610-311 FW Primary Care Drawings ARCHITECTURAL.pdf

PDF 27 MB Posted

Attached to
Y1DA--Expand First Floor B-1 for PACT - 610-311
Solicitation number
36C25020B0004
Issued by

About this file

This federal contract opportunity is a solicitation from the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 10 to expand the first floor of Building 1 at the VA Northern Indiana Health Care System campus in Fort Wayne, Indiana. Key requirements of the solicitation include expanding primary care services by renovating approximately 12,000 square feet of existing space to accommodate additional exam rooms, waiting areas, offices, and support spaces. The projected award date is January 2020 with an estimated completion date of December 2021.

View the file

Other files

File Type Posted
2020.8.6. Add 3 088000 - Glazing.docx DOCX document
16.1045 - 2020.8.6. Add 3 Civil Sheets.pdf PDF
2020.8.6. Add 3 061000 - Rough Carpentry.docx DOCX document
36C25020B0004 0008.docx DOCX document
16.1045 - 2020.8.6 Addendum 3 Responses.pdf PDF
2020.8.6. Add 3 090600 - SCHEDULE OF FINISHES.docx DOCX document
16.1045 - 2020.8.6. Add 3 Arch Sheets.pdf PDF
2020.8.6. Add 3 083616.13 - BARN DOOR.doc DOC document
16.1045 - 2020.8.6 Revised Sheet MI102.pdf PDF
36C25020B0004 0007.docx DOCX document
36C25020B0004 0006.docx DOCX document
36C25020B0004 0005.pdf PDF
RFI - 7-30-2020.pdf PDF
Masking due to COVID.pdf PDF
RFI - 7-31-2020.pdf PDF
RFI - 7-29-2020.pdf PDF
08 44 13 - Glazed Aluminum Curtain Walls.pdf PDF
16.1045 - 2020.7.28 - Addendum 2.pdf PDF
16965 - PD101 - BASEMENT PLUMBING REMOVAL PLAN.pdf PDF
36C25020B0004 0004.pdf PDF
16965 - PL101 - BASEMENT PLUMBING PLAN.pdf PDF
RFI Form AHS 1 Plumbing.pdf PDF
RFI Form AHS 4 Plumbing.pdf PDF
RFI Form AHS 3 Plumbing.pdf PDF
RFI Form AHS 2 Plumbing.pdf PDF
16.1045 - 2020.7.16 - Addendum 1 Revised Sheets.pdf PDF
16.1045 - 2020.7.16 - Addendum 1 Description.pdf PDF
36C25020B0004 0003.pdf PDF
36C25020B0004 0002.docx DOCX document
Sign-in Sheet Sub-Contractors.pdf PDF
Sign-in Sheet Prime Contractors 7-7-2020.pdf PDF
36C25020B0004 0001.docx DOCX document
36C25020B0004.docx DOCX document
610-311 FW Primary Care Drawings STRUCTURAL.pdf PDF
610-311_6.24.2020_FW Primary Care Drawings GENERAL.pdf PDF
610-311 FW Primary Care Drawings MEP.pdf PDF
610-311 FW Primary Care Drawings CIVIL.pdf PDF
36C25020B0004_2.docx DOCX document
Wage Determination - Highway 6-12-20.pdf PDF
36C25020B0004_3.docx DOCX document
Spec Volume 1 - 610-311.pdf PDF
Wage Determination - Building 6-12-20.pdf PDF
Spec Volume 2 - 610-311.pdf PDF
Contractor Certification Regarding Safety and Environmental.pdf PDF
RFI Form.pdf PDF
Show all 45

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

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.

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. WHICH IS EQUAL TO 772' - 2 1/2" ABOVE SEA LEVEL.

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 ALSO RESPONSIBLE FOR COORDINATION OF DELIVERY, MOUNTING,

INSTALLATION, AND ROUGH-IN, ETC.

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.

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 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.

ALL ITEMS THAT ARE INDICATED FOR REMOVAL AND REINSTALLATION MUST BE

DOCUMENTED BY THE CONTRACTOR AS TO EXISTING CONDITION / QUALITY PRIOR TO

REMOVAL, AND SUCH DOCUMENTATION SHALL BE PROVIDED TO THE VA PRIOR TO

REMOVAL UPON REINSTALLATION, IF THE SALVAGED ITEMS ARE FOUND TO NOT BE IN THE

SAME CONDITION AS THEY WERE PRIOR TO REMOVAL, THE CONTRACTOR SHALL PROVIDE

A NEW ITEM OF EQUAL OR HIGHER QUALITY AND PERFORMANCE TO THE VA, AT NO COST

TO THE VA. THE SALVAGED ITEMS SHALL ALSO BE RETURNED TO THE VA.

