583-20-102 Relocate Nuclear Medicine Drawing SetPart-1_01_Part5.pdf

ARCHITECTURAL ABBREVIATIONS

SECTION REFERENCE

DRAWING NUMBER

SHEET LOCATION

DRAWING NUMBER

SHEET

LOCATION

DETAIL REFERENCE

OBJECT

REFERENCED

OBJECT

REFERENCED

X

XXXX

X

XXXX

SCALE: ??

VIEW TITLE

N

NORTH ARROW

EXTENT OF REVISION

REVISION SET

PROJECT BOUNDARY

BEYOND PROJECT BOUNDARY, NIC

DETAIL/DRAWING SCALE

TITLE OF DETAIL/DRAWING

DETAIL/DRAWING NUMBER

SHEET NUMBER

A/C AIR CONDITION

A/E ARCHITECT/ENGINEER

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADJ ADJACENT, ADJOINING, OR ADJUSTABLE

ADMIN ADMINISTRATION

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

AIA AMERICAN INSTITUTE OF ARCHITECTS

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ALT ALTERNATE

ALT NO ALTERNATE NUMBER

ALUM ALUMINUM

AMP AMPERE

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPROX APPROXIMATE

ARCH ARCHITECT

ASB ASBESTOS

ASI ARCHITECT'S SUPPLEMENTAL INSTRUCTION

ASSN ASSOCIATION

AUTO AUTOMATIC

AUX AUXILIARY

AV AUDIO VISUAL

AWI ARCHITECTURAL WOODWORKING INSTITUTE

AWS AMERICAN WELDING SOCIETY

BLDG BUILDING

C CELSIUS CHANNEL OR CHANNEL CELSIUS

C TO C CENTER TO CENTER

CAB CABINET

CF/CI CONTRACTOR FURNISHED/CONTRACTOR INSTALLED

CF/OI CONTRACTOR FURNISHED/OWNER INSTALLED

CFM CUBIC FEET PER MINUTE

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CL CENTER LINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CO CARBON MONOXIDE, CLEANOUT

CO₂ CARBON DIOXIDE

COMM COMMUNICATION

COMP COMPONENT

COORD COORDINATE

CORR CORRIDOR

CTR CENTER

CU FT CUBIC FEET

CU IN CUBIC INCH

CU YD CUBIC YARD

DEMO DEMOLITION

DEPT DEPARTMENT

DIA DIAMETER

DIM DIMENSION

DN DOWN

E EAST

ELEC ELECTRIC

ELEV ELEVATOR

EPA ENVIRONMENTAL PROTECTION AGENCY

EQ EQUAL

EQUIP EQUIPMENT

EST ESTIMATE

ETC AND SO FORTH OR ET CETERA

EXT EXTERIOR, EXTERNAL, OR EXTINGUISHER

F FAHRENHEIT OR FEMALE

FEC FIRE EXTINGUISHER CABINET

FF&E FURNITURE, FIXTURE, AND EQUIPMENT

FLEX FLEXIBLE

FLR FLOOR

FO FINISHED OPENING

FP FIRE PROTECTION OR FIREPROOF

FPM FEET PER MINUTE

FPS FEET PER SECOND

FR FIRE RATING, FIRE RESISTANT, OR FRAME

FT FEET OR FOOT

FURN FURNISH OR FURNITURE

GA GAGE OR GYPSUM ASSOCIATION

GAL GALLON

GC GENERAL CONTRACTOR

GD GUARD

HAZ MAT HAZARDOUS MATERIALS

HEPA HIGH EFFICIENCY PARTICULATE AIR (FILTER)

HM HECTOMETER OR HOLLOW METAL

HNDRL HANDRAIL

HO HOLD OPEN

HORIZ HORIZONTAL

HSKPG HOUSEKEEPING

IBC INTERNATIONAL BUILDING CODE

ID IDENTIFICATION, INSIDE DIAMETER

ID NO IDENTIFICATION NUMBER

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

INTL INTERNATIONAL

JAN JANITOR

LBS POUND

LED LIGHT EMITTING DIODE

LF LINEAR FEET (FOOT)

LIN LINEAR

MAX MAXIMUM

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MIC MICROPHONE

MIN MINIMUM MINUTE OR MINUTE MINIMUM

MISC MISCELLANEOUS

mm MILLIMETER

MO MASONRY OPENING OR MOTOR OPERATED

MTL METAL

N NORTH

NA NOT APPLICABLE

NEG NEGATIVE

NIC NOT IN CONTRACT

NO NUMBER

O OXYGEN

OC ON CENTER

OZ OUNCE

PCF POUNDS PER CUBIC FOOT

PLAM PLASTIC LAMINATE

PNEU PNEUMATIC

PREFIN PREFINISH

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT, PNEUMATIC TUBE, OR PRESSURE TREATED

PVC POLYVINYL CHLORIDE (PLASTIC)

QA QUALITY ASSURANCE

QC QUALITY CONTROL

QTY QUANTITY

RB RESILIENT BASE OR RUBBER BASE

RCP REFLECTED CEILING PLAN

REC RECESSED

RESIL RESILIENT

RFI REQUEST FOR INFORMATION

RM ROOM

RO ROUGH OPENING

RPM REVOLUTIONS PER MINUTE

GENERAL CONSTRUCTION NOTES

1. 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.

2. THE CONTRACT DOCUMENT DRAWINGS HAVE BEEN PREPARED USING THE

CONSTRUCTION SPECIFICATIONS INSTITUTE'S UNIFORM DRAWING SYSTEM AND THE

NATIONAL CAD STANDARD AS GUIDES.

3. 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.

4. 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.

5. 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.

6. 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.

7. 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.

8. 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.

9. 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. APPROVED

METHODS, MATERIALS AND INSTALLATION ARE ACCEPTABLE.

10. MECHANICAL, PLUMBING, FIRE PROTECTION 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.

11. 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.

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

ORIENTATION AND CONTEXT ONLY.

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

CONSTRUCTION TO PROVIDE A FLUSH FINISH SURFACE.

14. 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.

15. FLOOR ELEVATION 100’-0" IS EQUAL TO THE FINISH FLOOR SLAB OF THE EXISTING

SLAB FLOOR CONSTRUCTION UNLESS OTHERWISE NOTED.

16. ROUGH OPENINGS SHALL ALLOW FOR SHIM SPACE.

17. 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.

18. PROVIDED WORK SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR.

CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF DELIVERY, MOUNTING,

INSTALLATION, NECESSARY BLOCKING AND ROUGH-IN.

19. INSTALLED WORK IS THE CONTRACTOR INSTALLING OWNER FURNISHED MATERIALS

AND EQUIPMENT. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF MATERIAL

DELIVERY, MOUNTING, INSTALLATION AND ROUGH IN.

20. FURNISHED WORK IS THE CONTRACTOR FURNISHING THE MATERIALS AND

EQUIPMENT TO THE OWNER. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF

DELIVERY AND ROUGH-IN.

21. ALL PROVIDED WORK SHALL BE WITH NEW MATERIALS UNLESS SPECIFICALLY

CALLED OUT AS SALVAGED OR RELOCATED WITHIN THE CONTRACT DOCUMENTS.

22. 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.

23. 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.

24. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING AND SHORING

REQUIRED DURING CONSTRUCTION.

25. 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.

26. 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 COR , SHALL BE PROVIDED.

27. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND COORDINATING HARDWARE,

ACCESS CONTROL AND AUTOMATIC OPERATORS ARE PROVIDED WITH COMPLETE

AND COMPATIBLE SYSTEMS REQUIRED FOR THEIR OPERATION. REFER TO DOOR

HARDWARE SCHEDULE, HARDWARE SPECIFICATIONS, AUTOMATIC OPERATOR

SPECIFICATIONS, ACCESS CONTROL SPECIFICATIONS AND ELECTRICAL DRAWINGS.

