36C25918R0278-010.pdf

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PROJECT SITE

PROJECT SITE

Drawing Title

Approved for Design Concept:

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER/ARCHITECT:

GRAND JUNCTION VAMC

Bldg 1 o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

B

A

C

D

E

F

1 2 3 4 5 6 7 9

F

E

D

C

B

A

97 8654321

2453 N. DELAWARE ST. INDIANAPOLIS, IN. 46205

317.800.6388 WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

575-13-101

MEP Engineer

APOGEE CONSULTING GROUP

7330 Chappel Hill Road, Suite 202 Raleigh, NC 27607

Tele: 919-858-7420

Interior Design

COOVERCLARK ASSOCIATES

1936 Market Street Denver, CO 80202

Tele: 303-783-0040

JOHN BARTMAN

john.bartman@va.gov 970-263-5016

C U s e rs

\a o g rz e w a lla

\D o c u m e n ts

\1 .1

C e n tr a l F ile v G u id o n S u b s ta n d a rd

B e d s A ro g rz e w a lla

.r v t

100% CONSTRUCTION DOCUMENTS

G-001

AROUJ

TITLE SHEET

09/26/2014

13.1064ELIMINATION OF SUBSTANDARD

BEDS 3RD FLOORGrand Junction VAMC

Dept. of Veterans Affairs 2121 North Avenue Grand Junction, CO 81501

Sheet List Sheet Number Sheet Name

G-002 ABBREVIATIONS AND SYMBOLS

G-101 LIFE SAFETY PLAN

G-102 PHASING PLAN

G-200 PARTITION TYPES

A-001 OVERALL DEMO PLAN

A-002 OVERALL DEMO RCP

A-101 OVERALL PLAN

A-102 ENLARGED PLANS

A-103 ENLARGED PLANS

A-201 OVERALL REFLECTED CEILING PLAN

A-202 ENLARGED REFLECTED CEILING PLAN

A-203 ENLARGED REFLECTED CEILING PLAN

A-502 ENLARGED ROOM PLANS

A-801 SCHEDULES

A-901 RIVER WING FINISH PLAN

A-902 MESA WING FINISH PLAN

A-903 CORRIDOR INTERIOR ELEVATIONS

A-904 TYPICAL ROOM INTERIOR ELEVATIONS

A-905 CASEWORK DETAILS

A-906 CASEWORK DETAILS

A-907 CASEWORK DETAILS

A-908 WAYFINDING

P-001 PLUMBING GENERAL NOTES

PD101 SECOND FLOOR PLUMBING DEMOLITION PLANS

PD102 THIRD FLOOR PLUMBING DEMOLITION PLANS

PD103 THIRD FLOOR FIRE PROTECTION DEMOLITION

PLAN

PF101 THIRD FLOOR FIRE PROTECTION PLAN

PP101 SECOND FLOOR PLUMBING PLAN

PP102 THIRD FLOOR PLUMBING PLAN

PP103 THIRD FLOOR MEDICAL GAS PLAN

P-501 PLUMBING DETAILS

M-001 MECHANICAL GENERAL NOTES

MD101 SECOND FLOOR MECHANICAL PIPING

DEMOLITION PLAN

MD102 THIRD FLOOR MECHANICAL DUCTWORK

DEMOLITION PLAN

MD103 THIRD FLOOR MECHANICAL PIPING DEMOLITION

PLAN

MH101 THIRD FLOOR MECHANICAL DUCTWORK PLAN

MP101 THIRD FLOOR MECHANICAL PIPING PLAN

M-601 MECHANICAL SCHEDULES

E-001 ELECTRICAL NOTES, ABBREVIATIONS, AND

LEGENDS

ED101 THIRD FLOOR POWER DEMOLITION PLAN

ED102 THIRD FLOOR LIGHTING DEMOLITION PLAN

ED103 THIRD FLOOR TECHNOLOGY DEMOLITION PLAN

E-101 THIRD FLOOR ELECTRICAL POWER PLAN

E-102 THIRD FLOOR ELECTRICAL LIGHTING PLAN

E-103 THIRD FLOOR TECHNOLOGY PLAN

E-401 ELECTRICAL PLAN ENLARGEMENTS

E-501 ELECTRICAL DETAILS

E-502 ELECTRICAL DETAILS

E-601 ELECTRICAL PANEL SCHEDULES

GRAND JUNCTION VA MEDICAL CENTER

ELIMINATION OF SUBSTANDARD BEDS

100% CONSTRUCTION DOCUMENTS

INFORMATION SECURITY OFFICER

CHIEF, FACILITIES MANAGEMENT

NAGE

CHIEF OF POLICE SERVICE

SAFETY OFFICERASSOCIATE DIRECTOR

PATIENT CARE SERVICES

DIRECTOR, MEDICAL CENTER ASSOCIATE DIRECTOR

INFECTION PREVENTION

OFFICER

CHIEF, OIT

CHIEF OF STAFF

IPT CHAIRMAN

ARCHITECTURAL ABBREVIATIONS

A/C AIR CONDITIONING

ACOUS ACOUSTICAL

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADA AMERICANS WITH

DISABILITIES ACT

A&E ARCHITECT AND ENGINEERS

AFF ABOVE FINISH FLOOR

AFG ABOVE FINISHED GRADE

AHJ AUTHORITIES HAVING

JURISDICTION

AHU AIR HANDLING UNIT

ALT ALTERNATIVE

ALT TRANS ALTERNATIVE TRANSPORTATION

ALUM ALUMINUM

ANOD ANODIZED

APPROX APPROXIMATE

ARCH ARCHITECTURAL

AVG AVERAGE

BB BULLETIN BOARD

BD BOARD

BG BUMPER GUARD

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BO BOTTOM OF

BRG BEARING

CB CATCH BASIN

CBB CEMENTITIOUS BACKER

BOARD

CER CERAMIC

CF CUBIC FEET

CFCI CONTRACTOR FURNISH

CONTRACTOR INSTALL

CFM CUBIC FEET PER MINUTE

CG CORNER GUARD, CEILING

GRILLE

C & G CURB & GUTTER

CI CAST IRON

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNITS

CO CLEANOUT(S)

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

COORD COORDINATE

CP CONCRETE PIPE

CPT CARPET

CRS COLD ROLLED STEEL

CS CAST STONE

CSB CONCRETE SPLASH BLOCK

CSI CONSTRUCTION

SPECIFICATIONS INSTITUTE

CT CERAMIC TILE

CTR CENTER

CU FT CUBIC FEET

CUH CABINET UNIT HEATER

CY CUBIC YARD

D DRYER

DEG DEGREE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DISP DISPENSER

DIV DIVISION

DN DOWN

DR DOOR

DS DOWNSPOUT

DW DISHWASHER

DWG DRAWING

E EAST

(E) EXISTING

EA EACH

EF EXHAUST FAN

EIFS EXTERIOR INSULATION

AND FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EQ EQUAL

EQUIP EQUIPMENT

EST ESTIMATED

ETS EXPOSED TO STRUCTURE

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FACP FIRE ALARM CONTROL PANEL

FCU FAN COIL UNIT

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FF & E FURNITURE FIXTURES & EQUIPMENT

FIN FINISH

FIXT FIXTURE

FL FLOW LINE

FLR FLOOR

FLUOR FLUORESCENT

FO FINISH OPENING

FOS FACE OF STUD

FR FIRE RATED

FSP FIRE STANDPIPE

FT FOOT / FEET

FTG FOOTING

FURR FURRING

FV FIELD VERIFY

FVC FIRE VALVE CABINET

FWC FABRIC WALLCOVERING

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GD GARBAGE DISPOSAL

GF CMU GROUND FACE CMU

GFCI GROUND FAULT CIRCUIT

INTERRUPTER

GI GALVANIZED IRON

GL GLASS

GL BLK GLASS BLACK

GLU LAM GLUE LAMINATED WOOD

GND GROUND

GT GROUT

GWB GYPSUM WALL BOARD

HAZ MAT HAZARDOUS MATERIALS

HB HOSE BIB

HC HOLLOW CORE

HCP HANDICAPPED

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HGT HEIGHT

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HOUR, HANDRAIL

HT HEIGHT

HVAC HEATING, VENTILATING & AIR

CONDITIONING

IBC INTERNATIONAL BUILDING CODE

ID INSIDE DIAMETER

IG INSULATING GLASS

IN INCH

INCAN INCANDESCENT

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

INV INVERT

ITG INSULATED TEMPERED GLASS

JAN JANITOR

J-BOX JUNCTION BOX

JT JOINT

L LONG

LAV LAVATORY

LB(S) # POUND(S)