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

AI AIR INTAKE

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

CW CURTAIN WALL

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

PACS PHYSICAL ACCESS CONTROL SYSTEMS

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

SCWD SOLID CORE WOOD DOOR

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 WAINSCOT

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

VIEW TITLE

ACCESSIBILITY SYMBOL

N

TRUE NORTH ARROW

ROOM

NEW WALL

WALL TO BE REMOVED

WALL TYPE TAG

S3.A2

INDICATES STRUCTURAL MATERIAL

INDICATES NOMINAL SIZE

INDICATES CONSTRUCTION

INDICATES TOP OF WALL CONDITION

REFER TO WALL TAG 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

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

L.

M.

N.

O.

P.

Q.

R.

S.

T.

U.

V.

W.

X.

Y.

Z.

AA.

EXISTING WALL CONSTRUCTION TO REMAIN

A 9'-0"

CEILING TAG CEILING TYPE

FINISHED CEILING HEIGHT

REFER TO CEILING LEGEND

FOR MORE INFORMATION

EXTENT OF REVISION

REVISION SET

101 EQUIPMENT/FURNITURE TAG

TEMPORARY IC BARRIER WALL

CONSTRUCTION (DUST WALL)

PROJECT BOUNDARY

BEYOND PROJECT BOUNDARY

SCALE

TITLE

SHEET

X EXISTING COLUMN

X NEW COLUMN

1' - 0"

3'

6"

M A

X

4'

6" 3'

WALL TELEPHONE

DOOR LEVER /

LATCHSET

EXIT SIGN - ALIGN

WITH TOP OF FRAME

THERMOSTATS

SWITCHES

TYPICAL MOUNTING HEIGHTS

9"

1'

TV / CABLE OUTLET

ELECTRICAL & TELEPHONE

RECEPTACLES

M A

X

3'

1"

LIGHT SWITCH

6'

WALL MOUNTED SPEAKER

1' - 0"

M

IN6"

4'

AUDIO VISUAL

FIRE ALARM

FIRE ALARM

PULL STATION

4'

1' - 6"

1'

DIGITAL

ALARM

SYSTEM

4'

FIRE ALARM STATION

CODE CARD FLOOR

DESIGNATION

5'

3'

ELEVATOR BUTTONS

5'

EQ EQ EQ

(4

F O

R A

D A

IN

S

T A

LL

A

T

IO

N S

DOOR MOUNTED COAT

HOOKS

WALL MOUNTED COAT RACK

WALL MOUNTED

COAT HOOK

MOP AND BROOM

HOLDER

FIRE EXTINGUISHER CABINET

6'

T O

H A

N D

LE

3'

3"3"

2'

0"

CONTINUOUS HANDRAIL

CONTINUOUS FLOOR TO

CEILING CORNER GUARD

2"

NURSE CALL DOME LIGHT

(ALTERNATE LOCATION)

2"

6'

4'

STAFF STATION

DUTY STATION

MASTER STATION

MASTER PAGE INTERCOM FILM VIEWER

MASTER STATION

9"

5'

3'

PACS

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

DEFLECTION 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, INSULATED

UL DESIGN NO: U419

5/8" TYPE X GYP BD, BOTH SIDES

3 5/8" 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

DEFLECTION TRACK

3 5/8" STEEL STUD TRACK

STEEL STUD WALL BRACING @

4'-0" O.C. MAX

BEAD OF CONT. SEALANT, BOTH SIDES

INTERIOR WALL TYPES GENERAL NOTES

A.

B.

C.

D.

E.

F.

G.

REFER TO LIFE SAFETY PLAN FOR RATED WALL LOCATIONS.

PROVIDE 5/8" TYPE "X" GYPSUM WALLBOARD FOR WORK, UNLESS

OTHERWISE NOTED.

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

CONSTRUCTION.

PROVIDE 5/8" GLASS MATT IN SOILED ROOMS, BATH ROOMS, TOILET

ROOMS, ON WALLS BEHIND PLUMBING FIXTURES, WET LOCATIONS AND

WALL TILE.

PROVIDE CORNER AND END WALL FRAMING AS DETAILED ON AS501.

REFER TO SPECIFICATIONS FOR STUD GAUGE.

STUD SIZING IS SHOWN STUD GAUGE SHALL BE DETERMINED BY

DEFLECTION CRITERIA BASED OF DEFLECTION OF L/36B UNLESS WALL

HAS PLASTER TILE, OR OTHER BRITTLE/FRAGILE FINISH THEN USE L/240

AS THE CRITERIA..

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

DEFLECTION TRACK

6" STEEL STUD TRACK

STEEL STUD WALL BRACING @

4'-0" O.C. MAX

S1.F4 7/8" STEEL HAT CHANNEL MOUNTED HORIZONTALLY,

5/8" TYPE X GYP BD

5/8" TYPE X GYP BD

CONCRETE WALL / COLUMN. VIF

BEAD OF CONT. SEALANT

CEILING, RE: RCP SHEETS

7/8" STEEL HAT CHANNEL @ 24" O.C.