28. CONTRACTOR SHALL INSTALL SOLID BLOCKING WITHIN PARTITIONS BEHIND ANY

TOILET ACCESSORIES OR CABINETRY. VERIFICATION TO TAKE PLACE PRIOR TO

INSTALLATION OF GYPSUM WALLBOARD.

ARCHITECTURAL SYMBOLS

X

X

XXXX

SHEET LOCATION

VIEW NUMBER

X X

X

SHEET LOCATION

VIEW NUMBER

XXXX

BUILDING SECTION REFERENCE

DRAWING NUMBER

SHEET LOCATION

BUILDING X

XXXX

X

XXXX

ELEVATION REFERENCES

NEW WALL

WALL TO BE

REMOVED

S3A.G

INDICATES STRUCTURAL MATERIAL

INDICATES NOMINAL SIZE

INDICATES STRUCTURE AND FINISH HEIGHTS

INDICATES QUALIFER

EXISTING WALL TO

REMAIN

TEMPORARY IC

BARRIER WALL

CONSTRUCTION

ROOM

ROOM TAG

NEW DOOR

EXISTING DOOR

DEMOLISHED DOOR

SF SQUARE FOOT (FEET)

SIM SIMILAR

S SOUTH

SPEC SPECIFICATION

SPKLR SPRINKLER

SPKR SPEAKER

SPLY SUPPLY

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SST STAINLESS STEEL

STL STEEL

TA TOILET ACCESSORY

T&G TONGUE AND GROOVE

TECH TECHNICAL

TEMP TEMPERATURE OR TEMPORARY

THRES THRESHOLD

THRU THROUGH

TO TOP OF ___

TV TELEVISION

TYP TYPICAL

U HEAT TRANSFER COEFFICIENT

UL UNDERWRITERS LABORATORIES

UPS UNINTERRUPTIBLE POWER SUPPLY

UTIL UTILITY

UV ULTRAVIOLET

V VOLT

VAR VARIES

VIF VERIFY IN FIELD

VOL VOLUME

VOLT VOLTAGE

W/ WITH

W/O WITHOUT

WD WOOD

YD YARD

REVISION TO PLAN CALLOUT

WALLS

DOOR TAG

KEY NOTE TAGS

WALL TAG : REFER TO WALL LEGEND FOR MORE INFORMATION

DOORS

PT-1

A

T

101 EQUIPMENT/FURNITURE TAG

FINISH INDICATION

FRAME / WINDOW

GLAZING1

1 PLAN NOTE

1 DEMOLITION NOTE

ALTERNATE/BID DEDUCT ITEM

KEY NOTE SYMBOLS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C

U s e rs \d c h ri s te n s e n \D o c u m e n ts \1

.1

.0

N u c M e d v d c h ri s te n s e n M

N F

X

.r v t

/2

/2

:5

:0

A

M

AE001

ARCHITECTURAL SYMBOLS AND

ABBREVIATIONSGUIDON DESIGN, INC.

1221 N. PENNSYLVANIA STREET

SUITE 200

INDIANAPOLIS, INDIANA 46202

317.800.6388

HEAPY

1400 W. DOROTHY LANE

DAYTON, OH 45409

937.224.0861

RELOCATE NUCLEAR MEDICINE

SERVICES FOR CENTRALIZED

SERVICES

INDIANAPOLIS, IN

583-20-102

01/28/2021 JLG ELB

BID DOCUMENTS

FULLY SPRINKLERED

Revisions: Date:

WALL TYPES LEGEND AND GENERAL NOTES

A. ALL WALLS WILL BE WALL TYPS S3C.G UNLESS OTHERWISE NOTED.

B. ALL WALL TYPE INDICATORS REFER TO THIS SHEET UNLESS OTHERWISE

NOTED.

C. REFER TO DIMENSION PLANS FOR PARTITION TYPE LOCATIONS.

PARTITIONS ARE DISTINGUISHED ON PLANS BY SYMBOL DESIGNATION

GRAPHIC DESIGNATION, OR A COMBINATION OF BOTH. NOT ALL

PARTITIONS ON THIS SHEET MAY BE USED. REFER TO PARTITION TYPE

SCHEDULE ON THIS SHEET FOR PARTITIONS USED ON THIS PROJECT.

D. ALL DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD, OR TO FACE

OF EXISTING CONSTRUCTION. REFER TO PARTITION TYPES FOR PARTITION

WIDTH DIMENSIONS.

E. ALL WALL STUDS TO BE 16" O.C. UNLESS OTHERWISE NOTED.

F. REFER TO SPECIFICATIONS AND TO TABLE ON THIS SHEET FOR MINIMUM

STUD GAUGE, MAXIMUM SPACING AND ALLOWABLE LIMITING HEIGHT

DEFLECTION CRITERIA FOR GYPSUM BOARD ASSEMBLIES AND REQUIRED

FINISHES. FOR WALLS WHERE STUDS ARE ATTACHED TO STRUCTURE

ABOVE, PROVIDE CROSS BRACING AS NECESSARY MEETING THE CRITERIA

INDICATED TO ACCOMMODATE THE SPECIFIED DEFLECTION CRITERIA OF

THE WALL.

G. ALL INTERIOR NON-BEARING STUDS TO BE DESIGNED FOR A DEFLECTION

EQUAL TO BUT NOT GREATER THAN L/240, UNLESS FULL HEIGHT FINISH IS

DETERMINED TO BE FRAGILE OR BRITTLE, THEN DEFLECTION TO BE L/360.

EXAMPLES OF FRAGILE FINISHES WOULD INCLUDE BUT NOT LIMITED TO

ANY TYPE OF WALL TILE, PLASTER OR PLASTER SKIM COAT.

H. ALTHOUGH WALL STUD SIZES ARE LISTED ON PLANS AND WALL TYPES, IN

AREAS WHERE STUDS ARE TO EXTEND TO STRUCTURE ABOVE OR HIGH

AREAS, CONTRACTOR TO VERIFY SIZE INDICATED IS ADEQUATE FOR

HEIGHT LISTED. PROVIDE ADEQUATE SIZE STEEL STUD FRAMING AND

NOTIFY ARCHITECT OF ANY DISCREPANCY PRIOR TO FABRICATION OR

INSTALLATION.

I. KING STUDS AT DOOR FRAMES AND WINDOW OPENINGS TO BE 18 GA.

UNLESS OTHERWISE NOTED.

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

CONSTRUCTION, UNLESS OTHERWISE NOTED.

K. PROVIDE 5/8" TYPE "X" GYPSUM WALLBOARD IN BULKHEAD CONSTRUCTION.

L. REFER TO LIFE SAFETY PLANS FOR LOCATIONS AND RATINGS OF SMOKE

AND FIRE RATED PARTITIONS. REFERENCE TEST NUMBERS APPLY ONLY TO

PARTITIONS INDICATED TO BE RATED.

M. FIRE RATING TEST NUMBERS ARE FOR UNDERWRITER'S LABORATORIES

(UL) ASSEMBLIES UNLESS OTHERWISE NOTED.

N. FIRE RESISTANT RATED PARTITIONS SHALL EXTEND TO THE INSIDE FACE

OF EXTERIOR SHEATHING, INCLUDING EXTENSIONS THROUGH SOFFITS.

O. SEAL ALL OPENINGS, GAPS, PENETRATIONS, AND JOINTS IN PARTITIONS

TYPES AS FOLLOWS:

a. FIRE RATED PARTITIONS: SEAL IN ACCORDANCE WITH THE

REQUIREMENTS SPECIFIED FOR THROUGH PENETRATION

FIRESTOP SYSTEMS AND FIRE RESISTIVE JOINT SYSTEMS.

b. SMOKE TIGHT PARTITIONS: SEAL COMPLETELY WITH

ELASTOMERIC SEALANT. FOR THE LOCATION AND EXTENT OF

PARTITIONS, DESIGNATED AS "SMOKE TIGHT", REFER TO THE LIFE

SAFETY DRAWINGS.

c. ALL OTHER LOCATIONS: SEAL AS INDICATED AND REQUIRED

ELSEWHERE BY THE CONTRACT DOCUMENTS.

