613-124 Ren Exp 47-Bed Dom C Pod Repl AHU_Dwgs Vol I.pdf

N o rt h

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Issued:

10987654321

10987654321

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ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

C U s e rs

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GI001

COVER SHEET RENOVATE/EXPAND 47-BED

DOMICILIARY POD C AND REPLACE

AIR HANDLING UNITS

VAMC MARTINSBURG, WV 25405

613-124

502C

12/11/2020 CC PJS

CONSTRUCTION DOCUMENTS

(Contract Deliverable CD 100%)

VEG 19.26

MARTINSBURG VA MEDICAL CENTER

VAMC MARTINSBURG, WV 25405

VAMC PROJECT #: 613-124

RENOVATE/EXPAND 47-BED DOMICILIARY POD C AND REPLACE AIR

HANDLING UNITS

VICINITY MAP SHEET INDEX

SHEET NUMBER SHEET NAME

EP112 POWER PLAN - FIRST FLOOR - NEW ADDITION

EP113 POWER PLAN - CONNECTIONS FROM E-POD

ET110 TELCOMM PLAN - FIRST FLOOR - NORTH

ET111 TELCOMM PLAN - FIRST FLOOR - SOUTH

ET112 TELCOMM PLAN - FIRST FLOOR - NEW ADDITION

ET113 TELCOMM PLAN - CABLE TRAY ROUTING

E-501 ELECTRICAL DETAILS

E-502 ELECTRICAL DETAILS

E-503 LIGHT FIXTURE SCHEDULE

E-504 ELECTRICAL LIGHTING CONTROL SCHEDULES

E-505 ELECTRICAL LIGHTING CONTROL WIRING DIAGRAMS

E-601 ELECTRICAL ONE-LINE (E-POD)

E-602 ELECTRICAL ONE-LINE (C-POD)

E-603 ELECTRICAL PANEL SCHEDULES

E-604 ELECTRICAL PANEL SCHEDULES

SHEET NUMBER SHEET NAME

A-531 ROOF & ENVELOPE DETAILS

A-532 ROOF & ENVELOPE DETAILS

A-610 WALL TYPE SCHEDULE

A-611 WALL TYPE SCHEDULE

A-620 DOOR SCHEDULE & DETAILS

A-621 WINDOW SCHEDULE & DETAILS

A-630 INTERIOR SIGNAGE DETAILS

A-640 ROOM FINISH SCHEDULE

A-641 OVERALL INTERIOR FINISHES FLOOR PLAN

A-642 FINISHES FLOOR PLAN - NORTH

A-643 FINISHES FLOOR PLAN - SOUTH

A-644 FINISHES FLOOR PLAN - ADDITION

A-910 ISOMETRIC VIEW

FIRE PROTECTION

FA110 FIRST FLOOR FIRE ALARM

FA111 FIRST FLOOR FIRE ALARM DEMO

FP110 FLOOR & SPRINKLER PLAN

FP111 SPRINKLER DEMOLITION PLAN

PLUMBING

PP001 PLUMBING SYMBOLS LEGEND AND ABBREVIATIONS

PD101 DEMOLITION PLUMBING FLOOR PLAN

PP101 OVERALL PLUMBING FOUNDATION FLOOR PLAN

PP102 ENLARGED NORTH PLUMBING FOUNDATION FLOOR PLAN

PP103 ENLARGED SOUTH PLUMBING FOUNDATION FLOOR PLAN

PP104 ENLARGED ADDITION PLUMBING FOUNDATION FLOOR PLAN

PP105 OVERALL PLUMBING FLOOR PLAN

PP106 ENLARGED NORTH PLUMBING FLOOR PLAN

PP107 ENLARGED SOUTH PLUMBING FLOOR PLAN

PP108 ENLARGED ADDITION PLUMBING FLOOR PLAN

PP201 LARGE SCALE PLUMBING PLANS

PP301 SANITARY SEWER RISER DIAGRAM

PP302 DOMESTIC WATER RISER DIAGRAM

PP501 PLUMBING DETAILS

PP701 PLUMBING SCHEDULES

MECHANICAL

M-001 MECHANICAL SYMBOL LEGEND AND ABBREVIATIONS

MD101 DEMOLITION HVAC FLOOR PLAN

MD102 DEMOLITION PIPING FLOOR PLAN

MH101 OVERALL HVAC FLOOR PLAN

MH102 ENLARGED NORTH HVAC FLOOR PLAN

MH103 ENLARGED SOUTH HVAC FLOOR PLAN

MH104 ENLARGED ADDITION HVAC FLOOR PLAN

MP101 OVERALL HVAC PIPING FLOOR PLAN

MP102 ENLARGED NORTH HVAC PIPING FLOOR PLAN

MP103 ENLARGED SOUTH HVAC PIPING FLOOR PLAN

MP104 ENLARGED ADDITION HVAC PIPING FLOOR PLAN

M301 MECHANICAL SECTIONS

M302 MECHANICAL SECTIONS

M401 MECHANICAL ENLARGED PLANS

M501 MECHANICAL DETAILS

M502 MECHANICAL DETAILS

M503 MECHANICAL DETAILS

M601 MECHANICAL SCHEDULES

M602 MECHANICAL SCHEDULES

M701 MECHANICAL CONTROLS

M702 MECHANICAL CONTROLS

ELECTRICAL

E-001 ELECTRICAL ABBREVIATIONS AND GENERAL NOTES

E-002 ELECTRICAL SYMBOLS

ED110 ELECTRICAL DEMOLITION PLAN - FIRST FLOOR

ES101 ELECTRICAL SITE PLAN

ES102 ELECTRICAL COURTYARD PLAN

ES103 PARTIAL ELECTRICAL PLAN AND SITE PLAN

EL110 LIGHTING PLAN - FIRST FLOOR - NORTH

EL111 LIGHTING PLAN - FIRST FLOOR - SOUTH

EL112 LIGHTNG PLAN - FIRST FLOOR - NEW WING

EL113 LIGHTING CONTROL PLAN - FIRST FLOOR - NORTH

EL114 LIGHTING CONTROL PLAN - FIRST FLOOR - SOUTH

EL115 LIGHTING CONTROL PLAN - FIRST FLOOR - NEW WING

EP110 POWER PLAN - FIRST FLOOR - NORTH

EP111 POWER PLAN - FIRST FLOOR - SOUTH

SHEET NUMBER SHEET NAME

GENERAL

GI001 COVER SHEET

GI002 GENERAL INFORMATION AND ABBREVIATIONS

GI003 ACCESSIBILITY GUIDELINES

CIVIL

C-001 CIVIL GENERAL NOTES

CD101 CIVIL DEMOLITION PLAN - NEW ADDITION

CS100 OVERALL CIVIL SITE PLAN

CS101 CIVIL SITE PLAN - NEW ADDITION

CS102 CIVIL SITE PLAN - NEW TRANSFORMER

CG101 GRADING PLAN - NEW ADDITION

CG102 EROSION AND SEDIMENT CONTROL PLAN

CG501 EROSION AND SEDIMENT CONTROL DETAILS

CU101 UTILITY PLAN - NEW ADDITION

C-501 CIVIL DETAILS

C-502 CIVIL DETAILS

LANDSCAPE

L-001 LANDSCAPE GENERAL NOTES

LD101 DEMOLITION PLAN - COURTYARD

LS101 LANDSCAPE SITE PLAN - COURTYARD

LS102 LANDSCAPE SITE PLAN - NEW ADDITION

LP101 PLANTING PLAN - COURTYARD

L-501 LANDSCAPE DETAILS

L-901 COURTYARD PERSPECTIVES

STRUCTURE

S-001 STRUCTURAL GENERAL NOTES

S-110 FOUNDATION PLAN

S-120 FRAMING PLAN & COLUMN SCHEDULE

S-310 FRAMING STRUCTURAL SECTIONS

S-320 WALL STRUCTURAL SECTIONS

S-510 FOUNDATION DETAILS

S-520 STEEL FRAMING TYPICAL DETAILS

S-600 CMU TYPICAL DETAILS

S-601 TYPICAL STRUCTURAL DETAILS

S-610 STEEL CONNECTION DETAILS

ARCHITECTURE

AS100 ARCHITECTURAL SITE PLAN

AC110 LIFE SAFETY CODE COMPLIANCE - FLOOR PLAN

HA101 OVERALL HAZARDOUS MATERIALS ABATEMENT FLOOR PLAN

AD110 OVERALL DEMOLITION FLOOR PLAN

AD111 ENLARGED DEMOLITION PLAN - NORTH

AD112 ENLARGED DEMOLITION PLAN - SOUTH

AE110 DEPARTMENT FLOOR PLAN

A-110 OVERALL FLOOR PLAN

A-111 ENLARGED FLOOR PLAN - NORTH

A-112 ENLARGED FLOOR PLAN - SOUTH

A-113 ENLARGED FLOOR PLAN - ADDITION

A-120 OVERALL REFLECTED CEILING PLAN

A-121 ENLARGED REFLECTED CEILING PLAN - NORTH

A-122 ENLARGED REFLECTED CEILING PLAN - SOUTH

A-123 ENLARGED REFLECTED CEILING PLAN - ADDITION

A-130 ROOF PLAN

A-210 EXTERIOR ELEVATIONS

A-211 EXTERIOR ELEVATIONS

A-212 EXTERIOR ELEVATIONS

A-220 INTERIOR ELEVATIONS

A-221 WALL FINISH ELEVATIONS

A-222 WALL FINISH ELEVATIONS

A-223 WALL FINISH ELEVATIONS

A-224 WALL FINISH AND BUILT-IN FURNITURE ELEVATIONS

A-310 BUILDING SECTIONS

A-320 EXTERIOR WALL SECTIONS

A-321 EXTERIOR WALL SECTIONS

A-322 EXTERIOR WALL SECTIONS

A-410 ENLARGED STAIR PLANS & SECTIONS

A-413 ENLARGED PLANS & DETAILS

A-414 ENLARGED PLANS & DETAILS

A-430 MILLWORK SECTIONS & DETAILS

A-510 PLAN DETAILS

A-520 CEILING DETAILS

A-530 ROOF & ENVELOPE DETAILS

SITE MAP

rwwhe Image

A. ALL CONTRACTORS AND THEIR SUPERVISORY PERSONNEL MUST REVIEW THE GENERAL AND SUPPLEMENTARY CONDITIONS TO THE

CONTRACT.