1'

M

IN

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

S3.F4 3 5/8" METAL STUD TO DECK, GYPSUM BOARD ONE SIDE,

INSULATED

5/8" TYPE X GYP BD AT INTERIOR

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

DEFLECTION TRACK

3 5/8" STEEL STUD TRACK

STEEL STUD WALL BRACING @

4'-0" O.C. MAX

S6.F1 6" METAL STUD TO DECK, GYPSUM BOARD ONE SIDE, INSULATED

5/8" TYPE X GYP BD, BOTH SIDES

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

DEFLECTION TRACK

3 5/8" STEEL STUD TRACK

STEEL STUD WALL BRACING @

4'-0" O.C. MAX

S4.C1 2 HOUR RATED 4" METAL STUDS TO DECK, INSULATED

UL DESIGN NO: U415

2 LAYERS 5/8" TYPE X GYP BD, 1 SIDE

BEAD OF CONT. SEALANT, BOTH SIDES

SOUND ATTENUATION BATT.

2" DEEP LEG 4" STEEL

DEFLECTION TRACK

4" STEEL SHAFT WALL STUD TRACK

STEEL STUD WALL BRACING @

4'-0" O.C. MAX

BEAD OF CONT. SEALANT, BOTH SIDES

1" TYPE X GYP LINER PANEL

M8.C1

EPOXY

8" X 8" X 16" CMU

PROVIDE 1" MIN GAP TO ALLOW

FOR DEFLECTION

TWO HOUR RATED 8" CMU WALL

UL DESIGN NO: U905

STEEL ANGLE, RE: STRUCT

DOWEL, RE: STRUCT FOR WALL

REINFORCEMENT

4" STEEL SHAFT WALL STUDS @

SPACING AS REQ'D BY UL RATING

INSULATE FLUTES OF METAL

DECK ABOVE WITH FIRE SAFING

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 FINISHED

CEILING

5=NON-INSULATED PARTIAL

HEIGHT WALL. REFER TO

ELEVATIONS.

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

NOT ALL TYPES ARE USED IN THIS

PROJECT

Drawing Title

Approved for Design Concept:

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

ARCHITECT/ENGINEERS:

VA NORTHERN INDIANA - FW

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

B

A

C

D

E

F

1 2 3 4 5 6 7 9

F

E

D

C

B

A

97 8654321

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

JAMES A. BROYLES, COR 610-311

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 and Civil Engineer

VA NORTHERN INDIANA HEALTH CARE SYSTEM

FORT WAYNE CAMPUS

FORT WAYNE, INDIANA

MEP Engineer

4031 TRANSPORTATION DR.

FORT WAYNE, IN 46818

(260) 918-3045

DESIGN-AIRE ENGINEERING, INC.

220 N COLLEGE AVE

INDIANAPOLIS, IN 46202

(317) 464-9090

Commissioning Agent

C U s e rs

\t s a n d e rs

\D o c u m e n ts

\1 .1

F W

P ri m a ry

C a re ts a n d e rs g u id o n d e s ig n .c o m

.r v t

CONSTRUCTION DOCUMENTS

AS001

TJSKLA

ARCHITECTURAL SYMBOLS AND

ABBREVIATIONS

2019/4/16

16.1045EXPAND BUILDING 1 - 1ST FLOOR

PRIMARY CARE

UP

W P

G

FI

FS

XX

WW

WW

YY

ZZ

A

B

B.5

23.9

23.9

28.2

28.2

30.1

30.1

30.5

30.5

31.9

31.9

32.9

32.9

33.9

33.9

35.1

35.1

36.2

36.2

C

C

AD202

A.4

AD202

AD311

AD312

AD312

AD312

AD312

WOMENS

LOCKER

ROOM

B-C-103A

MENS

LOCKER

ROOM

B-C-103B

SPS

ASSISTANT

OFFICE

B-C-103D

PREP/ASSEMBLY

B-C-106C

STERILE/

NON-STERILE

STORAGE

B-C-113

HAC

B-C-106G

STORAGE

(FUTURE

DUMBWAITER)

B-C-106F

STORAGE

(FUTURE

EQUIP.

ROOM)

B-C-113A

MENS

LOCKER

ROOM

B-C-109A

WOMENS

LOCKER

ROOM

B-C-109B

CORRIDOR

B-C-C3

HAC

B-C-114

OFFICE

B-C-116

OFFICE

(FUTURE

ELEVATOR)

B-C-EL3

STORAGE

(FUTURE

EQUIP

ROOM)

B-C-101

STORAGE

(FUTURE

DUMBWAITER)

B-C-102B

ROOM

WATER

TREATMENT

49C

WAREHOUSE

B-C-115

STERILIZER

ACCESS

B-C-106D

LOGISTICS

DIRECTOR

C-112B

LOGISTICS

CLERICAL

B-C-112

LOGISTICS

SUPERVISOR

B-C-112A

PURCHASING

B-C-111

VESTIBULE

B-C-110

CORRIDOR

B-C-C2

PPE AREA

B-C-106A

CONERENCE

ROOM /

TRAINING

B-C-105

OIT CLOSET

B-C-107

SPS

DIRECTOR

B-C-104A

CUBICLE,

CLERICAL

STAFF

B-C-104

SCOPE

STERILIZATION

B-C-106E

OFFICE

(FUTURE

ELEVATOR)