P. INSULATION HEAD CONDITIONS AT FLOOR / ROOF DECK:

a. FIRE RESISTANT RATED PARTITIONS SHALL USE MINERAL WOOL

INSULATION AND APPROPRIATE FIRE RATED SEALANT.

b. NON-RATED PARTITIONS REQUIRING SOUND ATTENUATION SHALL

USE SOUND ATTENUATION BATTS (SAB).

Q. PROVIDE STENCILED IDENTIFICATION FOR RATED PARTITIONS.

R. STC RATING APPLIES WHERE PARTION TAG QUALIFIER INDICATES WITH AN

"i". PROVIDE SOUND ATTENUATION BATTS OF THICKNESS INDICATED ON

SCHEDULE WHERE INDICATED BY QUALIFIER.

S. FOR PARTITIONS WITH STC RATINGS INDICATED SOUND ATTENUATION

BATTS TO EXTEND FULL HEIGHT OF PARTITION UNLESS OTHERWISE

NOTED. FLOOR TRACK TO BE SET IN A CONTINUOUS BED OF SEALANT.

T. WHERE PARTITION TYPE INDICATES SOUND ACOUSTICAL BAT, WITH FINISH

BOARD GOING TO DECK ON ONE SIDE ONLY, PROVIDE VAPOR BARRIER TO

SECURE INSULATION IN PLACE.

U. REFER TO DIMENSIONED PLANS FOR REFERENCE SYMBOLS INDICATING

THE EXTENT OF RADIATION PROTECTION.

V. WHERE RADIATION PROTECTION SCHEDULE INDICATES LEAD LINED

GYPSUM BOARD AT FIRE RESISTANCE RATED ASSEMBLIES, INSTALL PER

UL-U430 (60 MINUTES & 120 MINUTES).

W. PROVIDE 5/8" MOISTURE/MOLD RESISTANT GYPSUM BOARD IN SOILED

ROOMS, BATHROOMS, TOILET ROOMS, ON WALLS BEHIND PLUMBING

FIXTURES, AND IN ALL WET LOCATIONS EXCEPT IN SHOWER AREA.

X. PROVIDE 5/8" CEMENTITIOUS BACKER BOARD BEHIND CERAMIC WALL TILE &

SHOWER AREA. COORDINATE LOCATIONS WITH FINISH WALL PLANS.

Y. PROVIDE CORNER AND END WALL FRAMING AS DETAILED ON AE003.

Z. ALL LEAD LINED PARTITIONS ARE TO BE CONSTRUCTED WITH 18 GA. METAL

STUDS.

WALL TAG LEGEND X#X.#

INDICATES STRUCTURAL MATERIAL

CH = SHAFT WALL

F = FURRING

S = STEEL

M = MASONRY

W = WOOD

INDICATES NOMINAL SIZE

INDICATES STRUCTURE AND

FINISH HEIGHTS

QUALIFIER'S (X-X-X)

G GYPSUM BOARD FINISH

1SB 1 HR RATED SMOKE BARRIER

2SB 2 HR RATED SMOKE BARRIER

1F 1 HR FIRE RATED

2F 2 HR FIRE RATED

i SOUND INSULATION t THERMAL INSULATION

B BULLET RESISTANT

L LEAD LINED

M MESH (STEEL SECURITY MESH)

MR MOIST/MOLD RESISTANT GYPSUM

SP SMOKE PARTITION

TB TILE BACKER CEMENT BOARD

A = STRUCTURE TO DECK, FINISH TO DECK

B = STRUCTURE TO DECK, FINISH ONE SIDE TO DECK

C = STRUCTURE TO DECK, FINISH TO ABOVE CEILING

D = STRUCTURE TO ABOVE CEILING, FINISH TO ABOVE CEILING

P = PARTIAL HEIGHT WALL

U = STRUCTURE TO UNDERSIDE OF CELING, FINISH TO UNDERSIDE OF CEILING

*SEE WALL TYPES FOR PROJECT SPECIFIC CONSTRUCTION

CH

2 1/2" 4" 6"

F 7/8

1 1/2" 2 1/2" 3 5/8"

4" 6" 8" 12"

S

2 1/2" 3 5/8"

4" 6" 8" 12"

M

2 5/8" 3 5/8" 5 5/8" 7 5/8" 11 5/8"

W

3/4"

3 1/2"

5 1/2" 7 1/4" 11 1/4"

" 1 HR FIRE/SMOKE

10'-0" MAX 10'-0" MAX

A. LETTERED STENCILS SHALL BE APPLIED TO EACH SIDE OF RATED PARTITIONS

AT 10'-0" INTERVALS; BUT NO LESS THAN ONCE PER PARTITION LENGTH.

B. USE THE FOLLOWING LANGUAGE FOR STENCILS:

"1 HR FIRE/SMOKE" "1 HR FIRE"

"2 HR FIRE/SMOKE" "2 HR FIRE"

"LIMIT TRANSFER OF SMOKE"

PERMANENT RED PAINT

LETTERING, TYP.

CEILING LINE

STENCILING NOTES

SSMA NON-COMPOSITE STUDS

NOTE:

• TYPICAL LIMITING HEIGHTS-INTERIOR PARTITIONS, L/240 (5 PSF), WITH 5/8"GYPSUM BOARD EACH SIDE.

• PROVIDE DIAGONAL STUD BRACING AT ALL NON FULL HEIGHT INTERIOR PARTITIONS STAGGERED AT 48" O.C. TO DECK ABOVE. PROVIDE

STUD ATTACHMENT TO DECK W/ MIN. SPAN OF 2 DECK FLUTES. BRACING TO BE THE SAME SIZE AND GAUGE AS VERTICAL STUDS.

25 GA. STUDS (NON-COMPOSITE)

STUD WIDTH STUD SPACING ALLOW. DEFLECTION HEIGHT

16" L/240 6'-11"1-5/8"

24" L/240 6'-0"162S125-18

16" L/240 9'-6"2-1/2"

24" L/240 8'-4"250S125-18

16" L/240 12'-5"3-5/8"

24" L/240 10'-10"362S125-18

16" L/240 13'-9"4"

24" L/240 12'-0"400S125-18

22 GA. STUDS (NON-COMPOSITE)

STUD WIDTH STUD SPACING ALLOW. DEFLECTION HEIGHT

16" L/240 8'-1"1-5/8"

24" L/240 7'-1"162S125-27

16" L/240 11'-2"2-1/2"

24" L/240 9'-9"250S125-27

16" L/240 14'-6"3-5/8"

24" L/240 12'-8"362S125-27

16" L/240 16'-1"4"

24" L/240 14'-0"400S125-27

20 GA. STUDS (NON-COMPOSITE)

STUD WIDTH STUD SPACING ALLOW. DEFLECTION HEIGHT

16" L/240 8'-4"1-5/8"

24" L/240 7'-3"162S125-30

16" L/240 11'-7"2-1/2"

24" L/240 10'-1"250S125-30

16" L/240 15'-0"3-5/8"

24" L/240 13'-1"362S125-30

16" L/240 16'-8"4"

24" L/240 14'-7"400S125-30

16" L/240 22'-4"6"

24" L/240 19'-6"600S125-27

16" L/240 23'-1"6"

24" L/240 20'-2"600S125-30

18 GA. STUDS (NON-COMPOSITE)

STUD WIDTH STUD SPACING ALLOW. DEFLECTION HEIGHT

16" L/240 13'-0"2-1/2"

24" L/240 11'-5"250S125-43

16" L/240 17'-5"3-5/8"

24" L/240 15'-3"362S125-43

16" L/240 18'-10"4"

24" L/240 16'-5"400S125-43

16" L/240 26'-1"6"

