S02 Combined Drawing Set.pdf

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Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

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

SEE REVISION

SCHEDULE

R E

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GI001

COVER CORRECT RADIOLOGY HVAC

200 VETERANS AVE, BECKLEY WV 25801

517-21-002

DR TK

100% CONSTRUCTION

DOCUMENTS

VEG 21.13

BECKLEY VAMC

200 VETERANS AVE, BECKLEY WV 25801

VAMC PROJECT #: 517-21-002

CORRECT RADIOLOGY HVAC

SHEET NUMBER SHEET NAME

GENERAL

GI001 COVER

GI002 GENERAL INFORMATION AND ABBREVIATIONS

GI004 LIFE SAFETY PLAN - SECOND FLOOR

GI005A PROJECT PHASING - SECOND FLOOR - PHASE 1

GI005B PROJECT PHASING - SECOND FLOOR - PHASE 2

STRUCTURAL

S-001 STRUCTURAL NOTES

SF112 FRAMING PLAN - LEVEL 2 & LEVEL 3

SF411 ENLARGED FRAMING PLANS & DETAILS

ARCHITECTURAL

AD112 SECOND FLOOR DEMOLITION PLAN

AE121 SECOND FLOOR PLAN (SCOPE AREA 2)

AE122 SECOND FLOOR REFLECTED CEILING PLAN (SCOPE AREA 2)

AE131 THIRD FLOOR PLAN

AE133 THIRD FLOOR ROOF PLAN (SCOPE AREA 3)

AE163 SIXTH FLOOR ROOF PLAN (SCOPE AREA 6)

AE220 DETAILS

PLUMBING

P-001 PLUMBING ABBREVIATIONS, SYMBOLS, AND LEGENDS

PD122 PLUMBING SECOND FLOOR DEMOLITION PLAN

PG122 PLUMBING SECOND FLOOR MEDICAL GAS PLAN

MECHANICAL

M-001 MECHANICAL ABBREVIATIONS AND GENERAL NOTES

M-002 MECHANICAL SYMBOLS AND LEGENDS

MD121 MECHANICAL SECOND FLOOR DEMOLITION PLAN

MD131 MECHANICAL THIRD FLOOR DEMOLITION PLAN

MD401 MECHANICAL DEMOLITION ENLARGED PLANS

MD402 MECHANICAL DEMOLITION ENLARGED PLANS

MH121 MECHANICAL SECOND FLOOR HVAC PLAN

MH131 MECHANICAL THIRD FLOOR HVAC PLAN

MP121 MECHANICAL SECOND FLOOR PIPING PLAN

MP131 MECHANICAL THIRD FLOOR PIPING PLAN

MI121 MECHANICAL SECOND FLOOR INSTRUMENTATION PLAN

MH301 MECHANICAL SECTIONS

MH302 MECHANICAL SECTIONS

MH401 MECHANICAL HVAC ENLARGED PLANS

MH402 MECHANICAL HVAC & PLUMBING ENLARGED PLANS

MP401 MECHANICAL PIPING ENLARGED PLAN

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-503 MECHANICAL DETAILS

M-504 MECHANICAL DETAILS

M-505 MECHANICAL SEISMIC DETAILS

M-506 MECHANICAL SEISMIC DETAILS

M-601 MECHANICAL EQUIPMENT SCHEDULES

M-701 MECHANICAL CONTROLS

M-702 MECHANICAL CONTROLS

ELECTRICAL

E-001 ELECTRICAL ABBREVIATIONS AND GENERAL NOTES

E-002 ELECTRICAL SYMBOLS

ED121 ELECTRICAL SECOND FLOOR DEMOLITION PLAN

ED131 ELECTRICAL THIRD FLOOR DEMOLITION PLAN

ED141 ELECTRICAL ROOF DEMOLITION PLANS

EP121 ELECTRICAL SECOND FLOOR POWER PLAN

EP131 ELECTRICAL THIRD FLOOR POWER PLAN

EP141 ELECTRICAL ROOF POWER ENLARGED PLANS

E-501 ELECTRICAL DETAILS

E-601 ELECTRICAL ONE-LINE DIAGRAMS

SHEET INDEXVICINITY MAP

SITE MAP

AXONOMETRIC VIEW

Number: Revision: Date:

0 100% CONSTRUCTION DOCUMENTS 02/29/2024

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

CONDITIONS TO THE CONTRACT.

B. WORK MUST CONFORM WITH APPLICABLE BUILDING CODES, REGULATIONS AND ORDINANCES.

C. CONTRACTOR MUST OBTAIN 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 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 CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY EXECUTION OF THAT INSTALLER'S WORK. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS ARE VHA 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 GYPSUM WALL BOARD (FOG), FACE OF MASONRY (FOM), FACE OF CONCRETE WALLS (FOC) AND COLUMN GRID LINES, UNLESS OTHERWISE NOTED

OR INDICATED.

J. "TYPICAL", AS USED IN THESE DOCUMENTS, MEANS THAT THE CONDITION OR DIMENSION IS

REPRESENTATIVE OF, OR THE SAME, FOR SIMILAR CONDITIONS THROUGHOUT.

K. IF THERE IS A DISCREPANCY BETWEEN SMALL SCALE AND LARGE SCALE DRAWINGS, (PLAN, SECTION, & DETAIL DRAWINGS, AND SO FORTH), CONTACT VHA COR FOR CLARIFICATION. FOR BIDDING PURPOSES: THE MOST EXPENSIVE AND/OR STRICTEST REQUIREMENTS MUST GOVERN. FOR CLARIFICATIONS DURING CONSTRUCTION, THE MOST EXPENSIVE AND/OR STRICTEST REQUIREMENTS, AS INDICATED BY THE VHA COR, MUST GOVERN.

L. IF THERE ARE DISCREPANCIES BETWEEN THE DRAWINGS AND SPECIFICATIONS, CONTACT VHA COR FOR CLARIFICATION. FOR BIDDING PURPOSES: THE MOST EXPENSIVE AND/OR STRICTEST REQUIREMENTS MUST GOVERN. FOR CLARIFICATIONS DURING CONSTRUCTION: THE MOST EXPENSIVE AND/OR STRICTEST

REQUIREMENTS, AS INDICATED BY THE VHA COR, MUST GOVERN.

M. DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL CONDITIONS MUST BE REPORTED TO THE VHA COR

IN WRITING FOR RESOLUTION, PRIOR TO PROCEEDING WITH THE WORK.

N. 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.

O. CONTRACTOR MUST REPAIR AND/OR REPLACE UNAUTHORIZED WORK, AS INDICATED BY THE VHA COR, AT

NO ADDITIONAL COST TO THE OWNER.

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

Q. EXTERIOR EXPOSED STEEL MUST BE PAINTED.

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, AND SO FORTH, MUST BE SEALED, CAULKED, FLASHED OR WEATHER-STRIPPED AS REQUIRED FOR COMPATIBILITY

WITH ADJACENT MATERIALS AND TO ELIMINATE AIR LEAKAGE AND WATER ENTRY.

S. PROVIDE SEALANT AND/OR CAULKING BETWEEN DISSIMILAR ADJOINING INTERIOR MATERIALS. (THAT IS

WINDOW SILLS TO GWB, ACT CEILINGS TO MASONRY WALLS, AND SO FORTH.)

T. DOOR OPENINGS NOT LOCATED BY DIMENSION MUST BE CENTERED IN WALL SHOWN OR LOCATED 2" FROM FINISH WALL TO FINISH JAMB, ALWAYS ALLOWING A MINIMUM OF 18" FROM THE PULL SIDE OF THE DOOR TO

THE INTERSECTING WALL.

U. CONTRACTOR MUST VERIFY THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES AND THEIR SERVICE

CONNECTIONS WITH THE PROPER UTILITY COMPANY.

V. CONTRACTOR MUST COORDINATE SIZE, LOCATIONS AND NUMBER OF ROOF OPENINGS AND ROOF

ACCESSORIES WITH OTHER TRADES. REFER TO THE ARCHITECTURAL, STRUCTURAL, PLUMBING,

MECHANICAL AND ELECTRICAL DRAWINGS.

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

WORK.

X. EXCEPT AT FIRE-RATED PARTITIONS, WALL AND COLUMN GYPSUM BOARD FACING MUST BE HELD AT 5/8"

BELOW STRUCTURE, UNLESS DETAILED OR NOTED OTHERWISE.

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

Z. CLOSETS AND ALCOVES WITHOUT A SPACE IDENTIFICATION NUMBER MUST HAVE THE SAME FINISHES AS

ADJOINING SPACES.

AA. CONTRACTOR TO INSTALL WOOD BLOCKING AND PLYWOOD AS REQUIRED FOR THE MOUNTING OF TOILET ACCESSORIES, MILLWORK, CASEWORK, AV EQUIPMENT, MEP ITEMS AND RADIOLOGY EQUIPMENT, AND SO

FORTH.

BB. REFER TO SPECIFICATIONS FOR REQUIRED TESTING AND INSPECTIONS.