B. ALL WORK MUST CONFORM WITH SPECIFICATION REQUIREMENTS.

C. CONTRACTOR MUST OBTAIN ALL REQUIRED BUILDING AND OCCUPANCY PERMITS.

D. CONTRACTOR MUST BECOME FULLY ACQUAINTED WITH CONDITIONS RELATED TO THE WORK.

E. CONTRACTOR MUST BE SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND THE SAFETY OF ALL

CONSTRUCTION PERSONNEL AND VISITORS.

F. DRAWINGS CONTAINED IN THIS SET MUST NOT BE REPRODUCED FOR SHOP DRAWINGS. COPIES OF THESE DRAWINGS SUBMITTED AS SHOP

DRAWINGS WILL BE REJECTED AND RETURNED TO THE CONTRACTOR.

G. EACH INSTALLER MUST EXAMINE SUBSTRATE AND/OR CONDITIONS UNDER WHICH THE WORK WILL BE INSTALLED AND REPORT TO THE CONTRACTOR IN WRITING ANY CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY EXECUTION OF THAT INSTALLER'S WORK. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. COMMENCING WITH INSTALLATION WILL CONSTITUTE ACCEPTANCE OF THE

SUBSTRATE AND/OR CONDITIONS.

H. DO NOT SCALE DRAWINGS: FOLLOW WRITTEN DIMENSIONS AND NOTES. CONTACT VHA COR FOR CLARIFICATIONS, IF REQUIRED.

I. DIMENSIONS SHOWN ON THE FLOOR PLAN ARE TO THE FACE OF STUD (FOS), FACE OF MASONRY (FOM), FACE OF CONCRETE WALLS (FOC) AND

COLUMN GRID LINES, UNLESS OTHERWISE NOTED OR INDICATED.

J. WALL THICKNESSES ARE NOMINAL DIMENSIONS, NOT ACTUAL DIMENSIONS. ALL STUD WALL THICKNESSES ARE 5 INCHES, UNLESS

DIMENSIONED OTHERWISE.

K. EXTERIOR MASONRY WALLS (NEW AND EXISTING) ARE 12" THICK, CONSTRUCTED WITH 8" CMU AND 4" BRICK VENEER. SEE WALL SECTION

DETAILS FOR WALL CONFIGURATION.

L. "TYPICAL", AS USED IN THESE DOCUMENTS, MEANS THAT THE CONDITION OR DIMENSION IS REPRESENTATIVE OF, OR THE SAME, FOR SIMILAR

CONDITIONS THROUGHOUT.

M. IF THERE IS A DISCREPANCY BETWEEN SMALL SCALE AND LARGE SCALE DRAWINGS, (PLAN, SECTION, & DETAIL DRAWINGS, ETC.), CONTACT

VHA CO FOR CLARIFICATION.

N. IF THERE ARE ANY DISCREPANCIES BETWEEN THE DRAWINGS AND SPECIFICATIONS, CONTACT VHA CO FOR CLARIFICATION.

O. ANY DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL CONDITIONS MUST BE REPORTED TO THE VHA COR IN WRITING FOR RESOLUTION, PRIOR TO PROCEEDING WITH THE WORK.

P. ANY AND ALL DISCREPANCIES MUST BE REPORTED TO THE VHA COR IN WRITING FOR RESOLUTION, PRIOR TO PROCEEDING WITH THE WORK. IN THESE INSTANCES, NO CHANGE ORDERS OR EXTENSIONS OF TIME WILL BE ALLOWED OR ACCEPTED FOR PROCEEDING WITH THE WORK WITHOUT THE VHA COR'S WRITTEN DIRECTION AND APPROVAL. ALSO, CONTRACTOR MUST REPAIR AND/OR REPLACE ANY UNAUTHORIZED

WORK, AS DIRECTED BY THE VHA COR, AT NO ADDITIONAL COST TO THE VHA.

Q. ALL DISSIMILAR METAL MATERIALS MUST BE ISOLATED WITH AN APPROVED NONMETAL ISOLATION MATERIAL.

R. OPEN EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES, BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALL PANELS AND AT PENETRATIONS OF UTILITIES THROUGH THE BUILDING ENVELOPE, ETC, MUST BE SEALED, CAULKED, FLASHED OR WEATHER-STRIPPED AS REQUIRED FOR COMPATIBILITY WITH ADJACENT MATERIALS AND TO ELIMINATE AIR LEAKAGE AND WATER, AND VERMIN ENTRY.

S. PROVIDE SEALANT AND/OR CAULKING BETWEEN DISSIMILAR ADJOINING MATERIALS. (I.E. WINDOW SILLS TO GYP. BD., ACT CEILINGS TO

MASONRY WALLS, ETC.)

T. DOOR OPENINGS NOT LOCATED BY DIMENSION MUST BE LOCATED 4 INCHES FROM FINISH WALL TO FINISH JAMB, ON THE HINGE SIDE.

U. CONTRACTOR MUST VERIFY THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES AND THEIR SERVICE CONNECTIONS WITH THE VHA

COR.

V. CONTRACTOR MUST COORDINATE SIZE, LOCATIONS AND NUMBER OF ALL ROOF PENETRATIONS AND ROOF ACCESSORIES WITH ALL OTHER TRADES. REFER TO THE ARCHITECTURAL, STRUCTURAL, PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS.

W. LOCATIONS AND SIZES OF ALL CONCRETE, MECHANICAL AND ELECTRICAL, PADS MUST BE COORDINATED BY THE MECHANICAL AND ELECTRICAL CONTRACTORS, WITH THE SELECTED EQUIPMENT MANUFACTURER/SUPPLIER AND ARE TO BE APPROVED BY THE VHA COR PRIOR

TO PROCEEDING WITH THE WORK.

X. EXCEPT AT FIRE-RATED PARTITIONS, ALL WALL AND COLUMN GYPSUM BOARD FACING MUST BE HELD AT 5/8 INCH BELOW STRUCTURE, UNLESS

DETAILED OR NOTED OTHERWISE.

Y. AT ALL TELECOMMUNICATION ROOMS: PROVIDE 3/4" X 8'-0" HIGH FIRE-RETARDANT-TREATED WOOD SHEATHING OR PROVIDE PLYWOOD OVER NON-COMBUSTIBLE SHEATHING, BOTTOM TO BE LOCATED AT 4" AFF. VERIFY LENGTHS AND LOCATIONS WITH ELECTRICAL DRAWINGS.

Z. GLASS DOORS, ADJACENT PANELS AND ALL GLAZED OPENINGS WITHIN 1'-6" OF THE FLOOR, AND WITHIN A 24-INCH ARC OF EITHER VERTICAL EDGE OF A DOOR, ETC., MUST BE SAFETY GLAZING AS APPROVED FOR IMPACT BY APPLICABLE BUILDING CODES, AND MUST BE PERMANENTLY

LABELED BY THE GLAZING MANUFACTURER AS SUCH.

AA. ALL CEILING HEIGHTS AS SHOWN ON ROOM FINISH SCHEDULE AND DETAILS ARE FROM SLAB OR TILE FLOOR (FINISHED FLOOR) TO FINISH

CEILING.

BB. PROVIDE INDEPENDENT FRAMING AND ATTACHMENTS TO THE STRUCTURE, ADEQUATE TO SUPPORT THE CEILING SYSTEM, LIGHT FIXTURES, DUCTS, DIFFUSERS, SPRINKLER PIPING AND BUS DUCTS, ETC.

CC. ALL CLOSETS AND ALCOVES WITHOUT A SPACE IDENTIFICATION NUMBER MUST HAVE THE SAME FINISHES AS ADJOINING SPACES.

DD. CONTRACTOR TO INSTALL WOOD GROUNDS (BLOCKING) AND/OR 3/4" PLYWOOD AS REQUIRED FOR THE MOUNTING OF ALL TOILET

ACCESSORIES, MILLWORK/ CASEWORK, AV EQUIPMENT, MEP ITEMS AND EQUIPMENT, ETC.

EE. REFER TO SPECIFICATIONS FOR ALL REQUIRED TESTING AND INSPECTIONS.

FF. ANY/ ALL PROPRIETARY PRODUCTS DESCRIBED AND/OR DRAWN IN THE DOCUMENTS (BUT NOT SPECIFIED) ARE TO MEET THE MANUFACTURER'S STANDARD CRITERIA WHICH IS NOT LIMITED TO THE FOLLOWING: PERFORMANCE REQUIREMENTS, QUALITY ASSURANCE REQUIREMENTS, APPLICABLE CODES AND INDUSTRY STANDARDS, FABRICATION, ASSEMBLY, HANDLING, DELIVERY, STORAGE, INSTALLATION, OPERATION, ADJUSTMENTS, ETC. PROVIDE THE MANUFACTURER'S STANDARD WARRANTY AND STANDARD FINISH WARRANTY. PROVIDE PRODUCT DATA, SHOP DRAWINGS, SAMPLES AND MAINTENANCE DATA, AS REQUIRED. REFER TO DIVISION 01 SPECIFICATION SECTIONS WHICH ALSO APPLY, SUCH AS SUBSTITUTION PROCEDURES, SUBMITTAL PROCEDURES, QUALITY REQUIREMENTS, REFERENCES, EXECUTION AND CLOSEOUT PROCEDURES. NOTE: ANY SUBSTITUTIONS MUST MEET THE DESIGN INTENT, AS WELL AS THE CRITERIA DESCRIBED ABOVE.

GG. ALL EXTERIOR EXPOSED STEEL MUST BE PROPERLY PREPARED, PRIMED, AND PAINTED.

HH. THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO INCLUDE ALL ITEMS NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK BY THE CONTRACTOR. THE DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY; WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. PERFORMANCE SHALL BE REQUIRED ONLY TO THE EXTENT CONSISTENT WITH THE DRAWINGS AND SPECIFICATIONS AND REASONABLY INFERRED FROM THEM AS BEING NECESSARY TO PRODUCE THE INTENDED RESULTS.

II. THE ARRANGEMENT OF THE DRAWINGS AND ORGANIZATION OF THE SPECIFICATIONS INTO DIVISIONS, SECTIONS, AND ARTICLES SHALL NOT CONTROL THE CONTRACTOR IN DIVIDING THE WORK AMONG SUBCONTRACTORS OR IN ESTABLISHING THE EXTENT OF WORK TO BE

PERFORMED BY ANY TRADE.

