ATTACHMENT_6_-_Drawings_2_of_4.pdf

SLAB PER PLAN

BEAM PER PLAN

L6x6x5/16 POUR STOP

1/4 2 @12

3"

T/SLAB

PER PLAN

ROOF TRUSS

BEAM PER PLAN

SLAB PER PLAN

ROOF DECK

PER PLAN

ROOF TRUSS

L6x4x5/16 (LLV)

POUR STOP

1/4 2 @12

COLUMN PER PLAN

SLAB PER PLAN

BEAM PER PLAN

AISC DOUBLE ANGLE

SHEAR CONNECTION

L6x6x5/16 POUR STOP

1/4 2 @12

T/SLAB

PER PLAN

ROOF TRUSS

3"

COLUMN PER PLAN

SLAB PER PLAN

BEAM PER PLAN

AISC DOUBLE ANGLE

SHEAR CONNECTION

T/SLAB

PER PLAN

ROOF TRUSS

WALL PER ARCH SLAB PER PLAN

BEAM PER PLAN

AISC DOUBLE ANGLE

SHEAR CONNECTION

T/SLAB

PER PLAN

ROOF TRUSS,

TYP

COLUMN PER PLAN

SLAB PER PLAN

BEAM PER PLAN

AISC DOUBLE ANGLE

SHEAR CONNECTION

T/SLAB

PER PLAN

ROOF TRUSS

WALL PER ARCH

COLUMN PER PLAN

SLAB PER PLAN

BEAM PER PLAN, TYP

AISC DOUBLE ANGLE

SHEAR CONNECTION

T/SLAB

PER PLAN

COLUMN PER PLAN

ROOF TRUSS

BEAM PER PLAN

ROOF DECK PER PLAN

COLUMN PER PLAN

COLUMN PER PLAN

AISC DOUBLE ANGLE

SHEAR CONNECTION, TYP

ROOF TRUSS

3/8" BENT PLATE

1/4 3 @12

BEAM PER

PLAN, TYP

ROOF DECK PER PLAN

ROOF TRUSS

AISC DOUBLE ANGLE

SHEAR CONNECTIONB

SEE PLAN

HIGH ROOF COLUMN W/

1/2" BASE PLATE & (4) - 3/4"

DIA. BOLTS

SLAB PER PLAN

BEAM PER PLAN. TYP

AISC DOUBLE ANGLE

SHEAR CONNECTION

0 0

ROOF TRUSS

3/8" STIFFENER, BOTH SIDES

COLUMN PER PLAN

ROOF DECK PER PLAN

ROOF TRUSS

BEAM PER PLAN

SEE ARCH PLANS

T/STL

PER PLAN

L3X3X1/4

L4X4X1/4

ROOF DECK PER PLAN

ROOF TRUSS

BEAM PER PLAN

SEE ARCH PLANS

ROOF DECK PER PLAN

AISC DOUBLE ANGLE

SHEAR CONNECTION

T/STL

PER PLAN

L3X3X1/4

1/4" BENT PLATE

W/ 6" LEGS

SLAB PER PLAN

BEAM PER PLAN

T/SLAB

PER PLAN

1/4" BENT PLATE

3/16 2-12

SLAB PER PLAN

T/SLAB

PER PLAN

1/4" BENT PLATE

3/16 2-12

BEAM PER PLAN

1' - 5"

BEAM PER PLAN

ROOF DECK

PER PLAN

1/4" BENT PLATE

1/4 2 @12

COLUMN PER PLAN

AISC DOUBLE ANGLE

SHEAR CONNECTION

T/STL

PER PLAN

2' - 8"

ROOF TRUSS

BEAM PER PLAN

6.3

ROOF TRUSS

BEAM PER PLAN

AISC DOUBLE ANGLE

SHEAR CONNECTION

COLUMN PER PLAN

Drawing Title

Approved for Design Concept:

Project Title

Date

Location

Checked By:

Building Number

Sheet Number

Drawing Number

Drawn By:

Revisions: Date

ARCHITECT/ENGINEERS:

VA ILLIANA - DANVILLE, IL

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

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

MARK SHOVIAK, COR 550-317

MEP Engineer

GUIDON DESIGN INC.

905 N. CAPITOL AVE. SUITE 100 | INDIANAPOLIS, IN. 46204

317.800.6388 | WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

PROJECT LEAD

Architect, Structural Engineer, Civil Engineer

VA ILLIANA HEALTH CARE SYSTEM

1900 EAST MAIN STREET

DANVILLE, ILLINOIS 61832

OF 118

C U s e rs

\a k e n n e d y \D o c u m e n ts

\1 .1

-S

-V A

D a n v ill e M

H a k e n n e d y g u id o n d e s ig n .c o m

.r v t

100% SUBMISSION

SF502

WJTMAV

FRAMING SECTIONS & DETAILS

2017/11/21

AE CONSTRUCT NEW INPATIENT

MENTAL HEALTH BUILDING

SCALE: 3/4" = 1'-0"SF502

1 FRAMING SECTION

SCALE: 3/4" = 1'-0"SF502

8 FRAMING SECTION

SCALE: 3/4" = 1'-0"SF502

2 FRAMING SECTION

SCALE: 3/4" = 1'-0"SF502

3 FRAMING SECTION

SCALE: 3/4" = 1'-0"SF502

4 FRAMING SECTION

SCALE: 3/4" = 1'-0"SF502

5 FRAMING SECTION

SCALE: 3/4" = 1'-0"SF502

6 FRAMING SECTION

SCALE: 3/4" = 1'-0"SF502

9 SECTION

SCALE: 3/4" = 1'-0"SF502

10 SECTION

SCALE: 1" = 1'-0"SF502

7 FRAMING SECTION

SCALE: 3/4" = 1'-0"SF502

11 FRAMING SECTION

SCALE: 3/4" = 1'-0"SF502

12 FRAMING SECTION

SCALE: 1" = 1'-0"SF502

13 FRAMING SECTION

SCALE: 1" = 1'-0"SF502

14 FRAMING SECTION

SCALE: 3/4" = 1'-0"SF502

15 FRAMING SECTION

SCALE: 3/4" = 1'-0"SF502

16 FRAMING SECTION

SCALE: 3/4" = 1'-0"SF502

17 FRAMING SECTION

Drawing Title

Approved for Design Concept:

Project Title

Date

Location

Checked By:

Building Number

Sheet Number

Drawing Number

Drawn By:

Revisions: Date

ARCHITECT/ENGINEERS:

VA ILLIANA - DANVILLE, IL

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

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

MARK SHOVIAK, COR 550-317

MEP Engineer

GUIDON DESIGN INC.

905 N. CAPITOL AVE. SUITE 100 | INDIANAPOLIS, IN. 46204

317.800.6388 | WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

PROJECT LEAD

Architect, Structural Engineer, Civil Engineer

VA ILLIANA HEALTH CARE SYSTEM

1900 EAST MAIN STREET

DANVILLE, ILLINOIS 61832

OF 118

C U s e rs

\a k e n n e d y \D o c u m e n ts

\1 .1

-S

-V A

D a n v ill e M

H a k e n n e d y g u id o n d e s ig n .c o m

.r v t

100% SUBMISSION

SF901

WJTMAV

ISOMETRICS

2017/11/21

AE CONSTRUCT NEW INPATIENT

MENTAL HEALTH BUILDING

SCALE:SF901

1 NORTHEAST ISOMETRIC

SCALE:SF901

2 SOUTHWEST ISOMETRIC

GENERAL CONSTRUCTION NOTES

THE CONTRACT DOCUMENT DRAWINGS HAVE BEEN PREPARED USING REVIT®

SOFTWARE IN A MICROSOFT WINDOWS ENVIRONMENT. A BUILDING INFORMATION

MODEL (BIM) HAS BEEN DEVELOPED FOR DESIGN COMMUNICATION. THE MODEL

DOES NOT CONTAIN COMPLETE INFORMATION FOR USE IN COST ESTIMATING,

SYSTEMS PERFORMANCE, COORDINATION, SCHEDULING, OR FACILITIES

MANAGEMENT.

THE CONTRACT DOCUMENT DRAWINGS HAVE BEEN PREPARED USING THE

CONSTRUCTION SPECIFICATIONS INSTITUTE'S UNIFORM DRAWING SYSTEM AND THE

NATIONAL CAD STANDARD AS GUIDES.

DISCREPANCIES IN THE CONTRACT DOCUMENTS SHALL BE IMMEDIATELY BROUGHT

TO THE ATTENTION OF THE ARCHITECT AND OWNER’S REPRESENTATIVE/COR.

CONTRACTOR SHALL PROVIDE THE HIGHER GRADE OF QUALITY AND/OR GREATER

QUANTITY OF WORK WHEN BIDDING IF A CLARIFICATION CAN NOT BE OBTAINED BY

THE BID DUE DATE.

CONTRACTOR IS RESPONSIBLE FOR COORDINATING SCOPE OF WORK WITH OWNER’S

REPRESENTATIVE/COR AND VARIOUS FACILITY PERSONNEL INVOLVED WITH UTILITY

SHUT DOWN, INFECTION CONTROLS, OCCUPANT/EMPLOYEE SAFETY, ACCESS

CONTROL, ETC.

ANY INDICATION OF PROJECT LIMITS OR BOUNDARY OF DEMARCATION ARE SHOWN

FOR THE CONVENIENCE OF THE CONTRACTOR, THE FULL SCOPE OF THE PROJECT

LIMIT OF BOUNDARY REQUIRES COORDINATION WITH THE DESIGN SCOPE OF WORK

AND ACCESS TO EXISTING UTILITIES FOR TIE IN.