24" L/240 22'-10"600S125-43

HIGH PRIORITY PARTITION

GYPSUM BOARD CONTINUES THROUGH

STUD CAVITY OF LOWER WALL

LOWER PRIORITY PARTITION

HIGH PRIORITY CEILING /

ROOF ASSEMBLY

GYPSUM BOARD CONTINUES PAST

TOP OF LOWER WALL

LOWER PRIORITY PARTITION

RATING

3 HOUR ASSEMBLY

2 HOUR ASSEMBLY

1 HOUR ASSEMBLY

SMOKE-RATED ASSEMBLY

NON-RATED ASSEMBLY

PRIORITY

NOTE: LOWER NUMBER, HIGHER PRIORITY

SECTIONPLAN

TOP OF METAL DECK OR CONCRETE

FIRE CAULKING AS REQUIRED BY UL# HWS0001

(BY FRAMING CONTRACTOR)

PACK FLUTES OF DECK WITH FIRE SAFING AS

REQUIRED PER UL# HWS0001

Z-CLIPS 2" WIDTH

BOTTOM OF METAL DECK

LIGHT GAUGE FRAMING DEFLECTION TRAK,

CONFORMING TO UL# HW-D-0060

5/8" TYPE X GYP. BD. EACH SIDE OF STUD

SCRIBED TO DECK UL# U465

METAL STUD

PARALLEL NOTE:

NON-RATED CONSTRUCTION SIMILAR W/O

FIRE SAFING & SCRIBING BYP. BD. TO DECK

6"

TOP OF METAL DECK OR CONCRETE

FIRE CAULKING AS REQUIRED BY UL# HWS0001

(BY FRAMING CONTRACTOR)

PACK FLUTES OF DECK WITH FIRE SAFING AS

REQUIRED PER UL# HWS0001

Z-CLIPS 2" WIDTH

BOTTOM OF METAL DECK

LIGHT GAUGE FRAMING DEFLECTION TRAK,

CONFORMING TO UL# HW-D-0060

5/8" TYPE X GYP. BD. EACH SIDE OF STUD

SCRIBED TO DECK UL# U465

METAL STUD

PERPENDICULAR NOTE:

NON-RATED CONSTRUCTION SIMILAR W/O

FIRE SAFING & SCRIBING BYP. BD. TO DECK

3 HR FIRE RATED

2 HR FIRE RATED

1 HR FIRE RATED

1 HR SMOKE BARRIER

SMOKE PARTITION

2 HR SMOKE BARRIER

3 HR SMOKE BARRIER

WALL RATING LEGEND

WALL TYPES

S2A.G 2 1/2"

WALL TAG

STRUCTURAL

SIZE

FINISH DIM FIRE RATING UL DESIGN

MIN STC

RATING

3 3/4" NA NA NA

COMMENTS

S3A.G 3 5/8" 4 7/8"

NA

NANANANA

S6A.G 6" 7 1/4" NANANANA

LINE OF STRUCTURE ABOVE

LINE OF CEILING

LINE OF STRUCTURE BELOW

PLAN

5/8"

STRUCTURAL SIZE

5/8"

FINISH DIMENSION

5/8" TYPE X GYP BD

BEAD OF CONT. SEALANT

STEEL STUDS @ 16" O.C.

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

CEILING

DEEP LEG SLIP TRACK AT DECK

HOLD GYPSUM BACK FROM DECK FOR

DEFLECTION

S2B.G 2 1/2"

WALL TAG

STRUCTURAL

SIZE

FINISH DIM FIRE RATING UL DESIGN

MIN STC

RATING

3 3/4" NA NA NA

COMMENTS

S3B.G 3 5/8" 4 7/8"

NA

NA34NANA

S6B.G 6" 7 1/4" NA37NANA

3 5/8" 4 7/8" SMOKE PARTITIONNANANA

S6B.SP 6" 7 1/4" NANANA

LINE OF STRUCTURE ABOVE

LINE OF CEILING

LINE OF STRUCTURE BELOW

PLAN

5/8"

STRUCTURAL SIZE

5/8"

FINISH DIMENSION

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

CEILING

DEEP LEG SLIP TRACK AT DECK

HOLD GYPSUM BACK FROM DECK FOR

DEFLECTION

SMOKE PARTITION

6"

S3B.SP

S2C.G 2 1/2"

WALL TAG

STRUCTURAL

SIZE

FINISH DIM FIRE RATING UL DESIGN

MIN STC

RATING

3 3/4" NA NA NA

COMMENTS

S3C.G 3 5/8" 4 7/8"

NA

NANANANA

S6C.G 6" 7 1/4" NANANANA

LINE OF STRUCTURE ABOVE

LINE OF CEILING

LINE OF STRUCTURE BELOW

PLAN

5/8"

STRUCTURAL SIZE

5/8"

FINISH DIMENSION

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

CEILING

6"

S2D.G 2 1/2"

WALL TAG

STRUCTURAL

SIZE

FINISH DIM FIRE RATING UL DESIGN

MIN STC

RATING

3 3/4" NA NA NA

COMMENTS

S3D.G 3 5/8" 4 7/8"

NA

NANANANA

S6D.G 6" 7 1/4" NANANANA

LINE OF STRUCTURE ABOVE

LINE OF CEILING

LINE OF STRUCTURE BELOW

PLAN

5/8"

STRUCTURAL SIZE

5/8"

FINISH DIMENSION

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

CEILING

6"

INSULATION PRESENT WITH QUALIFER (i OR t)

5/8" TYPE X GYP BD

BEAD OF CONT. SEALANT

STEEL STUDS @ 16" O.C.

INSULATION PRESENT WITH QUALIFER (i OR t)

5/8" TYPE X GYP BD

BEAD OF CONT. SEALANT

STEEL STUDS @ 16" O.C.

INSULATION PRESENT WITH QUALIFER (i OR t)

5/8" TYPE X GYP BD

BEAD OF CONT. SEALANT

STEEL STUDS @ 16" O.C.

INSULATION PRESENT WITH QUALIFER (i OR t)

F2D.G 2 1/2"

WALL TAG

STRUCTURAL

SIZE

FINISH DIM FIRE RATING UL DESIGN

MIN STC

RATING

3 1/8" NA NA NA

COMMENTS

F3D.G 3 5/8" 4 1/4"

NA

NANANANA

F6D.G 6" 6 5/8" NANANANA

LINE OF STRUCTURE ABOVE

LINE OF CEILING

LINE OF STRUCTURE BELOW

PLAN

STRUCTURAL DIMENSION

5/8"

FINISH DIMENSION

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

CEILING

6"

5/8" TYPE X GYP BD

BEAD OF CONT. SEALANT

STEEL STUDS @ 16" O.C.

INSULATION PRESENT WITH QUALIFER (i OR t)

EXISTING WALL / COLUMN, VIF.

F0D.G 7/8" 1 1/2" NA NA NA

F1D.G 1 1/2" 2 1/8"

HAT CHANNEL @ 24" O.C.

NANANA HAT CHANNEL @ 24" O.C.

WALL TAG

STRUCTURAL

SIZE

FINISH DIM FIRE RATING UL DESIGN

MIN STC

RATING

COMMENTS

S3A.1F 3 5/8" 4 7/8" NA40U4651 HR.

S6A.1F 6" 7 1/4" NA40U4651 HR.

LINE OF STRUCTURE ABOVE

LINE OF CEILING

LINE OF STRUCTURE BELOW

PLAN

5/8"

STRUCTURAL SIZE

5/8"

FINISH DIMENSION

5/8" TYPE X GYP BD

BEAD OF CONT. SEALANT

STEEL STUDS @ 16" O.C.

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

CEILING

DEEP LEG SLIP TRACK AT DECK

HOLD GYPSUM BACK FROM DECK FOR

DEFLECTION

FILL FLUTES OF DECK WITH FIRE SAFING

AT FIRE RATED WALLS

INSULATION PRESENT WITH QUALIFER (i OR t)

S3A.1SB 3 5/8" 4 7/8" NA40U4651 HR.

S6A.1SB 6" 7 1/4" NA40U4651 HR.