EARTH / COMPACT FILL

GRAVEL / GRANULAR FILL

CONCRETE

SAND/ MORTAR/

PLASTER/ CUT STONE

BRICK

CONCRETE MASONRY UNIT

STONE (ELEVATION)

BATT INSULATION

ROOF INSULATION

RIGID INSULATION

ACOUSTICAL TILE (SECTION)

GYPSUM BOARD

COVER BOARD

STEEL / METAL

FINISH WOOD

CONT. FIRE RETARDANT WOOD

BLOCKING / ROUGH FRAMING

CAST STONE

DISCONTINUOUS FIRE

RETARDANT WOOD

BLOCKING / SHIM

FIRE RETARDANT PLYWOOD

SPRAY FOAM INSULATION

FIREPROOFING

EIFS (SECTION)

METAL / WALL

PANELS

SPANDREL GLASS

A

ROOM NAME

P2

RB3

W-3

SECTION, DETAIL, OR ELEVATION TITLE EXAMPLE

ELEVATION CALLOUT EXAMPLE

DETAIL CALLOUT EXAMPLE

SECTION CALLOUT EXAMPLE

SECTION, DETAIL, OR ELEVATION

SYMBOL IDENTIFIERS

DETAIL NAME

LETTER OR NUMBER DESIGNATOR

DRAWING SEQUENCE NUMBER

INDICATES WHERE TITLE IS

LOCATED

ONE OR TWO CHARACTER

DISCIPLINE DESIGNATOR (MAY

NOT BE PRESENT IF CALLOUT

AND TITLE ARE ON DRAWINGS

WITHIN THE SAME DISCIPLINE)

AE101

DOOR NUMBER TAG

WALL TYPE TAG

WINDOW TYPE TAG

CENTER LINE

WALL FINISH TAG

COLUMN BUBBLE

ROOM TAG

WALL COLOR

BASE TYPE / COLOR

MATCH LINE

DETAIL NUMBER

ON SHEET

SHEET NUMBER

DETAIL NUMBER ON SHEET

SHEET NUMBER

NEW LINE TYPE

EXISTING LINE TYPE

DEMO LINE TYPE

DEMO HATCH TYPE

FIRE RESISTIVE RATED WALL, 1 HOUR

S

FIRE RATED, SMOKE BARRIER WALL, 1 HOUR

FIRE RATED, SMOKE BARRIER WALL, 1 HOUR

FIRE RATED, SMOKE BARRIER WALL, 1 HOUR

FIRE RATED, SMOKE BARRIER WALL, 1 HOUR

View Name 1/8" = 1'-0"

S

S

S

FIRE RESISTIVE RATED WALL, 2 HOUR

FIRE RESISTIVE RATED WALL, 3 HOUR

FIRE RESISTIVE RATED WALL, 4 HOUR

AE101

AE101

A

A101

OS

CEILING HEIGHT

SUPPLY REGISTER

RETURN / EXHAUST

REGISTER

2' x 4' LIGHT FIXTURE

(RECESSED)

1' x 4' LIGHT FIXTURE

(RECESSED)

2' x 2' LIGHT FIXTURE

(RECESSED)

4" x 4' LIGHT FIXTURE

(RECESSED)

LINEAR PENDANT LIGHT

INDUSTRIAL STRIP LIGHT

CAN LIGHT

ACCESS PANEL (24"X24")

OCCUPANCY SENSOR

FIRE EXIT SIGN

SPRINKLER HEAD (SEMI-

RECESSED AT CEILINGS)

9'-0"

SPEAKER GRILL

(RECESSED SPEAKER)

SHOWER CURTAIN TRACK

(SURFACE MOUNTED)

ACCESS PANEL (18"X18")

SUSPENDED ACOUSTICAL

TILE CEILING (SATC)

GWB CEILINGACT ON GWB CEILING

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Issued:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

C U s e rs

\V a lh a lla

A rc h it e c t \D o c u m e n ts

\R E

V

IT

T E

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\6 -1

C

P o d A

R C

H R m ja c o b s L W

W .r v t

/1

/2

:2

:5

A

M

GI002

GENERAL INFORMATION AND

ABBREVIATIONS

RENOVATE/EXPAND 47-BED

DOMICILIARY POD C AND REPLACE

AIR HANDLING UNITS

VAMC MARTINSBURG, WV 25405

613-124

502C

12/11/2020 CC CPR

CONSTRUCTION DOCUMENTS

(Contract Deliverable CD 100%)

VEG 19.26

REQD REQUIRED

REQT REQUIREMENT

REV REVISED/ REVISION

RFG ROOFING

RH RIGHT HAND

RM ROOM

RO ROUGH OPENING

RR RESTROOM

RTU ROOF TOP UNIT

S

S SOUTH

SAN SANITARY SEWER

SATC SUSPENDED ACOUSTICAL TILE CEILING

SC SOLID CORE

SCH SCHEDULE

SCN SCREEN

SECT SECTION

SF SQUARE FOOT / SQUARE FEET

SHM SECURITY HOLLOW METAL

SHT SHEET

SIM SIMILAR

SOF SPRAY-ON FIREPROOFING

SOG SLAB ON GRADE

SP.HD. SPRINKLER HEAD

SPEC SPECIFICATION (S)

SPKR SPEAKER

SQ SQUARE

SS STAINLESS STEEL

STC SOUND TRANSMISSION COEFFICIENT

STD STANDARD

STG SEATING

STL STEEL

STOR STORAGE

STRUCT STRUCTURE / STRUCTURAL

SUBFLR SUBFLOOR

SUSP SUSPENDED

SWGR SWITCH GEAR

SY SQUARE YARD

SYM SYMMETRICAL

SYS SYSTEM

T

T TREAD

T&B TOP & BOTTOM

T&G TONGUE & GROOVE

TEL TELEPHONE

TEMP TEMPORARY / TEMPERED

THK THICK (NESS)

THRU THROUGH

TKBD TACK BOARD

TOC TOP OF CURB / CONCRETE

TOD TOP OF DECK

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOR TOP OF ROOF

TOS TOP OF STEEL

TOW TOP OF WALL

TRANSF TRANSFORMER

TRANSM TRANSMISSION

TV TELEVISION

TYP TYPICAL

TZ TERRAZZO

U

UH UNIT HEATER

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

V

VB VAPOR BARRIER (VPR.BR.)

VC GOVERNMENT FURNISHED/CONTRACTOR

INSTALLED

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VHA VETERANS HEALTH ADMINISTRATION

VIF VERIFY IN FIELD

VT VINYL TILE

VTR VENT THROUGH ROOF

VV GOVERNMENT FURNISHED/ GOVERNMENT

INSTALLED

VWC VINYL WALLCOVERING

W

W WEST, WIDTH, WIDE, WATER

W LAUNDRY WASHER APPLIANCE

W/ WITH

W/IN WITHIN

W/O WITHOUT

WB WOOD BASE

WC WATER CLOSET

WD WOOD

WDW WINDOW

WH WALL HYDRANT

WP WATERPROOFING / WORKING POINT

WR WATER RESISTANT

WT WEIGHT

X, Y, Z, MISC

& AND

+/- PLUS OR MINUS

@ AT

YD YARD

J

JAN JANITOR

JB JUNCTION BOX

JC JANITOR CLOSET

JST JOIST

JT JOINT

K

KIT KITCHEN

KP KICK PLATE

L

L LONG / LENGTH

LAB LABORATORY

LAM LAMINATE (D)

LAV LAVATORY

LBS POUNDS

LF LINEAR FOOT (FEET)

LH LEFT HAND

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LPT LOW POINT

LRG LARGE

LT(G) LIGHT / LIGHTING

LVR LOUVER

LWC LIGHTWEIGHT CONCRETE

M

M METER (S)

MAS MASONRY

MAX MAXIMUM

MBR MEMBER

MECH MECHANICAL

MED MEDIUM

MEMB MEMBRANE

MFG MANUFACTURING

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MM MILLIMETER

MO MASONRY OPENING

MOD MODULAR

MTD MOUNTED

MTG MOUNTING

MTL METAL

MULL MULLION

N

N NORTH

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

O

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD / OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

ORD OVERFLOW ROOF DRAIN

OZ OUNCE

P

PA PUBLIC ADDRESS

PB PANEL BOARD

PC PRECAST CONCRETE

PERF PERFORATE (D)

PERM PERMANENT

PERP PERPENDICULAR

PL PLATE / PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLUMB PLUMBING

PNL PANEL

POLY POLYETHYLENE

PREFAB PREFABRICATE (D)

PREFIN PREFINISHED

PRELIM PRELIMINARY

PREP PREPARE (D)

PROJ PROJECT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT / PRESSURE TREATED

PTD PAINTED

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

PWD PLYWOOD

Q

QTY QUANTITY

R

R RISER / RADIUS / REVERSED

R/W RIGHT OF WAY

RA RETURN AIR

RB RESILIENT BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RE: REFER TO

REC (D) RECEIVE (D)

REF REFERENCE

REFRIG REFRIGERATOR

REINF REINFORCE (D), (ING)

E

E EAST

EA EACH

EF EXHAUST FAN

EJ EXPANSION JOINT

EL ELEVATION

ELAST ELASTOMERIC

ELEC ELECTRICAL

ELEV ELEVATOR

EMERG EMERGENCY

EP ELECTRICAL PANELBOARD

EQ EQUAL

EQUIP EQUIPMENT

ESC ESCALATOR

EST ESTIMATE

ETR EXISTING TO REMAIN

EWC ELECTRIC WATER COOLER

EX EXISTING

EXH EXHAUST

EXP EXPANSION / EXPANDED

EXT EXTERIOR

F

FA FIRE ALARM

FAB FABRICATE

FB FACE BRICK

FBO FURNISHED BY OWNER

FD FLOOR DRAIN

FDN FOUNDATION

FDV FIRE DEPARTMENT VALVE

FE FIRE EXTINGUISHER & BRACKET

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FF&E FIXTURES / FURNITURE / EQUIPMENT

FFE FINISH FLOOR ELEVATION

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIN FINISH / FINISHED

FIN FINISH

FIXT FIXTURE

FLG FLASHING

FLR FLOOR

FLUOR FLUORESCENT

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOG FACE OF GYPSUM BOARD / WALL