B-C-EL2

OFFICE

(FUTURE

ELEVATOR)

B-C-EL1

HAC

B-C-102A

CORRIDOR

B-C-C1

LOUNGE

B-C-103

PPE AREA

B-C-103C

CHILLER

B-C-100

STAIR 1

B-C-ST1

ELECTRICAL

B-C-108

LOUNGE,

STAFF

B-C-109

SCOPE

DECONTAMINATION

B-C-102C

DECONTAMINATION

B-C-102

AUTOMATIC

CART WASH

B-C-102D

CART PREP

B-C-106B

STAIRS

B-C-ST2

PHARMACY

STORAGE

OIT

53A

BIOMETRICS

MAIL ROOM

575859C59B59A

51 52

45B

49B

28.324.1

28.5

28.628.6

28.728.7

28.8

28.928.9

35343332313029282623.8 2524

I.

J.

K.

L.

M.

N.

O.

P.

Q.

R.

DEMOLITION NOTES

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

25.

26.

27.

28.

29.

30.

31.

32.

33.

34.

35.

36.

37.

38.

39.

40.

41.

42.

43.

REMOVE METAL STUD AND/OR BLOCK AND GWB PARTITION BELOW WINDOW OR DOOR

COMPLETE. CONSTRUCTION ABOVE WINDOW AND CEILING CONSTRUCTION SHALL REMAIN.

REMOVE METAL STUD AND GWB PARTITION COMPLETELY.

REMOVE DOOR AND FRAME COMPLETELY. DELIVER DOOR AND HARDWARE TO VA.

REMOVE ACOUSTICAL PANEL CEILING COMPLETELY WITHIN INDICATED ROOM, OR BACK TO

EXTENT INDICATED BY DEMOLITION PLAN NOTE 6. CEILING REMOVAL INCLUDES CEILING

MOUNTED ITEMS INCLUDING LIGHT FIXTURES, FIRE ALARM DEVICES, ETC. REFER TO MEP

DRAWINGS FOR ADDITIONAL SCOPE OF REMOVAL.

REMOVE CARPET OR RESILIENT FLOORING, RESILIENT BASE, AND ASSOCIATED ADHESIVE

COMPLETE DOWN TO CONCRETE FLOOR SLAB WITHIN INDICATED ROOM OR TO EXTENT

INDICATED BY DEMOLITION PLAN NOTE 6.

DASHED LINE INDICATES APPROXIMATE EXTENT OF DEMOLITION. COORDINATE WITH NEW

WORK FOR ADDITIONAL INFORMATION.

REMOVE WALL PROTECTION AND/OR HANDRAILS / GUARDRAILS.

REMOVE PLUMBING FIXTURE AND ASSOCIATED ACCESSORIES COMPLETE. RETURN TO VA.

REMOVE ALL WALL MOUNTED ITEMS THIS ROOM.

REMOVE WINDOW ASSEMBLY INCLUDING MOUNTING HARDWARE COMPLETE.

REMOVE MASONRY CLADDING COMPLETE INCLUDING TIES, SHEATHING, INSULATION, ETC.

BACK TO STRUCTURAL CONCRETE. BLOCK AND/OR METAL STUDS TO REMAIN. SCOPE OF

REMOVAL SHALL BE FROM FIRST FLOOR SLAB UP TO STEEL LINTEL ABOVE WINDOWS ON

FIRST FLOOR. ASSUME 4" OF SIMILAR REMOVAL BELOW FIRST FLOOR SLAB IS REQUIRED

TO ACCOMMODATE SLAB INFILL FOR A SMOOTH TRANSITION FROM EXISTING BUILDING TO

NEW. REFER TO DEMOLITION WALL SECTIONS AS NOTED.

REMOVE EXISTING WALL CONSTRUCTION COMPLETE FROM FIRST FLOOR SLAB UP TO

EXISTING STEEL LINTEL AND BETWEEN COLUMNS. THIS REMOVAL SHALL INCLUDE METAL

STUD AND BLOCK CONSTRUCTION, SHEATHING, INSULATION, CLADDING, HARDWARE, AND

ACCESSORIES. ASSUME 4" OF SIMILAR REMOVAL BELOW FIRST FLOOR SLAB IS REQUIRED

TO ACCOMMODATE SLAB INFILL FOR A SMOOTH TRANSITION FROM EXISTING BUILDING TO

NEW. SEE NEW WORK FOR ADDITIONAL INFORMATION. CONTRACTOR SHALL BE REQUIRED

TO MAINTAIN INTEGRITY OF CONSTRUCTION TO REMAIN.