DRAWINGS ARE PREPARED FROM FIELD VERIFICATION, EXISTING FACILITY DRAWING

BASE FILES, AND USING DIMENSIONS, CONFIGURATIONS AND DETAILS OF SPECIFIC

MANUFACTURERS AS A BASIS OF DESIGN. CONTRACTOR IS RESPONSIBLE FOR

VERIFICATION OF ACTUAL DIMENSIONS, THE COORDINATION OF THE DETAILS WITH THE

PRODUCTS WHICH ARE PROVIDED PER THE SCOPE OF THE SPECIFICATIONS AND THE

SURROUNDING CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS, ROUGH-IN

DIMENSIONS, CONNECTIONS, AND OVERALL INSTALLATION REQUIREMENTS.

CONTRACTOR IS RESPONSIBLE FOR THE COMPLETION OF THE ENTIRE SCOPE OF

WORK OUTLINED IN THE CONTRACT DOCUMENTS. CONTRACTOR IS RESPONSIBLE FOR

THE COORDINATION OF ALL SUB-CONTRACTORS AND THE SCOPE OF WORK THEY

PROVIDE. SUB-CONTRACTORS ARE RESPONSIBLE FOR THEIR FULL SCOPE OF WORK

WITHIN THE CONTRACT DOCUMENTS, TRADES ARE NOT SEGMENTED TO ONLY CERTAIN

SHEETS AND SPECIFICATIONS, CROSS COORDINATION IS REQUIRED.

CONTRACTOR AND SUB-CONTRACTORS ARE BOTH RESPONSIBLE FOR

UNDERSTANDING INFORMATION OUTLINED IN THE SPECIFICATIONS, KEY NOTES,

GENERAL NOTES, LEGEND, CODES, ETC., PROVIDED IN THE CONTRACT DOCUMENTS.

CONTRACTOR AND SUB-CONTRACTORS ARE BOTH RESPONSIBLE FOR PROVIDING AND

MAINTAINING SMOKE/FIRE RATINGS OF NEW CONSTRUCTION AND EXISTING

CONSTRUCTION AS INDICATED ON DRAWINGS. THIS INCLUDES PATCHING

PENETRATIONS IN SHAFTS, WALLS, SLABS AND ROOF. ONLY U.L. AND/OR I.C.B.O.

APPROVED METHODS, MATERIALS AND INSTALLATION ARE ACCEPTABLE.

MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS SHOW INFORMATION IN A

DIAGRAMMATIC FASHION WITHOUT DIMENSIONING. THE GENERAL CONTRACTOR IS TO

COORDINATE THE LOCATIONS OF ALL MECHANICAL, PLUMBING AND ELECTRICAL

EQUIPMENT WITH RESPECT TO THE ARCHITECTURAL AND STRUCTURAL DETAILING OF

SHAFTS, CHASES, CEILING CONSTRUCTION, ETC.

CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS IDENTIFIED AND NOT

IDENTIFIED IN THE CONTRACT DOCUMENTS WITH THE EXISTING AND NEW

CONSTRUCTION ELEMENTS. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION

BETWEEN THE CONTRACT DOCUMENTS, INSTALLED AND UNINSTALLED

CONSTRUCTION BEFORE THE ORDERING OF MATERIALS AND EQUIPMENT. NOTIFY

ARCHITECT AND OWNER’S REPRESENTATIVE/COR OF ANY DISCREPANCIES OR MISSING

DIMENSIONS.

DO NOT SCALE THE DRAWINGS. DRAWING SCALES AS INDICATED ARE FOR GENERAL

ORIENTATION AND CONTEXT ONLY.

THE TERM "ALIGN" MEANS TO INSTALL DIFFERENT/SIMILAR COMPONENTS OF

CONSTRUCTION TO PROVIDE A FLUSH FINISH SURFACE.

ALL DIMENSIONS INDICATED ARE TO FACE OF EXISTING MEMBERS, FACE OF NEW

STRUCTURAL MEMBERS, FACE OF NEW MASONRY, FACE OF NEW STUDS OR COLUMN

GRID LINES UNLESS NOTED OTHERWISE.

FLOOR ELEVATION 0’-0” IS EQUAL TO THE FINISH FLOOR SLAB OF THE EXISTING SLAB

FLOOR CONSTRUCTION.

ROUGH OPENINGS SHALL ALLOW FOR SHIM SPACE.

CONTRACTOR TO PROVIDE WORK WHERE DETAILS AND NOTES ARE IDENTIFIED AS

“TYPICAL” OR “SIMILAR” EACH INSTANCE THAT IS THE SAME IN NATURE TO THE DETAIL,

AREA, OR ITEM REFERENCED.

PROVIDED WORK SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR.

CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF DELIVERY, MOUNTING,

INSTALLATION AND ROUGH-IN.

INSTALLED WORK IS THE CONTRACTOR INSTALLING OWNER FURNISHED MATERIALS

AND EQUIPMENT. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF MATERIAL

DELIVERY, MOUNTING, INSTALLATION AND ROUGH IN.

FURNISHED WORK IS THE CONTRACTOR FURNISHING THE MATERIALS AND EQUIPMENT

TO THE OWNER. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF DELIVERY AND

ROUGH-IN.

ALL PROVIDED WORK SHALL BE WITH NEW MATERIALS UNLESS SPECIFICALLY CALLED

OUT AS SALVAGED OR RELOCATED WITHIN THE CONTRACT DOCUMENTS.

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.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL

UTILITY LINES. LOCATIONS SHOWN ARE APPROXIMATE. REPAIR ALL DAMAGE TO UTILITY

LINES CAUSED BY CONSTRUCTION OPERATIONS AT NO COST TO THE OWNER.

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING AND SHORING

REQUIRED DURING CONSTRUCTION.

CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ADJACENT CONSTRUCTION,

FINISHES, EQUIPMENT, AND TRAVEL ROUTE TO AND FROM THE CONSTRUCTION SITE.

ANY DAMAGE OR UNACCEPTABLE WEAR BY THE CONSTRUCTION TEAM SHALL BE

REPAIRED/REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER.

IN THE CASE OF CONFLICTS OR DISCREPANCIES WITHIN OR AMONG THE CONTRACT

DRAWINGS, THE BETTER QUALITY, MORE STRINGENT REQUIREMENTS OR GREATER

QUALITY OF WORK, AS DETERMINED BY THE GOVERNMENT, SHALL BE PROVIDED.

CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND COORDINATING HARDWARE,

ACCESS CONTROL AND AUTOMATIC OPERATORS ARE PROVIDED WITH COMPLETE

AND COMPATIBLE SYSTEMS. REFER TO DOOR HARDWARE SCHEDULE, HARDWARE

SPECIFICATIONS, AUTOMATIC OPERATOR SPECIFICATIONS, ACCESS CONTROL

SPECIFICATIONS AND ELECTRICAL DRAWINGS.

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

ETR EXISTING TO REMAIN

ARCHITECTURAL ABBREVIATIONS

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

GYP BD GYPSUM 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

MEPF MECHANICAL, ELECTRICAL, PLUMBING,

FIRE PROTECTION (CONDUIT)

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

SECT SECTION

SF SQUARE FOOT

SF CMU SPLIT-FACE CMU

SHR SHOWER

SHT SHEET

SHTG SHEATHING

SIM SIMILAR

SL SLOPE

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

TA TOILET ACCESSORIES

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

ARCHITECTURAL SYMBOLS

X

X

XXXX

SHEET LOCATION

VIEW NUMBER

X X

X

SHEET LOCATION

VIEW NUMBER

XXXX

BUILDING SECTION REFERENCE

SECTION REFERENCE

DRAWING NUMBER

SHEET LOCATION

DRAWING NUMBER

SHEET LOCATION

DRAWING NUMBER

SHEET LOCATION

DETAIL REFERENCE

BUILDING

OBJECT

REFERENCED

OBJECT

REFERENCED

X

XXXX

X

XXXX

ELEVATION REFERENCES

X

XXXX

X

XXXX

SCALE: ??

VIEW TITLE

HANDICAP SYMBOL

N

TRUE NORTH ARROW

ROOM

NEW WALL

NEW WALL TAG

S3.A2

INDICATES STRUCTURAL MATERIAL

INDICATES NOMINAL SIZE

INDICATES CONSTRUCTION

INDICATES TOP OF WALL CONDITION

REFER TO WALL LEGEND

FOR MORE INFORMATION

NEW DOOR101

DOOR TAG

EXISTING DOOR

101 ROOM TAG

1 PLAN NOTE

ALTERNATE/BID DEDUCT ITEM

PT-1 FINISH INDICATION

A STOREFRONT/WINDOW

T GLAZING

ITEMS TO BE DEMOLISHED

DEMOLISHED DOOR

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

25.

26.

27.

INCANDESCENT WALL MOUNTED LIGHTING

INCANDESCENT SURFACE MOUNT LIGHTING

SURFACE MOUNTED FLUORESCENT

RECESSED FLUORESCENT

HVAC RETURN AIR GRILLE

HVAC SUPPLY DIFFUSER

PENDANT LIGHT

ACCESS PANEL

EXIT LIGHTING

S

D

SPEAKER

SMOKE DETECTOR

INCANDESCENT RECESSED LIGHTING

A 9'-0"

CEILING TAG CEILING TYPE

FINISHED CEILING HEIGHT

REFER TO CEILING LEGEND

FOR MORE INFORMATION

EXTENT OF REVISION

REVISION SET

MECH/ELEC ITEMS: REFER TO MEP SHEETS AS APPLICABLE

101 EQUIPMENT/FURNITURE TAG

PROJECT BOUNDARY

BEYOND PROJECT BOUNDARY

REFLECTED CEILING PLAN SYMBOLS

VIEW TITLE

T# TOILET ACCESSORY TAG

S3.A1 3 5/8" METAL STUD TO DECK, INSULATED

5/8" TYPE X GYP BD, BOTH SIDES

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

BEAD OF CONT. SEALANT, BOTH SIDES

SOUND ATTENUATION BATT.