WALL TAG

STRUCTURAL

SIZE

FINISH DIM FIRE RATING UL DESIGN

MIN STC

RATING

COMMENTS

S3A.GiL 3 5/8" 4 7/8" SEE PHYSICIST REPORTNANANA

6" 7 1/4" NANANA

LINE OF STRUCTURE ABOVE

LINE OF CEILING

LINE OF STRUCTURE BELOW

PLAN

5/8"

STRUCTURAL SIZE

5/8"

FINISH DIMENSION

LEAD LINED 5/8" TYPE X GYP BD

BEAD OF CONT. SEALANT

LEAD FLASHING

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

CEILING

DEEP LEG SLIP TRACK AT DECK

HOLD GYPSUM BACK FROM DECK FOR

DEFLECTION

INSULATION PRESENT WITH QUALIFER (i OR t)

SEE PHYSICIST REPORT

5/8" TYPE X GYP BD

S6A.GiL

STEEL STUDS @ 16" O.C.

RADIATION SIDE NOTE:

SEE PHYSICIST REPORT FOR LEAD

LINED WALL REQUIREMENTS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C

U s e rs \d c h ri s te n s e n \D o c u m e n ts \1

.1

.0

N u c M e d v d c h ri s te n s e n M

N F

X

.r v t

/2

/2

:5

:1

A

M

AE002

ARCHITECTURAL WALL TYPES

GUIDON DESIGN, INC.

1221 N. PENNSYLVANIA STREET

SUITE 200

INDIANAPOLIS, INDIANA 46202

317.800.6388

HEAPY

1400 W. DOROTHY LANE

DAYTON, OH 45409

937.224.0861

RELOCATE NUCLEAR MEDICINE

SERVICES FOR CENTRALIZED

SERVICES

INDIANAPOLIS, IN

583-20-102

01/28/2021 JLG PAE, II

BID DOCUMENTS

FULLY SPRINKLERED

SCALE: 1 1/2" = 1'-0"AE002

1 RATED WALL PRIORITY

SCALE: 1 1/2" = 1'-0"AE002

2 DEFLECTION TRACK

WALL TYPE SCHEDULE

WALL TYPES USED IN THIS PROJECT

F0D.G

F1D.G

F3D.G

F3D.Gi

F6A.Gi

F6A.GiL

F6D.G

F6D.Gi

S3A.1F

S3A.G

S3A.Gi

S3B.SP

S3D.Gi

S6A.Gi

S6A.GiL

ROOM STC SCHEDULE - FGI REQUIREMENTS, AS APPLICABLE

ROOM NUMBER ROOM NAME Remarks STC BOD STC PRV.

ROOM

TYPE/OCC.

A-B01 SOILED UTILITY N/A 40 N/A

A-B002 DOSE ADMIN. ROOM 50 ROOM - 35 CORRIDOR 53 DOSING

A-B003 DOSE ADMIN. ROOM 50 ROOM - 35 CORRIDOR 53 DOSING

A-B004 PET / CT 2 50 ROOM - 35 CORRIDOR 44 SCANNING

A-B004a PET EQUIPMENT ROOM 50 ROOM - 35 CORRIDOR 53 STAFF

A-B005 COMBINED PET CONTROL ROOM 50 ROOM - 35 CORRIDOR 53 STAFF

A-B006 PET / CT 1 50 ROOM - 35 CORRIDOR 53 SCANNIG

A-B006a PET EQUIPMENT ROOM 50 ROOM - 35 CORRIDOR 53 STAFF

A-B007 HOT LAB 50 ROOM - 35 CORRIDOR 53 STAFF

A-B007a RADIOACTIVE WASTE STORAGE N/A 40 N/A

A-B008 DOSE ADMIN. ROOM EXISTING 50 ROOM - 35 CORRIDOR 50 DOSING

A-B009 DOSE ADMIN. ROOM EXISTING 50 ROOM - 35 CORRIDOR 50 DOSING

A-B010 DOSE ADMIN. ROOM EXISTING 50 ROOM - 35 CORRIDOR 50 DOSING

A-B012 DOSE ADMIN. ROOM EXISTING 50 ROOM - 35 CORRIDOR 50 DOSING

A-B013 READING & CONSULTATION 50 ROOM - 35 CORRIDOR 40 CONSULT

A-B014 EQUIP CALIBRATION 35 CORRIDOR 40 N/A

A-B015 STAFF LOUNGE N/A 40 STAFF

A-B016 NM TOILET, PATIENT 45 CORRIDOR 45 TOILET ROOM

A-B017 NM TOILET, PATIENT 45 CORRIDOR 45 TOILET ROOM

A-B018 SUPERVISOR OFFICE 35 CORRIDOR 40 STAFF

A-B019 MSA / SCHEDULING 35 CORRIDOR 40 STAFF

A-B020 OUTPATIENT WAITING 35 CORRIDOR 40 PUBLIC

A-B021 INPATIENT HOLDING NO DOOR N/A N/A PATIENT

A-B022 THYROID UPTAKE 50 ROOM - 35 CORRIDOR 40 PATIENT

A-B023 CARDIAC STRESS TESTING 50 ROOM - 35 CORRIDOR 40 PATIENT

A-B024 PATIENT INTERVIEW ROOM 50 ROOM - 35 CORRIDOR 50 CONSULT

A-B025 ELEC ROOM EXISTING N/A N/A N/A

A-B026 TOILET, STAFF 45 CORRIDOR 45 TOILET ROOM

A-B027 TOILET, STAFF 45 CORRIDOR 45 TOILET ROOM

A-B028 PET TOILET, PATIENT 45 CORRIDOR 45 TOILET ROOM

A-B029 NM CONTROL RM 50 ROOM - 35 CORRIDOR 53 STAFF

A-B029a NM SCAN 1 50 ROOM - 35 CORRIDOR 53 SCANNING

A-B029b NM SCAN 2 50 ROOM - 35 CORRIDOR 53 SCANNING

A-B030 DIGI ROD, MOBILE EQUIPMENT NOT ENCLOSED N/A N/A N/A

A-B031 CLEAN SUPPLY N/A 40 N/A

C-1 STAFF ENTRANCE CORRIDOR 35 CORRIDOR N/A N/A

C-2 NORTH CORRIDOR 35 CORRIDOR N/A N/A

C-3 EAST CORRIDOR 35 CORRIDOR N/A N/A

C-4 SOUTH CORRIDOR 35 CORRIDOR N/A N/A

C-5 WEST CORRIDOR 35 CORRIDOR N/A N/A

C-5A ALCOVE N/A N/A N/A

C-6 CORRIDOR 35 CORRIDOR N/A N/A

C-6a CLOSET N/A N/A N/A

CB-9 CORRIDOR 35 CORRIDOR N/A N/A

CB-10 AUDITORIUM CORRIDOR 35 CORRIDOR N/A N/A

DN

UP

N

KEY PLAN

PROJECT

LOCATION

A

457 3.5

B

C

D

E

F

2.58910

83 SF

LEAD CLERK

A-B023

632 SF

LOG SERVICE

A-B032

139 SF

TRAINING

A-B021

90 SF

ASST CH HIMS

A-B025

94 SF

CHIEF HIMS

A-B024

17 SF

ELEC.

A-B031

206 SF

SEC. / WAITING

A-B030

992 SF

CODING SECTION

A-B026

465 SF

DW-1 CODERS

A-B028

264 SF

STAFF WORK ROOM

A-B003B

100 SF

RECP.