REMOVE AND SALVAGE ALL ROOF DRAINS IN BASEMENT ROOF FOR REINSTALLATION IN

FIRST FLOOR ROOF, REFER TO PLUMBING DRAWINGS. PROVIDE NEW ROOF DRAINS

MATCHING EXISTING IF SALVAGED MATERIAL EXHIBITS ANY DAMAGE.

REMOVE / RELOCATE MECHANICAL EQUIPMENT, REFER TO MECHANICAL DRAWINGS.

REMOVE METAL SCREEN WALL AND TUBE POSTS COMPLETELY, INCLUDING ATTACHMENT

PLATES / HARDWARE. EMBEDS FLUSH W/ FACE OF WALL TO REMAIN.

REMOVE LOUVER COMPLETELY, VERIFY WITH VA WHETHER LOUVERS ARE TO BE TURNED

OVER TO VA OR DISPOSED. REFER TO WALL SECTIONS FOR INFILL CONSTRUCTION.

REMOVE EIFS COMPLETELY BACK TO STRUCTURAL ELEMENTS.

INTERIOR/EXTERIOR STAIR ASSEMBLIES TO BE REMOVED.

REMOVE METAL STUD AND EIFS PARAPET, INCLUDING CANT, COMPLETELY DOWN TO FIRST

FLOOR SLAB IN PREPARATION FOR FIRST FLOOR ADDITION.

REMOVE AREA OF METAL DECK FOR VERTICAL PENETRATIONS.

REMOVE ROOFING ASSEMBLY IN ITS ENTIRETY INCLUDING EPDM MEMBRANE, RECOVERY

BOARD, 4" RIGID INSULATION, COPING, FLASHING, BLOCKING, ETC. DOWN TO CONCRETE

DECK IN PREPARATION FOR FIRST FLOOR ADDITION. MAINTAIN WATER TIGHT CONDITIONS

TO PREVENT WATER ENTERING FINISHED SPACES BELOW.

REMOVE CEILING TILES, GRID SHALL REMAIN.

REMOVE PORTION OF GUARDRAIL AND HANDRAIL TO ACCOMMODATE NEW STAIR AND

ASSOCIATED GUARDRAIL AND HANDRAIL. REFER TO CONSTRUCTION PLAN.

REMOVE WALL MOUNTED DOWN LIGHT.

REMOVE AND SALVAGE MED GAS VALVES FOR REINSTALLATION.

REMOVE WALKWAY PADS COMPLETE.

CAREFULLY REMOVE SECURITY CAMERA AND SALVAGE FOR REINSTALLATION.

CONTRACTOR TO REINSTALL AND RETURN TO OPERATION SAME-DAY.

REMOVE THIN SET FLOOR AND WALL CERAMIC TILE.

OUTLINE OF EXISTING VERTICAL CHASE TO BE EXTENDED FROM BASEMENT PROJECT.

OUTLINE OF EXISTING VERTICAL CHASE TO BE INFILLED. REFER TO NEW WORK AND

STRUCTURAL DRAWINGS.

OUTLINE OF EXISTING CONCRETE SLAB TO BE REMOVED TO ACCOMMODATE NEW

VERTICAL CHASE. REFER TO NEW WORK.

CAREFULLY REMOVE WALL MOUNTED ARTWORK AND RETURN TO VA.

CAREFULLY REMOVE WALL SWITCH AND FIRE ALARM DEVICES TO ACCOMMODATE NEW

WORK. SALVAGE FOR REUSE.

EXISTING WALL SCONCE TO REMAIN.

REMOVE COUNTERTOP AND ASSOCIATED CASEWORK COMPLETE.

REMOVE MASONRY CLADDING COMPLETELY INCLUDING TIES, SHEATHING, INSULATION,

ETC. BACK TO STRUCTURAL BLOCK. BLOCK AND/OR METAL STUDS SHALL REMAIN. SCOPE

OF REMOVAL SHALL BE FROM STEEL LINTEL ABOVE WINDOWS TO STEEL LINTEL ABOVE

WINDOWS ON FLOOR ABOVE, OR AS INDICATED ON ELEVATIONS.

REMOVE EQUIPMENT AND FURNITURE THIS ROOM INCLUDING, BUT NOT LIMITED TO, WALL

MOUNTED CLOCK, COAT HOOKS, MAGAZINE RACKS, CHAIRS, CODE BLUE PULL CORD, AND

COMPUTERS. CONTRACTOR SHALL REINSTALL IN NEW CONSTRUCTION, REFER TO

FURNITURE PLAN.

CAREFULLY REMOVE CANOPY COMPLETE TO ACCOMMODATE FIRST FLOOR ADDITION,

INCLUDING ALL GUTTERS AND DOWNSPOUTS.

EXISTING ELECTRICAL PANEL TO REMAIN.