GENERAL NOTES

EARTH /

COMPACT FILL

GRAVEL /

GRANULAR FILL

CONCRETE

SAND / MORTAR /

PLASTER / CUT STONE

BRICK

CONCRETE

MASONRY UNIT

STONE (ELEVATION)

BATT INSULATION

RIGID INSULATION

ACOUSTICAL TILE

(SECTION)

GYPSUM BOARD

COVER BOARD

STEEL / METAL

FINISH WOOD

CONTINUOUS WOOD

BLOCKING / ROUGH

FRAMING

CAST STONE

DISCONTINUOUS

WOOD BLOCKING /

SHIM

PLYWOOD / OSB

MASONRY INSULATION

FIREPROOFING

METAL / WALL PANELS

SPANDREL GLASS

MATERIALS LEGEND

PLASTIC LAMINATE

FLOOR PLAN SYMBOLS LEGEND

ROOM NAME

VIEW TITLE EXAMPLE

ELEVATION CALLOUT EXAMPLE

ENLARGED CALLOUT EXAMPLE

SECTION CALLOUT EXAMPLE

SECTION OR DETAIL SYMBOL IDENTIFIERS

DETAIL NAME

DRAWING NUMBER

DESIGNATOR ON SHEET

DRAWING SEQUENCE

NUMBER INDICATES

WHERE DRAWING IS

LOCATED

TWO CHARACTER

DISCIPLINE DESIGNATOR

AE101

DOOR

NUMBER TAG

WALL

TYPE TAG

WINDOW

TYPE TAG

CENTER LINE

COLUMN

BUBBLE

ROOM TAG

MATCH LINE

DETAIL NUMBER

ON SHEET

SHEET NUMBER

DETAIL NUMBER

ON SHEET

SHEET NUMBER

NEW LINE TYPE

EXISTING LINE TYPE

DEMOLITION LINE TYPE

AREA OF DEMOLITION

VIEW NAME

1/8" = 1'-0"

AE101

AE101

AS101

AE101

EXTERIOR

INTERIOR

KEYNOTE

REVISION TAG

DRAWING SCALE

MATERIAL

KEYNOTE

FIXTURE

KEYNOTE

DETAIL NUMBER

ON SHEET

SHEET NUMBER

W3

######-A

######-A

F1

A

A2

DETAIL NUMBER

1-HR FIRE

2-HR FIRE

3-HR FIRE

4-HR FIRE

1-HR FIRE/SMOKE

2-HR FIRE/SMOKE

3-HR FIRE/SMOKE

4-HR FIRE/SMOKE

0-HR SMOKE

0.5-HR SMOKE

7' -6

5'

1"

5'

3/

8'

1/

1/

1"

0'

1"

0'

1"

0'

0'

1"

0'

1"

0'

9" 6"

3"

3"

1' -6

1'

6"

1/

2"

2' 1'

6"

1"

3' 2'

1'

3/ 4"

4'

2' 1'

1/

2"

6' 4'

2'

3/ 8"

8'

4'

3/

8' 4'

2'

1/ 4"

8'

4'

1/ 8"

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

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

SEE REVISION

SCHEDULE

R E

V

IS

IO

N

S C

H E

D U

L E

C :\R ev it

\2 1.

A rc h_

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2/

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A

M

GI002

GENERAL INFORMATION AND

ABBREVIATIONS

CORRECT RADIOLOGY HVAC

200 VETERANS AVE, BECKLEY WV 25801

517-21-002

DR TK

100% CONSTRUCTION

DOCUMENTS

VEG 21.13

SECT SECTION

SF SQUARE FOOT (SQFT)

SHT SHEET

SIM SIMILAR

SOG SLAB ON GRADE

SPEC SPECIFICATION (S)

SPKLR SPRINKLE

SPKR SPEAKER

SQ SQUARE

SS STAINLESS STEEL

STC SOUND TRANSMISSION COEFFICIENT

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURE / STRUCTURAL

SUSP SUSPENDED

SY SQUARE YARD (SQ YD)

SYM SYMMETRICAL / SYMBOL

SYS SYSTEM

T

T TREAD

TEL TELEPHONE

TEMP TEMPORARY / TEMPERED

TG TONGUE & GROOVE

THK THICK (NESS)

THRU THROUGH

TKBD TACK BOARD

TO TOP OF

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

TPO THERMOPLASTIC POLYOLEFIN

TRANSF TRANSFORMER

TV TELEVISION

TYP TYPICAL

TZ TERRAZZO

U

UH UNIT HEATER

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

V

VB VAPOR BARRIER (VPR BR)

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VHA VETERANS HEALTH ADMINISTRATION

VIF VERIFY IN FIELD

VNR VENEER

VTR VENT THROUGH ROOF

VWC VINYL WALLCOVERING

W

W WEST, WIDTH, WIDE

W/ WITH

W/IN WITHIN

W/O WITHOUT

WB WOOD BASE

WC WATER CLOSET

WD WOOD

WDW WINDOW

WH WALL HYDRANT / WATER HEATER

WP WATERPROOFING / WORKING POINT

WR WEATHER RESISTANT

WSF WELDED SEAM SHEET FLOORING

WT WEIGHT

WWF WELDED WIRE FABRIC

X, Y, Z, MISC

& AND

@ AT

XPS EXTRUDED POLYSTYRENE

YD YARD

N

N NORTH

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NRC NOISE REDUCTION COEFFICIENT

NSF NET SQUARE FEET

NTS NOT TO SCALE

O

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD / OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

OZ OUNCE

P

PA PUBLIC ADDRESS

PB PUSH BUTTON

PC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PERF PERFORATE (D)

PERM PERMANENT

PERP PERPENDICULAR

PL PLATE / PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLUMB PLUMBING

PLYWD PLYWOOD

PNL PANEL

PNT PAINT

POLY POLYETHYLENE

PR PAIR

PREFAB PREFABRICATE (D)

PREFIN PREFINISHED

PRELIM PRELIMINARY

PREP PREPARE (D)

PROJ PROJECT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PORCELAIN TILE

PTN PARTITION

PVC POLYVINYL CHLORIDE

PVG PAVING

Q

QT QUARRY TILE

QTB QUARRY TILE BASE

QTY QUANTITY

R

R RISER / RADIUS

RA RETURN AIR

RB RESILIENT BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REF REFRIGERATOR

REINF REINFORCE (D), (ING)

REQD REQUIRED

REV REVISED/ REVISION

RFG ROOFING

RH RIGHT HAND

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

RR RESTROOM

RSF RESILIENT SHEET FLOORING

RTU ROOF TOP UNIT

S

S SOUTH

SAN SANITARY SEWER

SC SOLID CORE

SCH SCHEDULE

SCRN SCREEN

H

H HIGH

HB HOSE BIBB

HC HOLLOW CORE

HD HEAD

HDBD HARDBOARD

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HK HOOK

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HOUR

HS HIGH STRENGTH

HT HEIGHT

HTG HEATING

HTR HEATER

HVAC HEATING / VENTILATING / AIR CONDITIONING

HW HOT WATER

HYD HYDRANT

I

IBC INTERNATIONAL BUILDING CODE

ICRA INFECTION CONTROL RISK ASSESSMENT

ID INSIDE DIAMETER

ILSM INTERIM LIFE SAFETY MEASURES

IN INCH

INCL INCLUDE (D), (ING)

INFO INFORMATION

INST INSTALL / INSTALLATION

INSUL INSULATE / INSULATION

INT INTERIOR

INV INVERT

J

JAN JANITOR

JB JUNCTION BOX

JST JOIST

JT JOINT

K

KIT KITCHEN

KO KNOCKOUT

KPL 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 LIGHT

LTG LIGHTING

LVR LOUVER

LVT LUXURY VINYL TILE

LWC LIGHTWEIGHT CONCRETE

M

MAS MASONRY

MAX MAXIMUM

MBR MEMBER

MDF MEDIUM DENSITY FIBERBOARD

MECH MECHANICAL

MED MEDIUM

MEMB MEMBRANE

MFG MANUFACTURING

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MOD MODULAR

MTD MOUNTED

MTG MOUNTING

MTL METAL

MULL MULLION

DH DOUBLE HUNG

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISP DISPENSER

DMT DEMOUNTABLE

DN DOWN

DR DOOR

DS DOWNSPOUT

DTL DETAIL

DWG DRAWING

E

E EAST

EA EACH

EF EXHAUST FAN

EJ EXPANSION JOINT

EL ELEVATION

ELAST ELASTOMERIC

ELEC ELECTRICAL

ELEV ELEVATOR

EM EMERGENCY

EP ELECTRICAL PANELBOARD

EQ EQUAL

EQUIP EQUIPMENT

ESC ESCALATOR

EST ESTIMATE

ETR EXISTING TO REMAIN

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION / EXPOSED

EXT EXTERIOR

F

FA FIRE ALARM

FAB FABRIC

FB FACE BRICK

FBO FURNISHED BY OWNER

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDN FOUNDATION

FE FIRE EXTINGUISHER

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

FIXT FIXTURE

FLG FLOORING

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 FIRE RATED

FRMG FRAMING

FRP FIBER REINFORCED PANEL

FS FLOOR SINK

FT FOOT/ FEET

FTG FOOTING

FUR FURRING

FUT FUTURE

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

GSF GROSS SQUARE FEET

GWB GYPSUM WALL BOARD

GYP GYPSUM

A

ABA ARCHITECTURAL BARRIERS ACT

AC AIR CONDITIONING

ACP ACOUSTICAL CEILING PANEL

ACST ACOUSTICAL

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

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

AV AUDIO / VISUAL

AVG AVERAGE

AWP ACOUSTICAL WALL PANEL

B

BD BOARD

BITUM BITUMINOUS

BLDG BUILDING

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

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

CMP CORRUGATED METAL PIPE

CMT CERAMIC MOSAIC TILE

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COL COLUMN

COMB COMBINATION

CONC CONCRETE

CONN CONNECTION / CONNECT

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

CU CUBIC

CW COLD WATER

D

DBL DOUBLE

DEMO DEMOLISH / DEMOLITION

DEPT DEPARTMENT

DF DRINKING FOUNTAIN

ARCHITECTURAL ABBREVIATIONS

VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, NATIONAL CAD

STANDARD APPLICATION GUIDE, AND OTHER GUIDANCE ON THE TECHNICAL

INFORMATION LIBRARY (TIL)