LF LINEAL FEET

LLV LONG LEG VERTICAL

LT LIGHT

LVR LOUVER

M & BH MOP AND BROOM HOLDER

MAINT MAINTENANCE

MATL MATERIAL

MAX MAXIMUM

MB MARKER BOARD

MECH MECHANICAL

MEP MECHANICAL, ELECTRICAL, PLUMBING

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

MO MASONRY OPENING

MSB MOP SERVICE BASIN

MTD MOUNTED

MTL METAL

N NORTH

NA NOT APPLICABLE

NECY NECESSARY

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER,

OVERFLOW DRAIN

OFCI OWNER FURNISHED

CONTRACTOR INSTALLED

OFOI OWNER FURNISHED

OWNER INSTALLED

OH OPPOSITE HAND

OPN OPENING

OPP OPPOSITE

ORD OVERFLOW ROOF DRAIN

P PLASTIC

PARTN PARTITION

PBD PARTICLE BOARD

PCC PRECAST CONCRETE

PL PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLYWD PLYWOOD

PR PAIR

PRCST PRECAST

PREFAB PREFABRICATED

PROP PROPERTY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT

PT CONC POST-TENSIONED CONCRETE

PTD PAPER TOWEL DISPENSER

PTL PORCELAIN TILE

PVC POLYVINYL CHLORIDE

QA QUALITY ASSURANCE

QT QUARRY TILE

R R-VALUE (INSULATION),

RADIUS, RISER

RB RESILIENT BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RE: REFERENCE

REBAR REINFORCING BAR

REC RECESSED

RECPT RECEPTACLE

REF REFRIGERATOR

REG REGISTER

REINF REINFORCE

REQD REQUIRED

RESIL RESILIENT

REV REVISION

RH ROOF HATCH

RM ROOM

RO ROUGH OPENING

RT RUBBER STAIR TREAD

S SOUTH

SAF SEAMLESS ACRYLIC FLOORING

SAP SUSPENDED ACOUSTICAL PANELS

SAT SUSPENDED ACOUSTICAL TILE

SB SPLASHBLOCK

SC SEALED CONCRETE, SOLID CORE

SCHED SCHEDULE

SCP SCUPPER

SD SOAP DISPENSER

SEAL SEALER

SECT SECTION

SF SQUARE FOOT

SF CMU SPLIT-FACE CMU

SHR SHOWER

SHT SHEET

SHTG SHEATHING

SIM SIMILAR

SL SLOPE

SLD SOLID SURFACE

SLV SHORT LEG VERTICAL

SND SANITARY NAPKIN DISPOSER

SNV SANITARY NAPKIN VENDOR

SPECS SPECIFICATIONS

SQ SQUARE

SS STAINLESS STEEL

STC SOUND TRANSMISSION CLASS

STD STANDARD

STL STEEL

STOR STORAGE

STRUC STRUCTURAL

SUSP SUSPENDED

SV SHEET VINYL

SYM SYMMETRICAL

SYS SYSTEM

T TREAD

TB TACKBOARD

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TBD TO BE DETERMINED

TD TUBULAR DAYLIGHTING DEVICE

TEL TELEPHONE

TEMP TEMPERATURE

TG TEMPERED GLASS,

TONGUE & GROOVE,

TRANSFER GRILLE

THRU THROUGH

TO TOP OF

TOC TOP OF CONCRETE

TOM TOP OF MASONRY

TOS TOP OF STEEL

TOW TOP OF WALL

TTD TOILET TISSUE DISPENSER

TV TELEVISION

TYP TYPICAL

UGND UNDERGROUND

UL UNDERWRITERS LABORATORY

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

URN URINAL

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VIF VERIFY IN FIELD

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WDP WOOD PANELING

WDW WINDOW

WF WIDE FLANGE

WGL WIRED GLASS

WH WATER HEATER

WR WASTE RECEPTACLE,

WATER RESISTANT

WS WATER STOP

WSCT WAINSCOTT

WT WEIGHT

WWF WELDED WIRE FABRIC

XX-XX

XX

X

X XXXX

X

X

X XXXXX

PARTITION TYPE

IDENTIFIER

FRAME IDENTIFIER

EQUIPMENT IDENTIFIER

REVISION INDICATOR

ROOM NAME

BUILDING SECTION

REFERENCE

SECTION REFERENCE

EXTERIOR ELEVATION

REFERENCE

INTERIOR ELEVATION

REFERENCE

ELEVATION INDICATION

ARCHITECTURAL DRAWING SYMBOLS

DRAWING NUMBER

SHEET WHERE DETAIL

IS LOCATED

DRAWING NUMBER

SHEET WHERE DETAIL

IS LOCATED

DRAWING NUMBER DETAIL

SHEET WHERE DETAIL

IS LOCATED

A101

A101

.1 A101

N

NORTH ARROW

HANDICAP

SYMBOL

PROPOSED DOOR

AND DOOR NUMBER

EXISTING DOOR TO BE

REMOVED

EXISTING DOOR TO REMAIN

COLUMN GRID

IDENTIFIER

MATCH LINE

FIRE EXTINGUISHER

CABINET

AUTOMATED EXTERNAL

DEFIBRILLATOR

FEC

AED

ROOM IDENTIFIER

SHEET LOCATION

ROOM NUMBER

VIEW NUMBER

XX KEYNOTE

DETAIL REFERENCE

EXISTING COLUMN GRID

IDENTIFIER

1 View Name A101 1/8" = 1'-0"

Room name

S1

BUILDING

OBJECT

REFERENCED

FINISH FLOOR

EL. = 100'-0"

FINISH FLOOR

EL. = 100'-0"

EXISTING ELEVATION

INDICATION

8'-0" AFF SPOT ELEVATION

INDICATION

SPECIALTIES AND

EQUIPMENT IDENTIFIER

XX

OBJECT

REFERENCED

/SEE DRAWING

MATCHLINE

## X###

A101

SIM

XXXX

1. ATTENTION ALL USERS OF THESE DRAWINGS, GENERAL

CONTRACTORS, SUB CONTRACTORS, MANUFACTURERS,

SUPPLIERS: CAREFULLY AND THOROUGHLY REVIEW THESE

GENERAL NOTES. IT IS YOUR RESPONSIBILITY TO KNOW AND

ADHERE TO THESE REQUIREMENTS.

2. DO NOT PRESUME THAT YOUR SCOPE OF WORK IS SINGULARLY

DEFINED. YOUR SCOPE OF WORK IS DEFINED THROUGHOUT THE

ENTIRE SET OF DRAWINGS AND SPECIFICATIONS AND IS NOT

CONTAINED IN JUST ONE SERIES OF DRAWINGS OR DIVISION OF

SPECIFICATIONS. YOU MUST REVIEW THE ENTIRE SET OF

CONTRACT DOCUMENTS TO DETERMINE YOUR SCOPE OF WORK.

3. MECHANICAL AND ELECTRICAL DRAWINGS SHOW INFORMATION IN

A DIAGRAMMATIC FASHION WITHOUT DIMENSIONING. THE

GENERAL CONTRACTOR IS TO COORDINATE THE LOCATIONS OF

ALL MECHANICAL AND ELECTRICAL EQUIPMENT WITH RESPECT TO

THE ARCHITECTURAL AND STRUCTURAL DETAILING OF SHAFTS,

CHASES, AND SUCH.

4. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR

WITH SITE CONDITIONS AS THEY MAY AFFECT CARRYING OUT THE

WORK AS DESCRIBED IN THESE CONTRACT DOCUMENTS. THE

CONTRACTOR SHALL INVESTIGATE, VERIFY, AND BE RESPONSIBLE

FOR ALL CONDITIONS OF THE PROJECT, AND NOTIFY THE

ARCHITECT OF ANY CONDITIONS THAT REQUIRE MODIFICATION

BEFORE PROCEEDING WITH THE WORK.

5. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT,

LABOR, AND SERVICES NECESSARY TO PROVIDE FULLY

OPERATIONAL ASSEMBLIES AND COMPLETE THE WORK.

6. ALL PERSONS DIRECTLY OR INDIRECTLY ASSOCIATED WITH THE

PROJECT SHALL BE FAMILIAR WITH THE RULES AND REGULATIONS

OF THE OCCUPATIONAL SAFETY AND HEALTH ACT, AND

IMPLEMENT THOSE RULES AS THEY APPLY TO THIS PROJECT.

7. THE GENERAL CONTRACTOR SHALL FOLLOW AND OBEY ALL

FEDERAL, STATE AND LOCAL CODES, LAWS, SAFETY REGULATIONS

AND HAZARDOUS WASTE LAWS, ETC.

8. CONTRACTOR SHALL SUBMIT CONFORMATION OF ORDERED

MATERIALS OR ITEMS NECESSARY TO COMPLETE THE PROJECT

WITH PROJECTED DELIVERY DATE GREATER THAN FOUR WEEKS.

9. ALL SUBCONTRACTORS SHALL SUBMIT SHOP DRAWINGS AS

REQUIRED FOR APPROVAL PRIOR TO COMMENCING ANY WORK.

10. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE

COORDINATION OF ALL TRADES AND THE PREVENTION OF

CONFLICTS BETWEEN ALL TRADES.

GENERAL REQUIREMENTS

1. EXISTING CONDITIONS ARE DETAILED FOR EASE OF CONSTRUCTION

AND BASED OFF EXISTING DRAWINGS. CONTRACTOR TO FULLY

INVESTIGATE EXISTING CONDITIONS PRIOR TO ANY WORK.

2. THESE DRAWINGS WERE PRODUCED USING THE CONSTRUCTION

SPECIFICATIONS INSTITUTE’S UNIFORM DRAWING SYSTEM AND THE

NATIONAL CAD STANDARD AS GUIDES.

3. ANY INDICATION OF PROJECT LIMITS OR LINES OF DEMARCATION ARE

SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR, AND ARE NOT

TO BE TAKEN LITERALLY. ACTUAL CONTRACT LIMITS ARE TO BE

DETERMINED BY THE CONTRACTOR AND APPROVED BY THE OWNER

BEFORE ACTUAL CONSTRUCTION WORK BEGINS.

4. DRAWINGS ARE PREPARED USING DIMENSIONS AND PRODUCT

CONFIGURATIONS OR DETAILS OF SPECIFIC MANUFACTURES.

DIMENSIONS AND DETAILS FOR SPECIFIC PRODUCTS MAY CHANGE

BEFORE THEY ARE ACTUALLY INCORPORATED INTO THE WORK, AND

PRODUCTS BY OTHER MANUFACTURERS MAY ALSO BE ACCEPTABLE.

THEREFORE, ACTUAL INSTALLATION DETAILS AND DIMENSIONS MAY

DIFFER FROM THOSE SHOWN. CONTRACTOR SHALL VERIFY

INSTALLATION REQUIREMENTS FOR ALL PRODUCTS TO BE

INCORPORATED IN THE WORK (INCLUDING PARTITION THICKNESSES FOR

RECESSED OR SEMI-RECESSED PRODUCTS), AND IS RESPONSIBLE

FOR ACCOMMODATING AND COORDINATING CHANGES TO OTHER

MATERIALS OR PRODUCTS THAT ARE NECESSARY BECAUSE OF THESE

DIFFERENCES.

