUMBWAITER DETAILS

AE402 WALL SECTIONS

AE700 REFLECTED CEILING PLAN / DETAILS

AE900 OVERALL EQUIPMENT PLAN

AE901 ENLARGED 3RD FLOOR EQUIPMENT PLAN - AREA A

AE902 ENLARGED 3RD FLOOR EQUIPMENT PLAN - AREA B

AE903 METAL / WOOD CASEWORK PLAN AND ELEVATIONS

AE904 WOOD CASEWORK SECTIONS

AE905 3D PERSPECTIVES & INTERIOR ELEVATIONS

AE906 3D PERSPECTIVES & INTERIOR ELEVATIONS

AE907 3D PERSPECTIVES & INTERIOR ELEVATIONS

AE908 DETAILS

QV101 PNEUMATIC TUBE SYSTEM VENDOR DRAWING

STRUCTURAL

S000 GENERAL NOTES

S200 PARTIAL FLOOR FRAMING PLANS AND DETAILS

MECHANICAL

M001 NOTES, ABBREVIATIONS & SYMBOLS - MECHANICAL

MD101 PARTIAL 3RD FLOOR PLAN - DEMOLITION - MECHANICAL

MD102 PARTIAL 7TH FLOOR PLAN - DEMOLITION - MECHANICAL

M100 OVERALL 3RD FLOOR PLAN - NEW WORK - MECHANICAL DUCTWORK

M101 PARTIAL 3RD & 7TH FLOOR PLAN - NEW WORK - MECHANICAL DUCTWORK

M102 PARTIAL 3RD FLOOR PLAN - NEW WORK - MECHANICAL DUCTWORK

M200 OVERALL 3RD FLOOR PLAN - NEW WORK - MECHANICAL PIPING

M201 PARTIAL 3RD FLOOR PLAN - NEW WORK - MECHANICAL PIPING

M202 PARTIAL 3RD FLOOR PLAN - NEW WORK - MECHANICAL PIPING

M203 PARTIAL BASEMENT FLOOR PLAN - NEW WORK - MECHANICAL PIPING

M301 PARTIAL 3RD FLOOR RCP - NEW WORK - MECHANICAL

M302 PARTIAL 3RD FLOOR - NEW WORK - PRESSURIZATION PLAN

M401 SECTIONS - MECHANICAL

M402 SECTIONS - MECHANICAL

M501 DETAILS - MECHANICAL

M502 DETAILS - MECHANICAL

M503 DETAILS - MECHANICAL

M504 DETAILS - MECHANICAL

M505 DETAILS - MECHANICAL

M511 HYDRONIC RISERS - MECHANICAL

M512 AIR RISERS - MECHANICAL

M601 SCHEDULES - MECHANICAL

M602 SCHEDULES - MECHANICAL

M701 CONTROLS - MECHANICAL

M702 CONTROLS - MECHANICAL

M703 CONTROLS - MECHANICAL

M704 CONTROLS - MECHANICAL

M705 CONTROLS - MECHANICAL

PLUMBING

P001 NOTES, ABBREVIATIONS & SYMBOLS - PLUMBING

PD101 PARTIAL 3RD FLOOR PLAN - DEMOLITION - PLUMBING

PD102 PARTIAL BASEMENT FLOOR PLAN - DEMOLITION - PLUMBING

P101 PARTIAL 3RD FLOOR PLAN - NEW WORK - PLUMBING WATER & GAS

P102 PARTIAL 3RD FLOOR PLAN - NEW WORK - PLUMBING WATER & GAS

P103 PARTIAL BASEMENT FLOOR PLAN - NEW WORK - PLUMBING WATER

P201 PARTIAL 3RD FLOOR PLAN - NEW WORK - PLUMBING WASTE

P202 PARTIAL 3RD FLOOR PLAN - NEW WORK - PLUMBING WASTE

P501 RISER DIAGRAMS - PLUMBING WATER

P502 RISER DIAGRAMS - SANITARY AND VENT

P503 DETAILS - PLUMBING

P504 DETAILS - PLUMBING

P601 SCHEDULES - PLUMBING

FIRE PROTECTION

F000 FIRE PROTECTION COVERSHEET

F103 FIRE PROTECTION LEVEL 03 DEMOLITION PLAN

F203 FIRE PROTECTION LEVEL 03 PLAN

F400 FIRE PROTECTION DETAILS

ELECTRICAL

E001 GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS - ELECTRICAL

ED101 PARTIAL THIRD FLOOR PLAN - DEMOLITION - POWER AND TELECOMMUNICATION

ED102 PARTIAL ROOF PLAN - DEMOLITION - POWER

ED201 PARTIAL THIRD FLOOR PLAN - DEMOLITION - LIGHTING

E101 PARTIAL THIRD FLOOR PLAN - NEW WORK - POWER

E102 PARTIAL ROOF PLAN - NEW WORK - POWER

E103 PARTIAL THIRD FLOOR PLAN - TELECOMMUNICATIONS AND SECURITY - NEW WORK

E201 PARTIAL THIRD FLOOR PLAN - NEW WORK - LIGHTING

E501 DETAILS AND SCHEDULES - ELECTRICAL

E502 DETAILS - ELECTRICAL

E601 PARTIAL SIGNLE LINE DIAGRAM

E602 PANEL SCHEDULES

FIRE ALARM

FA000 ELECTRICAL COVERSHEET

FA103 SYSTEMS LEVEL 03 DEMOLITION PLAN

FA203 SYSTEMS LEVEL 03 PLAN

SITE

MEP

Omar Malik

CFR Engineering 20251 Century Blvd. Suite 120 Germantown, MD 20874

PHONE: (267) 625-1259

omalik@cfrengineering.com

WOOD

ALUMINUM

STEEL

EARTH

CONCRETE MASONRY UNITS

RIGID INSULATION

CONCRETE

EXISTING CONSTRUCTION

TO REMAIN

EXISTING CONSTRUCTION

TO BE REMOVED

BRICK

WOOD-FINISHED

WOOD ROUGH

PLYWOOD

GYPSUM - PLASTER

ACOUSTIC TILE

CAST STONE

ALL METALS - SMALL SCALE

GLASS - LARGE SCALE

BATT INSULATION

CERAMIC TILE

CARPET

GRAVEL

CENTER LINE

DETAIL INDICATOR

DETAIL INDICATIOR

DIMENSION LINE

DRAWING BLOCK TITLE, TYPICAL

ELEVATION INDICATOR, EXTERIOR

ELEVATION INDICATOR, INTERIOR, MULTIPLE VIEW

ELEVATION INDICATOR, INTERIOR, SINGLE VIEW

SECTION INDICATOR

TYPICAL DETAIL INDICATOR

COLUMN GRID

KEYNOTE

NORTH ARROW

A

DETAIL NUMBER

SHEET WHERE

DRAWN

XXxxx

XXxxx

X

DRAWING TITLE

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

1 1/2"

XXxxx

XXxxx

XXxxx

REVISION

REVISION CLOUD

NORTH

BREAK LINE

DEMOLITION KEYNOTE

A

XXxxx

D

BC

COLUMN NUMBER

COLUMN LETTER

XXxxx

ELEVATION NUMBER

SHEET WHERE

DRAWN

ELEVATION NUMBER

SHEET WHERE

DRAWN

ELEVATION NUMBER

SHEET WHERE

DRAWN

DETAIL NUMBER

SHEET WHERE DRAWN

DETAIL NUMBER

SHEET WHERE DRAWN

SHEET WHERE

DRAWN

ELEVATION NUMBER

DOOR / BORROWED LIGHT TAG

FURNITURE, FIXTURE, & EQUIPMENT TAG

WALL/PARTITION TAG

x'-x" VERTICAL HEIGHT INDICATOR

ROOM NAME

3333333333

A3

ROOM NUMBER

ROOM AREA

PROGRAM AREA

D100

FLR FLOOR

FLUOR FLUORESCENT

FM FLOOR MATS & FRAMES

FO __ FACE OF __

FOC FACE OF CONCRETE

FOS FACE OF STUD

FOW FACE OF WALL

FP FOLDING PANEL PARTITION

FPRF FIREPROOF(ING)

FR FIRE RATING, FRAME

FRMG FRAMING

FS FULL SIZE, FEATURE STRIPS

FT FOOT OR FEET, FLOOR TILE MOSAIC

FTCT CERAMIC MOSAIC TILE

FTG FOOTING

FUR FURRING

FUT FUTURE

GA GAUGE

GAL GALLON

GALV GALVANIZED

GALV STL GALVANIZED STEEL

GB GRAB BAR

GC GENERAL CONTRACTOR

GCMU GLAZED FACE CMU

GD GUARD

GL GLASS

GND GROUND

GR GRADE

GT GRANITE

GUMU GLASS MASONRY UNIT

GWB GYPSUM WALLBOARD

GYP BD GYPSUM WALLBOARD

HB HOSE BIBB

HC HOLLOW CORE

HD HEAD

HDWD HARDWOOD

HDWR HARDWARE

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HMF HOLLOW METAL FRAME

HNDRL HANDRAIL

HO HOLD OPEN

HORIZ HORIZONTAL

HP HIGH POINT

HPDL PLASTIC LAMINATE

HR HANDRAIL, HOUR

HSPL HIGH STRENGTH PLASTER

HT HEIGHT

HVAC HEATING, VENTILATION, AIR

CONDITIONING

IBC INTERNATIONAL BUILDING CODE

ID IDENTIFICATION, INSIDE DIAMETER /

DIMENSION

IN INCH

INCL INCLUDE(D)