A-B003A

364 SF

WAITING

A-B002

703 SF

CORRIDOR

CB-33

65 SF

TOILET

A-B014

66 SF

TOILET

A-B013

64 SF

PAT. SHOWER &

DEC. SHOWER

A-B012

134 SF

CONTROL

A-B011B

101 SF

READING

A-B011A

106 SF

CLEAN

A-B010

120 SF

UPTAKE

A-B009

83 SF

UPTAKE

A-B008

114 SF

UPTAKE

A-B007

114 SF

UPTAKE

A-B006

123 SF

UPTAKE

A-B005

104 SF

STORAGE

A-B017d

105 SF

SOILED UTILITY

A-B004

517 SF

ROI

A-B017b

91 SF

ROI

A-B017c

180 SF

QSV

A-B017a

120 SF

CHIEF OF SRD

A-B043

210 SF

QSV ICRA

A-B043b

219 SF

QSV

A-B018

124 SF

QSV

A-B018A

111 SF

QSV

A-B034

79 SF

QSV

A-B033C

587 SF

QSV OFFICE

A-B033A

471 SF

FISCAL

A-B036

82 SF

FISCAL

A-B037

84 SF

FISCAL OFFICE

A-B038

125 SF

FISCAL

A-B039

693 SF

CORRIDOR

CB-12

77 SF

OFFICE

A-B028

1050 SF

SCANNING &

TRANSCRIPTION

OFFICE

A-B029

126 SF

EQUIPMENT

A-B011D

454 SF

PET / CT

A-B011C

608 SF

CORRIDOR

CB-00

78 SF

OFFICE

A-B027

D.5

6264 SF

MECHANICAL

A-B148

1302 SF

MECHANICAL

A-B150

240 SF

R.O. EQUIPMENT

A-B151 344 SF

ENG. INTERIOR

DESIGN STORAGE

ROOM

C-B055

143 SF

EMS STORAGE

A-B159

64 SF

TELE. ROOM

B-B051

111213

2092 SF

AUDITORIUM

B-B066

1779 SF

OFFICE

B-B040

153 SF

QCIS

B-B039

234 SF

TEAM ROOM

B-B038

76 SF

RISK MANAGER

B-B044

118 SF

CHIEF QUALITY

MANAGEMENT

B-B045

68 SF

INFECTION

CONTROL MANAGER

B-B046

84 SF

NOURISHMENT

B-B047

152 SF

CHEIF LOG.

B-B042

270 SF

ASSISTANT LOG

B-B041

105 SF

PATIENT SAFETY

MANAGER

B-B043

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C

U s e rs \d c h ri s te n s e n \D o c u m e n ts \1

.1

.0

N u c M e d v d c h ri s te n s e n M

N F

X

.r v t

/2

/2

:5

:4

A

M

AD100

EXISTING LOWER LEVEL FLOOR

PLANGUIDON DESIGN, INC.

1221 N. PENNSYLVANIA STREET

SUITE 200

INDIANAPOLIS, INDIANA 46202

317.800.6388

HEAPY

1400 W. DOROTHY LANE

DAYTON, OH 45409

937.224.0861

RELOCATE NUCLEAR MEDICINE

SERVICES FOR CENTRALIZED

SERVICES

INDIANAPOLIS, IN

583-20-102

01/28/2021 JLG DMC

BID DOCUMENTS

FULLY SPRINKLERED

SCALE: 1/8" = 1'-0"AD100

1 EXISTING LOWER LEVEL PLAN

N

DN

UP

DEMOLITION GENERAL NOTES

A. COORDINATE DEMOLITION WITH NEW CONSTRUCTION. ALL DEMOLITION AND

REPAIR NECESSARY TO COMPLETE NEW AND REMODEL CONSTRUCTION

SHALL BE PROVIDED. CONTRACTOR SHALL REMOVE EXISTING

IMPROVEMENTS WHETHER OR NOT SPECIFICALLY INDICATED ON THE

DRAWINGS TO FACILITATE THE COMPLETION OF ALL REQUIRED WORK.

CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL QUANTITIES AND

ITEMS REQUIRED TO BE REMOVED.

B. REFER TO ARCHITECTURAL SYMBOLS ON SHEET AE001 FOR DEMOLITION

SYSTEMS AND DRAWING NOMENCLATURE.

C. EXISTING STRUCTURE WITHIN THE PROJECT BOUNDARY SHALL REMAIN

UNLESS OTHERWISE NOTED.

D. SURFACES TO BE CUT AND CONDITIONS UNDER WHICH CUTTING IS TO BE

PREFORMED SHALL BE REVIEWED BY CONTRACTOR PRIOR TO CUTTING TO

VERIFY NO UNSAFE OF UNSATISFACTORY CONDITIONS EXIST. SUCH

CONDITIONS SHALL BE RECTIFIED BEFORE WORK MAY PROCEED.

E. EXTENTS OF DEMOLITION SHALL BE COORDINATED WITH THE DIMENSION

FLOOR PLAN AE101 AND ENGINEERING DRAWINGS FOR ADDITIONAL

INFORMATION.

F. DIMENSIONS SHOWN FOR EXISTING CONSTRUCTION TO BE DEMOLISHED

ARE APPROXIMATE AND ARE INTENDED TO GIVE A GENERAL SCOPE OF

WORK TO BE REMOVED OR TEMPORARILY REMOVED TO ACCOMMODATE

NEW CONSTRUCTION. COORDINATE DEMOLITION WORK WITH DESIGN

INTENT OF NEW CONSTRUCTION TO PROVIDE ADEQUATE AREA FOR THIS

WORK.

G. CONTRACTORS SHALL REMOVE INDICATED DEMOLITION OF CONSTRUCTION

ASSEMBLIES IN THEIR ENTIRETY, UNLESS OTHERWISE NOTED, TO

ACCOMMODATE NEW CONSTRUCTION.

H. MAKE ALL DEMOLITION CLEAN AND COMPLETE IN A MANNER TO RECEIVE

NEW FINISHES. DEMOLITION SHOULD BE PERFORMED IN A MANNER SUCH

THAT THE CONTRACTOR CAN SEAMLESSLY PATCH NEW WORK TO BE

SMOOTH AND UNDETECTABLE.

I. ABOVE CEILING WORK WHERE CEILINGS ARE TO REMAIN, CEILING TILES

SHALL BE REMOVED AND STORED IN A SAFE MANNER UNTIL CEILING TILES

CAN BE REINSTALLED. DAMAGED AND BROKEN CEILING TILES SHALL BE

REPLACED BY CONTRACTOR. GYPSUM BOARD CEILINGS SHALL BE PATCHED

AND PAINTED TO SEAMLESSLY MATCH EXISTING CEILING COLOR

FOLLOWING ABOVE CEILING DEMOLITION ACTIVITY. THIS SHALL INCLUDE

REPAIR TO THE CEILING GRID, SUSPENSION SYSTEM AND ALL ASSOCIATED

ASSEMBLIES AS WELL AS THE REPLACEMENT OF DAMAGED CEILING

PANELS, WITHIN AND BEYOND PROJECT LIMITS.

J. COORDINATE FULL SCOPE OF DEMOLITION WORK WITH ENGINEERING AND

VENDOR DRAWINGS.

K. WHERE EXISTING FLOOR FINISH IS REMOVED, FLOORING AND ADHESIVE

SHALL BE REMOVED TO PROVIDE A CLEAN FLOOR SLAB. FLOOR SLAB SHALL

BE FILLED/ LEVELED TO PROVIDE A LEVEL FINISH PER NEW FLOORING

MANUFACTURES RECOMMENDATIONS. REFER TO SPECIFICATION 09 05 16.

L. WALLS SHALL BE REMOVED THROUGHOUT PROJECT BOUNDARY UNLESS

OTHERWISE INDICATED.

M. COLUMN WRAPS SHALL BE REMOVED FROM EXISTING COLUMNS

THROUGHOUT PROJECT BOUNDARY UNLESS OTHERWISE INDICATED.

N. FLOORING AND WALL BASE SHALL BE REMOVED THROUGHOUT PROJECT

BOUNDARY UNLESS OTHERWISE INDICATED.

O. REMOVE WALL MOUNTED ACCESSORIES AND MOUNTING HARDWARE

THROUGHOUT PROJECT BOUNDARY UNLESS OTHERWISE NOTED.

P. REMOVE ALL PLUMBING FIXTURES AND ASSOCIATED ACCESSORIES

THROUGHOUT PROJECT BOUNDARY UNLESS OTHERWISE NOTED. REFER TO

PLUMBING PLAN FOR ADDITIONAL INFORMATION.