VA FIRE PROTECTION DESIGN MANUAL (7TH EDITION - DECEMBER 2015)

NFPA NATIONAL FIRE CODES (EXCEPTIONS : NFPA 5000 AND NFPA 900)

NFPA 101 LIFE SAFETY CODE - 2021 (LSC)

REFERENCED PUBLICATIONS (APPLICABLE BUT NOT ALL INCLUSIVE):

NFPA 1 FIRE CODE - 2021

NFPA 10 STANDARD FOR PORTABLE FIRE EXTINGUISHERS - 2018

NFPA 13 STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS -

NFPA 14, STANDARD FOR THE INSTALLATION OF STANDPIPE AND HOSE

SYSTEMS - 2019

NFPA 54, NATIONAL FUEL GAS CODE, 2021

NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE - 2019

NFPA 80, STANDARD FOR FIRE DOORS AND OTHER OPENING

PROTECTIVES - 2019

NFPA 90A, STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND

VENTILATING SYSTEMS, 2021

NFPA 90B, STANDARD FOR THE INSTALLATION OF WARM AIR HEATING AND

AIR-CONDITIONING SYSTEMS, 2021

NFPA 70 NATIONAL ELECTRICAL CODE - 2020 (NEC)

INTERNATIONAL BUILDING CODE - 2018 (IBC)

INTERNATIONAL PLUMBING CODE - 2018 (IPC)

OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS

VA SEISMIC DESIGN REQUIREMENTS, H-18-8

SAFETY CODE FOR ELEVATORS AND ESCALATORS, AMERICAN SOCIETY OF

MECHANICAL ENGINEERS (ASME) A17.1. 2019

ASME BOILER AND PRESSURE VESSEL CODE

ASME CODE FOR PRESSURE PIPING

ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS) INCLUDING

VA SUPPLEMENT, BARRIER FREE DESIGN GUIDE (PG-18-13)

BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AMERICAN

CONCRETE INSTITUTE AND COMMENTARY (ACI 318)

MANUAL OF STEEL CONSTRUCTION, LOAD AND RESISTANCE FACTOR DESIGN

SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS, AMERICAN INSTITUTE OF

STEEL CONSTRUCTION (AISC)

APPLICABLE CODES AND STANDARDS

BUILDING CONSTRUCTION TYPE: TYPE I-B -- 2018 IBC & TYPE II (222) - 2018 LSC

BUILDING OCCUPANCY:

BASEMENT = EXISTING HEALTH CARE (LSC)

FIRST FLOOR = EXISTING HEALTH CARE (LSC)

SECOND FLOOR = EXISTING HEALTH CARE (LSC)

THIRD FLOOR = EXISTING HEALTH CARE (LSC)

FOURTH FLOOR = EXISTING/ NEW HEALTH CARE (LSC),

LODGING OR ROOMING HOUSES

FIFTH FLOOR = EXISTING HEALTH CARE (LSC)

SIXTH FLOOR = EXISTING HEALTH CARE (LSC)

BUILDING IS FULLY SPRINKLERED

PROJECT DESCRIPTION: RENOVATION OF MULTIPLE EXISTING SPACES, NO

CHANGES TO OCCUPANCY CLASSIFICATION OR OCCUPANT LOAD.

CODE INFORMATION

WALL TYPE FIRE

RATING

(HOUR)

OPENING

FIRE RATING

(HOUR)

WALL

PENETRATION

RATING (HOUR)

WALL TYPE LEGEND

DOORS 3/4

WINDOWS 3/4 1

22-HR FIRE RATED BARRIER

DOORS 1-1/2

WINDOWS 1-1/2 1

0SMOKE PARTITIONS (IBC) & WALLS THAT

RESIST PASSAGE OF SMOKE (LSC)

DOORS 0

WINDOWS 0

2-HR FIRE RATED SHAFT ENCLOSURE

2SE

2 1N/A

2SE

2FB 2FB

1FB 1FB

RPS RPS

1-HR FIRE RATED BARRIER

HEALTH CARE CORRIDOR & SUITES

HCS

0 0N/A

HCS

7' -6

5'

1"

5'

3/

8'

1/

1/

1"

0'

1"

0'

1"

0'

0'

1"

0'

1"

0'

9" 6"

3"

3"

1' -6

1'

6"

1/

2"

2' 1'

6"

1"

3' 2'

1'

3/ 4"

4'

2' 1'

1/

2"

6' 4'

2'

3/ 8"

8'

4'

3/

8' 4'

2'

1/ 4"

8'

4'

1/ 8"

KEY PLAN

P la n N or th

True North

P la n N or th

True North

BLDG 1

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

10987654321

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Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

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Drawing Number

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LIFE SAFETY PLAN - SECOND

FLOOR

CORRECT RADIOLOGY HVAC

200 VETERANS AVE, BECKLEY WV 25801

517-21-002

DR TK

100% CONSTRUCTION

DOCUMENTS

VEG 21.13

1/8" = 1'-0"

SECOND FLOOR LIFE SAFETY PLAN

F3

IN ORDER TO LIMIT DISRUPTION OF FACILITY OPERATIONS AND CONTAIN

AIRBORNE DUST & CONTAMINATION FROM CONSTRUCTION ACTIVITIES, WORK

UNDER THIS CONTRACT SHALL BE DIVIDED INTO AREAS AS IDENTIFIED IN

PHASING PLAN DRAWINGS. REFER TO SPECIFICATION 01 35 26 FOR ICRA

BARRIER REQUIREMENTS.

PERFORM WORK PER PHASING REQUIREMENTS AS SHOWN. PROVIDE A

SCHEDULE TO THE VHA FOR APPROVAL PER SPECIFICATION 01 32 16 AND 01 00

00.

SEQUENCING OF DEMOLITION AND CONSTRUCTION ACTIVITIES WITHIN PROJECT

PHASES SHALL BE DETERMINED BY THE CONTRACTOR. THE EXTENT AND

SEQUENCING OF CONSTRUCTION ACTIVITIES SHALL BE CONFIRMED AND

COORDINATED WITH THE VHA COR. ASSOCIATED MEP, FIRE, LOW

VOLTAGE/COMMUNICATIONS ITEMS TO BE COORDINATED BY CONTRACTOR

WITH VHA COR.

REFER TO DRAWINGS AND SPECIFICATIONS FOR MORE INFORMATION.

GENERAL NOTES - PHASING

17 18.8

19.5 20 21 22 23.5 23.9 25.5

B.9

B.8

B.7

B.5

B.6

A.5

AA

AA.1

BB

CC

DD

EE

FF

GG

17.1 18.5 19.3 20.117.5

B.95

D

F

H.1

H.2

H.5

H.75

26.5 28.1 28.5

OPEN TO BELOW

CORRIDOR

2A-C1

RECEPTION

2A-134

C O

R R

ID

O

R

X-RAY

2A-101

CONTROL RM

2A-102

X-RAY

2A-103

OFFICE

2A-144

STORAGE

2A-143

OFFICE

2A-142 EXAM RM

2A-141A

CT SCAN

2A-112

BONE DENSITY

2A-111

CONTROL RM

2A-111C

EQUIPMENT

2A-113

ELEC

2A-111B

ULTRASOUND

2A-108A

ULTRASOUND

2A-108B

ULTRASOUND

2A-108

CHANGING ROOM

2A-108E

EXAM RM

2A-106

MRI EXAM

2A-110E

MRI EQUIP

2A-110F

MRI CONTROL

2A-110

EQUIP STOR

2A-110C

HOLDING

2A-110B

MECH

2A-123A

WAITING

2A-107

RECEPTION

2A-132

SUPPLY

2A-140

OFFICE

2A-139

HAC

2A-137

BREAK RM

2A-133

RADIOGRAPHY/

FLUOROSCOPY

2A-130A

RADIOLOGIST OFFICE

2A-130

TOILET

2A-108C

TOILET

2A-100B

SUPPLY

2A-130B

RECEPTION

2A-109

TOILET

2A-104

TOILET

2A-105

TOILET

2A-103B

CHANGING ROOM

2A-103A

TOILET

2A-138A

CHNG RM

2A-138

TOILET

2A-141C

OFFICE

2A-141

EXAM

2A-141B

CORRIDOR

FIRE

HOSE

CLOSET

MECH

2A-123

4 1 4

4 3

1 1

PHASE 1

PHASING REQUIREMENTS - PHASE 1 #

NOT IN SCOPE

EXISTING DOOR

EXISTING WALL

NEW WALL

LEGEND

1-HR FIRE

2-HR FIRE

FIRE RESISTIVE WALLS:

7' -6

5'

1"

5'

3/

8'

1/

1/

1"

0'

1"

0'

1"

0'

0'

1"

0'

1"

0'

9" 6"

3"

3"

1' -6

1'

6"

1/

2"

2' 1'

6"

1"

3' 2'

1'

3/ 4"

4'

2' 1'

1/

2"

6' 4'

2'

3/ 8"

8'

4'

3/

8' 4'

2'

1/ 4"

8'

4'

1/ 8"

##KEYNOTES

KEY PLAN

P la n N or th

True North

P la n N or th

True North

BLDG 1

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

10987654321

10987654321

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D

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ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

SEE REVISION

SCHEDULE

R E

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PROJECT PHASING - SECOND

FLOOR - PHASE 1

CORRECT RADIOLOGY HVAC

200 VETERANS AVE, BECKLEY WV 25801

517-21-002

DR TK

100% CONSTRUCTION

DOCUMENTS

VEG 21.13

1/8" = 1'-0"