FOM FACE OF MASONRY

FOS FACE OF STUDS

FR(FRM) FRAME (D), (ING)

FS FLOOR SINK

FT FOOT/ FEET

FTG FOOTING

FURR FURRING

FUT FUTURE

FV FIELD VERIFY

FVC FIRE VALVE CABINET

G

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GFRC GLASS FIBER REINFORCED CONCRETE

GL GLASS / GLAZING

GOVT GOVERNMENT

GPM GALLON PER MINUTE

GR GRADE

GWB GYPSUM WALL BOARD

GYP GYPSUM

H

HB HOSE BIBB

HC HOLLOW CORE

HD HEAD

HDBD HARDBOARD

HDR HEADER

HDW HARDWARE

HDW HARDWARE

HDWD HARDWOOD

HK HOOK

HM HOLLOW METAL

HORIZ HORIZONTAL

HPT HIGH POINT

HR HOUR

HS HIGH STRENGTH

HT HEIGHT

HTG HEATING

HTR HEATER

HVAC HEATING / VENTILATING / AIR CONDITIONING

HW HOT WATER

HWH HOT WATER HEATER

I

ID INSIDE DIAMETER

IN INCH

INCAND INCANDESCENT

INCL INCLUDE (D), (ING)

INFO INFORMATION

INST INSTALL / INSTALLATION

INSUL INSULATE / INSULATION

INT INTERIOR

INV INVERT

A

A/C AIR CONDITIONING

A/V AUDIO / VISUAL

ABA ARCHITECTURAL BARRIERS ACT

ACOUST ACOUSTICAL

ACP ACOUSTICAL CEILING PANEL

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADD ADDENDUM

ADJ ADJUSTABLE / ADJACENT

AFF ABOVE FINISH FLOOR

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZED

AP ACCESS PANEL

APC ARCH PRECAST CONCRETE

APPROX APPROXIMATE

ARCH ARCHITECT / ARCHITECTURAL

ATTEN ATTENUATION

AUTO AUTOMATIC

AVG AVERAGE

AWP ACOUSTICAL WALL PANEL

B

BD BOARD

BIT BITUMINOUS

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BENCH MARK / BEAM

BO BOTTOM OF

BOC BACK OF CURB

BOT BOTTOM

BRG BEARING

BRK BRICK

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BVL BEVELED

BW BOTH WAYS

C

C COURSE

CAB CABINET

CAP CAPACITY

CB CATCH BASIN

CCTV CLOSED CIRCUIT TV

CF CUBIC FEET

CFM CUBIC FEET PER MINUTE

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLOS CLOSET

CLR CLEAR / CLEARANCE

CM CENTIMETER

CMP CORRUGATED METAL PIPE

CMT CERAMIC MOSAIC TILE

CMU CONCRETE MASONRY UNIT (S)

CO CLEAN OUT

COL COLUMN

COMB COMBINATION

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCT / CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

COR CONTRACTING OFFICER'S REPRESENTATIVE

CORR CORRIDOR / CORRUGATED

CP CONCRETE PIPE

CPT CARPET

CS COUNTERSINK

CSMT CASEMENT

CT CERAMIC TILE

CTR COUNTER

CU CUBIC

CW COLD WATER

D

D LAUNDRY DRYER APPLIANCE

DBL DOUBLE

DEMO DEMOLISH / DEMOLITION

DEPT DEPARTMENT

DF DRINKING FOUNTAIN

DH DOUBLE HUNG

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISP DISPENSER

DMT DEMOUNTABLE

DN DOWN

DR DOOR

DS DOWNSPOUT

DTL DETAIL

DWG DRAWING

ARCHITECTURAL ABBREVIATIONS GENERAL NOTESMATERIALS LEGENDFLOOR PLAN SYMBOLS LEGEND

REFLECTED CEILING PLAN SYMBOLS LEGEND

(TYP)

4"

MIN

1' - 0"

MIN

1' - 6"

PULL SIDE

PUSH SIDE

M

IN

M

IN

"MIN

2' - 0"

MIN

2' - 0"

PULL SIDE

PUSH SIDE

M

IN

M

IN

MIN

1' - 10"

MIN

3' - 0"

PULL SIDE

PUSH SIDE

M

IN

M

IN

MIN

1' - 10"

MIN

3' - 6"

PULL SIDE

PUSH SIDE

M

IN

M

IN

A P

P R

O A

C H

A P

P R

O A

C H

A P

P R

O A

C H

A P

P R

O A

C H

A P

P R

O A

C H

A P

P R

O A

C H

APPROACH

APPROACH

MIN

1' - 10"

PULL SIDE

PUSH SIDE

M

IN

M

IN

A P

P R

O A

C H

A P

P R

O A

C H

MIN

2' - 0"

M

IN

A P

P R

O A

C H

OPENING ONLY SLIDING HINGE APPROACH 1 HINGE APPROACH 2 LATCH APPROACH RECESSED

METAL STUD WALL FRAMING

2X10 FR PRESSURE-TREATED

WOOD BLOCKING - FULL WIDTH

BTWN WALL STUDS

5/8" CEMENTITIOUS

BACKER UNIT OR GWB

TILE OR OTHER WALL FINISH

NOTE: SAW KERF WOOD BLOCKING

TO ACCOMMODATE METAL STUD

RETURN - DO NOT CRUSH FLANGE.

LINE OF STUD

RETURN FLANGE

#14 x 2 1/2" STAINLESS STEEL

MOUNTING SCREWS OR AS

RECOMMENDED BY MFR.

S E

E E

LE

V

A T

IO

N

S

SANITARY

NAPKIN

DISPOSAL

TOILET

PAPER

DISPENSER

M

IN

SOAP DISPENSER

( 4" MAX PROJ)

MIRROR

SANITARY

NAPKIN

DISPENSER

INTEGRAL

WASTE

DISPOSAL

WHERE

APPLICABLE

( 4" MAX PROJ)

TOWEL

DISPENSER

PAPER TOWEL

DISPENSER

( 4" MAX PROJ)

BABY

CHANGING

STATION

PASS-THRU

PAPER TOWEL

DISPENSER

( 4" MAX PROJ)

M A

X

M A

X

M A

X

T O

B O

T T

O M

O F

R

E F

L E

C T

IV

E

S

U R

F A

C E

/2

S E

E

N

O T

E

M

IN

T O

T O

P O

F

R E

F L E

C T

IV

E

S U

R F

A C

E

/2

M

IN

1 1/4" TO 2"

4 1/2" MAX

1 1/2" MIN

STAIRS - 1/2" RADIUS

AT NOSING

1.5" OD HANDRAIL

11"

TREAD

1' - 0"

T O

1 1/4" MAX

1' - 0" MIN

TREAD OR

T O

T R

E A

D

1' - 0" CENTERLINE OF

CABINET HANDLE OR

CENTERLINE OF FE

HANDLE IF HUNG

INSIDE CABINET

M A

X

FIRE EXTINGUISHER

CABINET

CENTERLINE OF BRACKET

FIRE EXTINGUISHER

& STANDARD BRACKET

M A

X

LIGHT SWITCH

M A

X

MAX

1' - 0"

2"

THERMOSTAT

M

IN

RECEPTACLE

4' - 0"

9" 9"

2' - 6"

M

IN

T O

CLEAR

ACCESS

SPACE

PLAN

T O

S P

O U

T

M A

X

C L E

A R

M

IN

ELEVATION

M A

X

M

IN

M

IN

6" MAX

8" MIN

5" MAX 1' - 3" MIN

SPOUT SHALL BE WITHIN 5"

OF FRONT AND SHALL

DIRECT FLOW PARALLEL

TO FRONT. FLOW SHALL BE

A MIN OF 4" HIGH.

ACCESSIBLE

FOUNTAIN

STANDARD

FOUNTAIN

SPOUT SHALL BE

WITHIN 5" OF

FRONT AND

SHALL DIRECT

FLOW PARALLEL

TO FRONT. FLOW

SHALL BE 4"

HIGH, MIN.

A. ACCESSIBILITY GUIDELINES ARE BASED ON "PG-18-13 VA BARRIER FREE DESIGN STANDARD' AND

THE "ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS)."

B. ALL DIMENSIONS ARE MEASURED FROM THE FLOOR, UNLESS NOTED OR SHOWN OTHERWISE.

C. UNOBSTRUCTED REACH RANGES: FORWARD REACH = 15" MIN TO 48" MAX, SIDE REACH = 15" MIN TO

48" MAX

D. DOOR HARDWARE (TO CENTER OF HARDWARE): STANDARD MOUNTING HEIGHTS: PUSH PLATES = 42", PULL HANDLES = 42", KNOBS / LEVERS = 40", PANIC EXIT = 42" CL OF BAR, KICKPLATES: WIDTH = DOOR WIDTH MINUS 2", CENTER HEIGHT = 16" FROM BO DOOR, THRESHOLDS: STANDARD = 1 / 2"

MAX AT EXTERIOR SLIDING DOORS = 3/4" MAX, ABA HARDWARE = 34" MIN TO 48" MAX

E. DRINKING FOUNTAINS & ELECTRICAL WATER COOLERS (TO SPOUT): STANDARD = 38" MIN TO 43"

MAX, ABA = 36" MAX (27" MIN CLEAR KNEE SPACE)

F. COUNTERTOPS (TO SINK RIM / COUNTERTOP): 28" MIN TO 34" MAX

G. WATER CLOSETS (TO TOP OF SEAT): STANDARD = 14" TO 15", (TO TOP OF SEAT) = 17" TO 19", FLUSH

CONTROLS = 44" MAX

H. URINALS (TO RIM): STANDARD = 24" MAX, 17" MAX, FLUSH CONTROLS = 44" MAX

I. LAVATORIES (TO SINK RIM / COUNTERTOP): STANDARD = 36" MAX, 34" MAX (29" MIN CLEAR KNEE

SPACE)

J. MIRRORS (TO BO REFLECTIVE SURFACE): STANDARD = VARIES, 40" MAX (TO TOP OF REFLECTIVE

SURFACE): STANDARD = VARIES, 74" MIN

K. GRAB BARS - (TO TOP OF BAR): WATER CLOSETS = 33" MIN TO 36" MAX, SHOWERS = 33" MIN TO 36" MAX (FROM BO SHOWER), BATHTUBS: TOP BAR = 33" MIN TO 36" MAX, BOTTOM BAR = 9" ABOVE TOP

OF TUB. PROVIDE 1 1/2" CLEARANCE (MIN.) BETWEEN GRAB BARS AND ADJACENT WALLS.