Q. REMOVE DOOR LEAVES, FRAMES AND HARDWARE THROUGHOUT PROJECT

BOUNDARY UNLESS OTHERWISE NOTED.

R. REMOVE EXISTING WALL PROTECTION, CORNER GUARDS, HANDRAILS AND/

OR GUARDRAILS THROUGHOUT PROJECT BOUNDARY UNLESS OTHERWISE

NOTED.

S. CONTRACTOR TO REMOVE ALL OFFICE CUBICLES AND FURNITURE

THROUGH PROJECT BOUNDARY UNLESS OTHERWISE NOTED.

DEMOLITION PLAN NOTES

1. REMOVE WALL AND FLOOR MOUNTED CASEWORK.

2. REMOVE INDICATED PORTION OF WALL TO ACCOMMODATE NEW WORK.

3. REMOVE EXISTING SERVICE COUNTER.

4. EXISTING DOOR, FRAME AND HARDWARE TO REMAIN.

5. REMOVE EXISTING SLIDING SERVICE WINDOW AND FRAME IN ITS ENTIRETY.

6. REMOVE EXISTING COUNTERTOP AND PLUMBING FIXTURES.

7. REMOVE EXISTING HANDRAIL AND RUB RAIL COMPLETE.

8. REMOVE ALUMINUM STOREFRONT OPENING AND FRAME.

9. REMOVE EXISTING CHAIR RAIL.

10. EXISTING GRAB BARS TO REMAIN.

11. EXISTING PLUMBING FIXTURES TO REMAIN.

12. EXISTING CASEWORK TO REMAIN.

13. REMOVE EXISTING HANDRAIL AND RUB RAIL. CUT AND RECONFIGURE TO

ACCOMODATE NEW WALL CONFIGURATION. SEE ARCHITECTURAL PLAN.

14. EXISTING HANDRAIL AND RUB RAIL TO REMAIN.

15. EXISTING RECESSED FIRE EXTINGUISHER CABINET TO REMAIN.

16. REMOVE EXISTING WALL MOUNTED FIRE EXTINGUISHER.

17. EXISTING WALL BASE TO REMAIN

18. REMOVE EXISTING EMERGENCY SHOWER

19. PORTION OF EXISTING SLAB TO BE SAWCUT AND REMOVED.

20. REMOVE EXISTING FLOORING

21. REMOVE EXISTING WINDOW

22. EXISTING RAISED CONCRETE PAD

23. PET/CT EQUIPMENT TO BE REMOVED BY VENDOR.

DEMOLITION SYMBOL LEGEND

IMAGE DIRECTION

IMAGE NUMBER

LOCATION OF EXISTING

CONDITION IMAGES, REFER TO

SHEET AD103

N

KEY PLAN

PROJECT

LOCATION

A

3.5

B

C

D

E

F

2.5

7 7

7 7

5' - 0"

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

3' - 7"

141414 141414

14 14

9'

6' - 1" 5' - 0"

1'

/4

/8

1'

/8

2'

1/ 8"

/8

2'

1/ 2"

9'

/4

5'

3'

1"

5'

1"

6'

8'

/4

27' - 0" 27' - 0" 27' - 0" 27' - 0" 2' - 2" 19' - 0" 41' - 4" 25' - 0" 25' - 0" 25' - 0" 1' - 8"

1'

D.5

111213

'-1

3/

8" 9'

-0

8' -6

/8

9'

-0

'-6

/8

21'-2" 2'-2 1/2" 6' -6

/8

'-3

/8

'-0

/8

'-4

/8

9' -7

/8

23'-8" 11'-0 5/8" 6'-4 7/8" 31'-4 3/4" 9'-4 7/8" 9'-0 1/2"

8' -8

/8

'-4

/8

'-0

/8

'-1

1/ 4"

9' -9

/8

'-3

8' -1

/8

8'

-4

8' -1

/4

'-9

/8

9' -1

3/

4" 4'

-6

/8

'-8

/4

5'

-1

/8

9' -3

/4

10'-10 3/4" 12'-8" 12'-8 7/8" 9'-8 5/8" 6'-4 7/8"

9'-1 1/8" 5'-6 3/8" 19'-9 1/8" 6'-8 7/8"

13'-5 3/8" 12'-6" 8'-8 3/8" 6'-4 7/8"

18'-0 1/2" 16'-8 1/8" 6'-4 7/8"

34'-8 5/8" 6'-4 7/8" 42'-6 1/2" 9'-5 1/4"

19'-3 1/8" 7'-6 7/8" 12'-11" 8'-8 7/8"

21'-2"

9'-10 7/8" 8'-4 7/8"

'-0

'-0

/2

'-3

/8

7'

-3

/2

3/

4"

'-1

3/ 8"

3/

4" 8'

-0

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

26'-10" 12'-11" 18'-9" 17'-5"

12'-6 1/4"

11'-3 7/8" 15'-6 7/8" 4'-6"

'-6

/8

'-7

/8

9' -1

/4

'-2

/8

5' -1

/8

'-5

/8

'-1

1/

4"

'-1

5/

8"

7' -1

7/

8"

1'-0 1/4" 22'-5 5/8" 1'-6 1/8"

12'-3 3/8"

7'-5 3/4" 10'-7 3/8" 1'-8"

'-0

/2

2'

-0

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

/8

1'

-9

/8

'-5

/4

'-8

/8

'-6

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

10'-2 1/8"

'-9

/8

'-0

20'-5 1/8" 12'-11" 12'-2 5/8"

6'-9 3/8"

(1)

(2)

(3)

(4)

(5)

(6)

(7)

LEAD CLERK

A-B023

LOG SERVICE

A-B032

TRAINING

A-B021

ASST CH HIMS

A-B025

CHIEF HIMS

A-B024

ELEC.

A-B031

SEC. / WAITING

A-B030

CODING SECTION

A-B026

DW-1 CODERS

A-B028

STAFF WORK ROOM

A-B003B

RECP.

A-B003A

WAITING

A-B002

CORRIDOR

CB-33

TOILET

A-B014

TOILET

A-B013 PAT. SHOWER &

DEC. SHOWER

A-B012

CONTROL

A-B011BREADING

A-B011A

CLEAN

A-B010

UPTAKE

A-B009

UPTAKE

A-B008

UPTAKE

A-B007UPTAKE

A-B006

UPTAKE

A-B005

STORAGE

A-B017d

SOILED UTILITY

A-B004

ROI

A-B017b

ROI

A-B017c

QSV

A-B017a

CHIEF OF SRD

A-B043

QSV ICRA

A-B043b

QSV

A-B018

QSV

A-B018A

QSV

A-B034

QSV

A-B033C

QSV OFFICE

A-B033A

FISCAL

A-B036

FISCAL

A-B037

FISCAL OFFICE

A-B038

FISCAL

A-B039

C O

R R

ID

O

R

C B

-1

OFFICE

A-B028

SCANNING &

TRANSCRIPTION

OFFICE

A-B029

EQUIPMENT

A-B011D

PET / CT

A-B011C

CORRIDOR

CB-00

OFFICE

A-B027

MECHANICAL

A-B148

MECHANICAL

A-B150

R.O. EQUIPMENT

A-B151

ENG. INTERIOR

DESIGN STORAGE

ROOM

C-B055

EMS STORAGE

A-B159

TELE. ROOM

B-B051

2092 SF

AUDITORIUM

B-B066

1779 SF

OFFICE

B-B040

153 SF

QCIS

B-B039

234 SF

TEAM ROOM

B-B038

76 SF

RISK MANAGER

B-B044

118 SF

CHIEF QUALITY

MANAGEMENT

B-B045

68 SF

INFECTION

CONTROL MANAGER

B-B04684 SF

NOURISHMENT

B-B047

152 SF

CHEIF LOG.