CEILING, RE: RCP SHEETS

2" DEEP LEG 3 5/8" STEEL SLIP TRACK

3 5/8" STEEL STUD TRACK

STEEL STUD WALL BRACING @ 4'-0" O.C. MAX

S3.B1 ONE HOUR RATED 3 5/8" METAL STUD TO DECK, INSULATED

UL DESIGN NO: U419

5/8" TYPE X GYP BD, BOTH SIDES

3 5/8" 25 GA STEEL STUDS @ MAX 24" O.C.

BEAD OF CONT. SEALANT, BOTH SIDES

SOUND ATTENUATION BATT.

CEILING, RE: RCP SHEETS

2" DEEP LEG 3 5/8" STEEL SLIP TRACK

3 5/8" STEEL STUD TRACK

STEEL STUD WALL BRACING @ 4'-0" O.C. MAX

BEAD OF CONT. SEALANT, BOTH SIDES

WALL TYPES LEGEND AND GENERAL NOTES

A.

B.

C.

D.

E.

F.

G.

H.

REFER TO LIFE SAFETY PLAN FOR RATED WALL LOCATIONS.

PROVIDE 5/8" TYPE "X" GYPSUM WALLBOARD FOR ALL WALL

CONSTRUCTION, UNLESS OTHERWISE NOTED.

PROVIDE 5/8" TYPE "X" GYPSUM WALLBOARD IN BULKHEAD

CONSTRUCTION.

PROVIDE 5/8" GREEN BOARD IN SOILED ROOMS, BATH ROOMS, TOILET

ROOMS, ON WALLS BEHIND PLUMBING FIXTURES, AND IN ALL WET

LOCATIONS.

PROVIDE 5/8" GREEN BOARD BEHIND CERAMIC WALL TILE.

COORDINATE LOCATIONS WITH FINISH WALL PLANS.

PROVIDE CORNER AND END WALL FRAMING AS DETAILED.

PROVIDE 5/8" IMPACT RESISTANT GYPSUM WALLBOARD IN LOCATIONS

DESIGNATED LEVEL IV & V. SEE SHEET GI104 PATIENT SAFETY RISK

ASSESSMENT PLAN FOR MORE INFORMATION.

ALL WOOD BLOCKING TO BE FIRE-RETARDANT TREATED WOOD.

S6.A1 6" METAL STUD TO DECK, INSULATED

5/8" TYPE X GYP BD, BOTH SIDES

6" STEEL STUDS @ 16" O.C.

BEAD OF CONT. SEALANT, BOTH SIDES

SOUND ATTENUATION BATT.

CEILING, RE: RCP SHEETS

2" DEEP LEG 6" STEEL SLIP TRACK

6" STEEL STUD TRACK

STEEL STUD WALL BRACING @ 4'-0"

O.C. MAX

BOTTOM OF DECK = 10'-0" +/- VIF

S3.F1 3 5/8" METAL STUD TO DECK, GYPSUM BOARD ONE SIDE, INSULATED

5/8" TYPE X GYP BD, FINISH SIDE

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

BEAD OF CONT. SEALANT

SOUND ATTENUATION BATT.

CEILING, RE: RCP SHEETS

2" DEEP LEG 3 5/8" STEEL SLIP TRACK

3 5/8" STEEL STUD TRACK

STEEL STUD WALL BRACING @ 4'-0" O.C. MAX

S6.F1 3 5/8" METAL STUD TO DECK, GYPSUM BOARD ONE SIDE, INSULATED

5/8" TYPE X GYP BD

6" STEEL STUDS @ 16" O.C.

BEAD OF CONT. SEALANT

SOUND ATTENUATION BATT.

CEILING, RE: RCP SHEETS

2" DEEP LEG 6" STEEL SLIP TRACK

6" STEEL STUD TRACK

STEEL STUD WALL BRACING @ 4'-0" O.C. MAX

S3.A4 3 5/8" METAL STUD TO 12" ABOVE CEILING GRID, NON-INSULATED

CEILING, RE: RCP SHEETS

5/8" TYPE X GYP BD, BOTH SIDES

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

BEAD OF CONT. SEALANT, BOTH SIDES

3 5/8" STEEL RUNNER

3 5/8" STEEL STUD TRACK

M

IN

S3.G1 SMOKE PARTITION 3 5/8" METAL STUD TO DECK, INSULATED

5/8" TYPE X GYP BD, BOTH SIDES

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

BEAD OF CONT. SEALANT, BOTH SIDES

SOUND ATTENUATION BATT.

CEILING, RE: RCP SHEETS

2" DEEP LEG 3 5/8" STEEL SLIP TRACK

3 5/8" STEEL STUD TRACK

STEEL STUD WALL BRACING @ 4'-0" O.C. MAX

S6.G1 SMOKE PARTITION 6" METAL STUD TO DECK, INSULATED

5/8" TYPE X GYP BD, BOTH SIDES

6" STEEL STUDS @ 16" O.C.

BEAD OF CONT. SEALANT, BOTH SIDES

SOUND ATTENUATION BATT.

CEILING, RE: RCP SHEETS

2" DEEP LEG 6" STEEL SLIP TRACK

6" STEEL STUD TRACK

STEEL STUD WALL BRACING @ 4'-0"

O.C. MAX

BOTTOM OF DECK = 14'-4" +/- VIF

S6.B1 ONE HOUR RATED 6" METAL STUD TO DECK, INSULATED

UL DESIGN NO: U419

5/8" TYPE X GYP BD, BOTH SIDES

6" STEEL STUDS @ 16" O.C.

BEAD OF CONT. SEALANT,

BOTH SIDES

SOUND ATTENUATION BATT.

CEILING, RE: RCP SHEETS

2" DEEP LEG 6" STEEL SLIP TRACK

6" STEEL STUD TRACK

STEEL STUD WALL BRACING @ 4'-0"

O.C. MAX

BOTTOM OF DECK = 14'-4" +/- VIF

M8.B1

EPOXY

8" X 8" X 16" CMU

PROVIDE 1" MIN GAP TO

ALLOW FOR SLIP MOVEMENT

ONE HOUR RATED 8" CMU WALL

UL DESIGN NO: U905

STEEL ANGLE, RE: STRUCT

DOWEL, RE: STRUCT FOR

WALL REINFORCEMENT

M8.F1

EPOXY

8" X 8" X 16" CMU

PROVIDE 1" MIN GAP TO

ALLOW FOR SLIP MOVEMENT

ONE HOUR RATED 8" CMU WALL

UL DESIGN NO: U905

STEEL ANGLE, RE: STRUCT

DOWEL, RE: STRUCT FOR WALL

REINFORCEMENT

SECTION

SECTION

PLAN

7/8" STEEL FURRING HAT

CHANNEL @ 24" O.C.

7/8" STEEL FURRING HAT

CHANNEL @ 24" O.C.

5/8" TYPE 'X' GYP BD

M8.G1

EPOXY

8" X 8" X 16" CMU

PROVIDE 1" MIN GAP TO

ALLOW FOR SLIP MOVEMENT

SMOKE RATED 8" CMU WALL, FURRING BOTH

SIDES

STEEL ANGLE, RE: STRUCT

DOWEL, RE: STRUCT FOR

WALL REINFORCEMENT

SECTION

SECTION

PLAN

7/8" STEEL FURRING HAT

CHANNEL @ 24" O.C.

7/8" STEEL FURRING HAT

CHANNEL @ 24" O.C.

5/8" TYPE 'X' GYP BD

DOWEL, RE: STRUCT FOR

WALL REINFORCEMENT

M8.C1

EPOXY

8" X 8" X 16" CMU

PROVIDE 1" MIN GAP TO

ALLOW FOR SLIP MOVEMENT

SMOKE RATED 8" CMU WALL, FURRING ONE SIDE

STEEL ANGLE, RE: STRUCT

SECTION

SECTION

PLAN

7/8" STEEL FURRING HAT

CHANNEL @ 24" O.C.

7/8" STEEL FURRING HAT

CHANNEL @ 24" O.C.

5/8" TYPE 'X' GYP BD

S6.H1 6" METAL STUD TO DECK, INSULATED

5/8" TYPE X GYP BD

6" STEEL STUDS @ 16" O.C.

BEAD OF CONT. SEALANT,

BOTH SIDES

R-21 BATT INSULATION

CEILING, RE: RCP SHEETS

2" DEEP LEG 6" STEEL

SLIP TRACK

6" STEEL STUD TRACK

STEEL STUD WALL BRACING

@ 4'-0" O.C. MAX

BOTTOM OF DECK = 10'-0" +/- VIF

1-1/2" RIDGED INSULATION. R-7.5

5/8" GLASS MAT SHEATHIBG W/ FLUID

APPLIED AIR BARRIER

WALL TAG LEGEND X#.X#

INDICATES STRUCTURAL MATERIAL

S = STEEL

M = MASONRY

W = WOOD

INDICATES NOMINAL SIZE

INDICATES GYPSUM BOARD INSTALLATION

AND RATING WHERE APPLICABLE

INDICATES TOP OF WALL

CONDITION

1 = INSULATED TO DECK

2 = NON-INSULATED TO DECK

3 = INSULATED TO 1' - 0"

ABOVE CEILING

4 = NON-INSULATED TO 1' - 0"

ABOVE CEILING

FOR EXAMPLE:

A = GWB BOTH SIDES TO DECK

B = 1 HR RATED CONSTRUCTION

C = 2 HR RATED CONSTRUCTION

F = FURRING STRIPS / GWB 1 SIDE

*SEE WALL TYPES FOR PROJECT SPECIFIC

CONSTRUCTION

L I

CE

NSED

ARCHITECT

JOSEPH J GUIDROZ

001-017130

S

TATE

OF I LL

IN

O I S

Drawing Title

Approved for Design Concept:

Project Title

Date

Location

Checked By:

Building Number

Sheet Number

Drawing Number

Drawn By:

Revisions: Date

ARCHITECT/ENGINEERS:

VA ILLIANA - DANVILLE, IL

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

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

MARK SHOVIAK, COR 550-317

MEP Engineer

GUIDON DESIGN INC.