5. THE DRAWINGS AND SPECIFICATIONS ARE SEPARATED INTO

DISCIPLINES FOR CONVENIENCE. THE SEPARATIONS USED HEREIN ARE

USED ONLY FOR THE PURPOSES OF CONVENIENCE AND REFERENCE

AND IN NO WAY DO THEY DEFINE OR LIMIT THE SCOPE OR INTENT OF ANY

PART OF THE DRAWINGS, OR THE DRAWINGS AND SPECIFICATIONS AS A

WHOLE. THE FACT THAT THE DRAWINGS ARE SEPARATED IN NO WAY

SUGGESTS THAT THE WORK IS NOT TO BE CONSTRUCTED AS A

COMPLETE, INTEGRATED AND UNIFIED WHOLE.

6. THE DRAWINGS AND SPECIFICATIONS, INCLUDING DRAWINGS

PREPARED BY SPECIFIC ENGINEERING DISCIPLINES (SUCH AS CIVIL,

STRUCTURAL, MECHANICAL, ELECTRICAL, ETC.) ARE COMPLEMENTARY;

ITEMS SHOWN IN ANY ONE LOCATION IN THE DRAWINGS SHALL BE

CONSIDERED TO BE REQUIREMENTS OF THE CONTRACTOR FOR

CONSTRUCTION. IN THE EVENT OF AN INCONSISTENCY BETWEEN THE

DRAWINGS AND SPECIFICATIONS, OR WITHIN EITHER DOCUMENTS, THE

CONTRACTOR SHALL SEEK CLARIFICATION OR INTERPRETATION FROM

THE ARCHITECT PRIOR TO BIDDING. WHERE INCONSISTENCIES ARE NOT

CLARIFIED PRIOR TO BIDDING, AND WHERE THE ACTUAL SOLUTION OR

INTENT CANNOT BE REASONABLY INFERRED, THE CONTRACTOR SHALL

PROVIDE THE BETTER QUALITY OR GREATER QUANTITY OF WORK.

7. USE OF THE WORD “VERIFY” POINTS OUT A SITUATION WHICH MUST BE

CONFIRMED PRIOR TO PROCEEDING WITH THE WORK, FABRICATION OF

EQUIPMENT, OR ORDERING MATERIAL. NOTIFY THE ARCHITECT OF ANY

DISCREPANCY.

8. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING

THE ARCHITECT IMMEDIATELY SHOULD ANY DISCREPANCIES BE FOUND

IN THE DRAWINGS AND SPECIFICATIONS.

9. DO NOT SCALE THE DRAWINGS. DRAWINGS SCALES AS INDICATED ARE

FOR REFERENCE ONLY AND ARE NOT INTENDED TO ACCURATELY

DEPICT ACTUAL OR DESIGNATE CONDITIONS. WRITTEN DIMENSIONS

SHALL GOVERN.

10. ALL DIMENSIONS INDICATED ARE TO FACES OF CMU/STUD/STRUCTURAL

MATERIALS OR COLUMN GRID LINES UNLESS NOTED OTHERWISE.

MASONRY DIMENSIONS ARE MODULAR IN THAT THEY INCLUDE THE

GROUT JOINT. ROUGH OPENINGS ALLOW FOR SHIM SPACE.

11. THE TERM “ALIGN” REFERS TO LOCATING DIFFERENT COMPONENTS OF

CONSTRUCTION TO PROVIDE A FLUSH FINISH SURFACE.

GENERAL DRAWING AND DIMENTION NOTES

1. PROVIDE SEALANT AT ALL JOINTS OR CRACKS WHICH OCCUR WHERE

DISSIMILAR MATERIALS INTERSECT PERPENDICULAR TO EACH OTHER,

AND THE INTERSECTION IS EXPOSED TO VIEW, UNLESS INDICATED

OTHERWISE ON THE DRAWINGS.

2. WHERE DOORS IN PARTITIONS ARE NOT DIMENSIONALLY LOCATED ON

THE PLANS, PROVIDE A MINIMUM HINGE SIDE JAMB DIMENSION OF 6”

FROM DOOR OPENING TO ADJACENT PERPENDICULAR WALL.

3. PROVIDE CONTROL JOINT IN ALL GYPSUM BOARD WALLS GREATER

THAN 30’ LONG. PLACE CONTROL JOINTS AT CORNERS OF DOORS OR

WINDOWS.

4. ALL SURFACES AND SUBSTRATES SHALL BE PREPARED FOR

INSTALLATION PER MANUFACTURES RECOMMENDED INSTRUCTIONS,

UNO.

5. PROVIDE ALL BLOCKING (WOOD OR 16 G.A. GALVANIZED SHEET METAL)

AS REQUIRED FOR THE ATTACHMENT OF MISCELLANEOUS EQUIPMENT

INCLUDING BUT NOT LIMITED TO: TOILET ACCESSORIES, DOOR

HARDWARE, ELECTRICAL DEVICES, KITCHEN EQUIPMENT, GRAB BARS,

HAND RAILS, AND CASEWORK.

6. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL CLEAN

UP FOLLOWING EACH PHASE AND UPON COMPLETION.

7. NO UTILITY SERVICE INTERRUPTION SHALL OCCUR WITHOUT THE PRIOR

WRITTEN APPROVAL OF THE OWNER. ALL REQUEST FOR UTILITY

SERVICE INTERRUPTION SHALL INCLUDE A COMPLETED “UTILITY

SYSTEMS SERVICE/OUTAGE NOTIFICATION” FORM. ALL UTILITY SERVICE

INTERRUPTIONS SHALL OCCUR AFTER NORMAL HOURS OF MEDICAL

CENTER OPERATION. ALL UTILITY SERVICES INTERRUPTION

PROCEDURES SHALL COMPLY WITH THE GENERAL REQUIREMENTS

SPECIFICATIONS.

8. CONTRACTOR TO PATCH AND REPAIR AREAS AFFECTED BY

DEMOLITION AND CONSTRUCTION ACTIVITIES. MATCH EXISTING

ADJACENT CONSTRUCTION AND FINISH. CONTRACTOR TO FIELD

VERIFY SCOPE OF WORK.

GENERAL CONSTRUCTION NOTES

MANUFACTURER'S TRADE NAMES AND NUMBERS USED HEREIN

ARE ONLY TO IDENTIFY CHARACTER, COLORS, FINISHES,

TEXTURES AND PATTERNS AS THE BASIS OF DESIGN.

PRODUCTS OF AUTHORIZED EQUAL MANUFACTURER'S

EQUIVALENT TO QUALITY, COLORS, FINISHES, TEXTURES AND

PATTERNS OF MANUFACTURERS LISTED THAT MEET THE

REQUIREMENTS OF TECHNICAL SPECIFICATIONS IN EVERY

RESPECT MAY BE ACCEPTABLE WITH SUBMITTAL OF A

COMPLETED SUBSTITUTION REQUEST CONTAINING ALL

PRODUCT DATA, TESTING AND ACTUAL SAMPLES AND UPON

APPROVAL IN WRITING BY CONTRACTING OFFICER.

RIGID INSULATION

BLOCKING OR SHIMMING

FINISH WOOD

ROUGH WOOD FRAMING CERAMIC TILE

PLYWOOD

PARTICLE BOARD

ACOUSTIC TILE

EARTH

CONCRETE

GRAVEL STEEL

CONCRETE

MASONRY UNIT

ALUMINUM

BRASS / BRONZE

BATT INSULATION

MATERIALS LEGEND

GYPSUM BOARD

SAND / MORTAR / PLASTER /

CEMENT

GYP. BD. CLG.

OPEN GRID CLG.

PRECAST CONCRETE

BRICK ACOUSTIC TILE SECTION

REFLECTED CEILING PLAN LEGEND

INCANDESCENT WALL MOUNTED LIGHTING

INCANDESCENT SURFACE MOUNT LIGHTING

SURFACE MOUNTED

FLUORESCENT

TRACK LIGHTING

RECESSED FLUORESCENT

HVAC RETURN AIR GRILLE

HVAC SUPPLY DIFFUSER

PENDANT LIGHT

ACCESS PANEL

EXIT LIGHTING

PARKING LOT LIGHTING

HYDRANT

UTILITY POLE

S

D

SPEAKER

SMOKE DETECTOR

DEMOLITION LEGEND

REMOVE EXISTING

DOOR & HM FRAME.

SALVAGE DOOR &

HARDWARE FOR

REUSE AS INDICATED

REMOVE EXISTING

WALL IN ITS ENTIRETY

REMOVE EXISTING

WALL AS REQUIRED

FOR OPENING

REMOVE EXISTING

METAL STUD PARTITION

IN ITS ENTIRETY

REMOVE EXISTING

WINDOW IN ITS

ENTIRETY

REMOVE EXISTING

SLAB AS INDICATED

FOR PROPOSED WORK

RE: STRUCTURAL

Drawing Title

Approved for Design Concept:

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER/ARCHITECT:

GRAND JUNCTION VAMC

Bldg 1 o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

B

A

C

D

E

F

1 2 3 4 5 6 7 9

F

E

D

C

B

A

97 8654321

2453 N. DELAWARE ST. INDIANAPOLIS, IN. 46205

317.800.6388 WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

575-13-101

MEP Engineer

APOGEE CONSULTING GROUP

7330 Chappel Hill Road, Suite 202 Raleigh, NC 27607

Tele: 919-858-7420

Interior Design

COOVERCLARK ASSOCIATES

1936 Market Street Denver, CO 80202

Tele: 303-783-0040

JOHN BARTMAN

john.bartman@va.gov 970-263-5016C

:\U se rs \e de ci na \D oc um en ts

\1 3.