PROJECT PHASING - PHASE 1

F3

1. NIGHT/WEEKEND WORK ONLY

2. NO SCHEDULING RESTRICTIONS AT THIS AREA

3. WEEKENDS - 3 DAY MAXIMUM DOWNTIME - SCHEDULED IN ADVANCE

4. WEEKENDS - 4 DAY MAXIMUM DOWNTIME - SCHEDULED IN ADVANCE

1. TEMPORARY COOLING WILL BE REQUIRED AT THIS AREA FOR DURATION OF

AHU-7 CHANGE OVER

2. ONE ROOM SHALL REMAIN OPERATIONAL DURING CONSTRUCTION

3. WORK TO COMMENCE 5PM FRIDAY, WITH TEMP UNIT FUNCTIONAL BY 4PM

SUNDAY

4. VHA INSPECTION OF TEMPORARY EQUIPMENT PRIOR TO USAGE

5. SPOT COOLERS IN SEVERAL ROOMS, ADDITIONAL ROOMS IF CHANGE OVER

SEQUENCE NOT COMPLETE BY SUNDAY 4PM

IN ORDER TO LIMIT DISRUPTION OF FACILITY OPERATIONS AND CONTAIN

AIRBORNE DUST & CONTAMINATION FROM CONSTRUCTION ACTIVITIES, WORK

UNDER THIS CONTRACT SHALL BE DIVIDED INTO AREAS AS IDENTIFIED IN

PHASING PLAN DRAWINGS. REFER TO SPECIFICATION 01 35 26 FOR ICRA

BARRIER REQUIREMENTS.

PERFORM WORK PER PHASING REQUIREMENTS AS SHOWN. PROVIDE A

SCHEDULE TO THE VHA FOR APPROVAL PER SPECIFICATION 01 32 16 AND 01 00

00.

SEQUENCING OF DEMOLITION AND CONSTRUCTION ACTIVITIES WITHIN PROJECT

PHASES SHALL BE DETERMINED BY THE CONTRACTOR. THE EXTENT AND

SEQUENCING OF CONSTRUCTION ACTIVITIES SHALL BE CONFIRMED AND

COORDINATED WITH THE VHA COR. ASSOCIATED MEP, FIRE, LOW

VOLTAGE/COMMUNICATIONS ITEMS TO BE COORDINATED BY CONTRACTOR

WITH VHA COR.

REFER TO DRAWINGS AND SPECIFICATIONS FOR MORE INFORMATION.

GENERAL NOTES - PHASING

17 18.8

19.5 20 21 22 23.5 23.9 25.5

B.9

B.8

B.7

B.5

B.6

A.5

AA

AA.1

BB

CC

DD

EE

FF

GG

17.1 18.5 19.3 20.117.5

B.95

D

F

H.1

H.2

H.5

H.75

26.5 28.1 28.5

NUCLEAR MED

CAMERA

2A-118

HOT LAB

2A-117

NUCLEAR MEDICINE

2A-127

NUCLEAR STRESS

LAB/ EXAM RM

2A-125

OFFICE

2A-128

INJECTION

2A-116

EXAM

2A-121A

EXAM

2A-121

EXAM

2A-122

ELEC

2A-120

TOILET

2A-115

OFFICE

2A-114

HAC

2A-124

3 1

2 2

2 1

1 2

PHASE 2

PHASING REQUIREMENTS - PHASE 2 #

NOT IN SCOPE

EXISTING DOOR

EXISTING WALL

NEW WALL

LEGEND

1-HR FIRE

2-HR FIRE

FIRE RESISTIVE WALLS:

7' -6

5'

1"

5'

3/

8'

1/

1/

1"

0'

1"

0'

1"

0'

0'

1"

0'

1"

0'

9" 6"

3"

3"

1' -6

1'

6"

1/

2"

2' 1'

6"

1"

3' 2'

1'

3/ 4"

4'

2' 1'

1/

2"

6' 4'

2'

3/ 8"

8'

4'

3/

8' 4'

2'

1/ 4"

8'

4'

1/ 8"

##KEYNOTES

KEY PLAN

P la n N or th

True North

P la n N or th

True North

BLDG 1

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

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

SEE REVISION

SCHEDULE

R E

V

IS

IO

N

S C

H E

D U

L E

C :\R ev it

\2 1.

A rc h_

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M

GI005B

PROJECT PHASING - SECOND

FLOOR - PHASE 2

CORRECT RADIOLOGY HVAC

200 VETERANS AVE, BECKLEY WV 25801

517-21-002

DE TK

100% CONSTRUCTION

DOCUMENTS

VEG 21.13

1/8" = 1'-0"

PROJECT PHASING - PHASE 2

F3

1. TEMPORARY COOLING WILL BE REQUIRED AT THIS AREA FOR DURATION OF

AHU-10 CHANGE OVER

2. AHU SERVING THIS SPACE LOCATED ON 3RD FLOOR/ ROOM 3A-111A . RE:

THIS SHEET FOR PHASING REQUIREMENTS

1. NIGHT/WEEKEND WORK ONLY

2. WEEKENDS - 4 DAY MAXIMUM DOWNTIME - SCHEDULED IN ADVANCE

3. 4 DAYS MAXIMUM DOWNTIME FOR DEMO WORK. WORK AT THIS AREA

SHALL BE SCHEDULED DURING WORKWEEK, M-F 8AM - 5PM. RADIATION

EXPOSURE NOT LIKELY, HOWEVER ACCESS TO THIS ROOM REQUIRES

RADIATION BADGING. COORDINATION WITH VHA COR REQUIRED FOR ROOM

ACCESS.

A. UNLESS NOTED OTHERWISE, ALL WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS. SPECIFICATIONS SHALL TAKE PRECEDENCE OVER GENERAL NOTES & TYPICAL

DETAILS.

B. PRIOR TO STARTING THE WORK, THE CONTRACTOR SHALL COMPARE THE INITIAL CONDITIONS SHOWN

ON THE DRAWINGS WITH THE EXISTING SITE CONDITIONS. ANY DISCREPANCIES BETWEEN THE

DRAWINGS AND SITE CONDITIONS SHALL BE REPORTED TO THE VHA COR AND RESOLVED BEFORE

PROCEEDING WITH THE WORK.

C. IN CASE OF CONFLICT BETWEEN REQUIREMENTS, FOLLOW THE MOST STRINGENT REQUIREMENT

INDICATED OR AS DIRECTED BY THE VHA CO WITHOUT ADDITIONAL COST TO THE OWNER.

D. THE CONTRACTOR SHALL COORDINATE & VERIFY ALL DIMENSIONS & ELEVATIONS SHOWN ON

STRUCTURAL DRAWINGS WITH THE DIMENSIONS AND ELEVATIONS SHOWN ON THE ARCHITECTURAL

DRAWINGS. DISCREPANCIES SHALL BE REPORTED TO THE VHA COR AND RESOLVED PRIOR TO

STARTING ANY RELATED WORK.

E. DETAILS, SECTIONS, & NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL & SHALL APPLY TO SIMILAR SITUATIONS WHERE APPROPRIATE UNLESS NOTED OR OTHERWISE INDICATED. DETAILS MAY NOT BE DRAWN TO SCALE OR DIMENSIONS INDICATED ON TYPICAL DETAILS AND SECTIONS MAY

REQUIRE ADJUSTMENT TO SUIT SPECIFIC CONDITIONS.

F. MEANS AND METHODS AS WELL AS MAINTAINING SITE SAFETY ARE THE RESPONSIBILITY OF THE

CONTRACTOR.

1. SHORING AND BRACING REQUIREMENTS: WALLS ABOVE GRADE SHALL BE BRACED AND/OR SHORED

UNTIL THE STRUCTURAL SYSTEM IS COMPLETE. WALLS ARE NOT SELF-SUPPORTING.

2. FLOOR AND ROOF STRUCTURES: THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE METHOD

AND SEQUENCE OF ALL STRUCTURAL ERECTION. PROVIDE TEMPORARY SHORING AND BRACING AS

REQUIRED TO PROVIDE ADEQUATE INTERIM VERTICAL & LATERAL SUPPORT. SHORING AND

BRACING SHALL REMAIN IN PLACE UNTIL ALL PERMANENT MEMBERS ARE IN PLACE AND ALL FINAL CONNECTIONS ARE COMPLETE. THIS INCLUDES, BUT IS NOT LIMITED TO, ALL ROOF AND FLOOR

CONNECTIONS. THE BUILDING SHALL BE ADEQUATELY SHORED AND BRACED UNTIL ALL

STRUCTURAL COMPONENTS ARE COMPLETE AND CONNECTED AS INDICATED ON THE DRAWINGS

AND IN THE SPECIFICATIONS.

G. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO COORDINATE THE WORK WITH

ALL TRADES & ALL ITEMS TO BE INTEGRATED INTO STRUCTURAL SYSTEM. OPENINGS OR

PENETRATIONS THROUGH, OR ATTACHMENTS TO THE STRUCTURAL SYSTEM THAT ARE NOT INDICATED

ON DRAWINGS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR & SHALL BE

COORDINATED WITH THE CO. THE ORDER OF CONSTRUCTION IS THE RESPONSIBILITY OF THE GENERAL

CONTRACTOR. IT IS THE CONTRACTOR'S OBLIGATION TO PROVIDE ITEMS NECESSARY FOR THE

SELECTED CONSTRUCTION PROCEDURE.