CAREFULLY REMOVE ALL NON-STRUCTURAL ELEMENTS OF EXISTING CANOPY INCLUDING

METAL FRAMING, INSULATION, ROOFING MEMBRANES, GUTTER, DOWNSPOUT, SOFFIT,

FASCIA, AND FLASHING, ETC. STRUCTURAL ELEMENTS SHALL REMAIN, INCLUDING EMBED

PLATES, CHANNEL BEAMS, STEEL ANGLES, METAL DECK, BENT PLATES, ETC.

CAREFULLY REMOVE PORTIONS OF FLOORING ONLY FOR INSTALLATION OF NEW WALL

AND OPENING, REFER TO NEW WORK. CONTRACTOR SHALL PROVIDE A FINISHED

CONDITION IN NEW CONSTRUCTION.

REMOVE ENTIRE STUD AND EIFS WALL TO ALLOW ACCESS TO NEW DUCT WORK AND

AREAWAY. REFER TO MECHANICAL DRAWINGS.

REMOVE PORTION OF WINDOW TO ACCOMMODATE NEW PTAC UNIT. G.C. SHALL INITIATE

MEETING WITH ARCHITECT, WINDOW AND PTAC INSTALLER TO CONFIRM COURSE OF

ACTION. REFER TO MECHANICAL DRAWINGS.

REFERS TO SHEETS AD101, AD102, AD201, AND AD202

DEMOLITION GENERAL NOTES CONT'D

REFERS TO SHEETS AD101, AD102, AD201, AND AD202

IN AREAS AFFECTED BY DEMOLITION THAT ALIGN TO AREAS TO REMAIN, DEMOLITION

SHALL BE COMPLETED IN A MANNER SUCH THAT NEWLY APPLIED FINISHES ARE INSTALLED

IN A SEAMLESS APPLICATION.

FOR ABOVE CEILING WORK WHERE CEILINGS ARE EXISTING 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 AT HIS/HER EXPENSE. GYPSUM BOARD CEILINGS SHALL BE PATCHED AND

PAINTED TO MATCH EXISTING CEILING COLOR. FOLLOWING ABOVE CEILING DEMOLITION

ACTIVITY, THE CONTRACTOR SHALL RETURN ANY EXISTING CEILING TO REMAIN TO LIKE

NEW CONDITION. 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.

COORDINATE FULL SCOPE OF ABOVE CEILING WORK WITH ENGINEERING AND VENDOR

DRAWINGS.

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 MANUFACTURER'S RECOMMENDATIONS.

FOR FURNITURE, FIXTURES, EQUIPMENT, AND WALL MOUNTED ACCESSORIES REQUIRED

TO BE REMOVED TO ACCOMMODATE CONSTRUCTION, WHETHER SPECIFICALLY NOTED OR

NOT, SALVAGE FOR REINSTALLATION OR RETURN TO OWNER INCLUDING MOUNTING

HARDWARE.

COORDINATE REMOVAL OF OXYGEN, VACUUM, NURSE CALL AND SPECIAL ELECTRICAL

ITEMS WITH ENGINEERING DRAWINGS.

CAREFULLY REMOVE ALL WALL MOUNTED EQUIPMENT / ACCESSORIES FROM WALLS

NOTED TO BE REMOVED. SALVAGE FOR REUSE AND/OR RETURN TO VA.

REFER TO DEMOLITION ELEVATIONS AND WALL SECTIONS FOR ADDITIONAL DEMOLITION

SCOPE OF WORK.

ALL ITEMS THAT ARE INDICATED FOR REMOVAL AND REINSTALLATION MUST BE

DOCUMENTED BY THE CONTRACTOR AS TO EXISTING CONDITION / QUALITY PRIOR TO

REMOVAL, AND SUCH DOCUMENTATION SHALL BE PROVIDED TO THE VA PRIOR TO

REMOVAL UPON REINSTALLATION, IF THE SALVAGED ITEMS ARE FOUND TO NOT BE IN THE

SAME CONDITION AS THEY WERE PRIOR TO REMOVAL, THE CONTRACTOR SHALL PROVIDE

A NEW ITEM OF EQUAL OR HIGHER QUALITY AND PERFORMANCE TO THE VA, AT NO COST

TO THE VA. THE SALVAGED ITEMS SHALL ALSO BE RETURNED TO THE VA.

ASBESTOS ABATEMENT: REVIEW 'Ft. Wayne VAMC Asbestos Reinspection 2016' DOCUMENT

PROVIDED WITH CONSTRUCTION DOCUMENTS FOR EXTERIOR WINDOW CAULK ASSUMED

TO INCLUDE ASBESTOS. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.

E.

F.

G.

H.

DEMOLITION GENERAL NOTES CONT'D

REFERS TO SHEETS AD101, AD102, AD201, AND AD202

EXTENTS OF DEMOLITION SHALL BE COORDINATED WITH THE DIMENSION FLOOR PLAN

AS101, CONSTRUCTION FLOOR PLAN AS 103 AND ENGINEERING DRAWINGS FOR ADDITIONAL

INFORMATION.

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.