C en tra l F ile _v

_G ui do n_

Su bs ta nd ar d

Be ds

_e de ci na gu id on de si gn .c om .rv t

100% CONSTRUCTION DOCUMENTS

G-002AROUJ

ABBREVIATIONS

AND SYMBOLS

09/26/2014

13.1064ELIMINATION OF SUBSTANDARD

BEDS 3RD FLOORGrand Junction VAMC

Dept. of Veterans Affairs 2121 North Avenue Grand Junction, CO 81501

E

H R

F B

E

E 2 HR FB E 2 HR FB

E 2 HR FB E 2 HR FB

E

H R

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E

H R

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E

H R

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E

H R

F B

E 2 HR FB E 2 HR FB

E 2 HR FB

E 2 HR FB

E 2 HR FB E 2 HR FB

E

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E 2 HR FB E 2 HR FB

E

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E S

P E

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E 2 HR FB

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1 HR FB 1 HR FB1 H

R

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1 H R

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1 HR FB

1 H R

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1 HR FB

1 HR FB1 HR FB 1 HR FB

1 H R

FB

1 HR FB 1 HR FB1 HR FB

H

R F

B

H

R F

B

H R

F B

H

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1 HR FB 1 HR FB

1 HR FB1 HR FB

1 H R

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1 H

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R F

B

H R

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1 H R

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1 HR FB1 HR FB

2 HR FB

2 HR FB2 HR FB

2 H R

FB

2 H R

FB

1 H R

FB

E 2 HR FB

E SP

SP

1 HR FB

2 HR FB

Linen StorageLinen Storage Sub-Station

Sub-Station

Linen Storage Linen StorageSub-Station

Sub-Station

TOILET

3019A

PATIENT

ROOM

3019 TOILET

3018A

PATIENT

ROOM

TOILET

3017A

PATIENT

ROOM

EQUIPMENT

STORAGE

OFFICE

HOUSE-

KEEPING

STORAGE

TUB ROOM

SHWR.

3013A

DICT.

JANITOR

3420B

JANITOR

STORAGE

3420A

CLEAN

SUPPLIES

CORRIDOR

O2

CLEAN

LINEN

DATA

3030 TOILET

(E)

BIO-HAZ

IT

ISOLATION

ROOM

3401A

PATIENT

ROOM

PATIENT

ROOM

TOILET

3402A TOILET

3403A

INFUSION

ROOM

TOILET

3022A

TOILET

3021APATIENT

ROOM

TOILET

3020A

PATIENT

ROOM

PATIENT

ROOM

TRANSFORMER

DUCTWORK

3014A

ELECT.

Sub-StationMedsSub-Station

BAR.

PATIENT

ROOM

TOILET

3406A

PATIENT

ROOM

TOILET

3407A

PATIENT

ROOM

TOILET

3408A

PATIENT

ROOM

TOILET

3411A

PATIENT

ROOM

3410TOILET

3410A

PATIENT

ROOM

TOILET

3409A

DICTATION

3405 NUTRITION

MECHANICAL

TUB

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

A

B

C

D

EXT.

FE

EXT.

FE

FEC

INSTALL TEMPORARY NFPA

241 TEMPORARY BARRIER

ACCORDING TO INFECTION

CONTROL RISK

ASSESSMENT GUIDELINES.

3014 3402A

NURSES

STATION

CONF/STAFF

LOUNGE

3417A

EXITEXIT

EXIT

EXIT EXIT

PHASE A PHASE B

3'- 4"

MAX DISTANCE: 50'-0"MAX TRAVEL DISTANCE: 97'-6"

M

AX

T

RA

VE

L

DI

ST

AN

CE

: 8 6'-

6"

MAX TRAVEL DISTANCE: 89'-0"

EMS

MAX DISTANCE: 108'-0"

EXT.

FE

FEC

EXISTING SMOKE PARTITION

EXISTING TWO HOUR FIRE BARRIER

NEW SMOKE PARTITION

EXISTING FIRE EXTINGUISHER

NEW FIRE EXTINGUISHER CABINET

PATH OF EGRESS

LIFE SAFETY LEGEND

TOTAL OCCUPANCY

EXITS REQUIREDOcc.

15100 1150 SF

OCCUPANCY LOAD FACTOR

SQUARE FOOTAGE

OCCUPANCY TYPE

NOT IN CONTRACT, EXISTING TO REMAIN.

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

CODE CRITERIA

GENERAL: THIS SUMMARY OF CODE REQUIREMENTS IS BASED PRIMARILY ON NFPA 101 (LSC). DESIGN

FEATURES NOT ADDRESSED BY NFPA 101 OR DOCUMENTS REFERENCED THEREIN SHALL COMPLY

WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE IBC OR AS OTHERWISE IDENTIFIED. FOR DESIGN FEATURES THAT ARE ADDRESSED BY BOTH THE IBC AS WELL AS NFPA 101 OR A DOCUMENT REFERENCED BY NFPA 101, THE REQUIREMENTS OF NFPA 101 OR THE DOCUMENT REFERENCED BY NFPA 101 SHALL BE USED EXCLUSIVELY (THIS APPLIES EVEN IF THE IBC REQUIREMENTS ARE

DIFFERENT).

LOCAL CODES: AS AN AGENCY OF THE FEDERAL GOVERNMENT, VA IS NOT SUBJECT TO LOCAL

IMPOSITION OF CODE ENFORCEMENT PROCEDURES (DRAWING REVIEWS, BUILDING PERMITS,

INSPECTIONS, FEES, ETC.). VA MUST FUNCTION AS THE AUTHORITY HAVING JURISDICTION (AHJ) AND THUS HAS THE RESPONSIBILITY TO GUARD PUBLIC HEALTH AND SAFETY THROUGH ENFORCING ITS

ADOPTED CODES.

NOTES:

CONFLICTS BETWEEN NATIONALLY RECOGNIZED CODES AND STANDARDS AND VA REQUIREMENTS – SHOULD A CONFLICT EXIST BETWEEN VA REQUIREMENTS AND VA ADOPTED NATIONALLY RECOGNIZED

CODES AND STANDARDS, THE CONFLICT SHALL BE BROUGHT TO THE ATTENTION OF VA. THE

RESOLUTION OF THE CONFLICT SHALL BE MADE BY THE AUTHORITY HAVING JURISDICTION FOR VA TO

ENSURE A CONSISTENCY SYSTEM WIDE.

CODE REVIEW

THE 2015 EDITION OF THE LIFE SAFETY CODE, NFPA 101, HAS BEEN USED TO REVIEW THIS PROJECT FOR COMPLIANCE WITH THE FIRE AND LIFE SAFETY REQUIREMENTS. FOR FEATURES NOT ADDRESSED BY NFPA 101 AND THE REFERENCED NATIONAL FIRE CODES, THE 2015 EDITION OF THE INTERNATIONAL

BUILDING CODE HAS BEEN USED.

PROJECT SCOPE

THE EXISTING BUILDING EAST AND WEST WINGS ON THIRD FLOOR ARE UNDERGOING A REMODEL AND WILL BE USED FOR PATIENT SUITES. THE OCCUPANCY IS A GROUP I, INSTITUTIONAL OCCUPANCY.

CODE ANALYSIS

THE CONSTRUCTION TYPE IS DETERMINED BASED UPON THE ALLOWABLE AREA AND HEIGHT

REQUIREMENTS OF CHAPTER 5 OF THE 2015 IBC. CONSTRUCTION TYPE AND MATERIALS SHALL BE PER

CHAPTER 6 OF THE IBC FOR TYPE I-A AND LSC 1 (332) CONSTRUCTION AS FOLLOWS:

1. OCCUPANCY TYPE: I-2 INSTITUTIONAL, IBC CHAPTER 3/LSC CHAPTER 18 HEALTHCARE

2. CONSTRUCTION TYPE: I-A (IBC CHAPTER 5)

3. FIRE RESISTIVE RATINGS TYPE 1-A CONSTRUCTION, CHAPTER 6 IBC/NFPA 101:

STRUCTURAL FRAME: NONCOMBUSTIBLE, 1-HOUR FIRE RESISTIVE

BEARING WALLS

EXTERIOR: NONCOMBUSTIBLE, 3 -HOUR FIRE RESISTIVE

INTERIOR: NONCOMBUSTIBLE, 3-HOUR FIRE RESISTIVE

NON-BEARING WALLS AND PARTITIONS

EXTERIOR: NONCOMBUSTIBLE, 0-HOUR FIRE RESISTIVE

INTERIOR: NONCOMBUSTIBLE, 0-HOUR FIRE-RESISTIVE

FLOOR: NONCOMBUSTIBLE, 2-HOUR FIRE RESISTIVE

ROOF: NONCOMBUSTIBLE, 1.5-HOUR FIRE RESISTIVE

SHAFT ENCLOSURES 2-HOUR FIRE RESISTIVE >4 STORIES (IBC 713.4, LSC 12.3.6)

SHAFT ENCLOSURES 1-HOUR FIRE RESISTIVE <4 STORIES (IBC 713.4, LSC 12.3.6)

4. STRUCTURAL DESIGN SHALL COMPLY WITH CHAPTER 16 OF THE IBC.

5. ALLOWABLE HEIGHT: UNLIMITED FT (IBC, TABLE 504.3)

6. ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLAN: 4 (IBC, TABLE 504.4)

7. ALLOWABLE AREA: FULLY SPRINKLED: ALLOWABLE AREA: UNLIMITED (IBC, TABLE 506.2)

8. MEANS OF EGRESS

• CLEAR WIDTH OF CORRIDORS SHALL BE CLEAR 8 FEET.

• AISLES, CORRIDORS, AND RAMPS IN ADJUNCT AREAS NOT INTENDED FOR THE HOUSING, TREATMENT, OR USE OF INPATIENTS SHALL BENT LESS THAN 44 IN. CLEAR AND UNOBSTRUCTED WIDTH.

• CLEAR WIDTH OF DOORS SHALL BE CLEAR 42 INCHES FROM SLEEPING ROOMS.

• CLEAR WIDTH OF DOORS SHALL BE CLEAR 32 INCHES

• NOT LESS THAN 2 EXITS SHALL BE PROVIDED PER FLOOR.