L. SHOWER HEADS (FROM FLOOR TO HEAD): STANDARD = 72" TO 84", SPRAY UNIT WITH HOSE 60"

LONG MIN, ABA FIXED SHOWER HEAD = 48" AFF

M. SHOWER CONTROLS (TO CONTROL AREA): STANDARD = 48" MAX (TO TOP), 38" MIN TO 48" MAX

N. SHOWER ROD (FROM FLOOR TO CL): STANDARD = 78" MAX

O. TOILET ROOM PARTITIONS = 12" TO BOT & 70" TO TOP; URINALS = 18" TO BOT & 60" TO TOP

P. TOILET PAPER DISPENSER (TO CL OF OUTLET): STANDARD = 24"; 15" MIN TO 48" MAX

Q. WALL MOUNTED SOAP DISPENSER (TO CL OF PUSH BUTTON): STANDARD = 40"; VARIES REFER TO

OBSTRUCTED AND UNOBSTRUCTED REACH RANGES, SIDE REACH = 46" MAX ABOVE SINK IN

COUNTER

R. PAPER TOWEL DISPENSER / WASTE RECEPTACLE (TO TOWEL SLOT): STANDARD = 40" MAX;

FORWARD REACH = 48" MAX & 15" MIN, SIDE REACH = 48" MAX & 15" MIN

S. WARM AIR HAND DRYER (TO PUSH SWITCH): STANDARD = 44" MAX; FORWARD REACH = 48" MAX & 15"

MIN; SIDE REACH = 48" MAX & 15" MIN

T. SANITARY NAPKIN DISPENSER (TO CL OF COIN SLOT): STANDARD = 40" MAX; FORWARD REACH = 48"

MAX & 15" MIN, SIDE REACH = 48" MAX & 15" MIN

U. SANITARY NAPKIN DISPOSAL (TO TOP OF UNIT): STANDARD = 28" MAX; 19" MIN TO 24" MAX (TO

OPENING).

V. TOILET SEAT COVER DISPENSERS (TO OPENING): STANDARD = 40" MAX; FORWARD REACH = 48" MAX

& 15" MIN; SIDE REACH = 48" MAX & 15" MIN

W. SHELVES: 48" MAX

X. COAT HOOKS: STANDARD = 68"; 48" MAX

Y. CHALKBOARDS, TACKBOARDS & MARKERBOARDS: STANDARD = 32" TO 39" (TO BO BOARD OR CHALK

TRAY), STANDARD = 80" (RECOMMENDED, TO TOP OF BOARD)

Z. THERMOSTATS & CONTROL DEVICES (TO TOP): FORWARD REACH = 48" MAX, SIDE REACH = 48" MAX

AA. LIGHT SWITCHES & CARD READERS (TO CL): LOCATE 6" FROM DOOR JAMB; 48" MAX

BB. CONVENIENCE RECEPTACLES / ELECTRICAL / TELEPHONE / DATA (TO CL): STANDARD = 18"; 15" MIN

CC. EXIT LIGHTS - WALL MOUNTED: 2" BELOW CEILING, 2" MIN ABOVE DOOR FRAME EQUAL SPACE FROM

CEILING TO TOP OF FRAME

DD. FIRE EXTINGUISHERS (TO TOP UNLESS NOTED OTHERWISE): GROSS WT 40 LBS OR LESS = 60" MAX, GROSS WT MORE THAN 40 LBS = 42" MAX; 40" MAX (TO BO CABINET)

EE. FIRE ALARM PULL STATION (TO LEVER): STANDARD = 48" MAX; FORWARD REACH = 48" MAX, SIDE

REACH = 48" MAX

FF. SMOKE AND / OR HEAT DETECTORS: STANDARD = CEILING HEIGHT

GG. HORN / SPEAKER / VISUAL SIGNALS: STANDARD = 80" AFF OR 6" BELOW CEILING - WHICHEVER IS

LOWER

HH. ROOM SIGNAGE (TO CL): STANDARD = 60" HIGH AFF & WITHIN 18" OF LATCH SIDE OF DOOR

CLEAR

FLOOR

SPACE

1 1/4" OD (SS OR CHROME)

UP SWINGING GRAB BAR

250 LBS FORCE (TYP)

6'

1'-6" MIN

1' - 3" 1' - 3"

3' - 6"

CLEAR

FLOOR

SPACE

4'

1 1/2" OD (SS OR CHROME)

GRAB BAR SUPPORTS

250 LBS FORCE (TYP)

6'

3' - 9"

1'-4" MIN

1'-6" MAX

1 1/2" OD ( SS OR CHROME )

GRAB BAR SUPPORTS

250 LBS FORCE (TYP)

1 1/2"

T O

P O

F O

P E

N

IN

G

4' -0

M

A X

DISPENSER

39" TO 41"

M

IN

1'

T O

B O

B A

R

T O

1"1 1/

2"

B O

O P

E N

IN

G

1' -6

M

IN

VERTICAL

GRAB BAR

18" MIN

MAX

3' - 0"

2'-0" MIN

3'-0" MAX

1'

4'-6" MIN

T O

T O

P O

F B

A R

2" -9

T

O

'-0

1 1/4" OD ( SS OR CHROME )

UP SWINGING GRAB BAR

SCH 40 250 LBS FORCE (TYP) T

O

F

IN

F L

2'

2'-2" MIN

1'

1 1/4" OD (SS OR CHROME)

UP SWING GRAB BAR SCH 40

250 LBS FORCE (TYP)

2'

WALL MOUNTED

WATER CLOSET

1' - 6" MAX

1'-3" MAX

1'-3" MAX

MIN

2" CLEAR

WALL SURFACE OR

OBSTRUCTION

1 1/2" OD (SS OR CHROME)

GRAB BAR SUPPORTS

250 LBS FORCE (TYP)

B O

O P

E N

IN

G

1' -6

M

IN

WALL MOUNTED

WATER CLOSET

1' - 6" MAX

VERTICAL GRAB

BAR 18" MIN

DISPENSER

T O

B A

R

2' -9

T

O

'-0

1'

M

IN

T O

B O

T T

O M

O F

B A

R

T O

1"

C O

N T

R O

L W

A L

L

BACK WALL

VERTICAL GRAB

BAR 18" MIN

1 1/2" OD (SS OR CHROME)

GRAB BAR SUPPORTS

250 LBS FORCE (TYP)

5' - 0" MIN FOR BARIATRIC

4'-0" MIN

T O

O B

S T

R U

C T

IO

N

M

IN

M

IN

3'

VERTICAL GRAB

BAR 18" MIN

ACCESSIBLE

FOLDING SEAT

15 1/2"

MAX

2 1/2"

M A

X

3"

ENTRY SIDE

DO NOT PLACE GRAB

BAR OVER SEAT

MIN 30"

3' - 0"

4"

2'

M

IN

VERTICAL GRAB

BAR 18" MIN

3"

6"

CONTROLS

6" 1' - 0"

SHOWER SLIDE BAR

RECESSED SOAP

HOLDER 40" AFF

1 1/2" OD (SS OR CHROME )

GRAB BAR SUPPORTS

250 LBS FORCE (TYP)

5' - 0" MIN FOR BARIATRIC

4'-0" MIN

2'

MIN 30"

3' - 0"

6"

2'

1'

VARIES

VARIES

6" MAX

GENERAL NOTES

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Issued:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

C U s e rs

\V a lh a lla

A rc h it e c t \D o c u m e n ts

\R E

V

IT

T E

M P

\6 -1

C

P o d A

R C

H R m ja c o b s L W

W .r v t

/1

/2

:2

:5

A

M

GI003

ACCESSIBILITY GUIDELINES RENOVATE/EXPAND 47-BED

DOMICILIARY POD C AND REPLACE

AIR HANDLING UNITS

VAMC MARTINSBURG, WV 25405

613-124

502C

12/11/2020 MJ CL

CONSTRUCTION DOCUMENTS

(Contract Deliverable CD 100%)

VEG 19.26

ACCESSIBILITY GUIDELINES

STAFF TOILET GRAB BARS & ACCESSORY LOCATIONS BEDROOM TOILET GRAB BAR LOCATIONS

GRAB BAR GROUNDS MINIMUM DOOR CLEARANCES RECEPTACLE/SWITCH LOCATIONS

DRINKING FOUNTAIN MOUNTING/CLEARANCES ACCESSORY MOUNTING HEIGHTS

BEDROOM SHOWER DIMENSIONS, GRAB BAR, & ACCESSORY LOCATIONS STAIR HANDRAIL REQUIREMENTS FIRE EXTINGUISHER MOUNTING HEIGHTS

12/11/2020 BRD DJD

C-001

CIVIL GENERAL NOTES

VEG 19.26

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Issued: Date:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

613-124

VAMC MARTINSBURG, WV 25405

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: CONSTRUCTION DOCUMENTS

(Contract Deliverable CD 100%)

RENOVATE/EXPAND 47-BED

DOMICILIARY POD C & REPLACE AIR

HANDLER UNITS 502C

GENERAL

1. ALL QUANTITIES ARE CONSIDERED APPROXIMATE AND ARE FOR ESTIMATING

PURPOSES ONLY.

2. THE CONTRACTOR SHALL INCLUDE ALL MATERIALS, TOOLS, EQUIPMENT, LABOR

AND APPURTENANT ITEMS TO COMPLETE THE WORK WITHIN THE BID PRICE.

3. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE SITE PRIOR TO BIDDING

AND CONSTRUCTION.

4. LEGAL LOAD LIMIT REQUIREMENTS SHALL BE ENFORCED ON ALL STATE

HIGHWAYS, CITY STREETS AND COUNTY ROADS.

5. ALL EARTHWORK, CONCRETE, AND ASPHALT WORK TO MEET WV DEPARTMENT

OF ENVIRONMENTAL PROTECTION STANDARDS.

6. ALL CONCRETE AND ASPHALT WORK MUST BE IN ACCORDANCE WITH PROJECT

GEOTECHNICAL REPORT, TRIAD (PROJECT 03-19-0876), FEBRUARY 7, 2020.