H. OBSERVATION VISITS TO THE SITE BY ARCHITECT'S/ENGINEER'S REPRESENTATIVES SHALL NOT BE

CONSTRUED AS INSPECTIONS OR APPROVALS OF CONSTRUCTION.

I. ALL CONSTRUCTION AND INSPECTIONS SHALL BE IN ACCORDANCE WITH THE PROJECT

SPECIFICATIONS. THE CONTRACTOR SHALL COORDINATE ALL REQUIRED INSPECTIONS AND SHALL NOT PROCEED WITH THE WORK INVOLVED UNTIL THE INSPECTIONS HAVE BEEN COMPLETED AND THE WORK

APPROVED BY CO.

J. THE CONTRACTOR MUST SUBMIT A WRITTEN REQUEST AND OBTAIN THE CO'S PRIOR WRITTEN APPROVAL FOR ANY CHANGES, MODIFICATIONS, OMISSIONS, AND/OR SUBSTITUTIONS TO THE WORK

INDICATED HEREIN.

K. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY AND PROTECTIONS IN AND AROUND THE JOB

SITE AND/OR ADJACENT PROPERTIES THAT MAY BE AFFECTED BY THE WORK. ALL SUPPORT OF

CONSTRUCTION LOADS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. ALL SHORING AND BRACING REQUIRED FOR THE PROTECTION OF LIFE & PROPERTY DURING THE CONSTRUCTION PROCESS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. ALL PROCEDURES OF SOIL EXCAVATION, BACKFILL, & SUPPORT OF ADJACENT PROPERTY DURING EARTHWORK SHALL BE THE

RESPONSIBILITY OF THE GENERAL CONTRACTOR.

L. ALL DIMENSIONS INDICATED ON PLANS SHALL BE TO FACE OF STUDS, FACE OF CONCRETE BLOCK, FACE OF ROUGH CONCRETE, CENTERLINE OF COLUMNS, TOP OF STEEL, OR TOP OF SLAB, UNLESS NOTED OR INDICATED OTHERWISE. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT INDICATED

ON STRUCTURAL DRAWINGS.

PART I - GENERAL REQUIREMENTS

A. GENERAL BUILDING CODE

1. THE CONSTRUCTION DOCUMENTS ARE BASED ON THE REQUIREMENTS, CODES AND DESIGN GUIDES

SPECIFIC TO THE VETERAN'S HEALTH ADMINISTRATION AS FOLLOWS:

• VA CFM, 2014 STRUCTURAL DESIGN MANUAL

• BUILDING CODE

A. BUILDING CODE: 2015 INTERNATIONAL BUILDING CODE WITH WEST VIRGINIA AMENDMENTS.

B. NATIONAL LOADING STANDARD: ASCE 7-16 - MINIMUM DESIGN LOADS FOR BUILDINGS AND

OTHER STRUCTURES

C. STEEL: AISC 360-10 - SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS

2. DESIGN LOADS:

A. FLOOR:

1. DEAD LOADS:

• EXISTING ROOF: SELF WEIGHT OF EXISTING MATERIAL

2. LIVE LOADS:

• FLOOR: 100 PSF (PER ORIGINAL DRAWINGS)

3. EQUIPMENT LOADS

PART II - DESIGN CRITERIA

UNIT IDENTIFIER MAX DIMENSIONS MAX HOISTED

WEIGHT (LB)L (IN) W (IN) H (IN)

AHU 7

AHU 10

291 80 53 5600

43604266.5286

B. SEISMIC LOADS

1. SEISMIC DESIGN CATEGORY: D

2. SOIL SITE CLASS: C - VERY DENSE SOIL AND SOFT ROCK

3. SEISMIC DESIGN CRITERIA:

• SS, 0.2 SEC. SPECTRAL ACCELERATION, (%g) = 0.949

• S1, 1 SEC. SPECTRAL ACCELERATION, (%g) = 0.331

• SDS, 0.2 SPECTRAL RESPONSE COEFFICIENT, (%g) = 0.803

• SD1, 1 SPECTRAL RESPONSE COEFFICIENT, (%g) = 0.334

• OCCUPANCY CATEGORY: IV

• EARTHQUAKE LOADS:

1. OCCUPANCY CATEGORY = IV

2. SPECTRAL RESPONSE COEFFICIENT

A. Ss = 0.223 g B. S1 = 0.071 9

3. SPECTRAL RESPONSE ACCELERATION

A. Sds = 0..237 g B. Sd1 = 0.114 g

4. SEISMIC DESIGN CATEGORY = C

5. SITE CLASS = D

6. ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE PROCEDURE

• 1.2 DEFLECTION CRITERIA: REFER TO TABLE 1604.3 FOR DEFLECTION LIMITS.

4. SEISMIC DESIGN OF NONSTRUCTURAL COMPONENTS:

• NONSTRUCTURAL COMPONENTS ENGINEERED AS PART OF DEFERRED SUBMITTALS, AND

CONNECTIONS OF THOSE COMPONENTS TO THE PRIMARY STRUCTURE SHALL BE DESIGNED IN

ACCORDANCE WITH THE AFOREMENTIONED BUILDING CODE, THE GENERAL SEISMIC CRITERIA

LISTED ABOVE, AND THE REQUIREMENTS OF ASCE 7-16 AS APPROPRIATE.

A. SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH CHAPTER 17 OF THE

BUILDING CODE REFERENCED ABOVE AND AS DEFINED BELOW. A QUALIFIED SPECIAL

INSPECTOR APPROVED BY THE GOVERNMENT SHALL MAKE SPECIAL INSPECTIONS. THE SPECIAL

INSPECTOR SHALL OBSERVE WORK FOR CONFORMANCE WITH THE APPROVED DRAWINGS AND

SPECIFICATIONS.

B. INSPECTION REPORTS SHALL BE FURNISHED TO THE GOVERNMENT, ARCHITECT, AND

STRUCTURAL ENGINEER. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE

CONTRACTOR, AND, IF NOT CORRECTED, SHALL BE REPORTED TO THE GOVERNMENT,

ARCHITECT, AND STRUCTURAL ENGINEER.

C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING THAT THE STRUCTURAL WORK

WAS, TO THE BEST OF HIS KNOWLEDGE, PERFORMED IN ACCORDANCE WITH THE APPROVED

DRAWINGS, SPECIFICATIONS, AND THE BUILDING CODE.

D. THE FOLLOWING TYPES OF WORK REQUIRE SPECIAL INSPECTION: (REFER TO THE BUILDING

CODE AND SPECIFICATIONS FOR DETAILED INSPECTION REQUIREMENTS.)

1. STEEL CONSTRUCTION

• MATERIAL VERIFICATION OF:

• HIGH-STRENGTH BOLTS, NUTS AND WASHERS

• STRUCTURAL STEEL

• INSPECTION OF:

• HIGH-STRENGTH BOLTING

PART III - SPECIAL INSPECTIONS

A. EQUIPMENT COORDINATION

1. THE CONTRACTOR SHALL COORDINATE DIMENSIONAL AND UTILITY REQUIREMENTS OF

ACTUAL EQUIPMENT PURCHASED WITH PROVISIONS SHOWN ON THE CONSTRUCTION

DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ANY CHANGES

NECESSARY TO MAKE SUCH COORDINATION WITHOUT ADDITIONAL COST TO THE

GOVERNMENT.

B. EQUIPMENT ANCHORAGE

1. THE CONTRACTOR SHALL ENGINEER, FURNISH AND INSTALL NECESSARY ANCHORAGE AND

VIBRATION ISOLATION FOR ALL EQUIPMENT AND RAILS TO RESIST ALL LOADING INCLUDING

BUT NOT LIMITED TO VIBRATORY, WIND AND EARTHQUAKE LOADS AT NO ADDITIONAL COST TO

THE GOVERNMENT.

2. THE CONTRACTOR SHALL PREPARE AND SUBMIT ANCHORAGE DETAILS AND SUPPORTING

CALCULATIONS PREPARED AND SEALED BY A STRUCTURAL ENGINEER REGISTERED IN THE

STATE OF THE PROJECT FOR ALL MOUNTED EQUIPMENT, AND ASSOCIATED CURBS, FOR

REVIEW AND APPROVAL PRIOR TO FABRICATION AND INSTALLATION AT NO ADDITIONAL COST

TO THE GOVERNMENT.

C. EQUIPMENT STRUCTURAL SUPPORT

1. THE STRUCTURAL DESIGN DEPICTED ON THESE DRAWINGS IS BASED ON THE EQUIPMENT

DIMENSIONS AND WEIGHTS OUTLINED ABOVE. IN THE EVENT THE CONTRACTOR SELECTS

EQUIPMENT WITH WEIGHT GREATER THAN THAT DEPICTED IN THE TABLE SHOWN ON THIS

SHEET, OR DIMENSIONS MORE THAN 10% GREATER THAN THOSE DEPICTED IN THE TABLE

SHOWN ON THIS SHEET, THE CONTRACTOR SHALL HAVE THE AFFECTED SUPPORTING

STRUCTURE (NEW AND EXISTING) EVALUATED AND REINFORCED AS NECESSARY BY A

STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT, AND SUBMIT SEALED

CALCULATIONS AND DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO COMMENCEMENT OF

FABRICATION. COSTS ASSOCIATED WITH ENGINEERING ANALYSIS, DESIGN AND

CONSTRUCTION OF REPAIRS SHALL BE BORNE BY THE CONTRACTOR AT NO ADDITIONAL COST

TO THE GOVERNMENT.