INSUL INSULATION

INT INTERIOR

INV INVERT

JAN JANITOR

JST JOIST

JT JOINT

KC PLASTER KEENE CEMENT

KP KICK PLATE

KO KNOCKOUT

L LENGTH

LAB LABORATORY

LAM LAMINATE

LAV LAVATORY

LBS POUND

LED LIGHT EMITTING DIODE

LF LINEAR FEET

LG LONG

LH LEFT HAND

LIN LINEAR

LIQ LIQUID

LKR LOCKER

LL LEAD LINED

LLV LONG LEG VERTICAL

LM LATEX MASTIC FLOORING

LMC LINEAR METAL CEILING

LP LOW POINT

LRG LARGE

LT LIGHT

LT WT LIGHTWEIGHT

LVR LOUVER

LWC LINEAR WOOD CEILING

M MORTAR

MAS MASONRY

MAT MATERIAL

MAX MAXIMUM

MB MARBLE

MC MULTI-COLOR COATING

MECH MECHANICAL

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MP MOP PLATE

MTD MOUNTED

MTL METAL

N NORTH

NA NOT APPLICABLE

NEC NATIONAL ELECTRICAL CODE

NEG NEGATIVE

NF NATURAL FINISH

NFC NATIONAL FIRE CODE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER / DIMENSION

OFF OFFICE

OH OPPOSITE HAND, OVERHEAD

OPNG OPENING

OPP OPPOSITE

OZ OUNCE

P PAINT

PAV PAVING

PC PRECAST CONCRETE

PCT PORTLAND CEMENT TERRAZZO

PFW POLYPROPYLENE FABRIC WALLCOVERING

PL PLATE, PLASTER

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLYWD PLYWOOD

PMF PREMOLDED FILLER, PERFORATED METAL

FACING (TILE OR PANELS)

PPT PORCELAIN PAVER TILE

PR PAIR

PT POINT

PTN PARTITION

PVT PAVER TILE

QT QUARRY TILE

R RADIUS, RISER

RA RETURN AIR

RAD RADIUS

RB RESILIENT BASE, RUBBER BASE

RCP REFLECTED CEILING PLAN,

RADIANT CEILING PANEL SYSTEM

RD ROOF DRAIN

REF REFERENCE

REFR REFRIGERATOR

REQ'D REQUIRED

REV REVISION

RFI REQUEST FOR INFORMATION

RFP REQUEST FOR PROPOSAL

RH RIGHT HAND

RL ROOF LEADER

RM ROOM

RO ROUGH OPENING

RST RESILIENT STAIR TREAD

RT RUBBER TILE FLOORING

S SOUTH

SA SUPPLY AIR

SAN SANITARY

SC SOLID CORE, HIGH GLAZED COATING,

STRUCTURAL CLAY

SCHED SCHEDULE

SCT FACING TILE

SDG SUSPENSION DECORATIVE GRIDS

SECT SECTION

SF SQUARE FEET, STONE FLOORING

SFTU GLAZED STRUCTURAL FACING TILE

SH SPRINKLER HEAD

SHT SHEET

SIM SIMILAR

SLG SPANDREL GLASS

SM SMOKE

SPEC SPECIFICATION

SPKR SPEAKER

SQ SQUARE

SS STAINLESS STEEL

ST STAIN

STA STATION

STD STANDARD

STO STORAGE

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

SYM SYMMETRICAL

SYS SYSTEM

T TREAD

T&G TONGUE AND GROOVE

TEL TELEPHONE

TEMP TEMPERED

TGC TEXTURED GYPSUM CEILING PANEL

THK THICK

TIL TECHNICAL INFORMATION LIBRARY (VA)

TMC TEXTURED METAL CEILING PANEL

TOC TOP OF CONCRETE

TOP TOP OF PAVEMENT

TOS TOP OF STEEL

TOW TOP OF WALL

TST THIN SET TERRAZZO

TT TERRAZZO TILE

TV TELEVISION

TYP TYPICAL

UNFIN UNFINISHED

UON UNLESS OTHERWISE NOTED

VB VAPOR BARRIER, VINYL BASE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VIF VERIFY IN FIELD

VP VENEER PLASTER

VSF VINYL SHEET FLOORING

VTR VENT THRU ROOF

W WEST, VINYL COATED FABRIC

WALLCOVERING

W/ WITH

WB WALL BORDER

WD WOOD

WF FABRIC WALLCOVERING

W/O WITHOUT

WP WATERPROOF

WSF VINYL SHEET FLOORING (WELDED SEAMS)

WT WEIGHT

WWF WELDED WIRE FRAME

NOTES

1. ALL ABBREVIATIONS SHOWN MAY NOT BE USED ON THIS PROJECT.

2. CERTAIN COMMON ABBREVIATIONS MAY NOT BE SHOWN.

3. TEXT IN BOLD DENOTES ABBREVIATIONS FROM THE TIL.

L

& AND

@ AT

C CENTERLINE

# NUMBER, POUND

AA ANODIZED ALUMINUM, NATURAL FINISH

AAC ANODIZED ALUMINUM, COLORED

AB ANCHOR BOLT

ABA ARCHITECTURAL BARRIERS ACT

ABV ABOVE

ACT ACOUSTIC CEILING TILE

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

ADJ ADJUSTABLE

AF ACCESS FLOORING

AFF ABOVE FINISHED FLOOR

AFP ACCORDION FOLDING PARTITION

AHU AIR HANDLING UNIT

AIA AMERICAN INSTITUTE OF ARCHITECTS

ALT ALTERNATE

ALUM ALUMINUM

AMP ACOUSTICAL METAL PLAN CEILING

AP ACCESS PANEL

APPROX APPROXIMATE

ARCH ARCHITECTURAL

AT ACOUSTICAL CEILING TILE

AT (SP) ACOUSTICAL CEILING, SPECIAL FACED

AUTO AUTOMATIC

AVG AVERAGE

AWF ACOUSTICAL WALLCOVERING

AWP ACOUSTICAL WALL PANEL

AWT ACOUSTICAL WALL TREATMENT

BD BOARD

BE BAKED ON ENAMEL

BEL BELOW

BF BRICK FLOORING

BLDG BUILDING

BLK BLOCK

BM BEAM

BOT BOTTOM

BP BRICK PAVING

BR BUMPER RAIL, BRICK FACE

BRG BEARING

BRK BRICK

C, CONC CONCRETE

CAB CABINET

CAF CARPET ATHLETIC FLOORING

CB CATCH BASIN

CCT CUBICLE CURTAIN TRACK

CEM CEMENT

CG CORNER GUARD

CGFB CERAMIC GLAZED FACING BRICK

CI CAST IRON

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CLOSET

CLG CEILING

CMU CONCRETE MASONRY UNIT

CO CONTRACTING OFFICER

COL COLUMN

CONF CONFERENCE

CONT CONTINUOUS

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CP CARPET

CPT CARPET MODULE TILE

CT CERAMIC TILE

CU CUBIC

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIM DIMENSION

DISP DISPENSER

DN DOWN

DO DOOR OPENING

DOZ DOZEN

DP DAMPPROOFING

DR DOOR

DS MB DIVIDER STRIPS, MARBLE

DWG DRAWING

DWGS DRAWINGS

DWR DRAWER

E EAST, EXISTING

EA EXHAUST AIR, EACH

EC EPOXY COATING

EFS EXTERIOR FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATION

EMER EMERGENCY

ENCL ENCLOSURE

ENGR ENGINEER

EP ELECTRICAL PANELBOARD

EQ EQUAL

EQUIP EQUIPMENT

ERF EPOXY RESIN FLOORING

EWC ELECTRIC WATER COOLER

EWS EYE WASH STATION

EXIST EXISTING

EXP EXPANSION, EXPOSED DIVIDER STRIPS

EXT EXTERIOR

FA FIRE ALARM

FB FACE BRICK

FC FLUOROCARBON

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FACE

FG FOOT GRILLE

FHC FIRE HOSE CABINET

FIN FINISH

VA Project Number:

Building:

Drawing Number:

Project Title:

Project Location:

Issue Date:

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:

Revisions: Date:

CONSULTANTS:

/8

/4

/8

/2

/4

-1

/2

CONSULTANT:

CFR ENGINEERING

20251 CENTURY BLVD.

SUITE 120

GERMANTOWN, MD 20874

877-871-4229

CONSULTANT:

IMEG CORP.

101 NORTH SEVENTH STREET

SUITE 404

LOUISVILLE, KY 40202

440-262-3063

ARCHITECT:

CB DESIGN GROUP

421 KING ST.

SUITE 301

ALEXANDRIA, VA 22314

703-772-4213

PROFESSIONAL SEAL:

2345678910111213141516

B

C

D

E

F

G

H

J

K

12345678910111213141516

08-20-2024

608-23-133

AuthorChecker

3RD FLOOR LABORATORY

CONSTRUCTION

100% CD SUBMISSION

SYMBOLS, ABBREVIATIONS & NOTES

GI200

-2

-1

G I2

.p d f

Manchester VAMC 718 Smyth Road Manchester, NH 03104

SYMBOLS OF MATERIALSDRAWING SYMBOLSARCHITECTURAL ABBREVIATIONS

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

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

IN STRIVING TO PROVIDE A HEALTHY AND SAFE ENVIRONMENT AT VA FACILITIES, VHA IS IMPLEMENTING A SMOKE-FREE POLICY FOR ALL VHA HEALTH CARE FACILITIES AND PROPERTY ASSIGNED TO VHA THAT IS UNDER THE CHARGE AND CONTROL OF VA. THE POLICY APPLIES TO CIGARETTES, CIGARS, PIPES OR ANY OTHER COMBUSTION OF TOBACCO, INCLUDING BUT NOT LIMITED TO ELECTRONIC OR E-CIGARETTES, VAPE PENS OR E-CIGARS.

UNDER VHA DIRECTIVE 1085, ALL VHA HEALTH CARE FACILITIES WILL BE SMOKE-FREE FOR PATIENTS, VISITORS, CONTRACTORS, VOLUNTEERS AND

VENDORS EFFECTIVE OCTOBER 1, 2019.