CONTRACTORS SHALL REMOVE INDICATED DEMOLITION OF CONSTRUCTION ASSEMBLIES IN

THEIR ENTIRETY, UNLESS OTHER WISE NOTED, TO ACCOMMODATE NEW CONSTRUCTION.

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

PATCHED SURFACES SHALL BE SMOOTH AND UNDETECTABLE.

A.

B.

C.

D.

DEMOLITION GENERAL NOTES

REFERS TO SHEETS AD101, AD102, AD201, AND AD202

COORDINATE DEMOLITION WITH NEW CONSTRUCTION. ALL DEMOLITION AND REPAIR

NECESSARY TO COMPLETE NEW AND REMODEL CONSTRUCTION SHALL BE INCLUDED.

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.

REFER TO ARCHITECTURAL SYMBOLS ON SHEET AS001 FOR DEMOLITION SYSTEMS

AND DRAWING NOMENCLATURE.

EXISTING COLUMNS WITHIN THE PROJECT BOUNDARY SHALL REMAIN.

SURFACES TO BE CUT AND CONDITIONS UNDER WHICH CUTTING IS TO BE PREFORMED

SHALL BE REVIEWED BY COR PRIOR TO CUTTING TO VERIFY NO UNSAFE OF

UNSATISFACTORY CONDITIONS EXIST. SUCH CONDITIONS SHALL BE RECTIFIED

BEFORE WORK MAY PROCEED.

AREA OF 1ST FLOOR

PRIMARY CARE

EXPANSION

GENERATOR BUILDING 16

HOSPITAL BUILDING 1

1 EAST WING

N

EXISTING PRIMARY CARE

MAIN

ENTRANCE

Drawing Title

Approved for Design Concept:

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

ARCHITECT/ENGINEERS:

VA NORTHERN INDIANA - FW

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

B

A

C

D

E

F

1 2 3 4 5 6 7 9

F

E

D

C

B

A

97 8654321

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

JAMES A. BROYLES, COR 610-311

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 and Civil Engineer

VA NORTHERN INDIANA HEALTH CARE SYSTEM

FORT WAYNE CAMPUS

FORT WAYNE, INDIANA

MEP Engineer

4031 TRANSPORTATION DR.

FORT WAYNE, IN 46818

(260) 918-3045

DESIGN-AIRE ENGINEERING, INC.

220 N COLLEGE AVE

INDIANAPOLIS, IN 46202

(317) 464-9090

Commissioning Agent

C U s e rs

\t s a n d e rs

\D o c u m e n ts

\1 .1

F W

P ri m a ry

C a re ts a n d e rs g u id o n d e s ig n .c o m

.r v t

CONSTRUCTION DOCUMENTS

AD101

TJSKLA

BASEMENT DEMOLITION PLAN

2019/4/16

16.1045EXPAND BUILDING 1 - 1ST FLOOR

PRIMARY CARE

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

1 BASEMENT DEMOLITION PLAN

SCALE: 1" = 100'-0"

KEY PLAN

DN

DN

XX

WWWW

YY

ZZ

A

B

B.5

23.9

23.9

28.2 30.1

30.1

30.5

30.5

31.9

31.9

32.9

32.9

33.9

33.9

36.2

36.2

C

AD201

2 2

4 5

PRIMARY CARE SUITE BOUNDARY

PROCEDURE

RN 2

EXAM 2-2

EXAM 2-1

169A

CLERK 2

RN 1

EXAM 1-2

EXAM 1-1

172A

CLERK 1

GENERAL WAITING

PYXIS

CORRIDOR

1E-1

SMALL CONFERENCE

DIETICIAN

OFFICE

OFFICE

PUBLIC TOILET

HAC

OFFICE

RN

STAIR /

VESTIBULE

1-B-ST3

CLERK 6

STAFF TOILET

EXAM 6-1

148B

EXAM 6-2

148A

TELEHEALTH

MECHANICAL

CORRIDOR

1E-2

SOILED

OFFICE

CLERK 5

EXAM 5-1

EXAM 5-2

154A

RN 5

PHARM. OFFICE

RN 4

EXAM 4-2

EXAM 4-1

158A

CLERK 4

CLERK 3

RN 3

EXAM 3-1

EXAM 3-2

162A

BEH. HEALTH

OFFICE

PHARM. OFFICE

CLEAN UTILITY

169 OFFICE

STAIR

1E-1E

CORRIDOR

1E-3

4 5 4 5

4 5

STAIRS

1-C-ST1

10 10 10 10 10

10 10

101010

111111

BASEMENT ROOF

17 17

AD202

38 38

AD201

AD202

AD202

A.4

GENERATOR BUILDING 16

AD202

AD311

AD311

AD312

AD312

AD312

Sim

AD312

AD312

AD311

AD311

AD311

AD311

Sim

AD311

AD311

AD312

Sim

AD312

Sim3

AD312

Sim

TYP. @ WINDOWS

GRID LINE 'C'

TYP.