PART IV - EQUIPMENT

A. GENERAL

1. GENERAL REQUIREMENTS

A. DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE

WITH THE MANUAL OF STEEL CONSTRUCTION, BY THE AMERICAN INSTITUTE OF STEEL

CONSTRUCTION, INC AND PROJECT SPECIFICATIONS.

2. SUBMITTALS

A. SHOP DRAWINGS: ERECTION AND FABRICATION DRAWINGS. SHOP DRAWINGS SHALL NOT

CONTAIN REPRODUCTIONS OF THE CONTRACT DRAWINGS. MEMBER SUBSTITUTION AND

DEVIATIONS FROM THE CONTRACT DRAWINGS SHALL BE CLEARLY IDENTIFIED WITH AN

EXPLANATION FOR THE PROPOSED DEVIATION. ALL SHOP DRAWINGS SHALL BE SUBMITTED

FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. ALL REQUIRED FIELD VERIFICATION OF

EXISTING CONDITIONS AND DIMENSIONS SHALL BE CONDUCTED AND COORDINATED WITH THE

SHOP DRAWINGS PRIOR TO SUBMISSION.

3. DELIVERY, STORAGE AND HANDLING

A. PROTECT FROM CORROSION, DEFORMATION, AND OTHER TYPES OF DAMAGE. STORE ITEMS

IN AN ENCLOSED AREA FREE FROM CONTACT WITH SOIL AND WEATHER. REMOVE AND

REPLACE DAMAGED ITEMS WITH NEW ITEMS.

B. PRODUCTS

1. MATERIALS:

A. ALL WIDE FLANGE W'S & WT'S SHALL BE IN CONFORMANCE WITH ASTM A 992, LATEST

ADOPTED EDITION, UNO.

B. ALL OTHER SHAPES, PLATES AND BARS SHALL BE IN CONFORMANCE WITH ASTM A 36, LATEST

ADOPTED EDITION, UNO.

C. ALL SQUARE, RECTANGULAR AND ROUND TUBING SHALL BE IN CONFORMANCE WITH ASTM A

500, LATEST ADOPTED EDITION, GRADE B.

D. ALL ROUND PIPE SHALL BE IN CONFORMANCE WITH ASTM A 53, LATEST ADOPTED EDITION, GRADE B.

E. BOLTS SHALL CONFORM TO F 1852 (A 325) TYPE 1 LOAD INDICATOR BOLTS, UNO.

F. THREADED RODS SHALL COMPLY WITH ASTM A 36, LATEST ADOPTED EDITION, UNO.

G. HARDENED STEEL WASHERS SHALL COMPLY WITH ASTM F 436.

H. HEAVY HEX NUTS SHALL COMPLY WITH ASTM A 563.

I. ABRASIVE FINISH FLOOR PLATE SHALL COMPLY WITH ASTM A 786 AND ASTM A 36, LATEST

ADOPTED EDITION, UNO.

2. FABRICATION

A. ALL NATURAL AND FABRICATED CAMBER SHALL BE INSTALLED UPWARD.

B. THE MINIMUM THICKNESS OF GUSSET AND FIN PLATES SHALL BE 3/8 IN.

C. BOLTED CONNECTIONS:

a. ALL OTHERS MAY BE CONSIDERED AS "BEARING" TYPE N.

b. THE MINIMUM NUMBER OF BOLTS IN STRUCTURAL STEEL CONNECTIONS SHALL BE AS

FOLLOWS:

• A MINIMUM OF TWO BOLTS PER CONNECTION SHALL BE USED, UNO.

3. FINISH

A. SURFACE PREPARATION:

a. UNLESS NOTED OTHERWISE, SHOP CLEAN THE SURFACE OF ALL STRUCTURAL STEEL IN

ACCORDANCE WITH THE REQUIREMENTS OF SSPC-SP2.

B. PRIMER:

a. UNLESS NOTED OTHERWISE SHOP PAINT WITH A MINIMUM OF 1.0 MILS OF THE

FABRICATORS STANDARD RUST INHIBITIVE PRIMER.

C. FINISH COATING

a. PAINT AS SPECIFIED

b. STANDARD COLORS AS SPECIFIED.

C. PART 3 EXECUTION

1. EXAMINATION

A. PRIOR TO STRUCTURAL STEEL ERECTION, ERECTOR SHALL INSPECT EXISTING

CONSTRUCTION FOR CORRECT SIZE, LAYOUT AND ALIGNMENT. ANY INCONSISTENCIES

DEEMED DETRIMENTAL TO THE ERECTION OF STEEL SHALL BE REPORTED TO THE COR AND

REPAIRED PRIOR TO INSTALLATION.

2. INSTALLATION

A. WELDED CONNECTIONS SHALL BE MADE WITH E70XX ELECTRODES IN ACCORDANCE WITH

AWS D1.1, STRUCTURAL WELDING CODE BY THE AMERICAN WELDING SOCIETY, AND SHALL BE

PERFORMED BY CERTIFIED WELDERS. WELDER CERTIFICATION SHALL BE AVAILABLE ON SITE

FOR INSPECTION.

3. FIELD QUALITY CONTROL

A. TOLERANCES

a. MAXIMUM VARIATION FROM PLUMB: 1/4" (6 MM) PER STORY, NON-CUMULATIVE.

b. MAXIMUM OFFSET FROM TRUE ALIGNMENT

B. WELDED CONNECTIONS:

a. ALL WELDS SHALL BE VISUALLY EXAMINED.

b. 15% OF ALL WELDS SHALL BE TESTED IN ACCORDANCE WITH THE FOLLOWING METHODS:

• TESTED BY THE LIQUID PENETRANT METHOD IN ACCORDANCE WITH ASTM E 165 OR

THE MAGNETIC PARTICLE METHOD IN ACCORDANCE WITH ASTM E 709.

4. REPAIR

A. PROTECTIVE COATINGS DAMAGED DURING THE TRANSPORTATION, ERECTION AND FIELD

WELDING PROCESSES SHALL BE REPAIRED IN THE FIELD TO MATCH THE SHOP APPLIED

COATING.

5. CLEANING AND PROTECTION

A. CLEAN AFTER INSTALLATION EXPOSED PRE-FINISHED ITEMS IN ACCORDANCE WITH

MANUFACTURERS RECOMMENDATIONS.

B. PROTECT INSTALLED ITEMS FROM DAMAGE CAUSED BY SUBSEQUENT CONSTRUCTION.

PART V - STRUCTURAL STEEL

A. POST-INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE CONSTRUCTION

DOCUMENTS. CARE SHALL BE TAKEN IN PLACING POST-INSTALLED ANCHORS TO AVOID CONFLICTS

WITH EXISTING REBAR. HOLES SHALL BE DRILLED AND CLEANED IN ACCORDANCE WITH THE

MANUFACTURER'S WRITTEN INSTRUCTIONS. DESIGN BASIS ANCHORS ARE SHOWN BELOW. POST-

INSTALLED ANCHORS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO ORDERING. THE

CONTRACTOR SHALL SUBMIT CALCULATIONS THAT ARE PREPARED & SEALED BY A REGISTERED

PROFESSIONAL ENGINEER IN THE STATE OF THE PROJECT AND ALL TECHNICAL DATA ASSOCIATED WITH THE SUBSTITUTE POST-INSTALLED ANCHOR IF THE CONTRACTOR CHOOSES TO DEVIATE FROM

THE DESIGN BASIS POST-INSTALLED ANCHORS SHOWN BELOW. THE CALCULATIONS SHALL

DEMONSTRATE THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE PERTINENT

EQUIVALENT PERFORMANCE VALUES (MINIMUM) OF THE SPECIFIED PRODUCT USING THE

APPROPRIATE DESIGN PROCEDURE AND/OR STANDARD(S) AS REQUIRED BY THE BUILDING CODE.

B. CONCRETE ANCHORS

1. EXPANSION ANCHORS FOR USE IN CRACKED AND UNCRACKED CONCRETE SHALL HAVE BEEN IN

ACCORDANCE WITH ACI 318 APPENDIX D.

2. PRE-APPROVED ANCHOR MANUFACTURERS

A. SIMPSON STRONG-TIE ANCHORING SYSTEMS

B. HILTI

C. POWERS

PART VI - POST INSTALLED ANCHORS

STRUCTURAL ABBREVIATIONS

7' -6

5'

1"

5'

3/

8'

1/

1/

1"

0'

1"

0'

1"

0'

0'

1"

0'

1"

0'

9" 6"

3"

3"

1' -6

1'

6"

1/

2"

2' 1'

6"

1"

3' 2'

1'

3/ 4"

4'

2' 1'

1/

2"

6' 4'

2'

3/ 8"

8'

4'

3/

8' 4'

2'

1/ 4"

8'

4'

1/ 8"

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

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

SEE REVISION

SCHEDULE

R E

V

IS

IO

N

S C

H E

D U

L E

C :\R ev it

\2 1.