• ADDITION OCCUPANCY LOAD: <500 THEREFORE 2 EXITS REQUIRED (LSC 7.4.1)

• MAXIMUM TRAVEL DISTANCE, FULLY SPRINKLED: 200 FEET (LSC 18.2.6.2.1)

• COMMON PATH OF TRAVEL SHALL NOT EXCEED 100 FEET (LSC 18.2.5.3)

• DEAD END CORRIDORS SHALL NOT EXCEED 30 FEET. (LSC 18.2.5.2)

• MEANS OF EGRESS SHALL BE ILLUMINATED PER 7.9. (LSC 18.2.6.2.1)

• EMERGENCY LIGHTING SHALL BE PER 7.9. (LSC 18.2.9)

• EXIT SIGNAGE SHALL BE PROVIDED 7.10. (LSC 18.2.10)

9. WHERE GENERAL ANESTHESIA OR LIFE SUPPORT EQUIPMENT IS USED AND ESSENTIAL

ELECTRICAL SYSTEM PER NFPA 99 SHALL BE PROVIDED.

10. HAZARDOUS AREAS. ANY HAZARDOUS AREAS SHALL BE PROTECTED IN ACCORDANCE WITH

SECTION 8.7, AND THE AREAS DESCRIBED IN TABLE 18.3.2.1.2 SHALL BE PROTECTED AS

INDICATED. (LSC 18.3.2)

TABLE 18.3.2.1.2 HAZARDOUS AREA PROTECTION

• BOILER AND FUEL-FIRED HEATER ROOMS 1 HOUR CENTRAL/BULK LAUNDRIES LARGER THAN 100

FT2 1 HOUR.

• PAINT SHOPS EMPLOYING HAZARDOUS SUBSTANCES AND MATERIALS IN QUANTITIES LESS THAN

THOSE THAT WOULD BE CLASSIFIED AS A SEVERE HAZARD 1 HOUR.

• PHYSICAL PLANT MAINTENANCE SHOPS 1 HOUR.

• ROOMS WITH SOILED LINEN IN VOLUME EXCEEDING 64 GAL 1 HOUR

• ROOMS WITH COLLECTED TRASH IN VOLUME EXCEEDING 64 GAL 1 HOUR† MINIMUM FIRE

RESISTANCE RATING.

• STORAGE ROOMS LARGER THAN 50 FT2 BUT NOT EXCEEDING 100 FT2 AND STORING

COMBUSTIBLE MATERIAL.

• STORAGE ROOMS LARGER THAN 100 FT2 AND STORING COMBUSTIBLE MATERIAL 1 HOUR.

11. INTERIOR FINISH

• WALLS AND CEILINGS: INTERIOR FINISH FLAME SPREAD SHALL BE LIMITED PER CHAPTER 10.2

OF THE NFPA 101 TO CLASS A MATERIALS. (LSC 18.4.3.6.2)

• ꞏ CLASS A: FLAME SPREAD 0-25; SMOKE DEVELOPED 0-450.

• FLOORS: INTERIOR FLOOR FINISH SHALL BE CLASS I.

• FABRIC DRAPERIES, CURTAINS (EXCLUDING SHOWER CURTAINS, BUT INCLUDING CUBICLE

CURTAINS), AND OTHER LOOSELY HANGING FABRICS AND FILMS SERVING AS FURNISHINGS OR

DECORATIONS IN HEALTH CARE OCCUPANCIES MUST MEET THE FLAME RESISTANCE

REQUIREMENTS OF NFPA 701, STANDARD METHODS OF FIRE TESTS FOR FLAME-RESISTANT

TEXTILES AND FILMS.

• UPHOLSTERED FURNITURE AND MATTRESSES. UPHOLSTERED FURNITURE AND MATTRESSES

MUST ALSO MEET SPECIFIED REQUIREMENTS, BASED ON NFPA 260, NFPA 261, NFPA 266, 16 CFR

1632, ASTME E1537, AND ASTME E1590

12. EXTINGUISHMENTS REQUIREMENTS, PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED

PER NFPA 10.

15. DETECTION, ALARM, AND COMMUNICATIONS SYSTEMS.

• FIRE ALARM SYSTEM SHALL BE PROVIDED LSC, NFPA 70 (NEC) AND NFPA 72. (LSC 9.6.1)

• FIRE ALARM MAY BE BY MANUAL MEANS (LSC 18.3.4.2.1)(LSC 9.6.2)

• OCCUPANT NOTIFICATION SHALL BE THROUGH AUTOMATIC MEANS PER 9.6.3. (LSC 18.3.4.3)

• SMOKE DETECTION SHALL BE PROVIDED PER NFPA 72.

• EMERGENCY RESPONDER NOTIFICATION SHALL BE NOTIFIED BY ALARM AND DETECTION

SYSTEM PER 9.6.4. (LSC 18.3.4.3.2)

13. FIRE SUPPRESSION:

SPRINKLER SYSTEM: BUILDING IS REQUIRED TO BE SPRINKLED THROUGHOUT IN ACCORDANCE

WITH NFPA 13.

THE SPRINKLER SYSTEM SHALL BE HYDRAULICALLY DESIGNED IN ACCORDANCE WITH 2013

EDITION OF NFPA 13 AND THE SIXTH EDITION OF THE DEPARTMENT OF VETERANS AFFAIRS FIRE

PROTECTION DESIGN MANUAL: MINIMUM DESIGN REQUIREMENTS:

STORAGE MECHANICAL AND ELECTRICAL ROOMS SHALL BE PROTECTED AS:

ORDINARY HAZARD OCCUPANCY, GROUP 1: 0.15 GPM/FT2 OVER 1,500 FT2.

HOSE STREAM ALLOWANCE: 250 GPM

ALL OTHER AREAS SHALL BE PROTECTED AS:

LIGHT HAZARD OCCUPANCY: 0.10 GPM/FT2 OVER 1,500 FT2.

HOSE STREAM ALLOWANCE: 100 GPM

ALL SPRINKLERS WITHIN THE SMOKE ZONE SHALL BE QUICK RESPONSE SPRINKLERS.

REFER TO VA MANUAL PG-18-3 FOR ADDITIONAL CODES, STANDARDS, GUIDELINES AND

REGULATIONS, BELOW LISTING IS NOT COMPREHENSIVE.

ICC, INTERNATIONAL BUILDING CODES, 2018 EDITION (IBC)

ASCE-07-10

ACI 318-11

ACI 530-11

AISC 341-10

AISC 360-10

PCI MNL 120-10, DESIGN HANDBOOK

NFPA 10, STANDARD FOR PORTABLE FIRE EXTINGUISHERS, 2013 EDITION

NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS, 2016 EDITION

NFPA 14, STANDARD FOR THE INSTALLATION OF STANDPIPE AND HOSE SYSTEM, 2016 EDITION

NFPA 20, STANDARD FOR THE INSTALLATION OF STATIONARY PUMPS FOR FIRE PROTECTION,

2016 EDITION

NFPA 24, STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR

APPURTENANCE, 2016 EDITION.

NFPA 54 NATOINAL FUEL GAS CODE, 2015 EDITION

NFPA 70, NATIONAL ELECTRIC CODE, 2014 EDITION

NFPA 72, NATIONAL FIRE ALARM CODE, 2016 EDITION

NFPA 75, STANDARD FOR THE PROTECTION OF ELECTRICAL COMPUTER/DATA PROCESSING

EQUIPMENT, 2017 EDITION

NFPA 77, RECOMMENDED PRACTICE ON STATIC ELECTRICITY, 2014 EDITION

NFPA 80, STANDARD FOR FIRE DOORS AND FIRE WINDOWS, 2016 EDITION

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

SYSTEMS, 2015 EDITION.

NFPA 92, STANDARD FOR SMOKE CONTROL SYSTEMS, 2015 EDITION

NFPA 99, STANDARD FOR HEALTHCARE FACILITIES, 2015 EDITION

NFPA,99B, STANDARD FOR HYPOBARIC FACILITIES, 2015 EDITION

NFPA 101, LIFE SAFETY CODE, 2015 EDITION

NFPA 110, STANDARD FOR EMERGENCY AND STANDBY POWER SYSTEMS

NFPA 220, STANDARD TYPES OF BUILDING CONSTRUCTION, 2015 EDITION.

NFPA 780, STANDARD FOR INSTALLATION OF LIGHTING PROTECTION SYSTEMS, 2017 EDITION

NFPA 54 TYPE 2 CLOTHES DRYER UL 705 DEDPY, 2015 EDITION

MOST RECENT EDITION OF NFPA NATIONAL FIRE CODES WITH THE EXCEPTION OF NFPA 5000

AND NFPA 900

ANSI A117.1-2009 STANDARD ON ACCESSIBLE & USABLE BUILDINGS AND FACILITIES

2010 ADA STANDARDS FOR ACCESSIBLE DESIGN

OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS

ENERGY POLICY ACT OF 2005 (EPACT)

EXECUTIVE ORDER 13423: STRENGTHENING FEDERAL ENVIRONMENTAL, ENERGY, AND

TRANSPORTATION MANAGEMENT.

GOVERNING CODES:CODE ANALYSIS - NFPA 101, CHAPTER 18

VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, VA NATIONAL CAD STANDARD

APPLICATION GUIDE, AND OTHER GUIDANCE ON THE TECHNICAL INFORMATION LIBRARY (TIL)

(HTTP://WWW.CFM.VA.GOV/TIL/).