1. VA DESIGN MANUAL (PG-18-0)

2. VA DESIGN, QUALITY, AND STANDARD ALERTS

3. VA DESIGN GUIDES (PG-18-12)

4. VA DESIGN AND CONSTRUCTION

PROCEDURES (PG-18-3)

5. PHYSICAL SECURITY DESIGN MANUAL FOR VA

FACILITIES

6. VA FIRE PROTECTION DESIGN MANUAL

7. VA BARRIER FREE DESIGN GUIDE (PG-18-3)

8. VA SIGNAGE DESIGN GUIDE

9. VA MASTER SPECIFICATIONS

10. VA SUSTAINABLE DESIGN MANUAL

1. A HAZARDOUS MATERISLS SURVEY WAS PERFORMED BY HGS ENGINEERING IN 2020 FOR ALL FLOORS OF BUILDING 1. THE SURVEY FOUND THAT HAZARDOUS MATERIALS (ASBESTOS-CONTAINING MATERIALS (ACM)) ARE PRESENT IN THE AREA WITHIN THIS PROJECT SCOPE.

2. REFER TO THE REPORT INCLUDED IN THE PROJECT SPECIFICATIONS (SECTION 02 82 12) FOR LOCATION, EXTENT, AND ABATEMENT/DISPOSAL REQUIREMENTS OF ACM. THE REPORT IS TITLED "UPDATE & MAINTAIN ASBESTOS INSPECTION 2020, PROJECT 608-18-104, BUILDING 1" DATED

OCTOBER 2020.

3. REFER TO SECTION 02 82 11 TRADITIONAL ASBESTOS ABATEMENT FOR ADDITIONAL REQUIREMENTS FOR ACM

4. THE GLAZING ON THE SUBWAY TILES HAS BEEN DETERMINED TO CONTAIN LEAD IN OTHER AREAS DURING PAST PROJECTS.

5. EXTERIOR WINDOWS HAVE ASBESTOS COMPONEMTS THAT MUST BE ABATED AND DISPOSED OF DURING REMOVAL.

6. FIRE RATED DOORS IDENTIFIED TO BE REMOVED UNDER THIS CONTRACT CONTAIN ASBESTOS.

7. REFER TO SPECIFICATIONS SECTION 02 83 33.13 LEAD REMOVAL AND DISPOSAL FOR ADDITIONAL REQUIREMENTS FOR LEAD REMOVAL.

1. ITEMS AND CONDITIONS NOTED, DETAILED, OR OTHERWISE IDENTIFIED ON DRAWINGS ARE APPLICABLE AND BINDING TO SIMILAR CONDITIONS ON ALL DRAWINGS.

FOR CONDITIONS NOT NOTED OR NOT DETAILED, PROVIDE MATERIALS OF EQUAL QUALITY AND PERFORMANCE TO OTHER SIMILAR CONDITIONS ON THE JOB.

2. SECTIONS SHOWN ARE INTENDED TO SHOW THE SPECIFIC CONSTRUCTION WHERE INDEXED AS WELL AS ESTABLISH THE GENERAL CONSTRUCTION DETAILS FOR SECTIONS THROUGHOUT THE PROJECT. ANY SPECIFIC QUESTIONS CONCERNING CONSTRUCTION NOT ADEQUATELY COVERED BY THE ABOVE SHALL BE DIRECTED

TO THE CONTRACTING OFFICER DURING THE BID PERIOD.

3. ALL CONSTRUCTION IS TO BE NEW AND FURNISHED AND INSTALLED BY THE CONTRACTOR, UNLESS NOTED OTHERWISE.

4. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR NOTES PERTAINING TO THEIR PARTICULAR DISCIPLINES. COORDINATE THE WORK OF ALL TRADES AND REPORT TO THE CONTRACTING OFFICER ANY PERCEIVED DISCREPANCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING SEQUENCES OF CONSTRUCTION AND MEANS AND METHODS FOR HOW TO PERFORM THE WORK REQUIRED IN THE CONTRACT DOCUMENTS.

5. CONTRACTOR SHALL CAREFULLY REVIEW ALL EXISTING CONDITIONS AND DETERMINE THE MOST FEASIBLE SEQUENCE FOR PERFORMING THE NEW WORK SO AS TO

AVOID CONFLICTS IN THE FIELD.

6. ANY AREAS OR SPACES NOT CLEARLY DEFINED OR INDICATED BY NOTES SHALL BE OF SAME MATERIAL AND FINISH AS AREAS OF SIMILAR USE OR FUNCTION

ELSEWHERE IN THE BUILDING.

7. WALL AND CEILING FINISHES SHALL INCLUDE PROJECTIONS, BEAM ENCLOSURES, RECESSES, BULKHEADS, PILASTERS AND OTHER SIMILAR ITEMS.

8. ALL APPURTENANCES BUILT INTO OR THROUGH WALLS, INCLUDING DOORS, WINDOWS, DUCTS, FRAMES, LOUVERS, GRILLES, MECHANICAL WORK, ETC., SHALL FIT SNUGLY AND BE THOROUGHLY SEALED AROUND PERIMETERS. INSTALL FIRE SEALANT AROUND ALL PENETRATIONS THROUGH FLOORS, FIRE RATED WALLS AND SMOKE PARTITIONS IN ACCORDANCE WITH A UL LISTED ASSEMBLY. WORK AT EXTERIOR WALLS SHALL BE FLASHED OR OTHERWISE WATERPROOF SEALED.

9. FIELD CHECK ROUGH AND/OR FINISHED DIMENSIONS FOR ACCURATE FITTING OF CABINETS, COUNTERS, STOREFRONT, DOORS, FRAMES, FIXTURES, MILLWORK AND ALL OTHER INSTALLATIONS PRIOR TO SHOP OR FACTORY FABRICATION. PROVIDE AND INSTALL NECESSARY FILLER STRIPS, SCRIBE STRIPS, BASES, CLOSURES, FINISHES AND TRIM TO COMPLETE SUCH INSTALLATIONS. DIMENSIONS OF SUCH INSTALLATIONS SHALL BE CONSIDERED "NOMINAL". CONTRACTORS SHALL ACCOUNT FOR ALL MANUFACTURER'S REQUIRED TOLERANCES, CLEARANCES AND SHIM SPACE TO ENSURE PROPER INSTALLATION OF THE NEW WORK.

10. SEE EQUIPMENT PLANS AND FLOOR PLANS FOR CASEWORK, CABINETS, MILLWORK AND OTHER BUILT-IN ITEMS. COORDINATE WITH MEP DRAWINGS FOR SINKS, OUTLETS, AND OTHER ITEMS TO BE BUILT INTO SUCH ITEMS.

11. IF A DISCREPANCY APPEARS TO EXIST BETWEEN DRAWINGS AND/OR SPECIFICATIONS, THE MORE STRINGENT (TYPICALLY THE MORE COSTLY) REQUIREMENT SHALL APPLY. ITEMS DESCRIBED ON DRAWINGS, BUT NOT SPECIFIED, SHALL BE PROVIDED. CONTRACTOR SHALL BE RESPONSIBLE TO SUBMIT AN RFI TO SEEK

CLARIFICATION OF ANY PERCEIVED DISCREPANCY DURING BID PHASE.

12. WRITTEN INFORMATION ON DRAWINGS TAKES PRECEDENT OVER DRAWING LINES.

13. IN THE ABSENCE OF A WRITTEN DIMENSION, OR IN CASE OF DOUBT AS TO THE PROPER MEASUREMENT, CONSULT CONTRACTING OFFICER . DO NOT SCALE DRAWINGS. ASSUMPTIONS MADE, OR ACTIONS TAKEN, BASED ON SCALED DIMENSIONS SHALL BE AT THE CONTRACTOR'S RISK AND ANY RESULTING CORRECTIONS

SHALL BE PERFORMED BY CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT.

14. EACH CONTRACTOR OR SUB-CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE WORK OF OTHER TRADES SHOWN THROUGHOUT THE COMPLETE SET OF CONTRACT DOCUMENTS. CHANGES RESULTING FROM A CONTRACTOR OR SUB-CONTRACTOR'S FAILURE TO OBTAIN AND REVIEW A COMPLETE SET OF

CONTRACT DOCUMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TO THE GOVERNMENT.

15. AT ALL CHANGES IN FLOOR FINISHES, PROVIDE AND INSTALL AN APPROPRIATE TRANSITION STRIP AS SHOWN ON THE DRAWINGS.

16. CONSULT HVAC AND ELECTRICAL DRAWINGS FOR LOCATIONS AND DESCRIPTIONS OF ACCESS PANELS, LOUVER OPENINGS, VENTILATORS, GRILLES, VALVE CABINETS, FIRE DAMPERS OR OTHER APPURTENANCES AFFECTING WALLS, CEILINGS OR FLOORS AND PROVIDE NECESSARY LINTELS, SUPPORT OR ANCHORING. IN

COORDINATION WITH SHOP DRAWINGS.

17. ELECTRIC SWITCHES, OUTLETS, THERMOSTATS, CONTROLS, CLOCKS, SPEAKERS, OR OTHER WALL-MOUNTED ACCESSORIES SHALL BE INSTALLED IN LOCATIONS WHICH ARE UNOBSTRUCTED BY CABINETS, COUNTERS, RACKS, MARKER AND TACKBOARDS, FIXTURES, SHELVING OR OTHER FURNISHING OR EQUIPMENT DESIGNATED FOR SPACES SHOWN ON DRAWINGS. WALL MOUNTED ITEMS ARE NOT TO BE INSTALLED ON, THROUGH, OR INTO, ANY EQUIPMENT OTHER THAN WALLS, UNLESS SPECIFICALLY NOTED OTHERWISE.

18. ELECTRICAL OUTLETS, CLOCKS, P.A. SPEAKERS, PULL STATIONS, EXIT SIGNS, OR OTHER DEVICES SHOWN DIAGRAMMATICALLY ON THE ARCHITECTURAL DRAWINGS SERVE TO ALERT CONTRACTORS OF THE PRESENCE OF SUCH DEVICES. CONSULT THE ELECTRICAL DRAWINGS FOR FURTHER INFORMATION AND ADVISE CONTRACTING OFFICER OF ANY PERCEIVED DISCREPANCY BETWEEN ARCHITECTURAL AND ELECTRICAL DRAWINGS REGARDING LOCATION OR TYPE OF DEVICES

SHOWN PRIOR TO PREPARING SUBMITTALS.