1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND VERIFY ALL

UNDERGROUND UTILITIES THAT MAY BE AFFECTED BY THE PROJECT. ALL

UNDERGROUND UTILITIES ARE OWNED BY THE VA AND ARE NOT “PUBLIC

UTILITIES OR PSEUDO PUBLIC UTILITIES.” THE VA DOES NOT OFFER UTILITY

LOCATE SERVICES. AT THE CONTRACTOR'S OPTION AND EXPENSE, THE

CONTRACTOR SHALL HIRE AN INDEPENDENT THIRD PARTY UTILITY LOCATE

COMPANY TO PROVIDE ASSISTANCE IN LOCATING UNDERGROUND UTILITIES.

THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL UNDERGROUND

UTILITIES WITHIN THE PROJECT AREA AND SHALL BE RESPONSIBLE FOR ALL

COSTS ASSOCIATED WITH UTILITY DAMAGE REPAIR AND INTERRUPTION OF

SERVICES AT NO ADDITIONAL COST TO THE VA. DAMAGE REPAIR, IF NEEDED,

MUST BE APPROVED BY THE VHA COR.

2. UNDERGROUND UTILITY LOCATIONS SHOWN ON THE DRAWINGS ARE

APPROXIMATE AND BASED UPON KNOWN RECORDS OF THE MARTINSBURG

VAMC, HOWEVER, ARE NOT GUARANTEED. ALL UNDERGROUND UTILITY

LOCATIONS ARE SUBJECT TO VERIFICATION BY THE CONTRACTOR. NOTIFY

THE VHA COR IF UNKNOWN UNDERGROUND UTILITIES ARE UNCOVERED

DURING EXCAVATION FOR DISPOSITION. DO NOT PROCEED WITH THE WORK

WITHOUT CONCURRENCE BY THE VHA COR IF UNKNOWN UTILITIES ARE

UNCOVERED; PROCEEDING WITH THE WORK WITHOUT VHA COR APPROVAL

WILL BE AT THE CONTRACTOR'S SOLE RISK AND EXPENSE.

3. THE CONTRACTOR SHALL MAKE RECORD OF ALL UNDERGROUND UTILITIES

ENCOUNTERED DURING THE COURSE OF THE WORK AND PROVIDE SUCH

RECORDS TO THE VHA COR. UTILITY RECORDS SHALL INCLUDE BUT NOT BE

LIMITED TO THE FOLLOWING:

1. UTILITY TYPE

2. MATERIAL

3. SIZE (APPROPRIATE TO UTILITY TYPE)

4. QUANTITY

5. DEPTH

6. LOCATION

DO NOT BACKFILL UTILITY EXCAVATIONS UNTIL APPROVED OR OTHERWISE

DIRECTED BY THE VHA COR.

4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROPERLY PROTECT, ADJUST,

AND RELOCATE UTILITIES INTERFERING WITH PROPER COMPLETION OF THE

WORK. NOTIFY THE VHA COR IF UNEXPECTED CONDITIONS ARE

ENCOUNTERED BEFORE PROCEEDING WITH THE WORK. DO NOT PROCEED

WITH THE WORK WITHOUT CONCURRENCE BY THE VHA COR IF UNEXPECTED

CONDITIONS ARE ENCOUNTERED; PROCEEDING WITH THE WORK WITHOUT

VHA COR APPROVAL AND DIRECTION WILL BE AT THE CONTRACTOR'S SOLE

RISK AND EXPENSE.

5. NOTIFY THE VHA COR SEVEN (7) CALENDAR DAYS PRIOR TO ANY PLANNED

INTERRUPTION OF SERVICE. TAKE APPROPRIATE EMERGENCY ACTION AND

NOTIFY THE VHA COR IMMEDIATELY WHEN ANY UTILITY SERVICE IS

INTERRUPTED IN AN UNSCHEDULED MANNER.

1. CONTRACTOR MUST RESPECT ALL CONSTRUCTION PERMIT BOUNDARIES AS

SHOWN. ALL WORK MUST BE DONE WITHIN THESE BOUNDARIES.

2. ANY WORK OR STORAGE OF MATERIALS OUTSIDE OF THE CONSTRUCTION

LIMITS MAY BE DONE ONLY AFTER RECEIVING PERMISSION FROM THE VHA

COR. THIS PERMISSION MUST BE OBTAINED BY THE CONTRACTOR PRIOR TO

COMMENCING WORK OUTSIDE OF THE ESTABLISHED BOUNDARIES.

3. CONTRACTOR IS FULLY LIABLE FOR THE COST OF ANY DAMAGES TO THE

PROPERTY, AS WELL AS ANY COSTS TO REMEDY SUCH CIRCUMSTANCES WITH

THE VHA COR.

1. GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR DESIGNING

AND CONSTRUCTING STABLE TEMPORARY EXCAVATIONS AND

SHOULD SHORE, SLOPE OR BENCH THE SIDES OF THE

EXCAVATIONS AS REQUIRED TO MAINTAIN STABILITY OF BOTH THE

EXCAVATION SIDES AND BOTTOM. ALL EXCAVATIONS MUST

COMPLY WITH APPLICABLE LOCAL, STATE AND FEDERAL

REGULATIONS, INCLUDING THE CURRENT OSHA EXCAVATION AND

TRENCH SAFETY STANDARDS.

2. CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE

CONTRACTOR, WHO MUST ALSO BE SOLELY RESPONSIBLE FOR THE

MEANS, METHODS AND SEQUENCING OF CONSTRUCTION

OPERATIONS. UNDER NO CIRCUMSTANCES SHOULD THE

INFORMATION PROVIDED BE INTERPRETED TO MEAN THAT THE VHA

COR IS ASSUMING RESPONSIBILITY FOR CONSTRUCTION SAFETY

OF THE CONTRACTOR'S ACTIVITIES. SUCH RESPONSIBILITY IS NOT

BEING IMPLIED AND WILL NOT BE INFERRED.

3. IN NO CASE SHOULD SLOPE HEIGHT, SLOPE INCLINATION, OR

EXCAVATION DEPTH, INCLUDING UTILITY TRENCH EXCAVATION

DEPTH, EXCEED THOSE SPECIFIED IN LOCAL, STATE AND FEDERAL

SAFETY REGULATIONS. SPECIFICALLY, THE CURRENT OSHA HEALTH

AND SAFETY STANDARDS FOR EXCAVATIONS, 29 CFR PART 1926

MUST BE FOLLOWED. IT IS THE VHA COR'S UNDERSTANDING THAT

THESE REGULATIONS ARE BEING STRICTLY ENFORCED AND IF

THEY ARE NOT CLOSELY FOLLOWED, THE CONTRACTOR COULD BE

LIABLE FOR SUBSTANTIAL PENALTIES.

4. CONTRACTOR MUST CLEARLY MARK AND/OR FENCE ALL

OBSTRUCTIONS, EXCAVATIONS AND CONSTRUCTION MATERIALS

AND EQUIPMENT. THE PROJECT SUPERINTENDENT (OR A

DESIGNATED REPRESENTATIVE) MUST MONITOR THE PROJECT FOR

SAFETY CONCERNS AND POTENTIAL HAZARDS AT ALL TIMES.

SAFETY

PERMITS

1. CONTRACTOR MUST OBTAIN A WV/NPDES CONSTRUCTION STORMWATER

GENERAL PERMIT FROM WV DEPARTMENT OF ENVIRONMENTAL PROTECTION,

IF REQUIRED.

2. CONTRACTOR MUST OBTAIN NOTICE OF TERMINATION FROM THE WV DEP TO

END COVERAGE, IF REQUIRED.

3. IF ABOVE PERMITS ARE REQUIRED, WORK CANNOT COMMENCE UNTIL

PERMITS ARE OBTAINED.

4. CONTRACTOR MUST IMPLEMENT SWPPP PRIOR TO CONSTRUCTION. COSTS

ASSOCIATED WITH IMPLEMENTATION OF SWPPP WILL BE SUBSIDIARY.

1. CONTRACTOR MUST COORDINATE ALL CONSTRUCTION, SHUTDOWNS,

DETOURS AND ANY OTHER OBSTRUCTION OF NORMAL USE OF ROADWAYS

AND PARKING LOTS NEAR THE CONSTRUCTION LIMITS WITH THE VHA COR NO

LESS THAN 24 HOURS PRIOR TO BEGINNING.

1. SUBGRADE PLACEMENT MUST BE PROOF ROLLED AFTER BEING

COMPACTED TO SPECIFIED DENSITIES. PROOF ROLLING MUST BE

APPROVED BY THE VHA COR PRIOR TO PLACEMENT OF ANY

PAVEMENT.

2. ALL NEWLY CONSTRUCTED SIDEWALKS SHALL COMPLY WITH THE

SPECIFICATIONS SET BY THE VA. THESE INCLUDE, BUT NOT

LIMITED TO, A 5% MAXIMUM GRADE ON WALKS WITHOUT

HANDRAILS AND A 2% MAXIMUM CROSS SLOPE. CONTRACTOR

SHALL COORDINATE WITH VHA COR IF RULES AND REGULATIONS

OF ACCESSIBILITY CAN NOT BE MET.

EXISTING UTILITIES

SCHEDULING / ACCESS

GRADING / LIMIT OF DISTURBANCE

1. WORK SITE AND EXCAVATIONS GENERAL CONTRACTOR IS

RESPONSIBLE FOR INSTALLING TEMPORARY ENVIRONMENTAL

CONTROLS AROUND EXCAVATED AREAS AND SOIL STOCK PILES TO

ENSURE THAT RUNOFF IS CONTROLLED.

2. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF

ANY TREES AND/OR LANDSCAPE VEGETATION IN THE BUILDING SITE

AND AT ACCESS POINTS.

3. THE GENERAL CONTRACTOR MUST SALVAGE/STOCK PILE EXISTING

TOP SOIL REMOVED AS PART OF THIS PROJECT.

4. ALL DISTURBED AREAS MUST BE RECLAIMED WITH A MINIMUM OF 6"

OF TOPSOIL IN ALL SEEDED AREAS PRIOR TO THE PLACEMENT OF

SEED.

ENVIRONMENTAL

LIMIT OF DISTURBANCE/RESTORATION

1. ALL DISTURBED AREAS MUST BE RECLAIMED WITH A MINIMUM

OF 6" TOPSOIL IN ALL SEEDED AREAS PRIOR TO THE

PLACEMENT OF SEED. THE CONTRACTOR MUST SALVAGE

EXISTING TOPSOIL FROM AREAS WHERE REMOVED.