905 N. CAPITOL AVE. SUITE 100 | INDIANAPOLIS, IN. 46204

317.800.6388 | WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

PROJECT LEAD

Architect, Structural Engineer, Civil Engineer

VA ILLIANA HEALTH CARE SYSTEM

1900 EAST MAIN STREET

DANVILLE, ILLINOIS 61832

OF 118

C U s e rs

\t a tk in s o n \D o c u m e n ts

\1 .1

V

A D a n v ill e In p a ti e n t M

H T

A T

K

IN

S O

N

G U

ID

O

N D

E S

IG

N

.C O

M .r v t

100% SUBMISSION

AS001

TAAJJG

ARCHITECTURAL SYMBOLS AND

ABBREVIATIONS

2017/11/21

AE CONSTRUCT NEW INPATIENT

MENTAL HEALTH BUILDING

A

C E F

SA

SB

B

B

D

D

NA

NB

S5

S4

S3

S1

N5

N4

N3

N1

S2 N2

LOBBY

TOILET

SOILED UTILITY

CLEAN STOR

RECEIVING

MECH

EMS STOR

EQUIP STOR

PATIENT STOR

TELECOM

ELEC

ENTRY

INTAKE

117INTAKE EXAM

BED BUG

TOILET

LAUNDRY

LAUNDRY

CLEAN LINEN

CONSULT

CONSULT

QUIET

TOILET

TOILET

TOILET

TOILET

TOILET

TOILET

TOILET

BARIATRIC/ADA 3

PATIENT 12

PATIENT 14

PATIENT 15

PATIENT 13

PATIENT 11

PATIENT 10

GROUP

DAY

FITNESS

TOILET

SOILED LINEN

JANITOR

PATIENT 8

PATIENT - DOUBLE

PATIENT 9

PATIENT 7

PATIENT-DOUBLE

BARIATRIC/ADA 2

TOILET

TOILET

TOILET

TOILET

TOILET

CLEAN STORAGE

NOURISHMENT

DINING

CONSULT

TOILET

TOILET

TOILET

TOILET

TOILET

TOILET

TOILET

TOILET

PATIENT 6

PATIENT 5

PATIENT 4

PATIENT 2

PATIENT 1

PATIENT 3

BARIATRIC/ADA 1

TREATMENT

EXAM

ANTE RM

RESTRAINT

CONSULT

MEDS

NURSE MANAGER

ON-CALL

ON-CALL TOILET

NURSE WORK AREA

WARD CLERK

VISITATION

CONFERENCE

NURSING MOTHER

RM

SOCIAL WORK

STAFF HALLWAY

LOUNGE

STAFF TOILET

STAFF TOILET

WAITING

OPEN

WORKSTATIONS

PRINT AREA

PROVIDER OFFICE

PROVIDER OFFICE

CORRIDOR

CORRIDOR

SALLY PORT

CORRIDOR

CORRIDOR

CORRIDOR

CORRIDOR

COMPUTER STATION

/2

25' - 2 1/2" 6' - 3 1/4" 12' - 2 3/8" 10' - 0 5/8" 8' - 11 1/4" 2' - 1 3/8" 18' - 2 1/8" 18' - 2"

6' - 7 3/4"

19' - 9" 23' - 5"

101' - 1 1/2"

/2

7'

/4

9'

"1'

/8

6'

3'

3'

1'

5/ 8"

2'

18' - 5 1/4"

19' - 0

16' - 0

17' - 6

70' - 1 1 1/4"

6 1/2"

33' - 6 1/2"

6 1/2"

/4

/2

/2

3" 37' - 5 1/2" 3"

18' - 11 1/4"

21' - 0"

16' - 0"

15' - 0"

70' - 11 1/4"

AS201

AS201

AS202

AS202

AS202

AS202

AS202

AS201

AS201

AS202

AS201

5 AS201

/4

PHONE STATION

208B

122A

201 200

109A

106105 107 108

113 112114

118 117

194A

192A

167B

166A

S3.B1S3.B1

S3.B1S3.B1

S3.B1

S6.B1 S6.B1

AS202

115A

AS202

186A

167A

136A

122B

3'

/2

/4

/4

8'

/4

136B

186B

110A

MECH

110A

B.2 G H K

6.7

6.3

B.4 D.2

167C

208A

192B

194B 194C

3"

7'

3/

4" 5'

7/ 8"

6'

/8

5'

7/

8" 7'

1/ 8"

3"

2'

7/

8"

2'

7/

8"

2'

7/

8"

5'

1/

4"

3" 10' - 6"

5' - 11"2' - 3 1/2"

3' - 9 3/4"

9' - 9 3/4"

7' - 4 1/2"2' - 6 1/2" 5' - 1"

5' - 3 1/4"

3' - 1 1/4"

6' - 6 1/2"

8' - 8 1/2"

11' - 2 1/4"

7' - 1"

1' - 8 1/2"

7' - 9"

7' - 3" 2' - 3 1/8"

4' - 4 1/4"

3' - 10 1/8"

5' - 6 1/2"

8' - 3 1/2"

9' - 10 5/8"

2' - 9 7/8"

2' - 9 3/8"

5' - 4 7/8"

10' - 5 7/8"

3"

6' - 9 1/2"

3" 5' - 9 1/8" 4' - 0 1/8" 5' - 4 7/8" 6' - 11 1/2" 5' - 6 5/8"

4' - 2" 5' - 1 1/4"

3"

8' - 9 7/8" 6' - 4 1/4"

6' - 0 5/8" 8' - 9 7/8"

5' - 4 7/8" 2' - 4 1/2"

7' - 5"

2' - 4 3/8"

5' - 1 1/8"

3"

/8

6'

/8

6'

/4

7'

/8

7'

/8

6'

1'

3/ 8"

5'

5'

/4

3" 3"

/4

5'

5'

/8

8'

/4

7'

/2

1'

/4

5'

3/ 4"

5'

/8

5'

/4

9'

/8

3"5' - 4 7/8"

2' - 4 7/8"

5' - 4 7/8" 6' - 10 7/8"

5' - 4 7/8" 2' - 4 7/8" 5' - 1 1/4"

3"

2' - 1 5/8"

3' - 0"

3"

10' - 2 3/8"

5' - 3 1/4"

2' - 8 5/8"

2' - 6

9' - 9 3/8"

6' - 8 1/2"

3' - 1 1/4"

5' - 3 1/4"

5' - 3 1/4"

2' - 4 1/4"

7' - 5 1/2"

10' - 0 1/2"

5' - 8 1/4"

3"

10' - 4 3/4"

5' - 1 0 7/8"

6' - 7 1/4"

13' - 5 1/2"

9 3/4"

8' - 1 1 1/2"

6' - 1 0 7/8"

1 5/8"

7' - 1 0 3/8"

9' - 1 0 7/8"

9' - 1 0 1/2"

7' - 8 7/8"

3" 10' - 2 3/4" 14' - 8 3/4" 3" 10' - 5 1/8" 6' - 4 7/8" 11' - 5 1/4" 1 7/8" 8' - 6" 9' - 3 3/4" 11' - 3 1/4" 3' - 11 3/8" 13' - 11 3/4" 3"

3' - 3 1/2"

4' - 4 7/8" 6' - 8 1/2" 5' - 6 7/8"

15' - 11"

4 3/8" 5' - 3 1/2"

1' - 4 1/2"

8' - 5 3/8"

5' - 2 1/4"

1' - 8" 7' - 3 1/4" 8' - 11 3/4"

3" 25' - 2 1/2" 10' - 7 1/8" 7' - 8 7/8"

1' - 11 3/4" 1' - 1 1/8" 7' - 0 3/8"

2' - 3 3/4"

4' - 10 7/8" 5' - 5 1/4"

3' - 4 7/8" 1' - 2 3/4"

11' - 4 3/8" 8' - 10 1/4" 3" 8' - 10" 1' - 7 1/8"

2' - 11 7/8"

1' - 3 5/8"

1' - 3 5/8"

4' - 10"

5' - 4"

10 3/4"

1' - 3 3/4"

4'

0"

2'

5/ 8"

1'

/4

6'

/8

1'

/4

5'

/8

1' - 1 0"

1' - 3 3/4"

2' - 8 3/4"

1' - 3 3/4"

1' - 3 1/2"

1' - 3 3/4"

3" 9'

/8

7'

/4

2'

/8

/4

/8

6'

/8

3"

4'

/4

4'

/8

5'

/8

/8

8'

/8

3" 9'

/2

0"

1'

/8

5'

/4

1'

6'

/8

/8

7/ 8"

1'

/2

3"

/8

3'

/8

6'

/8

9'

3/

4" 7'

/4

1'

/8

7'

/8

1/

2"

2'

/4

1' - 4 1/8"

3' - 4"

7'

/8

4'

7/ 8"

4'

/8

8'

/8

3'

3/

4"

2'

7/

8"

60° 60°

2' - 8 7/8"

9' - 3 1/8"

/4

/4

3' - 8 5/8" 3' - 0"

12' - 2 5/8"

5' - 9 3/8" 3' - 0"

7' - 4"

3' - 0"

1' - 10 5/8" 16' - 0" 1' - 3 3/8"

3' - 0" 5' - 4 3/8"

3' - 0"

2' - 4 1/4"

3"

/4

6'

0"

/4

3"

3' - 8 7/8" 3' - 0"

12' - 2 3/8"

6' - 9 1/2" 3' - 0"

6' - 2"

3' - 0" 2' - 0 1/2"

16' - 0"

1' - 5 1/2"

3' - 0" 3' - 4"

3' - 0" 3' - 11 1/2"

5'

/8

3'

5/ 8"

2'

/2

3'

4'

7/ 8"

3'

4'

3'

1'

/8

3'

/8

3'

3'

1'

/8

3'

3/ 8"

3'

4'

3'

7'

5/ 8"

9'

/8

3'

5'

3'

3'

/8

3"