19. ELECTRIC SWITCHES, THERMOSTATS OR OTHER ELECTRONIC CONTROLS IN THE SAME VICINITY SHALL BE MOUNTED AT THE SAME HEIGHT FROM FLOOR (UNLESS

NOTED OTHERWISE) IN A UNIFORM, ORDERLY FASHION.

20. SUBMITTAL REVIEW - THE CONTRACT DOCUMENTS PROVIDE SIZES, DIMENSIONS, PRODUCT REQUIREMENTS, ETC. CONTRACTOR SHALL VERIFY THAT SUBMITTALS ARE COORDINATED WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS PRIOR TO SUBMISSION. A/E REVIEW OF SUBMITTALS IS NOT FOR THE PURPOSE OF DETERMINING THAT SIZES, DIMENSIONS, ETC MATCH WHAT HAS ALREADY BEEN PROVIDED IN THE CONTRACT DOCUMENTS. ALL DEVIATIONS FROM WHAT IS SHOWN ON THE CONTRACT DOCUMENTS SHALL BE CLOUDED ON THE SUBMITTAL OR OTHERWISE CLEARLY BROUGHT TO THE ATTENTION OF THE REVIEWER. FAILURE TO CLEARLY BRING ANY DEVIATION(S) TO THE ATTENTION OF THE REVIEWER SHALL BE UNDERSTOOD BY ALL PARTIES THAT WHAT IS SHOWN IN THE SUBMITTAL COMPLIES WITH THE CONTRACT DOCUMENTS REGARDLESS OF WHETHER OR NOT THE REVIEWER DISCOVERS THE DEVIATION. CHANGES RESULTING FROM THE CONTRACTOR'S FAILURE TO CLEARLY IDENTIFY DEVIATIONS IN SUBMITTALS SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY AND SHALL BE CORRECTED BY THE

CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT.

21. CONTRACTORS SHALL CAREFULLY REVIEW EXISTING FIELD CONDITIONS AND COORDINATE ALL QUANTITIES, DIMENSIONS, AND TOLERANCES REQUIRED TO PERFORM THE WORK SHOWN ON THE CONTRACT DOCUMENTS. CONTRACTOR IS RESPONSIBLE FOR DETERMINING INFORMATION THAT PERTAINS SOLELY TO FABRICATION PROCESSES, INSTALLATION TECHNIQUES (MEANS AND METHODS), AND SEQUENCING OF THE WORK TO MEET THE REQUIREMENTS OF THE PROJECT SCHEDULE. EACH SUBCONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR PRIOR TO BEGINNING THEIR PORTION OF THE WORK. NO PORTION OF THE WORK SHALL

BEGIN WITHOUT APPROVED SUBMITALL FOR THAT ITEMOF WORK.

22. CONTRACTOR SHALL, AT ALL TIMES, MAINTAIN THE INTEGRITY OF EXISTING SMOKE PARTITION WALLS, SMOKE BARRIER WALLS, AND FIRE RATED WALLS TO REMAIN. SEE LIFE SAFETY DRAWINGS AND ARCHITECTURAL DRAWINGS FOR THE LOCATION OF THESE WALLS. CONSULT COR AND LOCAL VA FIRE / SAFETY PERSONNEL FOR CONFIRMATION OF THESE WALLS PRIOR TO BEGINNING DEMOLITION. DAMAGE TO ANY EXISTING-TO-REMAIN SMOKE PARTITION WALLS, SMOKE BARRIER WALLS, OR FIRE RATED WALLS, INCLUDING DAMAGE FROM REMOVAL OF INTERSECTING WALLS, SHALL BE REPAIRED AT CONTRACTOR’S EXPENSE.

23. PUBLIC EXITS SHALL REMAIN CLEAR AT ALL TIMES WHILE THE BUILDING IS OCCUPIED. NO STORAGE SHALL BE PERMITTED IN THE EXIT ACCESS. STORAGE WILL ONLY BE PERMITTED IN THE ENCLOSED CONSTRUCTION SITE, AND DESIGNATED SPACE WITH PRIOR APPROVAL OF THE VA COR.

24. PATCH ALL EXISTING AND NEW HOLES IN FLOORS, WALLS AND CEILINGS WITHIN THE PROJECT LIMITS. ENSURE THAT ALL EXISTING AND NEW PATCH WORK IS RATED TO THE LEVEL OF FLOORS, WALLS AND CEILINGS TO THE REQUIRED EXISTING CONDITION, PRIOR TO THE START OF NEW WORK.

25. UNLESS SPECIFIC DIMENSIONS ARE PROVIDED, MEP DRAWINGS ARE CONSIDERED "DIAGRAMMATIC". IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR(S) TO FIELD COORDINATE LOCATIONS, SEQUENCES, ETC FOR UNOBSTRUCTED INSTALLATION OF ITEMS THAT ARE SHOWN ON MEP DRAWINGS IN DIAGRAMMATIC FORM.

COORDINATE ABOVE-CEILING WORK OF MEP TRADES TO THAT EACH TRADE LOCATES THEIR WORK AS TIGHT TO THE STRUCTURE / DECK ABOVE AS IS FEASIBLE.

EACH SUCCESSIVE TRADE SHALL LOCATE THEIR WORK AS TIGHT TO THE TRADE BEFORE.

26. ALTHOUGH THE DRAWINGS AND SPECIFICATIONS ARE COMPLIMENTARY, SPECIFICATIONS TAKE PRECEDENCE OVER DRAWINGS. WHAT IS REQUIRED BY EITHER THE DRAWINGS OR SPECIFICATIONS SHALL BE INTERPRETED AS BEING REQUIRED AS PART OF THE SCOPE OF WORK FOR THIS PROJECT. ITEMS SPECIFIED, BUT NOT INDICATED ON THE DRAWINGS, SHALL BE PROVIDED. ITEMS SHOWN ON THE DRAWINGS, BUT NOT SPECIFIED, SHALL BE PROVIDED. ANY DISCREPANCIES BETWEEN THE CONTRACT DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO SEEK CLARIFICATION PRIOR TO SUBMITTING A BID AMOUNT IF THERE SHOULD APPEAR TO BE A DISCREPANCY BETWEEN DRAWINGS AND/OR THE SPECIFICATIONS. OTHERWISE, THE MOST STRINGENT (TYPICALLY THE MOST EXPENSIVE) REQUIREMENT SHALL APPLY AT THE DISCRETION OF THE COR AT NO

ADDITIONAL COST TO THE GOVERNMENT.

27. ABOVE-CEILING COORDINATION – PRIOR TO PERFORMING ANY ABOVE-CEILING WORK, THE CONTRACTOR, WORKING WITH ALL SUB-CONTRACTORS, SHALL CREATE DRAWINGS THAT SHOW COORDINATION OF ALL ABOVE-CEILING WORK ITEMS WITH EXISTING CONDITIONS AND PROPOSED CEILINGS. DRAWINGS SHALL INCLUDE CRITICAL CROSS-SECTIONS SHOWING BOTTOM OF EXISTING STRUCTURE, ALL NEW ABOVE-CEILING UTILIES (DUCTS, PIPES,, EQUIPMENT, POWER, DATA, ETC.) NEW SUPPORTS, AND DESIGNEDCEILING HEIGHTS. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE SEQUENCES OF INSTALLATION TO ENSURE THAT ABOVE-CEILING ITEMS CAN FIT ABOVE THE CEILING HEIGHTS INDICATED ON THE REFLECTED CEILING PLAN(S). CONTRACTOR SHALL BRING ALL PERCEIVED CONFLICTS TO THE ATTENTION OF THE ARCHITECT / ENGINEER FOR RESOLUTION PRIOR TO THE START OF THE WORK. CONFLICTS RESULTING FROM INACCURATE COORDINATION DRAWINGS AND / OR FAILURE TO IDENTIFY CONFLICTS PRIOR TO INSTALLATION OF THE WORK SHALL BE CORRECTED / ADJUSTED AT THE CONTRACTOR’S EXPENSE AND SHALL RESULT IN NO ADDITIONAL COST TO THE GOVERNMENT.

28 PRIOR TO BEGINNING PRODUCT-RELATED SUBMITTALS, THE CONTRACTOR SHALL PROVIDE A SUBMITTAL SCHEDULE THAT LISTS ALL PRODUCT-RELATED SUBMITTALS ANTICIPATED FOR THIS PROJECT. THE SUBMITTAL SCHEDULE SHALL INCLUDE SPECIFICATION SECTION, SUBMITTAL NAME, ANTICIPATED DATE TO BE

ISSUED, AND ANTICIPATED DUE DATE. PRIORITIZE SUBMITTALS SO THAT CRITICAL PATH SUBMITTALS ARE SUBMITTED FIRST. SCHEDULE SUBMITTALS TO AVOID MORE THAN FIVE (5) SUBMITTALS BEING DUE IN THE SAME FIVE (5) BUSINESS DAY TIME-PERIOD. FAILURE TO SUBMIT REQUIRED SUBMITTAL SCHEDULE WILL RESULT IN EXCESSIVE SUBMITTALS BEING REJECTED WITHOUT REVIEW OR WILL RELIEVE THE GOVERNMENT OF LIABILITY FOR DELAYED SUBMITTAL

REVIEWS. REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR SUBMITTALS AND CONSTRUCTION SCHEDULE.

DEDUCT ALTERNATE #1: EXTERIOR WINDOWS

BASE BID: REMOVE AND REPLACE EXTERIOR WINDOWS AS SHOWN ON THE CONSTRUCTION DOCUMENTS.

DEDUCT ALTERNATE: DO NOT REMOVE AND REPLACE EXTERIOR WINDOWS. LEAVE EXISTING EXTERIOR WINDOWS IN PLACE

DEDUCT ALTERNATE #2: INSTALL PNEUMATIC TUBE SYSTEM

BASE BID: FURNISH AND INSTALL PNEUMATIC TUBE SYSTEM AS SHOWN ON THE CONSTRUCTION DOCUMENTS.