S tru c_

R

_m ho ile s6

Q 2Y

B .rv t 2/

/2

3:

:4

P M

S-001

STRUCTURAL NOTES CORRECT RADIOLOGY HVAC

200 VETERANS AVE, BECKLEY WV 25801

517-21-002

SL AGW

100% CONSTRUCTION

DOCUMENTS

VEG 21.13

STRUCTURAL GENERAL NOTES

LF LINEAR FOOT (FEET)

LLBB LONG LEG BACK-TO-BACK

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LWC LIGHTWEIGHT CONCRETE

MAS MASONRY

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MTL METAL

NIC NOT IN CONTRACT

NTS NOT TO SCALE

OC ON CENTER

OPNG OPENING

OPP OPPOSITE

PC PRECAST CONCRETE

PL PLATE

PLYWD PLYWOOD

PREFAB PREFABRICATE (D)

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

QTY QUANTITY

REINF REINFORCE (D), (ING)

REQD REQUIRED

RO ROUGH OPENING

RTU ROOF TOP UNIT

SC SLIP CRITICAL

SCH SCHEDULE

SF SQUARE FOOT (SQFT)

SIM SIMILAR

SLBB SHORT LEG BACK-TO-BACK

SOG SLAB ON GRADE

SPEC SPECIFICATION (S)

STD STANDARD

STL STEEL

STRUCT STRUCTURE / STRUCTURAL

SYM SYMMETRICAL

T&B TOP AND BOTTOM

TF TOP OF FOOTING

TO TOP OF

TOC TOP OF 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

TP TOP OF PLATE

TW TOP OF WALL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VHA VETERANS HEALTH ADMINISTRATION

VIF VERIFY IN FIELD

W WIDTH, WIDE

W/ WITH

W/O WITHOUT

WP WORK POINT

WT WEIGHT

WWR WELDED WIRE REINFORCEMENT

AB ANCHOR BOLT

AFF ABOVE FINISH FLOOR

ALUM ALUMINUM

ARCH ARCHITECT / ARCHITECTURAL

BF BOTTOM OF FOOTING

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BO BOTTOM OF

BOT BOTTOM

BRG BEARING

BW BOTTOM OF WALL

CFMF COLD FORMED METAL FRAMING

CFS COLD FORMED STEEL

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CJP COMPLETE JOINT PENETRATION

CL CENTER LINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONST CONSTRUCT / CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

COR CONTRACTING OFFICER'S

REPRESENTATIVE

DEMO DEMOLISH / DEMOLITION

DIM DIMENSION

DWG DRAWING

EJ EXPANSION JOINT

EL ELEVATION

ELEV ELEVATOR

EQ EQUAL

EW EACH WAY

EXIST EXISTING

EXP EXPANSION / EXPOSED

FDN FOUNDATION

FF FINISH FLOOR

FLR FLOOR

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FOS FACE OF STUDS

FRMG FRAMING

FT FOOT/ FEET

FTG FOOTING

GA GAUGE

GC GENERAL CONTRACTOR

GOVT GOVERNMENT

HAS HEADED ANCHOR STUD

HDR HEADER

HORIZ HORIZONTAL

HS HIGH STRENGTH

HSS HOLLOW STRUCTURAL SECTION

HT HEIGHT

IBC INTERNATIONAL BUILDING CODE

IN INCH

INCL INCLUDE (D), (ING)

JST JOIST

K KIPS

L LONG / LENGTH

LBS/# POUNDS

0 100% CONSTRUCTION DOCUMENTS 02-29-2024

17 18.8 19.5 20 21 22 23.5 23.9 25.5

B.9

B.8

B.7

B.5

B.6

A.5

AA

AA.1

BB

CC

DD

EE

FF

GG

17.1 18.5 19.3 20.117.5

B.95

D

F

H.1

H.2

H.5

H.75

26.5 28.1 28.5

SF411

F7

SF411

C7

LEVEL 2 LEVEL 3

A. UNLESS NOTED OTHERWISE, ALL WORK SHALL CONFORM WITH THE

REQUIREMENTS OF THE PROJECT SPECIFICATIONS. SPECIFICATIONS

SHALLE TAKE PRECEDENCE OVER GENERAL NOTES & TYPICAL DETAILS.

B. PRIOR TO STARTING THE WORK, THE CONTRACTORS SHALL COMPARE THE

INITIAL CONDITIONS SHOWN ON THE DRAWINGS WITH THE EXISTING SITE

CONDITIONS. ANY DISCREPENCIES BETWEEN THE DRAWINGS AND SITE

CONDITIONS SHALL BE REPORTED TO THE VHA COR AND RESOVLED BEFORE

PROCEEDING WITH THE WORK.

7' -6

5'

1"

5'

3/

8'

1/

1/

1"

0'

1"

0'

1"

0'

0'

1"

0'

1"

0'

9" 6"

3"

3"

1' -6

1'

6"

1/

2"

2' 1'

6"

1"

3' 2'

1'

3/ 4"

4'

2' 1'

1/

2"

6' 4'

2'

3/ 8"

8'

4'

3/

8' 4'

2'

1/ 4"

8'

4'

1/ 8"

##KEYNOTES

KEY PLAN

GENERAL NOTES

P la n N or th

True North

P la n N or th

True North

BLDG 1

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

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

SEE REVISION

SCHEDULE

R E

V

IS

IO

N

S C

H E

D U

L E

C :\R ev it

\2 1.

S tru c_

R

_m ho ile s6

Q 2Y

B .rv t 2/

/2

3:

:4

P M

SF112

FRAMING PLAN - LEVEL 2 & LEVEL 3 CORRECT RADIOLOGY HVAC

200 VETERANS AVE, BECKLEY WV 25801

517-21-002

SL AGW

100% CONSTRUCTION

DOCUMENTS

VEG 21.13

32'16'8'4'2'0'

P la n N or th

True North1/8" = 1'-0"

FRAMING PLAN - LEVEL 2 & LEVEL 3

F3

01. AHU - 7, LEVEL 2

02. AHU - 10, LEVEL 3

17 18.8

B.8

B.7

B.5

B.6

A.5

AA

17.1 18.517.5

6' - 5"

E Q

E Q

E Q

E Q

(W 8X

(W 8X

(W 8X

(W 8X

(W8X10)

(W8X10)

(W8X10)

(W8X10)

(W8X10)

HSS3X3X1/4

F4

SF411

(W 8X

(W 8X

(W 8X

(W 8X

TYP

(L3X3X1/4)

(L3X3X1/4)

(L3X3X1/4)

(L 3X

3X 1/4

20 21 22 23.5 23.9

AA

AA.1

BB

CC

20.1

23' - 7"

EQ EQ EQ EQ

(W8X10)(W8X10)(W8X10)(W8X10)

(W8X10) (W8X10) (W8X10) (W8X10)

(L 3X

3X 1/

4)

HSS3X3X1/4

(W 8X

(W 8X

(W 8X

(W 8X

5'

F4

SF411

(W 8X

)(L3X3X1/4)

(L 3X3X1/4)

BEAM, SEE

STEEL COLUMN, SEE

1" NON-SHRINK GROUT

(2) 3/4" Ø BOLTS TYP

3/8"x6"x0-'4" PLATE TYP

(4) 1/2" DIA x 4 1/2" EMBED

EXPANSION ANCHORS

ANGLE BRACE, SEE

BEAM, SEE

EXISTING 7" REINFORCED CONCRETE

SLAB. LOCATE EXISTING REBAR PRIOR

TO FABRICATION BY NON-

DESTRUCTIVE MEANS. DO NOT

DAMAGE OR CUT EXISTING REBAR.

1/2"x9"x0'-9" BASE PLATE TYP SEE

FOR BASE PLATE DETAILS

3/16

TYP

1/4

TYP

T/ STL

SEE

1/

2"

3"

1/

2"

1 1/2" 2 1/2"

CL

/F7 SF411

/F7 SF411

/F7 SF411

/F7 SF411

/F7 SF411

/C4 SF411

1/8

1/4 PLATE TO TOP

OF COL TYP

BEAM, SEE /F7 SF411

ANGLE BRACE, SEE

/F7 SF411

HSS POST SEE

13/16" DIA HOLE

1/2"x9"x0'-9" BASE PLATE 3"

3"

1 1/2"

1/

2"

1/4

CL

CL

/F7 SF411

7' -6

5'

1"

5'

3/

8'

1/

1/

1"

0'

1"

0'

1"

0'

0'

1"

0'

1"

0'

9" 6"

3"

3"

1' -6

1'

6"

1/

2"

2' 1'

6"

1"

3' 2'

1'

3/ 4"

4'

2' 1'

1/

2"

6' 4'

2'

3/ 8"

8'

4'

3/

8' 4'

2'

1/ 4"

8'

4'

1/ 8"

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

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

SEE REVISION

SCHEDULE

R E

V

IS

IO

N

S C

H E

D U

L E

C :\R ev it

\2 1.

S tru c_

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Q 2Y

B .rv t 2/

/2

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:4

P M

SF411

ENLARGED FRAMING PLANS &

DETAILS

CORRECT RADIOLOGY HVAC

200 VETERANS AVE, BECKLEY WV 25801

517-21-002

SL AGW

100% CONSTRUCTION

DOCUMENTS

VEG 21.13

16'8'4'2'1'0'

P la n N or th

True North1/4" = 1'-0"

FRAMING PLAN - LEVEL 2

F7

16'8'4'2'1'0'

P la n N or th

True North1/4" = 1'-0"

FRAMING PLAN - LEVEL 3

C7

3'1'-6"8"4"2"0'

1 1/2" = 1'-0"

TYPICAL SECTION AT EQUIPMENT FRAME

F4

3'1'-6"8"4"2"0'

1 1/2" = 1'-0"