2. ALL AREAS OF DISTURBANCE SHALL BE RECLAIMED TO A

CONDITION THAT IS EQUAL TO OR BETTER THAN THE ORIGINAL.

N NORTH

NA NOT APPLICABLE

NAT NATURAL

NATL NATIONAL

NBC NATIONAL BUILDING CODE

NE NOT EXCEEDING

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NORM NORMAL

NRCP NON-REINFORCED CONCRETE PIPE

NTP NOTICE TO PROCEED

NTS NOT TO SCALE

OC ON CENTER

OFD OVERFLOW DRAIN

OPNG OPENING

OZ OUNCE

P PUMP

PA PIPE ANCHOR

PB PULL BOX

PC POINT OF CURVE

PCA PORTLAND CEMENT ASSOCIATION

PCC PRECAST CONCRETE

PCCP CONCRETE PAVEMENT

PCT PERCENT

PED PEDESTAL

PEN PENETRATE

PERF PERFORATED

PERIM PERIMETER

PERM PERMANENT

PERP PERPENDICULAR

PG PRESSURE GAGE OR PROFILE GRADE

PH PHASE

PHWR PRIMARY HOT WATER RETURN

PHWS PRIMARY HOT WATER SUPPLY

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE

PL PROPERTY LINE

PLAS PLASTIC OR PLASTER

PMPSCT PUMP SUCTION

PN PART NUMBER

PNEU PNEUMATIC

PO POST OFFICE OR PURCHASE ORDER

POLY POLYETHYLENE (PLASTIC) \

PORT PORTABLE

POTW POTABLE WATER

POW LN POWER LINE

PP POLYPROPYLENE (PLASTIC)

PR PUMPED RETURN

PRCST PRECAST

PREFMD PREFORMED

PRELIM PRELIMINARY

PREP PREPARATION

PROP PROPERTY

PRV PRESSURE REGULATOR VALVE OR

PRESSURE RELIEF VALVE

PS CONC PRESTRESSED CONCRETE

PSI POUNDS PER SQUARE INCH

PSL PIPE SLEEVE

PT POST TENSIONED

PT CONC POST-TENSIONED CONCRETE

PTRV PRESSURE TEMPERATURE RELIEF VALVE

PV PAVED

PVC POLYVINYL CHLORIDE (PLASTIC)

QTR QUARTER

QTY QUANTITY

QUAD QUADRANT

QUAL QUALITY

R RADIUS OR RANGE

RAD RADIAN

RC REINFORCED CONCRETE

RCB REINFORCED CONCRETE BOX

RCCP REINFORCED CONCRETE CULVERT PIPE

RCP REINFORCED CONCRETE PIPE

RD ROAD OR ROOF DRAIN

RDC REDUCER

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

RFI REQUEST FOR INFORMATION

RFP REQUEST FOR PROPOSAL

ROW RIGHT OF WAY

RT RIGHT

RV RELIEF VALVE

RW ROADWAY

RWL RAIN WATER LEADER

RWR RECESSED WASTE RECEPTACLE

SAMP SAMPLE

SAN SANITARY

SB SPLASH BLOCK

SCHED SCHEDULE

SCP SCUPPER

SD STORM DRAIN

SDL SADDLE

SDMH STORM DRAIN MANHOLE

SECT SECTION

SEG SEGMENT

ABAN ABANDON

ABBRV ABBREVIATION

ABC AGGREGATE BASE COURSE

AC ASPHALTIC CONCRETE

ACP ASPHALTIC CONCRETE PAVING

ADA AMERICANS WITH DISABILITIES ACT

AGGR AGGREGATE

ALT ALTERNATE OR ALTITUDE

AMT AMOUNT

APPROX APPROXIMATE

ASB ASBESTOS

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS

ASI ARCHITECT'S SUPPLEMENTAL INSTRUCTION

ASPH ASPHALT

ASSY ASSEMBLY

AVE AVENUE

AWWA AMERICAN WATER WORKS ASSOCIATION

B&F BELL AND FLANGE

B&S BELL AND SPIGOT

BC BACK OF CURB

BCV BUTTERFLY CHECK VALVE

BDRY BOUNDARY

BFP BACKFLOW PREVENTER

BFV BUTTERFLY VALVE

BITUM BITUMINOUS

BL BASE LINE

BLDG BUILDING

BLT BUILT

BLVD BOULEVARD

BM BEAM OR BENCHMARK

BN BULLNOSE

BRG BEARING

BSTR BOOSTER

BV BALL VALVE

BW BOTH WAYS

BWG BIRMINGHAM WIRE GAUGE

CAP CAPACITY

CB CATCH BASIN OR CEMENT BASE

CD CONSTRUCTION DOCUMENTS OR CONTRACT

DOCUMENTS

CDW CHILLED DRINKING WATER

CDWR CHILLED DRINKING WATER RETURN

CDWS CHILLED DRINKING WATER SUPPLY

CEM CEMENT OR CEMETERY

CF CONTRACTOR FURNISHED

CFS CUBIC FEET PER SECOND

CHFR CHAMFER

CHK CHECK

CHKV CHECK VALVE

CI CAST IRON OR CURB INLET

CIP CAST-IN-PLACE OR CAST IRON PIPE

CJ CONSTRUCTION JOINT OR CONTROL JOINT

CL CENTER LINE, CLASS, OR CLOSE

CLL CONTRACT LIMIT LINE

CLOS CLOSURE

CMP CORRUGATED METAL PIPE

CND CONDUIT

CNDS CONDENSATE

CO CERTIFICATE OF OCCUPANCY, CLEANOUT,

COMPANY, OR CUTOUT

CONC CONCENTRIC OR CONCRETE

CONSTR CONSTRUCTION

CONSULT CONSULTANT

CONTR CONTRACT OR CONTRACTOR

COORD COORDINATE

COR CONTRACTING OFFICER'S REPRESENTATIVE

COTG CLEANOUT TO GRADE

COV COVER OR CUT OFF VALVE

COV PL COVER PLATE

CPLG COUPLING

CPP CORRUGATED PLASTIC PIPE

CRP CONDENSATE RETURN PUMP

CRT YD COURTYARD

CSB CONCRETE SPLASH BLOCK

CSI CONSTRUCTION SPECIFICATIONS INSTITUTE

CSP CONCRETE SEWER PIPE

CSTL CAST STEEL

CU COPPER OR CUBIC

CU FT CUBIC FEET

CU IN CUBIC INCH

CU YD CUBIC YARD

CV CONTROL VALVE

CW CLOCKWISE

DA DRAINAGE AREA

DAT DATUM

D-B DESIGN-BUILD

DBA UNIT OF SOUND LEVEL

DEG DEGREE

DEL DELETE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DEV DEVELOPMENT

DHW DOMESTIC HOT WATER

DI DROP INLET

DIA DIAMETER

DIFF DIFFERENCE OR DIFFERENTIAL

DIM DIMENSION

DIP DUCTILE IRON PIPE

DOM DOMESTIC

DR DRAIN OR DRIVE

DS DOWNSPOUT

DSBL DISABLE

DW DOMESTIC WATER

DWG DRAWING

DWR DOMESTIC WATER RETURN OR DRAWER

DWS DOMESTIC WATER SUPPLY

SEP TNK SEPTIC TANK

SF SQUARE FOOT (FEET)

SJ SCORED JOINT

SLV SLEEVE

SM SILTY SAND

SMH STEAM MANHOLE

SMP SUMP PUMP

SOV SHUT OFF VALVE

SP STANDPIPE OR SUMP PIT

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SPKLR SPRINKLER

SPLY SUPPLY

SPR SPRINKLER LINE

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SR STEAM RETURN

SS SANITARY SEWER, STEAM SUPPLY, OR

STORM SEWER

SSP STAINLESS STEEL PIPE

SST STAINLESS STEEL

ST STREET OR STORM DRAIN

ST W STORM WATER

STA STATION

STD STANDARD

STM STEAM

SURV SURVEY

SUTK SUMP TANK

SW SIDEWALK

SWG SEWAGE

SWR SEWER

SYM SYMBOL

T&M TIME AND MATERIALS

TAN TANGENT

TBM TEMPORARY BENCHMARK

TB-XX TEST BORING-XX (E.G., TB-01)

TCP TRAFFIC CONTROL PLAN

TD TRENCH DRAIN

TE TOP ELEVATION

TEMP TEMPORARY

THK THICKNESS

THRU THROUGH

TMH TOP OF MANHOLE

TN TRUE NORTH

TNL TUNNEL

TO TOP OF ___

TO FDN TOP OF FOUNDATION

TOB TOP OF BEAM

TOC TOP OF CONCRETE OR TOP OF CURB

TOC FTG TOP OF CONCRETE FOOTING

TOC WALL TOP OF CONCRETE WALL

TOF TOP OF FOOTING

TOP TOP OF PAVEMENT

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TR TOP OF RIM

TWR TREATED WATER RETURN

TWS TREATED WATER SUPPLY

TYP TYPICAL

UFC UNIFORM FIRE CODE

UGND UNDERGROUND

UON UNLESS OTHERWISE NOTED

UP UTILITY POLE

UPS UNINTERRUPTIBLE POWER SUPPLY

UTIL UTILITY

VAR VARIES

VB VALVE BOX

VC VERTICAL CURVE

VCO VACUUM CLEANER OUTLET

VCT VITRIFIED CLAY TILE VINYL COMPOSITION

TILE

VERT VERTICAL

VIC VICINITY

VIF VERIFY IN FIELD

VOL VOLUME

W WASTE, WEST, OR WIDE

W/ WITH

W/O WITHOUT

WI WROUGHT IRON

WL WATER LINE

WM WATER METER WIRE MESH

WM WIRE MESH WATER METER

WO WORK ORDER

WP WATER PUMP

WT WATER TABLE

WT EL WATER ELEVATION

WTR WATER

WW WASTE WATER

WW WASTE WATER WARM WHITE; WIREWAY

XFMR TRANSFORMER

EC EDGE OF CURB

EJ EXPANSION JOINT

EL EASEMENT LINE OR ELEVATION

ENGR ENGINEER

EOS EDGE OF SLAB

EP EDGE OF PAVEMENT (PAVING)