DEDUCT ALTERNATE: DO NOT FURNISH AND INSTALL PNEUMATIC TUBE SYSTEM (INCLUDING STATIONS, BLOWER, TUBES, CLOSURES AT STATIONS, ETC.) PROVIDE GYPSUM BOARD ENCLOSURE AT CHASE WHERE STATIONS ARE TO BE LOCATED.

DEDUCT ALTERNATE #3: DUMBWAITER

BASE BID: FURNISH AND INSTALL DUMBWAITER AND ALL ASSOCIATED DEMOLITION, SHAFT, STRUCTURAL SUPPORTS, ETC. AS SHOWN ON

THE CONSTRUCTION DOCUMENTS.

DEDUCT ALTERNATE: DO NOT FURNISH AND INSTALL DUMBWAITER AND ALL ASSOCIATED DEMOLITION, SHAFT, STRUCTURAL SUPPORTS, ETC. AS SHOWN ON THE CONSTRUCTION DOCUMENTS.

1. THE WORK OF THIS CONTRACT MAY REQUIRE PARTIAL REMOVAL OR DISASSEMBLY OF EXISTING CEILINGS AND/OR WALLS FOR ACCESS TO SPACES WHERE NEW ITEMS ARE REQUIRED TO BE INSTALLED OR EXISTING ITEMS ARE REQUIRED TO BE DEMOLISHED. EXAMPLES OF ITEMS INCLUDE TELECOMMUNICATIONS, PLUMBING, ELECTRICAL, MECHANICAL, FIRE PROTECTION, STRUCTURAL, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THOROUGHLY REVIEWING THE CONSTRUCTION DOCUMENTS AND FOR DETERMINING THE EXTENT OF REMOVAL OR DISASSEMBLY WORK NECESSARY TO PERFORM THE WORK OF THIS PROJECT IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS

2. THE CONTRACTOR SHALL FIELD-VERIFY AND DOCUMENT THE EXISTING CONDITIONS OF CEILING OR WALL SURFACES TO BE REMOVED OR

DISASSEMBLED PRIOR TO BEGINNING THE WORK.

3. THE CONTRACTOR SHALL CAREFULLY REMOVE, OR DISASSEMBLE, EACH EXISTING CEILING OR WALL SURFACE IN A MANNER THAT PREVENTS DAMAGE TO ADJACENT EXISTING SURFACES. DAMAGE TO EXISTING SURFACES SHALL BE REPAIRED BY THE CONTRACTOR.

4. AFTER THE WORK HAS BEEN COMPLETED, THE CONTRACTOR SHALL REPLACE, PATCH, AND FINISH THE EXISTING SURFACE TO THE CONDITION

IT WAS IN PRIOR TO REMOVAL.

5. REFER TO PLUMBING DRAWINGS FOR LOCATIONS OF 3RD FLOOR DRAINS THAT REQUIRE WORK IN 2ND FLOOR CEILINGS. THESE NOTES SHALL

APPLY TO THE 2ND FLOOR WORK TO INSTALL ABOVE-CEILING WORK.

6. REFER TO STRUCTURAL DRAWINGS FOR STEEL SUPPORT ITEMS TO BE INSTALLED ABOVE 2ND FLOOR CEILINGS. THESE NOTES SHALL APPLY

TO THE 2ND FLOOR WORK TO INSTALL ABOVE-CEILING STEEL SUPPORT ITEMS.

VA Project Number:

Building:

Drawing Number:

Project Title:

Project Location:

Issue Date:

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:

Revisions: Date:

CONSULTANTS:

/8

/4

/8

/2

/4

-1

/2

CONSULTANT:

CFR ENGINEERING

20251 CENTURY BLVD.

SUITE 120

GERMANTOWN, MD 20874

877-871-4229

CONSULTANT:

IMEG CORP.

101 NORTH SEVENTH STREET

SUITE 404

LOUISVILLE, KY 40202

440-262-3063

ARCHITECT:

CB DESIGN GROUP

421 KING ST.

SUITE 301

ALEXANDRIA, VA 22314

703-772-4213

PROFESSIONAL SEAL:

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3RD FLOOR LABORATORY

CONSTRUCTION

100% CD SUBMISSION

GENERAL NOTES

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REFERENCES

SMOKING POLICY

MEDICAL WASTE NOTES

NOTE: SEE LIFE SAFETY DRAWINGS FOR SPECIFIC EDITIONS OF APPLICABLE CODES

GENERAL NOTES

HAZARDOUS MATERIALS NOTES

DEDUCT ALTERNATES

ACCESS TO EXISTING CONCEALED AREA NOTES:

CLOCK OR

CLOCK

OUTLET

MANUAL FIRE

ALARM PULL

STATION

LIGHT

SWITCH &

DIMMER

DUPLEX

OUTLET

(LOW)

DUPLEX

OUTLET

(HIGH)

DESK

INTERCOM

OUTLET

INTERCOM

STATION

PHONE/DATA

OUTLET

THERMOSTAT SPECIAL

PURPOSE

OUTLETS

OR

JUNCTION

BOX

SPECIAL

PURPOSE

OUTLETS

DARK ROOM

STATUS LIGHT

SWITCH AT

DOOR OR

CASED OPENING

AUDIBLE

AND/OR VISUAL

FIRE ALARM

SECURITY

STROBE LIGHT

(BLUE LIGHT)

FIREMAN'S

TELEPHONE

JACK

EMERGENCY

STROBE OR

LIGHT

RACEWAY

7'

T O

C O

N T

R O

LS

4'

-0

M A

X H

IG

H

R E

A C

H

3' -0

M

IN

T

O C

O N

T R

O

LS

1' -3

M

IN

L

O W

R E

A C

H

1'

A

LI

G N

W

IT

H T

O P

O F

A D

JA

C

E N

T F

R A

M

E 8" TYP 8" TYP

T O

P O

F B

O X

4'

7'

7'

7'

NURSE CALL

STATION

WITH

CONTROLS

NURSE CALL

STATION

WITHOUT

CONTROLS

5'

NURSE CALL

CORRIDOR

LIGHT (DOME

LIGHT)

7'

DUPLEX OUTLET

ABOVE

COUNTER /

BACKSPLASH

3"

WALL-MTD

TELEPHONE

OUTLET

CARD READER,

LOCAL ALARM,

OR ARMING

STATION

3'

COUNTER

TOP / TOP OF

BACKSPLASH

COAT

HOOKS

(WALL-MTD)

COAT HOOK

(DOOR-MTD)

6"

5'

EQ EQ

6'

T O

C O

N T

R O

LS

4'

-0

M A

X H

IG

H

R E

A C

H

3' -0

M

IN

T

O C

O N

T R

O

LS

1' -3

M

IN

L

O W

R E

A C

H

MEDICAL

GAS ALARM

PANEL

FEC OR

FHV CABINET

1' - 0"

5'

4'

"12" 42"

40"

P L U

M B

IN

G

W A

L L

6" 42"

T O

IL

E

T S

ID

E

W A

L L

6" 36"

S

ID

E W

A L L

12"36"

C O

N T

R O

L W

A L L

T O

IL

E

T S

ID

E

W A

L L

7"

IF A DOUBLE ROLL

DISPENSER IS PROVIDED,

DIMENSION IS TO ROLL

CLOSEST TO TOILET

TOILET PAPER

DISPENSER

S

ID

E W

A L L

15"

COUNTER

MOUNTED

LAVATORY

S

ID

E W

A L L

15"

WALL

MOUNTED

LAVATORY

C O

U N

T E

R H

E

IG

H T

WALL MOUNTED

POSTURE MIRROR

WALL MOUNTED

MIRROR

T O

R

E F

L E

C T

IN

G

S U

R F

A C

E

18"

MIRROR TO

BE 18" X 36" U.N.O

T O

O P

E R

T A

T

IO

N

CENTER

MIRROR

OVER SINK

U.N.O

S H

O W

E R

W A

L L

WALL MOUNTED

SHOWER SEAT

T O

WALL MOUNTED

SOAP DISPENSER

T O

O P

E R

A T

IO

N

S H

O W

E R

W A

L L

T O

IL

E

T C

.L

18"

SWING UP

GRAB BAR

T O

O P

E R

T A

T

IO

N

T O

T O

P

FIRE

EXTINGUISHER IN

FULLY RECESSED CABINET

WALL MOUNTED

MOP HOLDER

T O

F R

O N

T T

P

D G

E O

F D

E C

K

L

IP

W H

N

L

W E

R E

D

WALL MOUNTED

HORIZONTAL

DIAPER CHANGING

STATION

WALL MOUNTED

GRAB BAR

(TOILET SIDE)

WALL MOUNTED

GRAB BAR

(TOILET REAR)

WALL MOUNTED

SHOWER

GRAB BARS

WALL MOUNTED PAPER

TOWEL DISPENSER

(WITH OR WITHOUT

INTEGRAL

TRASH RECEPTICLE)

OR TO TOP OF

RIM, WHICHEVER

IS GREATER.