VA MENTAL HEALTH FACILITIES DESIGN GUIDE, DECEMBER 2010 (REV. 08/01/2014)

VA BARRIER FREE DESIGN GUIDE PG-18-13, ABAAS

ARCHITECTURAL, AUGUST 1, 2014

ASBESTOS ABATEMENT, JULY 2011

CMP SCHEDULE AND RISK MANAGEMENT, VOL. 1 & 2, DECEMBER 2012

ELECTRICAL, DECEMBER 2015

ENERGY SUSTAINABILITY, MAY 2014

EQUIPMENT, JANUARY 2006

ESTIMATING, MARCH 8, 2011

NFPA INTERIM GUIDANCE FOR PROJECTS, PG-18-17, SEPTEMBER 30, 2010

FIRE PROTECTION, SEVENTH EDITION REVISED DECEMBER 2015

HVAC FOR NEW, REPLACEMENT, ADD. AND REN. OF EXIST. CA FACILITIES, MARCH 2011

INTERIOR DESIGN, MAY 2008

PHYSICAL SECURITY DESIGN MANUAL, JANUARY 2015

PLUMBING, NOVEMBER 2014

STRUCTURAL, FEBRUARY 1, 2014

WAY FINDING AND SIGNAGE, INTERIOR, DECEMBER 2012

SEISMIC DESIGN REQUIREMENTS, H-18-8, AUGUST 2013

ENVIRONMENTAL PLANNING GUIDANCE PG-18-17 NEPA INTERIM GUIDELINES FOR

PROJECTS SEPTEMBER 30, 2010

ELEVATOR DESIGN MANUAL, AUGUST 2016

EPA GUIDELINES CHECKLIST

VA DESIGN MANUALS PG-18-10:

CONTINUOUS FIRESAFE SEALANT

TOP AND BOTTOM, & BOTH SIDES

3 1/2" SOUND ATTENUATION BATT

5/8" TYPE X GYPSUM BOARD, JOINTS

SEALED WITH FIRE TAPE, BOTH SIDES

3 5/8" METAL STUD @ 16" O.C. WITH

RUNNER CHANNELS FASTENED

ALONG TOP AND BOTTOM

CONSTRUCTION

SIDE

PUBLIC

SIDE

6 MIL. FIRE RETARDANT

POLYETHYLENE MEMBRANE. TAPE TO

STRUCTURAL DECK ABOVE AND TO

FLOOR BELOW WITH DUCT TAPE

UNDERSIDE OF STRUCTURAL DECK

UL LISTING: U465

COORDINATE WITH EXISTING

CEILING

PUBLIC

SIDE

45 MIN. FIRE RATED METAL DOOR

ASSEMBLY AND FRAME WITH SEALS,

CARD READER AND HARDWARE

TRIATEK MONITOR

HAND SANITIZER

SEAL ALL EDGES TO PROHIBIT THE

MIGRATION OF DUST, DIRT, AIR, AND

ODORS

SEAL ALL EDGES TO PROHIBIT THE

MIGRATION OF DUST, DIRT, AIR, AND

ODORS

REFER TO TEMPORARY BARRIER TYPE FOR

REQUIRED CONDITION TO STRUCTURE

ABOVE

VA / OSHA TEMPORARY SIGNAGE

Drawing Title

Approved for Design Concept:

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER/ARCHITECT:

GRAND JUNCTION VAMC

Bldg 1 o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

B

A

C

D

E

F

1 2 3 4 5 6 7 9

F

E

D

C

B

A

97 8654321

2453 N. DELAWARE ST. INDIANAPOLIS, IN. 46205

317.800.6388 WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

575-13-101

MEP Engineer

APOGEE CONSULTING GROUP

7330 Chappel Hill Road, Suite 202 Raleigh, NC 27607

Tele: 919-858-7420

Interior Design

COOVERCLARK ASSOCIATES

1936 Market Street Denver, CO 80202

Tele: 303-783-0040

JOHN BARTMAN

john.bartman@va.gov 970-263-5016C

:\U se rs \e de ci na \D oc um en ts

\1 3.

C en tra l F ile _v

_G ui do n_

Su bs ta nd ar d

Be ds

_e de ci na gu id on de si gn .c om .rv t

100% CONSTRUCTION DOCUMENTS

G-101AROUJ

LIFE SAFETY PLAN

09/26/2014

13.1064ELIMINATION OF SUBSTANDARD

BEDS 3RD FLOORGrand Junction VAMC

Dept. of Veterans Affairs 2121 North Avenue Grand Junction, CO 81501

1/8" = 1'-0"1 THIRD FLOOR LIFE SAFETY PLAN

N

1 1/2" = 1'-0"2 TEMPORARY 1 HR FIRE RATED SMOKE BARRIER WALL CONSTRUCTION

1/4" = 1'-0"3 TEMPORARY WALL CONSTRUCTION TYPICAL ELEVATION

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

A

B

C

D

Linen StorageLinen Storage Sub-Station

Sub-Station

Linen Storage Linen StorageSub-Station

Sub-Station

TOILET

3019A

PATIENT

ROOM

3019 TOILET

3018A

PATIENT

ROOM

TOILET

3017A

PATIENT

ROOM

EQUIPMENT

STORAGE

OFFICE

HOUSE-

KEEPING

STORAGE

TUB ROOM

SHWR.

3013A

DICT.

JANITOR

3420B

JANITOR

STORAGE

3420A

CLEAN

SUPPLIES

CORRIDOR

O2

CLEAN

LINEN

DATA

3030 TOILET

(E)

BIO-HAZ

IT

ISOLATION

ROOM

3401A

PATIENT

ROOM

PATIENT

ROOM

TOILET

3402A TOILET

3403A

INFUSION

ROOM

TOILET

3022A

TOILET

3021APATIENT

ROOM

TOILET

3020A

PATIENT

ROOM

PATIENT

ROOM

TRANSFORMER

DUCTWORK

3014A

ELECT.

Sub-StationMedsSub-Station

BAR.

PATIENT

ROOM

TOILET

3406A

PATIENT

ROOM

TOILET

3407A

PATIENT

ROOM

TOILET

3408A

PATIENT

ROOM

TOILET

3411A

PATIENT

ROOM

3410TOILET

3410A

PATIENT

ROOM

TOILET

3409A

DICTATION

3405 NUTRITION

MECHANICAL

TUB

EXT.

FE

EXT.

FE

FEC

INSTALL TEMPORARY

PLYWOOD WALL & DOOR

ACCORDING TO INFECTION

CONTROL RISK

ASSESSMENT GUIDELINES.

PHASE A PHASE B

PHASE A LIMIT PHASE B LIMIT

3014 3402A

CONF/STAFF

LOUNGE

3417A

NURSES

STATION

EMS

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

A

B

C

D

PHASE A PHASE B

2401 2402 2406 2408

2010A2010B

2007A2007B

20132015

GYM

2421 2422

GENERAL LIMITS OF

SCOPE OF WORK

NOT INCLUDED IN SCOPE

UNLESS ITEMS NOTED

OTHERWISE IN DRAWINGS

PHASING LEGEND:

Drawing Title

Approved for Design Concept:

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER/ARCHITECT:

GRAND JUNCTION VAMC

Bldg 1 o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

B

A

C

D

E

F

1 2 3 4 5 6 7 9

F

E

D

C

B

A

97 8654321

2453 N. DELAWARE ST. INDIANAPOLIS, IN. 46205

317.800.6388 WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

575-13-101

MEP Engineer

APOGEE CONSULTING GROUP

7330 Chappel Hill Road, Suite 202 Raleigh, NC 27607

Tele: 919-858-7420

Interior Design

COOVERCLARK ASSOCIATES

1936 Market Street Denver, CO 80202

Tele: 303-783-0040

JOHN BARTMAN

john.bartman@va.gov 970-263-5016C

:\U se rs \e de ci na \D oc um en ts

\1 3.

C en tra l F ile _v

_G ui do n_

Su bs ta nd ar d

Be ds

_e de ci na gu id on de si gn .c om .rv t

100% CONSTRUCTION DOCUMENTS

G-102AROUJ

PHASING PLAN

09/26/2014

13.1064ELIMINATION OF SUBSTANDARD

BEDS 3RD FLOORGrand Junction VAMC

Dept. of Veterans Affairs 2121 North Avenue Grand Junction, CO 81501

1/8" = 1'-0"1 THIRD FLOOR PHASING PLAN

N

1. Phase A: consists of the River Wing (East Wing) patient and support renovation. Work of this phase shall commence within 5 working days after approved Submittal Log, Schedule of Values, & Schedule.

a. A portion of the construction of this phase (primarily sanitary plumbing work and subsequent ceiling work to provide access) occurs on the floor below in Rehabilitation Therapy. All work on the 2nd Floor below must be scheduled in advance with the Contracting Officer’s Representative (COR).

b. Normal business hours for Rehabilitation Therapy are 8:00 am to 5:30 pm, Monday through Friday. Contractor may work off-hours at any time (evenings and weekends) with the understanding that all clean-up activities must occur prior to next day turnover to Owner and with prior approval of COR. No disruption of work during normal hours, UNO below.

c. The main 2nd Floor corridor must remain open at all times.

d. Under no circumstances can the entire Gymnasium be shut down at the same time, but approximately ½ of the area can be a construction work area with prior approval of the COR.

e. The Prosthetics area and Machine Shop (gypsumboard ceilings) are nearly in constant use.

Scheduling of this area in advance is critical and will likely require multiple internal phases.

1. Phase B: consists of the Mesa Wing (West Wing) patient and support renovation. Work of this phase shall commence within 3 working days after the East Wing is Substantially complete and ready for occupancy and commencement of construction of this phase.

a. A portion of the construction of this phase (primarily sanitary plumbing work and subsequent ceiling work to provide access) occurs on the floor below in Radiology. All work on the 2nd Floor below must be scheduled in advance with the Contracting Officer’s Representative

(COR).

b. Normal business hours for Radiology are 7:30 am to 5:00 pm, Monday through Friday.

Contractor may work off-hours at any time (evenings and weekends) with the understanding that all clean-up activities must occur prior to next day turnover to Owner and with prior approval of COR.

c. The main corridor must remain open at all times.

d. Under no circumstances can the General Radiography (room 2415-1) or Radiofluoroscopy

(room 2420-1) Treatment rooms be shut down at the same time. Critical scheduling must occur in advance prior to any construction activities in these rooms. Anticipate that an off-hour reconnaissance of the ceiling areas in these spaces must occur to fully understand the complexity of the ceiling spaces above these areas.

e. The current Ultrasound (room 2419-1) occupies ½ of a former film file area. Only a cubicle curtain separates Ultrasound from the remaining space. A partition wall (Type P1) must be constructed to separate the 2 areas. Construct the dust-proof barrier to the bottom of the deck in such a manner that it can remain in place upon completion of the ceiling construction.