EPA ENVIRONMENTAL PROTECTION AGENCY

EPT EXTERNAL PIPE THREAD

EQ EQUAL

EQL SP EQUALLY SPACED

ERD EXISTING ROOF DRAIN

ESMT EASEMENT

EST ESTIMATE

EXIST EXISTING

EXP EXPANSION

EXST GR EXISTING GRADE

EXT EXTERIOR

EXT GR EXTERIOR GRADE

F FAHRENHEIT, FEMALE, FIRE LINE

F METER FLOWMETER

FD FLOOR DRAIN

FF EL FINISH FLOOR ELEVATION

FH FIRE HYDRANT

FIL FILLET

FIN FINISH

FLG FLANGE

FLRD FLARED

FLTR FILTER

FLUOR FLUORESCENT

FN FENCE

FOC FACE OF CURB

FP FIRE PROTECTION OR FLAGPOLE

FPM FEET PER MINUTE

FPS FEET PER SECOND

FPW FIRE PROTECTION WATER SUPPLY

FSP FIRE STANDPIPE

FSS FLOW SENSING SWITCH

FT FEET OR FOOT

FTG FOOTING

FW FLOOD WALL

G GROUND OR NATURAL GAS

G LN GAS LINE

GA GAGE

GAL GALLON

GC GENERAL CONTRACTOR

GCO GRADE CLEANOUT

GDR GUARD RAIL

GI GALVANIZED IRON

GIP GALVANIZED IRON PIPE

GL GROUND LEVEL

GPD GALLONS PER DAY

GTV GATE VALVE

GUT GUTTER

H&CW HOT AND COLD WATER

HAZ MAT HAZARDOUS MATERIALS

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HNDRL HANDRAIL

HP HIGH PRESSURE

HV HOSE VALVE

HYD HYDRANT

HYDR HYDRAULIC

ID INSIDE DIAMETER OR INSIDE DIMENSION

IMH INLET MANHOLE

INCL INCLUDED

INCR INCREMENT

INSTL INSTALL

INV INVERT

INV EL INVERT ELEVATION

IP IRON PIPE

IPS IRON PIPE SIZE

IPT IRON PIPE THREADED

IW IRRIGATION WATER

L ANGLE

LAT LATITUDE

LF LINEAR FEET (FOOT)

LIN LINEAR

LNG LONGITUDE

LOC LOCATION

LONG LONGITUDINAL

LOS LINE OF SIGHT

LPT LOW POINT

LS LUMP SUM

LT LIGHT

LTG LIGHTING

MAINT MAINTENANCE

MAX MAXIMUM

MED MEDIUM

MER MERIDIAN

MFD MANUFACTURED

MFG MANUFACTURING

MGT MANAGEMENT

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

ML MATERIALS LIST

MN MAGNETIC NORTH

MOD MODEL OR MODIFY

MON MONUMENT

MTG MEETING

MULT MULTIPLE

MUNIC MUNICIPAL

SITE ABBREVIATIONS

D

C

12/11/2020 BRD DJD

CD101

CIVIL DEMOLITION PLAN -

NEW ADDITION

N or th

VEG 19.26

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Issued: Date:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

613-124

VAMC MARTINSBURG, WV 25405

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: CONSTRUCTION DOCUMENTS

(Contract Deliverable CD 100%)

RENOVATE/EXPAND 47-BED

DOMICILIARY POD C & REPLACE AIR

HANDLER UNITS 502C

1. REMOVE EXISTING CONCRETE SIDEWALK AS INDICATED IN DRAWING.

2. SAW-CUT SIDEWALK AT NEAREST JOINT.

3. REMOVE EXISTING TREES/SHRUBS.

4. PROTECT EXISTING TREES IN PLACE. NO EXCAVATION WITHIN DRIP LINE

OF TREE.

5. SEE LANDSCAPE DRAWINGS FOR COURTYARD DEMOLITION.

6. VERIFY LOCATION AND REMOVE EXISTING FIRE WATER LINE AS SHOWN TO

5' BEYOND NEW BUILDING PERIMETER.

7. VERIFY LOCATION AND REMOVE EXISTING WATER LINE AS SHOWN TO 5'

MIN. BEYOND NEW BUILDING PERIMETER.

8. NOT USED.

9. INSTALL BLIND FLANGE ON EXISTING TEE.

10. REMOVE REMAINING WATER LINE.

GENERAL NOTES

XKEYNOTES

LEGEND

A. REFERENCE NOTES UNDER EXISTING UTILITIES ON SHEET C-001.

B. UTILITY DISRUPTION WILL BE IN ACCORDANCE WITH SPECIFICATIONS 01 00

00 GENERAL REQUIREMENT AND THE VHA COR. DEMOLITION SHALL BE IN

ACCORDANCE WITH SECTION 02 41 00. EXCAVATION AND BACKFILL WILL BE

IN ACCORDANCE WITH 31 20 00 EARTHWORK.

NEW

BUILDING

ADDITION

LIMIT OF WORK

EXISTING LINE TYPE

DEMO UTILITY LINE TYPE

EXISTING WATER

EXISTING STORM DRAIN

POST INDICATOR VALVE

TREE PROTECTION

EXISTING TREES

DEMO TREES

5' BUILDING

FOOTPRINT

OFFSET

STOCK PILE AND

STAGING AREA

SCALE: 1:20

0 10' 20' 40' 60' 80'5'0

CIVIL DEMOLITION PLAN - NEW ADDITION

REFER TO SHEET CS102 FOR ADDITIONAL SELECT ELECTRICAL DEMOLITION.

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PIV

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HVAC

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Domicil iary A cce ss

Road

6th St.

"A" A venue

D

C

B

A E

12/11/2020 BRD DJD

CS100

502C & 502E

OVERALL CIVIL SITE PLAN

N or th

VEG 19.26

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Issued: Date:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

613-124

VAMC MARTINSBURG, WV 25405

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: CONSTRUCTION DOCUMENTS

(Contract Deliverable CD 100%)

RENOVATE/EXPAND 47-BED

DOMICILIARY POD C & REPLACE AIR

HANDLER UNITS

SCALE: 1:30

0 15' 30' 60' 90' 120'

OVERALL CIVIL SITE PLAN

NEW PLANTING

SEE LANDSCAPE

DRAWINGS

POD C ADDITION

NEW SIDEWALK

SEE SHEET CS101

COURTYARD RENOVATION

SEE LANDSCAPE

DRAWINGS

NEW 300kV

TRANSFORMER

SEE SHEET CS102

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12/11/2020 BRD DJD

CS101

CIVIL SITE PLAN - NEW ADDITION

GENERAL NOTES

N or th

VEG 19.26

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Issued: Date:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

613-124

VAMC MARTINSBURG, WV 25405

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: CONSTRUCTION DOCUMENTS

(Contract Deliverable CD 100%)

RENOVATE/EXPAND 47-BED

DOMICILIARY POD C & REPLACE AIR

HANDLER UNITS 502C

SCALE: 1:20

0 10' 20' 40' 60' 80'5'0

CIVIL SITE PLAN - NEW ADDITION

NEW ADDITION

FFE 508.0

A. CONTRACTOR IS RESPONSIBLE FOR RETURNING SITE TO ITS PREVIOUS

CONDITION, OR BETTER, INCLUDING BUT NOT LIMITED TO SOD, CONCRETE

WALKS, DRAINAGE SWALES, ETC.

B. CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL TEMPORARY SIGNAGE,

INCLUDING BUT NOT LIMITED TO CONSTRUCTION ACCESS, PARKING LOT

CLOSURES AND EXITS/ENTRANCES.

C. NOTE BOLLARD WORK (KEYNOTE 6) OUTSIDE LIMITS OF CONSTRUCTION.

1. NEW CONCRETE SIDEWALK. SEE SHEET C-501 FOR DETAILS. PROVIDE 1-2%

CROSS SLOPE.

2. CONCRETE LANDING AND STAIRS. SEE STRUCTURAL SHEET FOR DETAILS.

3. TIE IN TO EXISTING SIDEWALKS. SEE 01/C-501 FOR CONNECTION TYPES.

4. NEW FIRE WATER SERVICE LINE.

5. NEW MAIN WATER LINE.

6. NEW BOLLARDS INSTALLED AT ENTRY WAYS. SEE SHEET C-502 FOR

BOLLARD DETAIL. CONTRACTOR ASSUMES RESPONSIBILITY AND COST OF

ANY DAMAGES AND SUBSEQUENT REPAIRS TO ADJACENT SIDEWALKS.

BOLLARD LOCATION TO BE CONFIRMED BY VHA COR.

7. SEE LANDSCAPE DRAWINGS FOR COURTYARD SITE PLAN

8. ROOF DRAIN (TYP). EACH DOWNSPOUT THAT DRAINS AT GRADE MUST HAVE

A SPLASH BLOCK TO MITIGATE EROSION. SEE C-501 FOR REFERENCE

DETAIL.

9. DOWNSPOUT TO ELBOW AT GRADE TO MEET CHANNEL DRAIN IN SIDEWALK.

PROVIDE AIR GAP. SEE SHEET C-501 FOR DETAIL OF SIDEWALK DRAIN.

SLOPE WILL BE 1-2% AWAY FROM THE BUILDING. PROVIDE RIP-RAP OR

OTHER ENERGY DISSIPATING DEVICE AT CHANNEL DRAIN EXIT TO PREVENT

EROSION.

10. NEW LANDSCAPE. REFERENCE LANDSCAPE DRAWINGS.

11. DOWEL REBAR FOR STAIR TO SIDEWALK CONNECTION.SEE DETAIL 11/C-501.

12. NEW CONCRETE MOW STRIP. SEE LANDSCAPE DRAWINGS.

XKEYNOTES

LEGEND

CONSTRUCTION FENCE

PROPOSED NEW WATER LINE

EXISTING WATER LINE

UNDERGROUND ELECTRIC

EXISTING STORM DRAIN

SANITARY SEWER

POST INDICATOR VALVE

SANITARY SEWER MANHOLE

STORM DRAIN INLET

STORM DRAIN YARD INLET

AutoCAD SHX Text

HBX

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C.O.

F E

12/11/2020 BRD DJD

CS102

502E

CIVIL SITE PLAN -

NEW TRANSFORMER

N or th

VEG 19.26

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9…