SWING UP

GRAB BAR

EQUIPMENT, PANEL BOARD,

CABINET, OR SIMILAR FEATURE

CRASH RAIL (ALL TYPES), UON

TYPE NO 1 (SHOWN),

TYPE NO 2, OR TYPE

NO 4 CORNER OR

EDGE GUARD

WHERE BUMPER/CRASH

RAILS TERMINATE OR DO

NOT TURN CORNER

BUMPER RAIL

(ALL TYPES),

UON

DOOR FRAME OR

CASED OPENING

FRAME

OUTLET OR SIMILAR

OUTLET OR

SIMILAR WHEN

ADJ TO FRAME

WHERE

BUMPER/CRASH

RAILS TURN

CORNER

CORNER OR

EDGE GUARD

CORNER OR EDGE

GUARD

COMBINATION

HANDRAIL/CRASH

RAIL (ALL TYPES),

UON

WHERE

TERMINATES

WHERE

COMBINATION

HANDRAIL /

CRASH RAIL

TURNS CORNER

DOOR FRAME OR

CASED

OPENING FRAME

CORNER OR EDGE

GUARD

RECESSED CORNER OR EDGE

GUARD EXTENDING FROM

FLOOR TO CEILING OR

HEADER, TYPICAL UNLESS

OTHERWISE NOTED

EQUIPMENT,

PANEL BOARD,

CABINET, OR

SIMILAR FEATURE

2'

0"

U O

N

1'

U O

N

4'

T Y

P E

2" TYP 2" TYP 2" TYP

4" TYP 4" TYP

2" TYP

T O

P O

F R

A

IL

2'

0"

2" TYP 2" TYP 2" TYP

7'

T

Y P

E N

O S

A

N D

2" TYP 2" TYP 2" TYP

T O

P O

F R

A

IL

2'

0"7'

T Y

P E

N O

S

A N

D

2" TYP

8" 4" TYP

8"

1'

2"

WP-01 WP-01

VA Project Number:

Building:

Drawing Number:

Project Title:

Project Location:

Issue Date:

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:

Revisions: Date:

CONSULTANTS:

/8

/4

/8

/2

/4

-1

/2

CONSULTANT:

CFR ENGINEERING

20251 CENTURY BLVD.

SUITE 120

GERMANTOWN, MD 20874

877-871-4229

CONSULTANT:

IMEG CORP.

101 NORTH SEVENTH STREET

SUITE 404

LOUISVILLE, KY 40202

440-262-3063

ARCHITECT:

CB DESIGN GROUP

421 KING ST.

SUITE 301

ALEXANDRIA, VA 22314

703-772-4213

PROFESSIONAL SEAL:

2345678910111213141516

B

C

D

E

F

G

H

J

K

12345678910111213141516

08-20-2024

608-23-133

AuthorChecker

3RD FLOOR LABORATORY

CONSTRUCTION

100% CD SUBMISSION

TYPICAL MOUNTING HEIGHTS

GI301

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GENERAL MOUNTING HEIGHT NOTESTYPICAL MOUNTING HEIGHTS AND CLEARANCES

CORNER GUARD / BUMPER RAIL / CRASH RAIL / CORRIDOR HANDRAIL TYPICAL MOUNTING HEIGHTS AND CONFIGURATION DIAGRAMS

A. IT IS THE INTENT OF THE DESIGN THAT ALL ITEMS SHOWN MOUNTED AT TYPICAL HEIGHTS

BE ACCESSIBLE TO PERSONS WITH DISABILITIES.

B. THE PURPOSE OF THIS SHEET IS TO ILLUSTRATE TYPICAL MOUNTING HEIGHTS AND - WHERE

APPLICABLE - TYPICAL MINIMUM OR MAXIMUM CLEARANCES AND/OR TYPICAL MOUNTING

CONFIGURATIONS FOR A VARIETY OF ITEMS. CAUTION: THIS SHEET MAY ILLUSTRATE ITEMS

OR CONFIGURATIONS WHICH DO NOT OCCUR AS PART OF THE WORK OF THIS PROJECT.

REFER TO THE PLANS, ELEVATIONS, SECTIONS, DETAILS, AND SCHEDULES TO DETERMINE

WHICH ITEMS AND CONFIGURATIONS APPLY TO THE WORK OF THIS PROJECT.

C. THE MOUNTING HEIGHTS, CLEARANCES, AND CONFIGURATIONS SHOWN ON THIS SHEET ARE

TYPICAL AND SHALL APPLY TO ALL INSTANCES OF THE ITEM (OR GROUP OF ITEMS) SHOWN

UNLESS SPECIFICALLY NOTED OR DIMENSIONED OTHERWISE.

D. SPECIAL OR NON-TYPICAL MOUNTING HEIGHTS OCCUR ONLY WHERE INDICATED BY

ANNOTATED SYMBOLS; BY KEY NOTES; BY NOTES ON PLANS, ELEVATIONS, OR DETAILS; OR

BY UNIQUE DIMENSIONS ON ELEVATIONS OR DETAILS.

E. MOUNTING CONFIGURATION DIAGRAMS ARE ELEVATIONS WHICH ILLUSTRATE TYPICAL

RULES GOVERNING THE RELATIONSHIPS BETWEEN, AND PLACEMENT OF, ITEMS WHICH

OCCUR IN GROUPS OF RELATED ITEMS OR IN CLOSE PROXIMITY TO OTHER PARTS OF THE

WORK (SUCH AS SWITCHES AND DOOR FRAMES). UNLESS OTHER MOUNTING

CONFIGURATIONS ARE SPECIFICALLY NOTED, DIMENSIONED, OR ELEVATED, THE TYPICAL

RELATIONSHIPS, ARRANGEMENTS, AND THE TYPICAL CONFIGURATION DIAGRAMS APPLY

THROUGHOUT THE WORK OF THIS PROJECT.

382 SF

CALL CENTER

W347 303 SF

OFFICE

W348

185 SF

STAIR NO.3

W349

CH

AS

E

31 SF

UTILITY RM

W352

182 SF

MALE TLT

W353

152 SF

STORAGE

W354

159 SF

EXAM ROOM

W355

83 SF

LACTATION RM

W357

61 SF

BIOHAZARD

W356 22 SF

ELEC.

W357A

FIRE CL

382 SF

BIOMED

W346

297 SF

OFFICE

W345

146 SF

OFFICE

W341

289 SF

OFFICE

W342

286 SF

OFFICE

W343

283 SF

STORAGE

W344

34 SF

TOILET

W340

384 SF

OFFICE

W339

LC

CORRIDOR

CORRIDOR

AREA NOT IN SCOPE

A B C D F

H I K LJ

NOT IN SCOPE

NOT IN SCOPE

285 SF

EXAM ROOM

N363

269 SF

EXAM ROOM

N362

142 SF

EXAM

W366

38 SF

BATH

N386A

31 SF

TLT

N387A28 SF

STOR.

N386B

103 SF

FEMALE

W370

11 SF

TEL CL

N359A

125 SF

SPD STOR

N359

151 SF

STORAGE

N358

ELEVATOR NO.1

ELEVATOR NO.2

SERVICE

ELEVATOR NO.3

46 SF

DUMBWAITER

CLOSET

N361

53 SF

TOILET

N360

G

E

VA Project Number:

Building:

Drawing Number:

Project Title:

Project Location:

Issue Date:

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:

Revisions: Date:

CONSULTANTS:

/8

/4

/8

/2

/4

-1

/2

CONSULTANT:

CFR ENGINEERING

20251 CENTURY BLVD.

SUITE 120

GERMANTOWN, MD 20874

877-871-4229

CONSULTANT:

IMEG CORP.

101 NORTH SEVENTH STREET

SUITE 404

LOUISVILLE, KY 40202

440-262-3063

ARCHITECT:

CB DESIGN GROUP

421 KING ST.

SUITE 301

ALEXANDRIA, VA 22314

703-772-4213

PROFESSIONAL SEAL:

2345678910111213141516

B

C

D

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F

G

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12345678910111213141516

08-20-2024

608-23-133

AuthorChecker

3RD FLOOR LABORATORY

CONSTRUCTION

100% CD SUBMISSION

EXISTING CONDITIONS PLAN

GC200

-2

-1

G C

/2

/2

.p d f

Manchester VAMC 718 Smyth Road Manchester, NH 03104

1/8" = 1'-0"A15

EXISTING CONDITIONS PLAN - 3RD FLOOR

NFPA 101 LIFE SAFETY CODE 2021 MANCHESTER NEW HAMPSHIRE

RENOVATE LAB

TOTAL PROJECT AREA 7,800 SF

OCCUPANCY COUNT BUSINESS USE:

7,800 SF / 150 SF PER

BUSINESS USE CONDENSED:

7,800 SF / 50 SF PER

OCCUPANT = 52 OCCUPANTS

EGRESS CAPACITY PROVIDED EXIT DOOR: 48" DOOR 48/.2 = 240

OCCUPANTS MAX.

TOTAL EGRESS CAPACITY 240 OCCUPANTS

CORRIDOR MINIMUM 72" ALLOWED BY VA STANDARDS

94" EXISTING EXIT CORRIDORS

CHAPTER 39 – EXISTING BUSINESS OCCUPANCY

39.2 MEANS OF EGRESS REQUIREMENTS

39.2.1.1 ALL MEANS OF EGRESS SHALL BE IN ACCORDANCE WITH CHAPTER 7 AND THIS

CHAPTER.

7.1.10 MEANS OF EGRESS RELIABILITY

7.1.10.1 MEANS OF EGRESS SHALL BE CONTINUOUSLY MAINTAINED FREE OF ALL

OBSTRUCTIONS OR IMPEDIMENTS TO FULL INSTANT USE IN THE CASE OF FIRE OR

OTHER EMERGENCY.

39.5.2 HEATING, VENTILATING, AND AIR-CONDITIONING. HEATING, VENTILATING, AND AIR-

CONDITIONING EQUIPMENT SHALL COMPLY WITH THE PROVISIONS OF SECTION 9.2.

9.2.1 AIR CONDITIONING, HEATING, VENTILATION DUCTWORK, AND RELATED EQUIPMENT. AIR

CONDITIONING, HEATING, VENTILATION DUCTWORK, AND RELATED EQUIPMENT SHALL BE IN

ACCORDANCE WITH NFPA 90A.

39.2.2.2. DOORS

39.2.2.1 DOORS COMPLYING WITH 7.2.1 SHALL BE PERMITTED

39.2.3 CAPACITY OF MEANS OF EGRESS.

39.2.3.1 THE CAPACITY OF MEANS OF EGRESS SHALL BE IN ACCORDANCE WITH SECTION

7.3

7.3 / TABLE 7.3.3.1 THE CAPACITY OF MEANS OF EGRESS PROVIDING TRAVEL BY MEANS

OF STAIRS SHALL BE 0.3 IN. PER PERSON, AND THE CAPACITY OF MEANS OF EGRESS

PROVIDING HORIZONTAL TRAVEL (WITHOUT STAIRS) BY MEANS SUCH AS DOORS,

RAMPS, OR HORIZONTAL EXITS SHALL BE 0.2 IN. PER PERSON.