S6.A1

S6.A1

S6.A1

S6.A1

S6.A1

S3.B1S3.B1

S3.B1S3.B1

S6.A1

S6.A1

S6.A1

S6.A1

S6.A1

S6.A1

S6.G1

S3.B1 S3.F1S3.F1S3.F1

M8.C1

S3.G1S3.G1

S3.G1

S3.B1

M8.B1

M8.B1M8.B1 M8.B1M8.B1

S3.B1S3.B1S3.B1

S3.B1 M8.B1

M8.B1

M8.B1

M8.B1

TYP

TYP

NURSE STATION

148A

AS201

3' - 6 5/8"

3' - 0

11' - 1 0 5/8"

5' - 5 3/8"

3' - 0

6' - 0

3' - 0

1' - 6 5/8"

16' - 0

2' - 5 3/8"

3' - 0

5' - 8

3' - 0

1' - 1 0 5/8"

3' - 0

13' - 6 5/8"

9' - 1 3/8"

3' - 0

6' - 1 0 5/8"

2' - 1 3/8"

3' - 0

10' - 1 0 5/8"

2' - 1 3/8"

3' - 0

6' - 6

3' - 0

2' - 1 0 5/8"

1' - 5 3/8"3' - 0

2' - 1 3/4"

M8.G1

S6.G1

S3.G1

S3.G1

S3.G1

S3.B1

S3.B1S3.B1

S3.G1

S3.B1S3.B1S3.B1

S6.G1

S3.G1

S3.G1

7 1/2"

S3.G1S3.G1

S3.G1

S3.G1S3.G1

S3.G1S3.G1

S3.G1S3.G1

S3.G1S3.G1

S3.G1

S3.G1

S3.G1S3.G1

S3.G1S3.G1S3.G1S3.G1

S3.G1

S3.G1S3.G1

S3.G1

S3.G1

S3.G1

S3.G1

S3.G1 S3.G1

S3.A4

S3.A4

S6.G1

S6.G1

S3.G1

S6.G1

S3.G1

S3.G1

S3.G1

S3.G1S3.G1

S3.G1

S3.G1

S3.G1

S3.G1

S3.G1S3.G1

S3.G1

S3.G1

S6.A1

S6.A1

S6.A1

S6.A1

S3.G1

S3.G1

S6.G1

S3.G1

S3.G1

S3.G1 S3.G1 S3.G1

S3.G1

M8.G1

S3.A4

S6.B1 S3.B1

S6.A1

S6.G1

7'

/4

/2

1'

/2

3'

6'

3'

6'

3'

4'

/2

3" 1' - 9"

AS202

AS202

11' - 7 7/8"

109B

1'

2' - 4 5/8" 1'

/2

8'

/4

5' - 5 1/4"

2'

/4

2'

10' - 3 1/2"

6' - 1 1/4"

5' - 3 1/4"

S6.A1

5'

7/

8"

1' - 9 5/8"

5' - 8 3/4"

8'

/4

1' - 9"

3"

M8.G1M8.G1

M8.F1

120° 120°

S6.A1

S6.A1

115B

166B

E Q

E Q

H

3" 4' - 5 7/8"

4'

/2

S6.B1

S3.B1

S3.G1

S3.G1S3.G1

S3.B1

S3.B1

S3.B1

4' - 7 1/2" 4' - 0" 4' - 5 3/8"

S3.F1

1 1/2"

12' - 4 1/4" 3"

8 3/4"

4'

/8

1'

15' - 8 3/4" 6' - 0" 15' - 8 3/4"

1' - 4 1/4"

4' - 4 3/4"

3"

6'

1/

8"

3' - 9 1/4"

13' - 9 1/4"

6' - 0"

13' - 9 1/4"

1' - 6 1/2"

135° 135°

S6.A1

S6.A1

S6.A1

1'

DIMENSION FLOOR PLAN GENERAL NOTES

DIMENSION FLOOR PLAN NOTES

1.

2.

3.

4.

5.

6.

ALIGN FINISH FACE OF WALL, BOTH SIDES WHERE APPLICABLE.

INDICATES ROOF CANOPY ABOVE.

48" X 48" STEEL ACCESS DOOR

SEE FOR MORE INFORMATION.

FENCE. REFERENCE CIVIL

CONCRETE

ALL DIMENSIONS SHOWN ARE TO FACE OF WALL FRAMING/ MASONRY UNLESS NOTED

OTHERWISE. DIMENSIONS DESIGNATES AS "CLR" OR "CLEAR" INDICATE A CLEAR DIMENSION

FROM FACE OF FINISH TO FACE OF FINISH.

VERIFY EXISTING FIELD CONDITIONS PRIOR TO BEGINNING WORK, AND REPORT

DISCREPANCIES IMMEDIATELY TO ARCHITECT FOR CLARIFICATION.

PROVIDE CONTROL JOINT IN ALL GYPSUM BOARD WALLS GREATER THAN 30' LONG.

PROVIDE CONTROL JOINTS AT CORNERS OF DOORS OR WINDOWS.

WHERE NO DIMENSION IS INDICATED, FINISH DOORS 6" FROM EDGE OF STUD FRAMING AT

CORNERS UNLESS OTHERWISE NOTED.

ALL NEW PARTITIONS ARE WALL TYPE S3.A1 UNLESS NOTED OTHERWISE. REFER TO WALL

TYPE GENERAL NOTES AS001 FOR WALL BOARD MATERIAL.

NON-RATED WALL CONSTRUCTION THAT FORMS CHASE AREAS DOES NOT REQUIRE GYPSUM

BOARD INSTALLATION ON INTERIOR OF CHASE WALL. REFER TO WALL TYPE S3.F1.

COLUMN DIMENSIONS ARE FOR REFERENCE AND SHALL BE VERIFIED IN THE FIELD.

PROVIDE 5/8" IMPACT RESISTANT GYPSUM WALLBOARD IN LOCATIONS DESIGNATED LEVEL IV

& V. SEE SHEET GI104 PATIENT SAFETY RISK ASSESSMENT PLAN AND WALL TYPES ON

SHEET AS001 FOR MORE INFORMATION.

PROVIDE 5/8" GREEN BOARD IN SOILED ROOMS, BATH ROOMS, TOILET ROOMS, ON WALLS

BEHIND PLUMBING FIXTURES, AND IN ALL WET LOCATIONS. SEE WALL TYPES ON SHEET

AS001 FOR MORE INFORMATION.

REFER TO ENLARGED FLOOR PLANS FOR ADDITIONAL DIMENSIONS FOR TOILET AND BATH

ROOMS.

DIMENSIONS INDICATED AS 'VIF' MAY INCREASE OR DECREASE. ALL OTHER DIMENSIONS

WITHIN THE DIMENSION STRING MUST BE MAINTAINED.

PROVIDE BLOCKING AND STRAPPING FOR WALL MOUNTED CASEWORK, FURNITURE, AND

ACCESSORIES. COORDINATE WITH FLOOR PLANS, SCHEDULES, ELEVATIONS, AND

ENGINEERING DRAWINGS FOR FULL SCOPE OF WORK.

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

L.

M.

5 / AS312

C

D

NA

MECH ATTIC

B.2

OPEN TO BELOW

UNOCCUPIED ATTICUNOCCUPIED ATTIC

UNOCCUPIED ATTIC

3' - 7 3/8" 22' - 3" 8' - 1 1/4" 10 1/8" 9' - 2 3/8"

S6.H1

S6.H1

AS511

S6.H1

S6.H1

33' - 11 1/2"

/2

1'

/8

/2

1'

1/ 2"

AS501

S6.H1

S6.H1S6.H1

S6.H1

4'

/4

26' - 0 1/4"

L I

CE

NSED

ARCHITECT

JOSEPH J GUIDROZ

001-017130

S

TATE

OF I LL

IN

O I S

Drawing Title

Approved for Design Concept:

Project Title

Date

Location

Checked By:

Building Number

Sheet Number

Drawing Number

Drawn By:

Revisions: Date

ARCHITECT/ENGINEERS:

VA ILLIANA - DANVILLE, IL

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

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

MARK SHOVIAK, COR 550-317

MEP Engineer

GUIDON DESIGN INC.

905 N. CAPITOL AVE. SUITE 100 | INDIANAPOLIS, IN. 46204

317.800.6388 | WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

PROJECT LEAD

Architect, Structural Engineer, Civil Engineer

VA ILLIANA HEALTH CARE SYSTEM

1900 EAST MAIN STREET

DANVILLE, ILLINOIS 61832

OF 118

C U s e rs

\t a tk in s o n \D o c u m e n ts

\1 .1

V

A D a n v ill e In p a ti e n t M

H T

A T

K

IN

S O

N

G U

ID

O

N D

E S

IG

N

.C O

M .r v t

100% SUBMISSION

AS101

TAAJJG

DIMENSION FLOOR PLAN

2017/11/21

AE CONSTRUCT NEW INPATIENT

MENTAL HEALTH BUILDING

SCALE: 1/8" = 1'-0"AS101

1 DIMENSION FLOOR PLAN

N

N

PROJECT

NORTH

TRUE

NORTH

SCALE: 1/8" = 1'-0"AS101

3 ATTIC PLAN

N

N

PROJECT

NORTH

TRUE

NORTH

REF.REF.

DN

R E

F

CONSTRUCTION GENERAL NOTES

CONSTRUCTION PLAN NOTES

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

PROVIDE BLOCKING 60"-80" AFF AND 24" TO EITHER SIDE OF LCD SCREEN

MOUNTING CENTER LINE. COORDINATE ELECTRICAL AND DATA ROUGH IN WITH

ENGINEERING DRAWINGS.

BRONZE ANODIZED ALUM 6" X 6" X 48" BOLLARD LOCATION FOR AUTOMATIC DOOR

OPERATOR DOOR ACTUATOR. REFER TO DOOR SCHEDULE AND ENGINEERING

DRAWINGS FOR ADDITIONAL INFORMATION. SEE DETAIL FOR MOUNTING

INFORMATION.