B-B042

270 SF

ASSISTANT LOG

B-B041

105 SF

PATIENT SAFETY

MANAGER

B-B043

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C

U s e rs \d c h ri s te n s e n \D o c u m e n ts \1

.1

.0

N u c M e d v d c h ri s te n s e n M

N F

X

.r v t

/2

/2

:5

:5

A

M

AD101

LOWER LEVEL DEMOLITION PLAN

GUIDON DESIGN, INC.

1221 N. PENNSYLVANIA STREET

SUITE 200

INDIANAPOLIS, INDIANA 46202

317.800.6388

HEAPY

1400 W. DOROTHY LANE

DAYTON, OH 45409

937.224.0861

RELOCATE NUCLEAR MEDICINE

SERVICES FOR CENTRALIZED

SERVICES

INDIANAPOLIS, IN

583-20-102

01/28/2021 JLG ELB

BID DOCUMENTS

FULLY SPRINKLERED

SCALE: 1/8" = 1'-0"AD101

1 LOWER LEVEL DEMOLITION PLAN

N

S

S

S

D

D

DD

DD

D

D

S

S

SS

D

S

D

S

S

1 6 7

1 6

1 6 9 105

10 6

1 6 95

5 6

1 5 6 9 13

1 5 6 9

1 5 6 9 13 7 1 16 17

1 5 6

8 9 13

1 5 6 91 5

6 9

1 5 6 9

16 17

1 5 6 9

16 8

1 5 6 9

16 8

5 6

16 8

1 6

13 16

1 6

13 16

1 5 6

16 9

1 6

1 5 16

1 5

16 6

1 5 6 9

17 8

1 16 17

1 16

6 14

1 16

6 17

1 16 176

6 16

DEMOLITION RCP NOTES

1. REMOVE ACOUSTIC PANEL CEILING ASSEMBLY IN ITS ENTIRETY.

2. EXISTING LIGHT FIXTURES TO REMAIN

3. EXISTING ACOUSTIC PANEL CEILING ASSEMBLY TO REMAIN.

4. EXISTING CEILING DIFFUSERS TO REMAIN.

5. REMOVE EXISTING SPEAKERS.

6. REMOVE AND RELOCATE EXISTING SPRINKLER HEADS. COORDINATE WITH

MECHANICAL DRAWINGS.

7. REMOVE EXISTING EXIT SIGNS

8. REMOVE EXISTING CEILING MOUNTED CAMERAS

9. REMOVE EXISTING SMOKE DETECTORS

10. REMOVE CEILING MOUNTED SIGNAGE

11. REMOVE 36" DIAMETER LIGHT FIXTURE

12. REMOVE CEILING MOUNTED ELECTRICAL OUTLETS

13. REMOVE CEILING MOUNTED ROUTER

14. EXISTING SPRINKLER HEADS TO REMAIN.

15. REMOVE EXISITNG BULKHEAD CONSTRUCTION.

16. REMOVE EXISTING CEILING DIFFUSERS

17. REMOVE EXISTING LIGHT FIXTURES.

18. REMOVE EXISTING PATIENT LIFT - SALVAGE FOR REINSTALLATION.

N

KEY PLAN

PROJECT

LOCATION

2x4 EMERGENCY LIGHT

DEMOLITION RCP LEGEND

2x4 FLUORESCENT LIGHT TO BE DEMOLISHED

1x4 FLUORESCENT LIGHT TO BE DEMOLISHED

36" DIAMETER LIGHT FIXTURE

HVAC RETURN DIFFUSER TO BE DEMOLISHED

HVAC SUPPLY DIFFUSER TO BE DEMOLISHED

S SPEAKER

D SMOKE DETECTOR

2x4 FLUORESCENT LIGHT TO REMAIN

1x4 FLUORESCENT LIGHT TO REMAIN

HVAC RETURN DIFFUSER TO REMAIN

HVAC SUPPLY DIFFUSER TO REMAIN

RECESSED CAN LIGHTING

EXIT LIGHTING

HVAC SUPPLY LINEAR DIFFUSER

MECH / ELEC ITEMS REFER TO MEP SHEETS AS APPLICABLE

PATIENT LIFT

83 SF

LEAD CLERK

A-B023

632 SF

LOG SERVICE

A-B032

139 SF

TRAINING

A-B021

90 SF

ASST CH HIMS

A-B025

94 SF

CHIEF HIMS

A-B024

17 SF

ELEC.

A-B031

206 SF

SEC. / WAITING

A-B030

992 SF

CODING SECTION

A-B026

465 SF

DW-1 CODERS

A-B028

264 SF

STAFF WORK ROOM

A-B003B

100 SF

RECP.

A-B003A

364 SF

WAITING

A-B002

703 SF

CORRIDOR

CB-33

65 SF

TOILET

A-B014

66 SF

TOILET

A-B013

64 SF

PAT. SHOWER &

DEC. SHOWER

A-B012

134 SF

CONTROL

A-B011B

101 SF

READING

A-B011A

106 SF

CLEAN

A-B010

120 SF

UPTAKE

A-B009

83 SF

UPTAKE

A-B008

114 SF

UPTAKE

A-B007

114 SF

UPTAKE

A-B006

123 SF

UPTAKE

A-B005

104 SF

STORAGE

A-B017d

105 SF

SOILED UTILITY

A-B004

517 SF

ROI

A-B017b

91 SF

ROI

A-B017c

180 SF

QSV

A-B017a

120 SF

CHIEF OF SRD

A-B043

210 SF

QSV ICRA

A-B043b

219 SF

QSV

A-B018

124 SF

QSV

A-B018A

111 SF

QSV

A-B034 79 SF

QSV

A-B033C

587 SF

QSV OFFICE

A-B033A

471 SF

FISCAL

A-B036

82 SF

FISCAL

A-B037

84 SF

FISCAL OFFICE

A-B038

125 SF

FISCAL

A-B039

S

F

C O

R R

ID

O

R

C B

-1

77 SF

OFFICE

A-B028

1050 SF

SCANNING &

TRANSCRIPTION

OFFICE

A-B029

126 SF

EQUIPMENT

A-B011D

454 SF

PET / CT

A-B011C

608 SF

CORRIDOR

CB-00

78 SF

OFFICE

A-B027

6264 SF

MECHANICAL

A-B148

1302 SF

MECHANICAL

A-B150

240 SF

R.O. EQUIPMENT

A-B151 344 SF

ENG. INTERIOR

DESIGN STORAGE

ROOM

C-B055

143 SF

EMS STORAGE

A-B159

64 SF

TELE. ROOM

B-B051

2092 SF

AUDITORIUM

B-B066

1779 SF

OFFICE

B-B040

153 SF

QCIS

B-B039

234 SF

TEAM ROOM

B-B038

76 SF

RISK MANAGER

B-B044

118 SF

CHIEF QUALITY

MANAGEMENT

B-B045

68 SF

INFECTION

CONTROL MANAGER

B-B04684 SF

NOURISHMENT

B-B047

152 SF

CHEIF LOG.

B-B042

270 SF

ASSISTANT LOG

B-B041

105 SF

PATIENT SAFETY

MANAGER

B-B043

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C

U s e rs \d c h ri s te n s e n \D o c u m e n ts \1

.1

.0

N u c M e d v d c h ri s te n s e n M

N F

X

.r v t

/2

/2

:5

:0

A

M

AD102

LOWER LEVEL REFLECTED

CEILING DEMOLITION PLANGUIDON DESIGN, INC.

1221 N. PENNSYLVANIA STREET

SUITE 200

INDIANAPOLIS, INDIANA 46202

317.800.6388

HEAPY

1400 W. DOROTHY LANE

DAYTON, OH 45409

937.224.0861

RELOCATE NUCLEAR MEDICINE

SERVICES FOR CENTRALIZED

SERVICES

INDIANAPOLIS, IN

583-20-102

01/28/2021 JLG ELB

BID DOCUMENTS

FULLY SPRINKLERED

SCALE: 1/8" = 1'-0"AD102

1 LOWER LEVEL DEMOLITION REFLECTED CEILING PLAN N