39.2.3.2 THE CLEAR WIDTH OF ANY CORRIDOR OR PASSAGEWAY SERVING AN

OCCUPANT LOAD OF 50 OR MORE SHALL BE NOT LESS THAN 44 IN.

39.2.4 NUMBER OF MEANS OF EGRESS

39.2.4.1 MEANS OF EGRESS SHALL COMPLY WITH ALL OF THE FOLLOWING, EXCEPT AS

OTHERWISE PERMITED

(2) NOT LESS THAN TWO SEPARATE EXITS SHALL BE PROVIDED ON EVERY STORY.

39.2.5 ARRANGEMENT OF MEANS OF EGRESS

39.2.5.1 MEANS OF EGRESS SHALL BE ARRANGED IN ACCORDANCE WITH SECTION 7.5.

7.5.1.3.3 IN BUILDINGS PROTECTED THROUGHOUT BY AN APPROVED, SUPERVISED

AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE IWHT SECTION 9.7, THE MINIMUM

SPEARATION DISATNACE BETWEEN TWO EXITS, EXIT ACCESSES, OR EXIT DISCHARGES,

MEASURED IN ACCORDANCE WITH 7.5.1.3.2, SHALL BE NOT LESS THAN ONE-THIRD THE

LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE BUILDING OR AREA

TO BE SERVED.

39.2.5.2.1 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.

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

PROTECTED THROUGHOUT BY AN APPROVED, SUPERVISED AUTOMATIC SPRINKLER

SYSTEM IN ACCORDANCE WITH 9.7.1.1(1).

39.2.6 TRAVEL DISTANCE TO EXITS

39.2.6.3 TRAVEL DISTANCE SHALL NOT EXCEED 300 FT IN BUSINESS OCCUPANCIES

THROUGHOUT BY AN APPROVED, SUPERVISED AUTOMATIC SPRINKLER SYSTEM IN

ACCORDANCE WITH 9.7.

39.2.7 DISCHARGE FROM EXITS. EXITS SHALL COMPLY WITH SECTION 7.7.

7.7.1 EXIT TERMINATION. EXITS SHALL TERMINATE DIRECTLY, AT A PUBLIC WAY OR AT

AN EXTERIOR EXIT DISCHARGE, UNLESS OTHERWISE PROVIDED IN 7.7.1.2 THROUGH

7.7.1.4

7.7.1.2 THE REQUIREMENT OF 7.7.1 SHALL NOT APPLY TO INTERIOR EXIT DISCHARGE AS

OTHERWISE PROVIDED IN 7.7.2.

7.7.2 EXIT DISCHARGE THROUGH INTERIOR BUILDING AREAS. EXITS SHALL BE PERMITTED TO

DISCHARGE THROUGH INTERIOR BUILDING AREAS, PROVIDE THAT ALL OF THE FOLLOWING

ARE MET:

(1) NOT MORE THAN 50 PERCENT OF THE REQUIRED NUMBER OF EXIT STAIRS SERVING

NORMALL OCCUPIED AREAS OF EACH FLOOR, AND NOT MORE THAN 50 PERCENT OF THE

EXIT STAIR CAPACITY REQUIRED FOR NORMALLY OCCUPIED AREAS OF EACH FLOOR,

SHALL DISCHARGE THROUGH AREAS ON ANY LEVEL OF DISCHARGE, EXCEPT AS

OTHERWISE PERMITTED BY ONE OF THE FOLLOWING:

(A)ONE HUNDRED PERCENT OF THE EXITS SHALL BE PERMITTED TO DISCHARGE

THROUGH AREAS ON ANY LEVEL OF DISCHARGE IN DETENTION AND CORRECTIONAL

OCCUPANCIES AS OTHERWISE PROVIDED IN CHAPTERS 22 AND 23.

(B) IN EXISTING BUILDINGS, THE 50 PERCENT LIMIT ON EGRESS CAPACITY SHALL NOT

APPLY IF THE 50 PERCENT LIMIT ON THE REQUIRED NUMBER OF EXITS IS MET.

(2) EACH LEVEL OF DISCHARGE SHALL DISCHARGE DIRECTLY OUTSIDE AT THE FINISHED

GROUND LEVEL OR DISCHARGE DIRECTLY OUTSIDE AND PROVIDE ACCESS TO THE

FINISHED GROUND LEVEL BY OUTSIDE STAIRS OR OUTSIDE RAMPS.

(3) THE INTERIOR EXIT DISCHARGE SHALL LEAD TO A FREE AND UNOBSTRUCTED WAY

TO THE EXTERIOR OF THE BUILDING, AND SUCH WAY SHALL BE READILY APPARENT OR

SHALL BE IDENTIFIABLE BY EXIT SIGNAGE FROM THE POINT OF DISCHARGE FROM THE

EXIT.

(4) THE INTERIOR EXIT DISCHARGE SHALL BE PROTECTED BY ONE OF THE FOLLOWING

METHODS:

(A) THE LEVEL OF DISCHARGE SHALL BE PROTECTED THROUGHOUT BY AN APPROVED

AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 9.7, OR THE PORTION

OF THE LEVEL OF DISCHARGE USED FOR INTERIOR EXIT DISCHARGE SHALL BE

PROTECTED BY AN APPROVED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH

SECTION 9.7 AND SHALL BE SEPARATED FROM THE NONSPRINKLERED PORTION OF THE

FLOOR BY FIRE BARRIERS WITH A FIRE RESISTANCE RATING MEETING THE

REQUIREMENTS FO RTHE ENCLOSURE OF EXITS.

(5) THE ENTIRE AREA ON THE LEVEL OF DISCHARGE SHALL BE SEPARATED FROM AREAS

BELOW BY CONSTRUCTION HAVING A FIRE RESISTANCE RATING NOT LESS THAN THAT

REQUIRED FOR THE EXIT ENCLOSURE, UNLESS OTHERWISE PERMITED IN 7.7.2(6).

(6) LEVELS BELOW THE LEVEL OF DISCHARGE IN AN ATRIUM SHALL BE PERMITTED TO

BE OPEN TO THE LEVEL OF DISCHARGE WHERE SUCH LEVEL OF DISCHARGE IS

PROTECTED IN ACCORDANCE WITH 8.6.7.

BULK SUPPLY

W307

HAZ STOR

W306

MECHANICAL

ROOM

W309

STAIR

NO.3

SUPERVISOR

OFFICE

N319

SUPERVISOR

OFFICE

N318

CHIEF

PATHOLOGIST

N316

URIANALYSIS

W310

BLOOD BANK

W311

MANAGER

OFFICE

N317

HISTOLOGY

W305

MICROBIOLOGY

W304

CHEMISTRY,

HEMATOLOGY,

COAG., GLYCOS.

W303

SEND OUT AREA

W302

INTAKE/PROC

W301

HAC

W308

CORRIDOR

W312

MECHANICAL

ROOM

N312

HOOD-

HOOD-

FU

ME

HO

OD

NOT IN SCOPE

NOT IN SCOPE

CORRIDOR

N320

FEC

PATH TO EXIT 83'-9"

REQUIRED TRAVEL DISTANCE:

UNDER 100'-0"

FEC

CONFERENCE

ROOM

W300A

BREAK ROOM

W300

HATCHED AREA DENOTES 2HR FLOOR INFILL

FOR EXISTING LINEN CHUTE

TELECOM ROOM

W300B

GROUP OFFICE

N315

WOMEN TOILET

N314

MEN TOILET

N313

WAITING ROOM

N321PATH TO EXIT 25'-3"

DEAD END CORRIDOR DISTANCE:

UNDER 50'-0"

CODE ANALYSIS LEGEND

1 HOUR FIRE BARRIER PER NFPA 101 8.6 /

19.3.2.1.2. OPENINGS FIRE RATED FOR 45

MINUTES UNLESS SHAFT, EXIT ENCLOSURE, OR

EXIT PASSAGEWAY WALLS WHICH REQUIRE 1

HOUR RATED OPENINGS.

2 HOUR FIRE BARRIER PER NFPA 101 8.2.

OPENINGS FIRE RATED FOR 90 MINUTES.

EGRESS PATH WITH NAME, SEGMENT LENGTH,

AND DIRECTION INDICATEDPATH A

OPENING RATING IN MINUTES

OPENING RATING IN MINUTES

FEC FIRE EXTINGUISHER CABINET

EXIT SIGN

VA Project Number:

Building:

Drawing Number:

Project Title:

Project Location:

Issue Date:

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:

Revision s:

Dat e: CONSULTANTS:

/8

'-0

4 '

8 '

6 '

/4

'-0

/8

'-0

/2

'-0

/4

'-0

'-0

-1 /2

'-0

'-0

CONSULTANT:

COMPANY NAME

COMPANY

ADDRESS

COMPANY

ADDRESS

XXX-XXX-XXXX

CONSULTANT:

COMPANY NAME

COMPANY ADDRESS

COMPANY ADDRESS

XXX-XXX-XXXX

ARCHITECT:

CB DESIGN GROUP

421 KING ST.

SUITE 301

ALEXANDRIA, VA

22314 703-772-4213

PROFESSIONAL SEAL:

2345678910111213141516

B

C

D

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12345678910111213141516

2 '

2 '

08/20/2024

608-23-133

AuthorChecker

3RD FLOOR LABORATORY

CONSTRUCTION

100% CD SUBMISSION

LIFE SAFETY ANALYSIS AND 3RD

LEVEL PLAN

LS100

8-

-1

. L

S1

. 1 1/

/2

3.

pd f

Manchester VAMC 718 Smyth Road Manchester, NH 03104

1/8" = 1'-0"1 3RD LEVEL LIFE SAFETY FLOOR PLAN

1. REMOVE WALL(S) INCLUDING FINISHES, DOORS, WINDOWS, FRAMES AND ALL OTHER

RELATED ITEMS. REMOVE WALLS FROM EXISTING SLAB TO STRUCTURE ABOVE.