1/8" = 1'-0"2 SECOND FLOOR PHASING PLAN

FINISHED FLOOR AND BASE.

RE: FINISH SCHEDULE

5/8" TYPE 'X' GYP BD,

BOTH SIDES

3 5/8" STEEL STUD @ 16" O.C.

BEAD OF CONT.

SEALANT, BOTH

SIDES

SOUND ATTENUATION BATT.

CEILING

RE: REFLECTED CEILING

PLANS

STEEL STUD

WALL BRACING

2" DEEP LEG SLIP

TRACK

FINISHED FLOOR

AND BASE. RE:

FINISH SCHEDULE

5/8" TYPE 'X' GYP

BD, RM SIDE ONLY

3 5/8" STEEL STUD

@ 16" O.C.

BEAD OF CONT.

SEALANT EACH SIDE

SOUND

ATTENUATION BATT.

CEILING

RE: REFLECTED

CEILING PLANS

STEEL STUD

WALL BRACING

2" DEEP LEG SLIP

TRACK

P1 3 5/8" STEEL STUD NON-RATED

SMOKE/SOUND PARTITION

P2 3 5/8" STEEL STUD SHAFT PARTITION

FINISHED FLOOR

AND BASE. RE:

FINISH SCHEDULE

5/8" TYPE 'X' GYP

BD, PATIENT RM

SIDE ONLY

3 5/8" STEEL STUD

@ 16" O.C.

BEAD OF CONT.

SEALANT, BOTH

SIDES

SOUND ATTENUATION BATT.

CEILING

RE: REFLECTED

CEILING PLANS

STEEL STUD

WALL BRACING

2" DEEP LEG SLIP

TRACK

5/8" GLASS FACED

GYP BD, SHAFT SIDE

ONLY

FINISHED FLOOR

AND BASE. RE:

FINISH SCHEDULE

5/8" TYPE 'X' GYP

BD, RM SIDE ONLY

7/8" STEEL HAT

CHANNEL ATTACHED

TO EXT. COLUMN

BEAD OF CONT.

SEALANT EACH SIDE

CEILING

RE: REFLECTED

CEILING PLANS

P4 7/8" STEEL HAT CHANNEL PARTITION

1'- 0"

M

IN

EXISTING COLUMN

FINISHED FLOOR

AND BASE. RE:

FINISH SCHEDULE

5/8" TYPE 'X' GYP

BD, PATIENT RM

SIDE ONLY

3 5/8" STEEL STUD

@ 16" O.C.

BEAD OF CONT.

SEALANT, BOTH

SIDES

SOUND

ATTENUATION BATT.

CEILING

RE: REFLECTED

CEILING PLANS

STEEL STUD

WALL BRACING

2" DEEP LEG SLIP

TRACK

P5 3 5/8" STEEL STUD PARTITION WITH TILE

FINISHED FLOOR

AND BASE. RE:

FINISH SCHEDULE

5/8" MOISTURE RESISTANT

TYPE 'X' GYP BD FROM

FLOOR TO DECK

3 5/8" STEEL STUD

@ 16" O.C.

BEAD OF CONT.

SEALANT EACH SIDE

SOUND

ATTENUATION BATT.

CEILING

RE: REFLECTED

CEILING PLANS

STEEL STUD

WALL BRACING

2" DEEP LEG SLIP

TRACK

HE

IG

HT

O

F

TI

LE

/C

EM

EN

T

BD

FINISHED FLOOR

AND BASE. RE:

FINISH SCHEDULE

5/8" TYPE 'X' GYP

BD, PATIENT RM

SIDE ONLY

3 5/8" STEEL STUD

@ 16" O.C.

BEAD OF CONT.

SEALANT, BOTH

SIDES

SOUND

ATTENUATION BATT.

CEILING

RE: REFLECTED

CEILING PLANS

STEEL STUD

WALL BRACING

2" DEEP LEG SLIP

TRACK

GYP BD CEILING

RE: REFLECTED CEILING PLAN

5/8" MOISTURE

RESISTANT TYPE 'X'

GYP BD FROM FLOOR

TO DECK

P3 3 5/8" STEEL STUD SHAFT PARTITIONP6 3 5/8" STEEL STUD PARTITION - SHOWER LOCATIONP7 3 5/8" STEEL STUD PARTITION - HEAD WALL

FINISHED FLOOR

AND BASE. RE:

FINISH SCHEDULE

5/8" TYPE 'X' GYP

BD, RM SIDE ONLY

2 1/2" STEEL STUD

@ 16" O.C.

BEAD OF CONT.

SEALANT EACH SIDE

SOUND

ATTENUATION BATT.

CEILING

RE: REFLECTED

CEILING PLANS

STEEL STUD

WALL BRACING

2" DEEP LEG SLIP

TRACK

P8 2 1/2" STEEL STUD SHAFT PARTITION

FINISHED FLOOR AND BASE.

RE: FINISH SCHEDULE

5/8" MOISTURE RESISTANT

TYPE 'X' GYP BD ON TUB RM

SIDE ONLY

3 5/8" STEEL STUD @ 16" O.C.

BEAD OF CONT.

SEALANT, BOTH

SIDES

SOUND ATTENUATION BATT.

CEILING

RE: REFLECTED CEILING

PLANS

STEEL STUD

WALL BRACING

2" DEEP LEG SLIP

TRACK

P10 3 5/8" STEEL STUD NON-RATED PARTITION

FINISHED FLOOR

AND BASE. RE:

FINISH SCHEDULE

5/8" MOISTURE

RESISTANT TYPE

'X' GYP BD, RM

SIDE ONLY

2 1/2" STEEL STUD

@ 16" O.C.

BEAD OF CONT.

SEALANT EACH SIDE

SOUND

ATTENUATION BATT.

CEILING

RE: REFLECTED

CEILING PLANS

STEEL STUD

WALL BRACING

2" DEEP LEG SLIP

TRACK

P9 2 1/2" STEEL STUD SHAFT PARTITION WITH

MOIST. RESIST. GYP BD

5/8" TYPE 'X' GYP BD

ON CORRIDOR OR

DICT. RM SIDE ONLY

FINISHED FLOOR AND BASE.

RE: FINISH SCHEDULE

5/8" MOISTURE RESISTANT

TYPE 'X' GYP BD, BOTH SIDES

3 5/8" STEEL STUD @ 16" O.C.

BEAD OF CONT.

SEALANT, BOTH

SIDES

SOUND ATTENUATION BATT.

CEILING

RE: REFLECTED CEILING

PLANS

STEEL STUD

WALL BRACING

2" DEEP LEG SLIP

TRACK

P11 3 5/8" STEEL STUD NON-RATED

PARTITION WITH MOIST. RESIST. GYP BD

BOTH SIDES

P7.1 SAME AS P7 EXCEPT USE 6" STEEL STUDS @ 16" O.C. IN

LIEU OF 3 5/8" STEEL STUDS @ 16" O.C.

P5.1 SAME AS P5 EXCEPT USE 6" STEEL STUDS @ 16"

O.C. IN LIEU OF 3 5/8" STEEL STUDS @ 16" O.C.

P6.1 SAME A6 P5 EXCEPT USE 6" STEEL STUDS @ 16" O.C. IN LIEU OF

3 5/8" STEEL STUDS @ 16" O.C.

5/8" MOISTURE

RESISTANT TYPE 'X'

GYP BD FROM FLOOR

TO DECK

2" DEEP LEG SLIP TRACK

MECHANICAL FASTENERS

STEEL STUD

Drawing Title

Approved for Design Concept:

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER/ARCHITECT:

GRAND JUNCTION VAMC

Bldg 1 o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

B

A

C

D

E

F

1 2 3 4 5 6 7 9

F

E

D

C

B

A

97 8654321

2453 N. DELAWARE ST. INDIANAPOLIS, IN. 46205

317.800.6388 WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

575-13-101

MEP Engineer

APOGEE CONSULTING GROUP

7330 Chappel Hill Road, Suite 202 Raleigh, NC 27607

Tele: 919-858-7420

Interior Design

COOVERCLARK ASSOCIATES

1936 Market Street Denver, CO 80202

Tele: 303-783-0040

JOHN BARTMAN

john.bartman@va.gov 970-263-5016C

:\U se rs \e de ci na \D oc um en ts

\1 3.