EQUIPMENT FRAME POST BASE PLATE DETAIL

C4

B.8

B.7

B.5

B.6

A.5

AA

AA.1

BB

CC

DD

EE

FF

GG

17.1 18.5 19.3 20.117.5

B.95

D

F

H.1

H.2

H.5

H.75

26.5 28.1 28.5

OPEN TO BELOW

X-RAY

2A-101

CONTROL RM

2A-102

X-RAY

2A-103

OFFICE

2A-144 STORAGE

2A-143

OFFICE

2A-142

EXAM RM

2A-141A

NUCLEAR MED

CAMERA

2A-118

HOT LAB

2A-117

CT SCAN

2A-112

NUCLEAR MEDICINE

2A-127

NUCLEAR STRESS

LAB/ EXAM RM

2A-125

OFFICE

2A-128

BONE DENSITY

2A-111

CONTROL RM

2A-111C

INJECTION

2A-116

EQUIPMENT

2A-113

ELEC

2A-111B

CORRIDOR

2A-C1

ULTRASOUND

2A-108A

ULTRASOUND

2A-108B

ULTRASOUND

2A-108CHANGING ROOM

2A-108E

EXAM RM

2A-106

MRI EXAM

2A-110E

MRI EQUIP

2A-110F

MRI CONTROL

2A-110

EQUIP STOR

2A-110C

HOLDING

2A-110B

MECH

2A-123A

WAITING

2A-107

RECEPTION

2A-109

SUPPLY

2A-140

OFFICE

2A-139

HAC

2A-137

BREAK RM

2A-133

2A-134

RADIOGRAPHY/

FLUOROSCOPY

2A-130A

EXAM

2A-121A

EXAM

2A-121

EXAM

2A-122

ELEC

2A-120

TOILET

2A-115

OFFICE

2A-114

CORRIDOR

HAC

2A-124

RADIOLOGIST OFFICE

2A-130

TOILET

2A-108C

TOILET

2A-100B

SUPPLY

2A-130B

2A-132

TOILET

2A-138A

TOILET

2A-104

TOILET

2A-105

TOILET

2A-103B

CHNG RM

2A-138

HAC

2A-XXX

ELEVATOR

LOBBY

TOILET

2A-141C

OFFICE

2A-141

EXAM

2A-141B

CORRIDOR

A. PROVIDE AN INFECTION CONTROL RISK ASSESSMENT (ICRA) BARRIER

AROUND THE PROJECT AREA CONSISTENT WITH THE CONTRACTOR'S

PHASING PLAN AS APPROVED BY THE VHA COR.

B. NO EXISTING LEAD PAINT IS ANTICIPATED TO BE FOUND IN THE PROJECT

AREA. HOWEVER, IF THE CONTRACTOR DISCOVERS OR UNCOVERS

SUSPECTED LEAD PAINT OR OTHER HAZARDOUS SUBSTANCE, THE VHA COR

SHALL BE NOTIFIED. WORK WITH SUCH SUSPECTED HAZARDOUS MATERIALS

SHALL CEASE UNTIL THE SUSPECTED HAZARDOUS MATERIAL IS TESTED,

ABATED IF NECESSARY, AND WORK AUTHORIZED TO PROCEED BY THE VHA

COR.

C. MECHANICAL & ELECTRICAL & PLUMBING DRAWINGS FOR OTHER

DEMOLITION INFORMATION & REQUIREMENTS.

D. REMOVE, REFURBISH/ CLEAN, PROTECT AND STORE FIXTURES TO BE

REINSTALLED.

E. VERIFY AND COORDINATE ACCESS TO AND SCHEDULE OF REQUIRED

UTILITY SHUT-OFFS TO ACCOMPLISH SCOPE OF WORK WITH VHA COR A

MINIMUM OF 7 WORKING DAYS PRIOR TO START OF WORK.

NOT IN SCOPE

EXISTING WALL - TO REMAIN

EXISTING WALL - DEMO

EXTENTS OF DEMOLITION

EXISTING DOOR - TO REMAIN

EXISTING DOOR - DEMO

LEGEND - DEMOLITION

7' -6

5'

1"

5'

3/

8'

1/

1/

1"

0'

1"

0'

1"

0'

0'

1"

0'

1"

0'

9" 6"

3"

3"

1' -6

1'

6"

1/

2"

2' 1'

6"

1"

3' 2'

1'

3/ 4"

4'

2' 1'

1/

2"

6' 4'

2'

3/ 8"

8'

4'

3/

8' 4'

2'

1/ 4"

8'

4'

1/ 8"

##KEYNOTES

KEY PLAN

GENERAL NOTES

P la n N or th

True North

P la n N or th

True North

BLDG 1

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

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

SEE REVISION

SCHEDULE

R E

V

IS

IO

N

S C

H E

D U

L E

C :\R ev it

\2 1.

A rc h_

R

_k m ar on ey D

A N

B U

.r vt

2/

/2

:1 6:

A

M

AD112

SECOND FLOOR DEMOLITION PLAN CORRECT RADIOLOGY HVAC

200 VETERANS AVE, BECKLEY WV 25801

517-21-002

DE TK

100% CONSTRUCTION

DOCUMENTS

VEG 21.13

1/8" = 1'-0"

SECOND FLOOR DEMOLITION PLAN

F3

1. DEMO WALL TO EXTENT SHOWN

2. DEMO MECHANICAL EQUIPMENT RE: MECHANICAL PLANS

3. DEMO FUME HOOD RE: MECH, ELEC

4. DEMO SOFFIT ENCLOSING MED GAS. PATCH AND REPAIR AREA IN NEW

WORK PHASE.

T

B.9

B.8

B.7

B.5

B.6

A.5

AA

AA.1

BB

CC

DD

EE

FF

GG

17.1 18.5 19.3 20.117.5

B.95

D

F

H.1

H.2

H.5

H.75

26.5 28.1 28.5

OPEN TO BELOW

CORRIDOR

2A-C1

RECEPTION

2A-134

C O

R R

ID

O

R

AE220F8

X-RAY

2A-101

CONTROL RM

2A-102

X-RAY

2A-103

OFFICE

2A-144

STORAGE

2A-143

OFFICE

2A-142

EXAM RM

2A-141A

NUCLEAR MED

CAMERA

2A-118

HOT LAB

2A-117

CT SCAN

2A-112

NUCLEAR MEDICINE

2A-127

NUCLEAR STRESS

LAB/ EXAM RM

2A-125 OFFICE

2A-128

BONE DENSITY

2A-111

CONTROL RM

2A-111C

INJECTION

2A-116

EQUIPMENT

2A-113

ELEC

2A-111B

ULTRASOUND

2A-108A

ULTRASOUND

2A-108B

ULTRASOUND

2A-108CHANGING ROOM

2A-108E

EXAM RM

2A-106

MRI EXAM

2A-110E

MRI EQUIP

2A-110F

MRI CONTROL

2A-110

EQUIP STOR

2A-110C

HOLDING

2A-110B

MECH

2A-123A

WAITING

2A-107

RECEPTION

2A-132

SUPPLY

2A-140

OFFICE

2A-139

HAC

2A-137

BREAK RM

2A-133

RADIOGRAPHY/

FLUOROSCOPY

2A-130A

EXAM

2A-121A

EXAM

2A-121

EXAM

2A-122

ELEC

2A-120

TOILET

2A-115

OFFICE

2A-114

HAC

2A-124

RADIOLOGIST OFFICE

2A-130

TOILET

2A-108C

TOILET

2A-100B

SUPPLY

2A-130B

RECEPTION

2A-109

TOILET

2A-104

TOILET

2A-105

TOILET

2A-103B

CHANGING ROOM

2A-103A

TOILET

2A-138A

CHNG RM

2A-138

ELEVATOR

LOBBY

TOILET

2A-141C

OFFICE

2A-141

EXAM

2A-141B

CORRIDOR

FIRE

HOSE

CLOSET

MECH

2A-123

FIRST FLOOR ROOF

CORRIDOR

1'

0"

4'

4 1/2"

A. RE: MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR MORE

INFORMATION.

B. RE: SHEET GI002 FOR ADDITIONAL INFORMATION.

C. SCOPE AREA AS INDICATED IN KEYPLAN(S) SHALL REFER TO AREA IN WHICH

WORK IS TO BE PERFORMED.

1-HR FIRE

2-HR FIRE

FIRE RESISTIVE WALLS:

NOT IN SCOPE

EXISTING DOOR

EXISTING WALL

NEW WALL

LEGEND

7' -6

5'

1"

5'

3/

8'

1/

1/

1"

0'

1"

0'

1"

0'

0'

1"

0'

1"

0'

9" 6"

3"

3"

1' -6

1'

6"

1/

2"

2' 1'

6"

1"

3' 2'

1'

3/ 4"

4'

2' 1'

1/

2"

6' 4'

2'

3/ 8"

8'

4'

3/

8' 4'

2'

1/ 4"

8'

4'

1/ 8"

##KEYNOTES

KEY PLAN

GENERAL NOTES

P la n N or th

True North

P la n N or th

True North

BLDG 1

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

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

SEE REVISION

SCHEDULE

R E

V

IS

IO

N

S C

H E

D U

L E

C :\R ev it

\2 1.

A rc h_

R

_k m ar on ey D

A N

B U

.r vt

2/

/2

:1 6:

A

M

AE121

SECOND FLOOR PLAN (SCOPE

AREA 2)

CORRECT RADIOLOGY HVAC

200 VETERANS AVE, BECKLEY WV 25801

517-21-002

DE TK

100% CONSTRUCTION

DOCUMENTS

VEG 21.13

1/8" = 1'-0"

SECOND FLOOR PLAN (SCOPE AREA 2)

F3

1. EXISTING VALVE CABINET RELOCATED FROM CORRIDOR 2A-C: RE

PLUMBING

2. PATCH WALL OPENING OF RELOCATED VALVE CABINET. MATCH EXISTING

GYP WALLBOARD, TEXTURE & PAINT

3. PATCH WALL, CEILING AND FLOOR WHERE WALL DEMOLISHED. FLOORING &

PAINT TO MATCH EXISTING

4. PATCH & PAINT WALL TO MATCH EXISTING

5.…