SECURITY FENCE, REFERENCE CIVIL

CONCRETE SIDEWALK, REFERENCE CIVIL

EDGE OF ROOF ABOVE

PROVIDE PARTITION TYPE M8.F1 ABOVE DOOR

REFERENCE DETAILS & FOR MORE INFORMATION

SEE DETAIL FOR SHOWER BASIN SECTION DETAIL.

PROVIDE DOWNSPOUT BOOT. RE: CIVIL FOR ADDITIONAL INFORMATION.

FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER.

DRINKING FOUNTAIN. RE: PLUMBING DRAWINGS

48" X 48" STEEL ACCESS DOOR

REFERENCE STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL FOR

COORDINATION ITEMS. COORDINATE AS REQUIRED INCLUDING NECESSARY

FRAMING, BLOCKING, ETC.

VERIFY EXISTING FIELD CONDITIONS PRIOR TO BEGINNING WORK, AND

REPORT DISCREPANCIES IMMEDIATELY TO ARCHITECT FOR CLARIFICATION.

ALL HANDRAILS SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE

WITH ALL REQUIREMENTS OF AMERICANS WITH DISABILITIES ACT

GUIDELINES AND ALL CODES AND REGULATIONS HAVING JURISDICTION, THE

MOST STRINGENT SHALL PREVAIL.

PROVIDE MINIMUM CLEARANCES AT ALL DOORS PER ADA REQUIREMENTS.

WHERE NO DIMENSION IS INDICATED, FINISH DOORS 6" FROM EDGE OF STUD

FRAMING AT CORNERS UNLESS OTHERWISE NOTED.

REFER TO SHEET AQ101 FOR EQUIPMENT SCHEDULE AND INFORMATION.

REFER TO SHEET AS501 FOR ACCESSORIES TO BE PROVIDED IN THE

TOILET/BATH ROOMS AND AT THE HAND LAVATORIES.

LEVEL AND INFILL FLOOR SLAB TO RECEIVE NEW FLOORING. REFER TO

SPECIFICATIONS AND FLOORING MANUFACTURE'S TOLERANCES FOR

ADDITIONAL INFORMATION.

PROVIDE METAL PLATE ON UNDERSIDE OF FLOOR SLAB WHERE CONCRETE

INFILL IS REQUIRED AND CHIP AWAY CONCRETE AT FLOOR LEVEL TO CREATE

A SLOPED OPENING/LIP TO PATCH PENETRATIONS AND PREVENT CONCRETE

INFILL CORE FROM FALLING THROUGH OPENING TO FLOOR BELOW.

A.

B.

C.

D.

E.

F.

G.

H.

I.

12 / AS501

7 / AS501 8 / AS501

16 / AS501

A

C E F

SA

SB

B

B

D

NA

NB

S5

S4

S3

S1

N5

N4

N3

N1

S2 N2

LOBBY

101 TOILET

SOILED UTILITY

CLEAN STOR

RECEIVING

MECH

EMS STOR

EQUIP STOR

PATIENT STOR

TELECOM

ELEC

ENTRY

INTAKE

INTAKE EXAM

BED BUG

TOILET

LAUNDRY

LAUNDRY

CLEAN LINEN

CONSULT

CONSULT

QUIET

TOILET

TOILET

TOILET

TOILET

TOILET

TOILET

TOILET

BARIATRIC/ADA 3

PATIENT 12

PATIENT 14

PATIENT 15

PATIENT 13

PATIENT 11

PATIENT 10

GROUP

DAY

FITNESS

TOILET

SOILED LINEN

JANITOR

PATIENT 8

PATIENT - DOUBLE

PATIENT 9

PATIENT 7

PATIENT-DOUBLE

BARIATRIC/ADA 2

TOILET

TOILET

TOILET

TOILET

TOILET

CLEAN STORAGE

NOURISHMENT

DINING

CONSULT

TOILET

TOILET

TOILET

TOILET

TOILET

TOILET

TOILET

PATIENT 6

PATIENT 5

PATIENT 4

PATIENT 2

PATIENT 1

PATIENT 3

BARIATRIC/ADA 1

TREATMENT

EXAM

ANTE RM

RESTRAINT

CONSULT

MEDS

NURSE MANAGER

ON-CALL

ON-CALL TOILET

NURSE WORK AREA

WARD CLERK

VISITATION

CONFERENCE

NURSING MOTHER

RM

SOCIAL WORK

STAFF HALLWAY

LOUNGE

STAFF TOILET

STAFF TOILET

WAITING

OPEN

WORKSTATIONS

PRINT AREA

PROVIDER OFFICE

PROVIDER OFFICE

CORRIDOR

CORRIDOR

SALLY PORT

CORRIDOR

CORRIDOR

CORRIDOR

CORRIDOR

COMPUTER STATION

AS201

AS201

AS201

AS202

AS202

AS202

AS202

AS202

AS201

AS201

AS202

AS201

5 AS201

TOILET

PHONE STATION

AS401

AS401

AS401

AS401

AS401

106105 107 108

109A

113114

117118

122A

122B

192B

192A

208B

194A

201 200

166A

AS202

7 AS202

136A186A

115A

167A

AS401

AS401

AS401

167B

AS403

AS403

AS311

AS311

AS311

AS311

B.2 G H K

6.7

6.3

B.4 D.2

167C

AS403

AS403

AS403

AS403

SI

M

AS403

13 AS403

NURSE STATION

148A

AS401

AS403

AS403

AS403

136B

AS201

194B 194C

110A

G

G

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

B

B

B

A

C

D E

AS202

AS202

186B

109B

AS312SF1

AS511

115B

AS312

AS312

AS312

AS311

166B

8 TYP

8 TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

AS501

AS312

AS501

AS501

TYP

AS501

11 11

AS603

AS312

AS312

AS501

AS403

AS403

SF15

SF14 SF14

C

D

NA

B.2

MECH ATTIC

OPEN TO BELOW

UNOCCUPIED ATTICUNOCCUPIED ATTIC

UNOCCUPIED ATTIC

AS511

AS501 13

3" 3' - 0" 3"

3' - 6"

3"

3" X 3" ALUM SIGN POST

COLOR: BLACK (MP05732)

EXTRUDED ALUM SIGN

COLOR: CREAM

MATCH EXISTING COLOR

3" X 3" ALUM SIGN POST ABOVE

COLOR: BLACK (MP05732)

NOTE: SIGNAGE TO MATCH FACILITIES STANDARD AND VA SIGNAGE DESIGN GUIDE,

DECEMBER 2012. INFORMATION PROVIDED IS FOR REFERENCE ONLY.

REFER TO CIVIL PLAN FOR SIGN LOCATION ON SITE.

L I

CE

NSED

ARCHITECT

JOSEPH J GUIDROZ

001-017130

S

TATE

OF I LL

IN

O I S

Drawing Title

Approved for Design Concept:

Project Title

Date

Location

Checked By:

Building Number

Sheet Number

Drawing Number

Drawn By:

Revisions: Date

ARCHITECT/ENGINEERS:

VA ILLIANA - DANVILLE, IL

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

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

MARK SHOVIAK, COR 550-317

MEP Engineer

GUIDON DESIGN INC.

905 N. CAPITOL AVE. SUITE 100 | INDIANAPOLIS, IN. 46204

317.800.6388 | WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

PROJECT LEAD

Architect, Structural Engineer, Civil Engineer

VA ILLIANA HEALTH CARE SYSTEM

1900 EAST MAIN STREET

DANVILLE, ILLINOIS 61832

OF 118

C U s e rs

\t a tk in s o n \D o c u m e n ts

\1 .1

V

A D a n v ill e In p a ti e n t M

H T

A T

K

IN

S O

N

G U

ID

O

N D

E S

IG

N

.C O

M .r v t

100% SUBMISSION

AS102

TAAJJG

CONSTRUCTION FLOOR PLAN

2017/11/21

AE CONSTRUCT NEW INPATIENT

MENTAL HEALTH BUILDING

SCALE: 1/8" = 1'-0"AS102

2 CONSTRUCTION FLOOR PLAN

N

N

PROJECT

NORTH

TRUE

NORTH

SCALE: 1/8" = 1'-0"AS102

4 ATTIC PLAN

N

N

PROJECT

NORTH

TRUE

NORTH

SCALE: 1" = 1'-0"AS102

5 BUILDING SIGN 140 - PLAN

VS

OS

OS

VS

VS

VS

LV

VS

LS

LS

LS

LS

LS

LS

LS

LS

LS

OS

OS

VS VS VS VS

OS

OS

OS

OS

OS

OS

OS

OS

OS

OS

OS

OS

OS

OS

OS

OS

OS

OS

OS

A

C E F

SA

SB

B

B

D

NA

NB

S5

S4

S3

S1

N5

N4

N3

N1

S2 N2

PATIENT 2

TOILET

TOILET

PATIENT 1

TOILET

179 TOILET

PATIENT 3

BARIATRIC/ADA 1

PATIENT 4

PATIENT 5

TOILET

TOILET

171 PATIENT 6

CONSULT

TOILET

TREATMENT

EXAM

TOILET

ANTE RM

RESTRAINT

CONSULT

NURSE WORK AREA

WARD CLERK

MEDS

NURSE MANAGER

PROVIDER OFFICE

PROVIDER OFFICE

205 PRINT AREA

ON-CALL

ON-CALL TOILET

NURSING MOTHER

RM

SOCIAL WORK

VISITATION

CONFERENCE

STAFF HALLWAY

LOUNGE

OPEN

WORKSTATIONS

STAFF TOILET

STAFF TOILET

WAITING

LOBBY

TOILET

SOILED UTILITY

CLEAN STOR

EQUIP STOR

EMS STOR

RECEIVING

MECH

CORRIDOR

ELEC

TELECOM

PATIENT STOR

ENTRY

CORRIDOR

INTAKE

INTAKE EXAM

TOILET

LAUNDRY

SALLY PORT

LAUNDRY

CLEAN LINEN

CONSULT

CONSULT

QUIET

TOILET

BARIATRIC/ADA 3

PATIENT 12

TOILET

TOILET

PATIENT 14

PATIENT 15

137TOILET

TOILET

PATIENT 13

PATIENT 11

TOILET

TOILET

CORRIDOR

PATIENT 10

GROUP

DAY

FITNESS

NOURISHMENT

TOILET

CLEAN STORAGE

JANITOR

PATIENT-DOUBLE

PATIENT 8

PATIENT 7

PATIENT - DOUBLE

TOILET

TOILET

TOILET

TOILET

BARIATRIC/ADA 2

PATIENT 9

CORRIDOR

DINING

CORRIDOR

COMPUTER STATION

SOILED LINEN

152 TOILET

B.2 G H K

6.7

6.3

B.4 D.2

MECH

110A

NURSE STATION

148A

AS103

AS103

AS103

AS103

AS103

AS103

AS103

B 10' - 8"