C en tra l F ile _v

_G ui do n_

Su bs ta nd ar d

Be ds

_e de ci na gu id on de si gn .c om .rv t

100% CONSTRUCTION DOCUMENTS

G-200AROUJ

PARTITION TYPES

09/26/2014

13.1064ELIMINATION OF SUBSTANDARD

BEDS 3RD FLOORGrand Junction VAMC

Dept. of Veterans Affairs 2121 North Avenue Grand Junction, CO 81501

1 1/2" = 1'-0"1 PARTITION TYPES

6" = 1'-0"2 SLIP TRACK DETAIL

122' - 1 1/32" 18' - 10 17/32" 7' - 4 1/32" 18' - 9" 41' - 2 5/16" 80' - 10 23/32"

A

B

C

D

12'-3" 8'-2" 12'-7" 4'-1" 3'-7" 10'-2" 10'-7"

7'-8 1/4"

1'-1 3/4"

4'-0"

'-1

1/

4" 7'-

4"

'-4

/1 6"

2'- 5"

4'- 2"

8"

7"2'- 1"4'-

1" 5"

13'-6" 10'-9" 8'-0" 8'-7" 8'-2" 13'-8" 9'-1"

7"

8'- 2"

5'-

7'-

4" 5'-

6" 1'-

0" 8'-

4" 7"

20'-4" 5'-5" 2'-0" 11"

9"

9'-2" 7"

13'-5" 5'-8" 1'-9"

3'-11"

2'-3" 7'-11"

5'-9" 5'-6"

1'-3"

3'-6" 5'-7" 1'-8" 5'-10" 3'-1" 17'-2" 1'-7"

6'- 0"

8'- 8"

8"

2'-

4'- 4"

3'- 9"

'-0

7'-

4"2'- 9"

7'- 5"

3'- 7"7"

7'-

3/ 4"

7'- 3"

7'- 4"

9'- 8"

4'- 8"

6'-6" 5'-5" 3'-6" 5'-4" 5'-3" 5'-3" 30'-9"

18'-3" 8'-1" 3'-4"

3'-5" 3'-2"

3'-5" 7'-11" 9'-10"

D1

D1

D1D1

D6

D6 D6 D6D6D6

D2D2 D2

D1D1D1

D2D2

D1D1D1 D3

D3 D3

D5D5 D5D5 D5

D5D5

D2 D2D2 D2 D2

D6D6 D6 D6

D6

D6

D6D6

D4 D4

D3 D3

D4

D3

D4 D3

D4

D1

D2D2

D1 D1D1 D1 D1

D1

D1D1D1D1

D2D2D2D2

D1

D1D1

D2D2

D1D1

D1D1

D1 D2

D1D1

D1D1D1D1

D1D1

D1

D1 D1 D1

D1D1

D6D6

D6D6

D2D2D2D2

D2D2D2

D2D2

D2

D2

D2

D2

D6D6D6D6

D6D6 D1D1

D1D1

D5

D7D7D7 D7D7 D7D7D7D7 D7

D3 D3

D3D3 D3

D3

D3

D3 D3

D3

D3

D3

D3

D3

D3 D3

D4

D3

D4

B2 B1

B2

B2 B2B2

B2

B2

B3

B3

B1

B3

B3

B1B1B1

D8

D8 D8D8

D8D8 D8

D8D8 D8 D8D8 D8D8 D8

D8D8 D8D8 D8D8 D8D8

D8D8

D8 D8D8 D8

D8 D8 D8 D8

D8D8

B4

B4

D10

D10 D10

D10 D10

3014 3402ANURSES

STATION

CONF/STAFF

LOUNGE

3417A

PHASE A PHASE B

D1

A. DEMOLITION IS FROM FLOOR TO FLOOR, WALL TO WALL ENTIRE

SPACE.

B. SEE DEMOLITION DRAWINGS PREPARED BY MEP ENGINEERS

AND/OR CONSULTANTS FOR ADDITIONAL INFORMATION AND

REQUIREMENTS FOR DEMOLITION OF ELECTRICAL, HEATING,

VENTILATING, AIR CONDITIONING, PLUMBING, VOICE/DATA, ETC. ITEMS

AS WELL AS COORDINATION OF DEMOLITION ITEMS.

C. PRIOR TO DEMOLITION AND BEFORE SUBMISSION OF PREPARED

METHODS AND SEQUENCES OF OPERATIONS, THE GENERAL

CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN FOR REFERENCE

ANY EXISTING RECORD DRAWINGS AND TO CONDUCT ANY

APPROPRIATE FIELD TESTING TO DETERMINE THE NATURE OF THE

WORK TO BE REMOVED.

D. DURING DEMOLITION, ALL STRUCTURES, FURNISHINGS, FINISHES,

ETC., WHICH ARE TO BE SALVAGED, SHOULD BE CAREFULLY

PROTECTED FROM DAMAGE. DAMAGE TO THE EXISTING ITEMS OR

SURFACES THAT REMAIN SHALL BE REFINISHED, REPAIRED OR

REPLACED TO THE SATISFACTION OF THE OWNER, BUILDING

MANAGEMENTS AND ARCHITECT AT NO ADDITIONAL COST.

E. DURING REMOVAL OF ITEMS INDICATED TO BE SALVAGED,

PROTECTION AND CAUTION SHALL BE USED TO ELIMINATE THE

POSSIBILITY OF DAMAGE TO SUCH ITEMS. ALL ITEMS OF EXISTING

EQUIPMENT, MATERIALS, FIXTURES, ETC. SHALL REMAIN THE

PROPERTY OF THE OWNER. ALL SALVAGED AND/OR REUSABLE ITEMS

SALVAGED DURING DEMOLITION OPERATIONS SHALL BE REMOVED

AND RETAINED FOR LATER REINSTALLATION. ITEMS INSPECTED AND

REJECTED BY THE OWNER OR ARCHITECT SHALL BE DISPOSED BY

THE GENERAL CONTRACTOR FOLLOWING ALL APPLICABLE LAWS.

F. PROVIDE ALL DEMOLITION REQUIRED FOR REMOVAL OF SYSTEMS,

MATERIALS AND EQUIPMENT MADE OBSOLETE BY THIS PROJECT AS

INDICATED BY THE CONTRACT DOCUMENTS.

G. FIELD VERIFY ALL CONDITIONS AND DIMENSIONS AND NOTIFY THE

ARCHITECT OF ANY DEVIATION BEFORE PROCEEDING WITH

DEMOLITION.

GENERAL DEMOLITION NOTES

H. THE GENERAL CONTRACTOR SHALL PROVIDE AS REQUIRED THE

MEANS AND METHODS TO MAINTAIN APPROPRIATE VENTILATION,

LIGHTING AND SAFETY THROUGHOUT THE DEMOLITION PROCESS.

GENERAL CONTRACTOR TO VERIFY/COORDINATE WITH BUILDING

MANAGEMENT ALL MEANS AND METHODS.

I. ANY DEMOLITION OR REMOVAL INDICATED IS SHOWN IN GENERAL TO

PROVIDE THE EXTENT OF DEMOLITION AND IS NOT TO BE

CONSIDERED A RECORD DRAWING OF EXISTING CONDITIONS.

J. GENERAL CONTRACTOR SHALL SUBMIT A SCHEDULE OF METHODS

AND OPERATIONS OF DEMOLITION FOR THE OWNERS REVIEW FOR

ALL DEMOLITION AND REMOVAL WORK. INCLUDE IN THE SCHEDULE

THE COORDINATION REQUIRED WITH THE BUILDING MANAGEMENT,

ALL TRADES FOR SHUTOFF, CAPPING OR RE-ROUTING OF UTILITIES,

THE CONSTRUCTION OF ANY TEMPORARY UTILITY LINES, AND

PROTECTIVE MEASURES.

K. THE OWNER ASSUMES NO RESPONSIBILITY FOR THE ACTUAL

CONDITION OF STRUCTURES TO BE DEMOLISHED. CONDITIONS

EXISTING AT THE TIME OF INSPECTION FOR BIDDING PURPOSES WILL

BE MAINTAINED BY THE OWNER INSOFAR AS FEASIBLE. HOWEVER,

VARIATIONS WITHIN THE STRUCTURE MAY OCCUR BY THE OWNER'S

REMOVAL AND SALVAGE OPERATIONS PRIOR TO THE START OF

DEMOLITION WORK.

L. ARCHITECT SHALL NOT IN ANY WAY BE RESPONSIBLE FOR

IDENTIFYING OR DISCLOSING THE PRESENCE OF HAZARDOUS

MATERIALS OR ADVISING ON THE HANDLING REMOVAL OR DISPOSAL

OF HAZARDOUS MATERIALS AT THE PROJECT SITE. SHOULD GENERAL

CONTRACTOR OR HIS SUBCONTRACTORS ENCOUNTER, EXPOSE OR

IN ANY WAY BECOME AWARE OF THR PRESENCE OF HAZARDOUS OR

QUESTIONABLE MATERIALS ASSOCIATED WITH THIS PROJECT,

GENERAL CONTRACTOR SHALL STOP WORK IN THE IMMEDIATE AREA

OF DISCOVERY AND NOTIFY THE OWNER OF ITS FINDINGS. GENERAL

CONTRACTOR SHALL NOT DISTURB OR CONTINUE WORK ON OR NEAR

MATERIALS IN QUESTION UNTIL RECEIVING FURTHER DIRECTION FROM

OWNER.

M. AFTER DEMO OF FLOORING INSTALL SELF LEVELING COMPOUND

OR GRIND SMOOTH AS REQUIRED FOR LEVEL FLOOR INSTALLATION.

NOT IN CONTRACT, EXISTING TO REMAIN.

DEMO PLAN LEGEND:

ITEM TO BE DEMOLISHED

EXISTING TO REMAIN

DOOR TO BE DEMOLISHED

EXISTING DOOR TO REMAIN

Drawing Title

Approved for Design Concept:

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER/ARCHITECT:

GRAND JUNCTION VAMC

Bldg 1 o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

B

A

C

D

E

F

1 2 3 4 5 6 7 9

F

E

D

C

B

A

97 8654321

2453 N. DELAWARE ST. INDIANAPOLIS, IN. 46205

317.800.6388 WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

575-13-101

MEP Engineer

APOGEE CONSULTING GROUP

7330 Chappel Hill Road, Suite 202 Raleigh, NC 27607

Tele: 919-858-7420

Interior Design

COOVERCLARK ASSOCIATES

1936 Market Street Denver, CO 80202

Tele: 303-783-0040

JOHN BARTMAN

john.bartman@va.gov 970-263-5016C

:\U se rs \e de ci na \D oc um en ts

\1 3.

C en tra l F ile _v

_G ui do n_

Su bs ta nd ar d

Be ds

_e de ci na gu id on de si gn .c om .rv t

100% CONSTRUCTION DOCUMENTS

A-001AROUJ

OVERALL DEMO

PLAN

09/26/2014

13.1064ELIMINATION OF SUBSTANDARD

BEDS 3RD FLOORGrand Junction VAMC

Dept. of Veterans Affairs 2121 North Avenue Grand Junction, CO 81501

1/8" = 1'-0"1 EXIST LEVEL 3 DEMO PLAN

N

SPECIFIC DEMOLITION NOTES

D1 CONTRACTOR TO REMOVE…