2. REMOVE ALL ROOM FINISHES. REMOVE FLOOR FINISHES DOWN TO SLAB (INCLUDES

FLOORING, BASE, ALL ADHESIVES, GROUT, ETC). PREPARE EXISTING SLAB TO RECEIVE

NEW FLOORING.

3. REMOVE PERIMETER WALL GYPSUM BOARD DOWN TO EXISTING EXTERIOR WALL

STRUCTURE.

4. REMOVE DOOR(S) AND FRAME(S). (TO INCLUDE STOPS, HOLD OPENS, ANCHORS AND

THRESHOLDS WHERE THEY OCCUR)

5. REMOVE SINK AND ASSOCIATED ACCESSORIES.

6. REMOVE CASEWORK / MILLWORK AND ALL ANCHORS, BLOCKING, ETC.

7. CAREFULLY REMOVE EXISTING EXTERIOR WINDOW AND SILL, INCLUDING FRAME, CLIPS,

BLOCKING, ETC.

8. REMOVE CERAMIC TILE AND BASE.

9. REMOVE ALL CEILINGS AND BULKHEADS INCLUDING ALL ANCHORS, HANGERS, LIGHTING

DEVICES, ETC.

10. REMOVE DISPLAY / DIRECTORY CASE - SALVAGE TO OWNER.

11. REMOVE ALL PLUMBING FIXTURES & ACCESSORIES (GRAB BARS, WALL-MOUNTED

DISPENSERS, ETC). SEE M.E.P. DWGS. FOR FIXTURE & PIPING DEMOLITION.

12. REMOVE BATHROOM STALLS & TOILET PARTITIONS.

13. REMOVE ALL UNIT HEATERS, RADIATORS, PIPING, CONCRETE BASE, ETC. REFER TO MEP

DRAWINGS.

14. SALVAGE AND RELOCATE ACCESS CONTROL PANELS.

15. CAREFULLY SAWCUT AND REMOVE EXISTING FLOOR SLAB AND STRUCTURE TO CREATE

OPENING FOR NEW DUMBWAITER. REFER TO DUMBWAITER DETAILS AND

STRUCTURAL.

DEMOLITION KEY NOTES #

CALL CENTER

W347

OFFICE

W348

STAIR NO.3

W349

CH

AS

E

UTILITY RM

W352

MALE TLT

W353

STORAGE

W354

EXAM ROOM

W355

LACTATION RM

W356

BIOHAZARD

W357

ELEC.

W357A

FIRE CL

BIOMED

W346

OFFICE

W345

OFFICE

W341

OFFICE

W342

OFFICE

W343

STORAGE

W344

TOILET

W340 OFFICE

W339

LC

CORRIDOR

1 11

11 1

11 11 1

1 1

1 111

11111

2 3 2 3 2 3 2 3 2 3

2 3

2 3

2 3 2 3 2 3 2 3 2 3

2 3

44 4 4

5 5

7 7

7 7 7 7 7 7 7 7 7 7

7 7 7 7 7

8 8

8 8

8 8

9 9 9 9

2 9

13 13 13 13 13 13 13 13 13

13 13 13 13 13 13 13 13 13 13

13 13 13

A B C D F

H I K L

J

J

4 4

4 4

A3

A3

A3

3 3

5 5

13 13

2 2

2 2 2

2'

1/

4"

4 1

1 1111

4 4

2'

1/

2"

A4

AD101

G

E

AE908

A17

7 7 7

TYP.

CAUTION: OPENING IN FLOOR

FOR MECHANICAL SHAFT

2'

1 1 1 1

1 1

VA Project Number:

Building:

Drawing Number:

Project Title:

Project Location:

Issue Date:

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:

Revisions: Date:

CONSULTANTS:

/8

/4

/8

/2

/4

-1

/2

CONSULTANT:

CFR ENGINEERING

20251 CENTURY BLVD.

SUITE 120

GERMANTOWN, MD 20874

877-871-4229

CONSULTANT:

IMEG CORP.

101 NORTH SEVENTH STREET

SUITE 404

LOUISVILLE, KY 40202

440-262-3063

ARCHITECT:

CB DESIGN GROUP

421 KING ST.

SUITE 301

ALEXANDRIA, VA 22314

703-772-4213

PROFESSIONAL SEAL:

2345678910111213141516

B

C

D

E

F

G

H

J

K

12345678910111213141516

08-20-2024

608-23-133

AuthorChecker

3RD FLOOR LABORATORY

CONSTRUCTION

100% CD SUBMISSION

DEMOLITION PLAN

AD100

-2

-1

A D

.p d f

Manchester VAMC 718 Smyth Road Manchester, NH 03104

W347 - CALL CENTER W348 - OFFICE W352 - UTILITY RM W353 - MALE TLT W354 - "STORAGE" W355 - EXAM ROOM W357 - BIOHAZARD

W339 - OFFICEW340 - TOILETW341 - OFFICEW342 - OFFICEW343 - OFFICEW343 - CORRIDOR W344 - STORAGEW346 - BIOMED

GENERAL DEMOLITION NOTES

D1 CONCRETE SLABS TO REMAIN SHALL BE PATCHED, SCRAPED, LEVELED, AND CLEANED TO

PROVIDE SURFACE SUITABLE FOR NEW FINISHES. CONTRACTOR IS RESPONSIBLE FOR

PROVIDING ALL CONCRETE SLAB DEMOLITION AND REPLACEMENT NECESSARY TO INSTALL

NEW WORK.

D2 PARTITIONS SHOWN TO BE REMOVED SHALL BE CONFIRMED BY THE CONTRACTOR AS TO

TYPE OF PARTITION AND EXACT LOCATION. COMPLETELY REMOVE PARTITIONS FROM FLOOR

TO STRUCTURE, INCLUDING ALL FASTENERS, GROUTS, SEALANTS, ETC, UNLESS NOTED

OTHERWISE. MASONRY PARTITIONS WHICH EXTEND THROUGH THE SLAB SHALL BE REMOVED

TO 8" BELOW FINISH FLOOR. FILL SLAB OPENING WITH CONCRETE FILL TO RECEIVE FLOOR

FINISH. WHERE WALLS SCHEDULED TO BE REMOVED SIT ON SLABS, GRIND SLAB TO RECEIVE

FLOOR FINISH. REMOVAL OF WALLS / PARTITIONS SHALL INCLUDE ALL ITEMS MOUNTED ON

AND IN THE WALL / PARTITION.

D3 REMOVE, PATCH, AND REPAIR PORTIONS OF WALL PARTITIONS WHICH CONFLICT WITH NEW

WORK TO BE INSTALLED, EVEN IF NOT SPECIFICALLY NOTED TO BE DEMOLISHED ON PLANS.

D4 WALLS TO BE REMOVED FROM INTERSECTING MASONRY WALLS SHALL INCLUDE TOOTHED-IN

REPLACEMENT OF DAMAGED MASONRY ON WALL TO REMAIN AND REMOVAL OF TIES

PROJECTING FROM WALLS.

D5 ALL EXISTING STRUCTURE SHALL REMAIN, UNLESS NOTED OTHERWISE.

D6 COORDINATE DEMOLITION OF ALL STRUCTURAL ITEMS (COLUMNS, BEAMS, SLABS, ETC) WITH

STRUCTURAL DRAWINGS. EXTENT OF DEMOLITION AREA SHALL BE IN ACCORDANCE WITH

STRUCTURAL REQUIREMENTS AND COORDINATED WITH ALL NEW WORK.

D7 TEMPORARILY SUPPORT ALL BEAMS, LINTELS, PORTIONS OF WALLS, ETC, TO BE DISTURBED

BY DEMOLITION WORK UNTIL THEY ARE RE-SUPPORTED BY NEW WORK.

D8 CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE INTEGRITY OF EXISTING

BUILDING ELEMENTS TO REMAIN THROUGHOUT THE SEQUENCE OF WORK. ANY DAMAGE TO

EXISTING BUILDING CONDITIONS SHOWN TO REMAIN SHALL BE RESTORED TO NEW WORK

CONDITION AT NO ADDITIONAL COST TO THE OWNER.

D9 WINDOWS SCHEDULED FOR REMOVAL SHALL BE REMOVED COMPLETELY. FASTENERS MAY

BE CUT FLUSH WITH HEAD, JAMBS, AND SILLS IF THE NEW WINDOW UNIT WILL CONCEAL

FASTENER. PROTECT EXISTING SILLS SCHEDULED TO REMAIN. ALL EXISTING WINDOW

OPENINGS MUST BE FIELD MEASURED.

D10 WHERE FINISHES ARE INDICATED TO BE REMOVED, REMOVAL SHALL INCLUDE ANY GROUT,

ADHESIVES, FASTENERS, AND ALL OTHER ITEMS USED TO ATTACH THE FINISHES TO THE

SURFACES THEY COVER.

D11 WHERE CEILINGS ARE TO BE REMOVED, REMOVE ALL CEILING SYSTEMS COMPLETELY,

INCLUDING GRID, TRIM, HANGERS, CLIPS, ETC. DOUBLE CEILINGS ARE NOT PERMITTED

WHERE NEW CEILINGS ARE SPECIFIED. REMOVE ALL ORIGINAL CONCEALED CEILINGS WHERE

ENCOUNTERED. WHERE HARD CEILINGS ARE TO BE REMOVED, REMOVE ENTIRE CEILING

INCLUDING FRAMING AND SUPPORTS.

D12 ALL EXISTING SURFACES TO REMAIN SHALL BE PROTECTED, PATCHED/REPAIRED/REPLACED

IF DAMAGED, AND CLEANED PRIOR TO APPLICATION OF FINISHES.

D13 CONTRACTOR TO PROTECT ALL EQUIPMENT AND OTHER EXISTING ELEMENTS IN SCOPE OF

NEW WORK AND DEMOLITION AREA.

D14 REMOVE ALL WINDOW TREATMENTS IN AREAS OF RENOVATION AND DEMOLITION UNLESS

NOTED OTHERWISE.

D15 REFER TO,…