B 10' - 8"

B 10' - 8"

B 10' - 8"

B 10' - 8"

B 10' - 8"

B 10' - 8"

B 10' - 8"

B 10' - 8"

B 10' - 8"

B 10' - 8"

B 10' - 8"

B 10' - 8"

B 10' - 8"

B 10' - 8"

A 10' - 3" A 10' - 3"

B 10' - 8"

B 10' - 8"

B 10' - 8"

B 10' - 8"

B 10' - 8"

B 10' - 8"

B 10' - 8"

B 10' - 8"

B 10' - 8"

B 10' - 8"

B 10' - 8"

B 10' - 8"

B 9' - 6"

B 9' - 6"

B 9' - 6"

B 9' - 6"

B 9' - 6" B 9' - 6"

B 9' - 6"

B 9' - 6"

B 10' - 8"

B 10' - 8"

B 10' - 8"

B 10' - 8"

B 10' - 8"

B 10' - 8"

B 10' - 8"

B 10' - 8"

B 10' - 8"

B 10' - 8"

B 10' - 8"

B 10' - 8"

B 10' - 8"

B 10' - 8"

B 10' - 8"

B 10' - 8"

B 9' - 6"

B 10' - 8"

A 9' - 6"BED BUG

E 14' - 9 3/8"

E 14' - 3"

B 21' - 5 1/4"

B 9' - 6"

B 10' - 8"

AS511

AS312

AS312

AS511

AS312

AS312

AS311

3 3

T YP

T YP

T YP

10' - 0"

B 9' - 0"

3'

AS501

AS501

T YP T YP

AS501

AS501

T YP

B 8' - 6"

AS103

B 9' - 0"

B 9' - 0" B 9' - 0"

2'

1/

4" B 7' - 0"

AS311

B 8' - 6"

REFLECTED CEILING PLAN GENERAL NOTES

REFLECTED CEILING PLAN NOTES

1.

2.

3.

4.

OPEN TO ABOVE.

SLOPED CLEARSTORY CEILING.

SEE DETAIL FOR CEMENTITIOUS SHEATHING CEILING SEAM CONDITION.

ALIGN.

THE ARCHITECTURAL REFLECTED CEILING PLAN SHALL GOVERN THE LAYOUT OF

ALL CEILING ELEMENTS, HEIGHTS AND/OR PENETRATIONS. COORDINATE OF

ARCHITECTURAL ELEMENTS, ENGINEERING COMPETES AND FIELD CONDITIONS IS

THE RESPONSIBILITY OF THE CONTRACTOR. REFER ANY DISCREPANCIES TO

ARCHITECT AND COR.

SHOWN SIZES OF MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT ARE FOR

REFERENCE ONLY. REFER TO ENGINEERING PLANS FOR ADDITIONAL

INFORMATION.

ACOUSTIC PANEL CEILING SHALL BE CENTERED IN THE ROOM AND INSTALLED TO

ELIMINATE NARROW CUT STRIPS OF PANELS ALONG THE EDGES OF WALLS AND

BULKHEADS. COORDINATE WITH THE LIGHTING LAYOUT. THE LIGHTING SHALL BE

CENTERED IN ROOMS.

CEILING MOUNTED ITEMS (SPRINKLER HEADS, MOUNTING DEVICES, ETC.)

SHALL BE CENTERED IN THE CEILING PANELS UNLESS NOTED OTHERWISE.

ABOVE CEILING WORK REQUIRED BEYOND THE SCOPE OF THE WORK SHALL BE

COORDINATED WITH PATIENT SAFETY, INFECTION CONTROL, AND COR.

CEILING TILE REMOVED IN ORDER TO COMPLETE ABOVE CEILING WORK SHALL BE

STORED IN A SAFE DRY LOCATION. DAMAGED OR BROKEN CEILING TILES SHALL BE

REPLACED. DRYWALL CEILINGS SHALL BE PATCHED, PREPPED AND NEW FINISH

APPLIED TO MATCH EXISTING.

COORDINATE SCOPE OF WORK WITH ENGINEERING DRAWINGS.

REFER TO FINISHES SHEETS AND SPECIFICATIONS FOR INFORMATION ON GYPSUM

BOARD PAINT FINISH.

ALL CEILINGS ARE TYPE 'A' AT 9'-6" AFF, UNLESS NOTED OTHERWISE.

A.

B.

C.

D.

E.

F.

G.

H.

I.

11 / AS501

A

TYPE GRAPHIC DESCRIPTION

B

2x2 ACOUSTICAL CEILING TILE (AT1)

GYPSUM BOARD CEILING. CEILING PAINT.

REFLECTED CEILING PLAN TYPE LEGEND

C

NO CEILING

D

CEMENTITIOUS SHEATHING SOFFIT BOARD

E

CEMENTITIOUS SHEATHING BOARD CEILING

PANELS

6" V

A R

IE

S

2 1/2" METAL STUD BRACING ON BOTH

SIDES AT 48" O.C. - MIN. 3 LOCATIONS.

ANCHOR TO STRUCTURE ABOVE

5/8" TYPE "X" GYPSUM BOARD

4 7/8"

3-5/8" METAL STUD FRAMING AT 16" O.C.

ANCHOR TO STRUCTURE ABOVE

BOTTOM OF BULKHEAD

VARIES

BOTTOM OF CEILING

VARIES

2 1/2" METAL STUD BRACING AT 32" O.C.

ANCHOR TO STRUCTURE ABOVE

5/8" TYPE "X" GYPSUM BOARD

3-5/8" METAL STUD FRAMING AT 16" O.C.

ANCHOR TO STRUCTURE ABOVE

V A

R

IE

S 6"

REFER TO REFLECTED CEILING PLAN

VARIES

BOTTOM OF BULKHEAD

VARIES

BOTTOM OF CEILING

VARIES

5/8" TYPE "X" GYPSUM BOARD

C

B DB.2

B 9' - 2"

AS501

MECH ATTIC

B 8' - 0"

AS511

1'

L I

CE

NSED

ARCHITECT

JOSEPH J GUIDROZ

001-017130

S

TATE

OF I LL

IN

O I S

Drawing Title

Approved for Design Concept:

Project Title

Date

Location

Checked By:

Building Number

Sheet Number

Drawing Number

Drawn By:

Revisions: Date

ARCHITECT/ENGINEERS:

VA ILLIANA - DANVILLE, IL

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

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

MARK SHOVIAK, COR 550-317

MEP Engineer

GUIDON DESIGN INC.

905 N. CAPITOL AVE. SUITE 100 | INDIANAPOLIS, IN. 46204

317.800.6388 | WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

PROJECT LEAD

Architect, Structural Engineer, Civil Engineer

VA ILLIANA HEALTH CARE SYSTEM

1900 EAST MAIN STREET

DANVILLE, ILLINOIS 61832

OF 118

C U s e rs

\t a tk in s o n \D o c u m e n ts

\1 .1

V

A D a n v ill e In p a ti e n t M

H T

A T

K

IN

S O

N

G U

ID

O

N D

E S

IG

N

.C O

M .r v t

100% SUBMISSION

AS103

TAAJJG

REFLECTED CEILING PLAN

2017/11/21

AE CONSTRUCT NEW INPATIENT

MENTAL HEALTH BUILDING

SCALE: 1/8" = 1'-0"AS103

1 REFLECTED CEILING PLAN

N

N

PROJECT

NORTH

TRUE

NORTH

SCALE: 1 1/2" = 1'-0"AS103

3 TYPICAL BULKHEAD DETAIL - SINGLE STUD

SCALE: 1 1/2" = 1'-0"AS103

4 TYPICAL BULKHEAD DETAIL

SCALE: 1/8" = 1'-0"AS103

2 REFLECTED CEILING PLAN - ATTIC

N

N

PROJECT

NORTH

TRUE

NORTH

A

E F

SA

SB

B

B

D

D

NA

NB

S5

S4

S3

S1

N5

N4

N3

N1

S2 N2

5" / 12" 5" / 12"

" / 1

" / 1

5" / 12" 5" / 12"

5" / 12"

5" / 12"

5" / 12"

5" / 12"

AS311

AS311

AS311

AS511

B.2 G H K

6.7

6.3

B.4 D.2

AS511

5'

/4

5' - 7 1/4"

70' - 0

5' - 7 1/4"

70' - 0"

5' - 7 1/4" 94' - 8 15/16" 5' - 7 1/4"

5" / 12"

5" / 12"

2' - 5"

33' - 6 1/2"

2' - 5"

2'

5"

/2

2'

5"

AS312

AS312

AS511

AS312

AS312

AS311

AS511

/2

42' - 3 1/2"

2' - 5" 37' - 5 1/2" 2' - 5"

38' - 4 1/2"

70' - 1 1 1/4"

/4

70' - 11 1/4"

3/ 4"

3'

/4

23' - 5 3/4"

2'

/4

2'

3'

/2

2' - 5" 41' - 0 1/8" 26' - 5 1/4" 33' - 8 1/8"

71' - 1 0"

2'

3/ 4"

2'

3/ 4"

5' - 6" 16' - 9 1/4" 2' - 11 3/4"

23' - 5" 2' - 11 3/4"

AS511

Sim

AS511

Sim

AS511

Sim

AS511

Sim

AS511

Sim

/4

5'

/4

5' - 7 1/4" 21' - 5 3/4"

4'

/8

12' - 0 3/4"

AS511

AS5116

AS511

AS511

8 8

ROOF PLAN GENERAL NOTES

ROOFING SUPPLIERS, MANUFACTURERS, & INSTALLERS SHALL REVIEW ALL

ROOFING DETAILS & ADVISE ARCHITECT ON ANY RECOMMENDED CHANGES.

UNLESS NOTIFIED OTHERWISE, ROOFING SUPPLIERS, MANUFACTURERS AND

INSTALLERS WILL BE ASSUMED TO HAVE REVIEWED AND APPROVED THE DETAILS

SHOWN.

PROVIDE FLASHING AND SEALANT PER ROOFING MANUFACTURER

RECOMMENDATION AT ALL CONDUIT & HVAC LINES PENETRATING THE ROOF.

CONTRACTOR & ALL SUBTRADES SHALL BE AWARE & EXERCISE THE NECESSARY

CARE TO PREVENT DAMAGE TO OR PUNCTURE OF THE ROOF. THIS SHALL

INCLUDE ALL MATERIALS, TOOLS, DELETERIOUS MATERIALS.

REFERENCE STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL FOR

ITEMS. COORDINATE AS REQUIRED INCLUDING NECESSARY FRAMING, BLOCKING,

ETC.

WHERE DETAILS ARE NOT SHOWN, PROVIDE DETAILS IN COMPLIANCE WITH NRCA

STANDARDS.

PROVIDE ICE AND WATER SHIELD 3'-0" WIDE AT ALL ROOF EDGES, VALLEYS, AND

PEEKS.

A.

B.

C.

D.

E.

F.

G.

ROOF PLAN NOTES

1.

2.

3.

4.

5.

6.

ROOF DRAIN. SEE DETAIL FOR MORE INFORMATION. SEE PLUMBING

DRAWINGS FOR MORE INFO.

TPO ROOF.

ASPHALT SHINGLE ROOF.

ALUMINUM GUTTER

RIDGE VENT.

MECHANICAL ROOF PENETRATIONS. SEE DETAIL FOR FLASHING

INFORMATION

2 / AS104

3 / AS104

COMPRESSION RING AND STRAINER

BASKET

CONTINUOUS BEAD OF WATERBLOCK

AROUND ROOF DRAIN

METAL ROOF DECK

RE: STRUCT

DEPRESSED NOTCHED CLAMPING RING

OVERFLOW DRAIN AT 1" ABOVE ROOF

DRAIN

24" MIN

ROOFING MEMBRANE

1/2" PROTECTION BOARD

TAPERED RIGID INSULATION

ROOF DRAIN W/ DRAIN DISH

1/2" PROTECTION BOARD

6" MIN TAPERED RIGID INSULATION

METAL DECK

RE: STRUCTURAL

CANT STRIP

ROOFING MEMBRANE

BREAKMETAL FLASHING

CONTINUOUS SEALANT

M

IN

. 9

/ 2

1/2" PROTECTION BOARD

6" MIN TAPERED RIGID INSULATION

WOOD BLOCKING

METAL DECK,

RE: STRUCTURAL

INTERPLY

ROOFING MEMBRANE

CAPPED, GASKETED FASTENERS

SHEET METAL ENCLOSURE

8" M

IN

STEEL L FRAME,

RE: STRUCTURAL

L I

CE

NSED

ARCHITECT

JOSEPH J GUIDROZ

001-017130

S

TATE

OF I LL

IN

O I S

Drawing Title

Approved for Design Concept:

Project Title

Date

Location

Checked By:

Building Number

Sheet Number

Drawing Number

Drawn By:

Revisions: Date

ARCHITECT/ENGINEERS:

VA ILLIANA - DANVILLE, IL

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

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

MARK SHOVIAK, COR 550-317

MEP Engineer

GUIDON DESIGN INC.

905 N. CAPITOL AVE. SUITE 100 | INDIANAPOLIS, IN. 46204

317.800.6388 | WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

PROJECT LEAD

Architect, Structural Engineer, Civil Engineer

VA ILLIANA HEALTH CARE SYSTEM

1900 EAST MAIN STREET

DANVILLE, ILLINOIS 61832

OF 118

C U s e rs

\t a tk in s o n \D o c u m e n ts

\1 .1

V

A D a n v ill e In p a ti e n t M

H T

A T

K

IN

S O

N

G U

ID

O

N D

E S

IG

N

.C O

M .r v t

100% SUBMISSION

AS104

TAAJJG

ROOF PLAN

2017/11/21

AE CONSTRUCT NEW INPATIENT

MENTAL HEALTH BUILDING

SCALE: 1/8" = 1'-0"AS104

1 ROOF PLAN

N

N

PROJECT

NORTH

TRUE

NORTH

SCALE: 1 1/2" = 1'-0"AS104

2 ROOF DRAIN DETAIL

SCALE: 1 1/2" = 1'-0"AS104

4 PIPE PENETRATION DETAIL

SCALE: 1 1/2" = 1'-0"AS104

3 THROUGH ROOF FLASHING DETAIL

LEVEL 1

100' - 0"

ROOF

114' - 10"

D E SF1

6 6 6

1 1

TYP.

F AS201

1 1

LEVEL 1

100' - 0"

ROOF

114' - 10"

A

SF2

42 421

1 1

3 3

12 15

10 106

LEVEL 1

100' - 0"

ROOF

114' - 10"

A B B B C

TYP

17 18

LEVEL 1

100' - 0"

ROOF

114' - 10"

8 8

1 1 1

10 10

7 7

LEVEL 1

100' - 0"

ROOF

114' - 10"

SF3

LEVEL 1

100' - 0"

ROOF

114' - 10"

A A A A A

4 9

TYP

LEVEL 1

100' - 0"

ROOF

114' - 10"

BUILDING ELEVATION GENERAL NOTES

A.

B.

C.

D.

REFER TO CIVIL DRAWINGS FOR FINAL SLOPE OF GRADE.

REFER TO SCHEDULE OF FINISH SPECIFICATION FOR COLOR AND DETAILS.

REFER TO SHEET AS602 WINDOW SCHEDULE & DETAILS FOR WINDOW SCHEDULE.

REFER TO SHEET AS601 DOOR SCHEUDLE & DETAILS FOR THE DOOR SCHEDULE.

#BUILDING ELEVATION NOTES

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

STONE MASONARY.

5/4" x 8" CEMENTITIOUS SHEATHING TRIM BOARD.

4" EXPOSURE CEMENTITIOUS SHEATHING LAP SIDING.

8" EXPOSURE CEMENTITIOUS SHEATHING LAP SIDING.

STRAIGHT EDGE CEMENTITIOUS SHEATHING SHAKES.

5/4" X 6" CEMENTITIOUS SHEATHING TRIM BOARD.

5/4" X 8" CEMENTITIOUS SHEATHING FASCIA TRIM.

FIBERGLASS SHINGLES.

ALUMINUM DOWNSPOUT.

ALUMINUM GUTTER.

ALUMINUM PEAKED GABLE VENT.

CAST STONE CAP.

CONCRETE MASONRY UNIT.

5/4" X 10" CEMENTITIOUS SHEATHING TRIM BOARD.

TAPERED PVC COLUMN WRAP.

CEMENTITIOUS SHEATHING BOARD.

CONCRETE. RE: STRUCTURAL

BRONZE ANODIZED ALUM 6" X 6" BOLLARD WITH ADA PUSH PLATE

HANDRAIL AND CONCRETE STAIR. SEE SHEET AS501 AND STRUCTURAL

DRAWINGS FOR MORE INFORMATION.

ALUM DOWNSPOUT WITH BOOT. SEE DETAIL FOR MORE INFORMATION.6 / AS312

LEVEL 1

100' - 0"

ROOF

114' - 10"

AAAAAA

TYP

ROOF

114' - 10"

° 3

TYP.

60° 60°

2 3/4"2 3/4"

L I

CE

NSED

ARCHITECT

JOSEPH J GUIDROZ

001-017130

S

TATE

OF I LL

IN

O I S

Drawing Title

Approved for Design Concept:

Project Title

Date

Location

Checked By:

Building Number

Sheet Number

Drawing Number

Drawn By:

Revisions: Date

ARCHITECT/ENGINEERS:

VA ILLIANA - DANVILLE, IL

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

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

MARK SHOVIAK, COR 550-317

MEP Engineer

GUIDON DESIGN INC.

905 N. CAPITOL AVE. SUITE 100 | INDIANAPOLIS, IN. 46204

317.800.6388 | WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

PROJECT LEAD

Architect, Structural Engineer, Civil Engineer

VA ILLIANA HEALTH CARE SYSTEM

1900 EAST MAIN STREET

DANVILLE, ILLINOIS 61832

OF 118

C U s e rs

\t a tk in s o n \D o c u m e n ts

\1 .1

V

A D a n v ill e In p a ti e n t M

H T

A T

K

IN

S O

N

G U

ID

O

N D

E S

IG

N

.C O

M .r v t

100% SUBMISSION

AS201

TAAJJG

BUILDING ELEVATIONS

2017/11/21

AE CONSTRUCT NEW INPATIENT

MENTAL HEALTH BUILDING

SCALE: 1/8" = 1'-0"AS201

1 BUILDING ELEVATION - EAST

SCALE: 1/8" = 1'-0"AS201

3 BUILDING ELEVATION - NORTH

SCALE: 1/8" = 1'-0"AS201

4 BUILDING ELEVATION - SOUTH

SCALE: 1/8" = 1'-0"AS201