REMOVE BACK TO EDGE OF WINDOW

REMOVE

CANOPY

ABOVE AS

NOTED

REMOVE

CANOPY

ABOVE AS

NOTED

REMOVE

CANOPY

ABOVE AS

NOTED29

3 3

4 4

4 3

13 13

TYP.

FEC

4 5

NO SLAB TO BE

POURED TO

ACCOMMODATE

RELIEF AIR

CHASE

12 11

EDGE OF SLAB FOR 1ST

FLOOR VESTIBULE

4 5

EXISTING CANOPY ABOVE TO REMAIN

AD311

3737 37 37

OA

AI

NOTE: CONTRACTOR SHALL PROVIDE

TEMPORARY CONSTRUCTION AS REQ'D

TO MAINTAIN AIR INTAKE (AI) AND

OUTSIDE AIR (OA)TO AHU 1-E1 DURING

CONSTRUCTION , RE: MECHANICAL.

CONTRACTOR SHALL ERECT AND

MAINTAIN AN ALTERNATIVE AIR INTAKE

TO PREVENT DUST, FUMES, INSECTS,

AND RAIN FROM ENTERING THE

MECHANICAL ROOM 147 AHU 1-E1

WORK SHOWN IN

THIS AREA SHALL

BE BY VA - NIC

WORK SHOWN IN

THIS AREA SHALL BE

BY VA - NIC

WORK SHOWN IN

THIS AREA SHALL

BE BY VA - NIC

35343332313029282623.8 2524

AREA OF 1ST FLOOR

PRIMARY CARE

EXPANSION

GENERATOR BUILDING 16

HOSPITAL BUILDING 1

1 EAST WING

N

EXISTING PRIMARY CARE

MAIN

ENTRANCE

I.

J.

K.

L.

M.

N.

O.

P.

Q.

R.

DEMOLITION NOTES

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

25.

26.

27.

28.

29.

30.

31.

32.

33.

34.

35.

36.

37.

38.

39.

40.

41.

42.

43.

REMOVE METAL STUD AND/OR BLOCK AND GWB PARTITION BELOW WINDOW OR DOOR

COMPLETE. CONSTRUCTION ABOVE WINDOW AND CEILING CONSTRUCTION SHALL REMAIN.

REMOVE METAL STUD AND GWB PARTITION COMPLETELY.

REMOVE DOOR AND FRAME COMPLETELY. DELIVER DOOR AND HARDWARE TO VA.

REMOVE ACOUSTICAL PANEL CEILING COMPLETELY WITHIN INDICATED ROOM, OR BACK TO

EXTENT INDICATED BY DEMOLITION PLAN NOTE 6. CEILING REMOVAL INCLUDES CEILING

MOUNTED ITEMS INCLUDING LIGHT FIXTURES, FIRE ALARM DEVICES, ETC. REFER TO MEP

DRAWINGS FOR ADDITIONAL SCOPE OF REMOVAL.

REMOVE CARPET OR RESILIENT FLOORING, RESILIENT BASE, AND ASSOCIATED ADHESIVE

COMPLETE DOWN TO CONCRETE FLOOR SLAB WITHIN INDICATED ROOM OR TO EXTENT

INDICATED BY DEMOLITION PLAN NOTE 6.

DASHED LINE INDICATES APPROXIMATE EXTENT OF DEMOLITION. COORDINATE WITH NEW

WORK FOR ADDITIONAL INFORMATION.

REMOVE WALL PROTECTION AND/OR HANDRAILS / GUARDRAILS.

REMOVE PLUMBING FIXTURE AND ASSOCIATED ACCESSORIES COMPLETE. RETURN TO VA.

REMOVE ALL WALL MOUNTED ITEMS THIS ROOM.

REMOVE WINDOW ASSEMBLY INCLUDING MOUNTING HARDWARE COMPLETE.

REMOVE MASONRY CLADDING COMPLETE INCLUDING TIES, SHEATHING, INSULATION, ETC.

BACK TO STRUCTURAL CONCRETE. BLOCK AND/OR METAL STUDS TO REMAIN. SCOPE OF

REMOVAL SHALL BE FROM FIRST FLOOR SLAB UP TO STEEL LINTEL ABOVE WINDOWS ON

FIRST FLOOR. ASSUME 4" OF SIMILAR REMOVAL BELOW FIRST FLOOR SLAB IS REQUIRED

TO ACCOMMODATE SLAB INFILL FOR A SMOOTH TRANSITION FROM EXISTING BUILDING TO

NEW. REFER TO DEMOLITION WALL SECTIONS AS NOTED.

REMOVE EXISTING WALL CONSTRUCTION COMPLETE FROM FIRST FLOOR SLAB UP TO

EXISTING STEEL LINTEL AND BETWEEN COLUMNS. THIS REMOVAL SHALL INCLUDE METAL

STUD AND BLOCK CONSTRUCTION, SHEATHING, INSULATION, CLADDING, HARDWARE, AND

ACCESSORIES. ASSUME 4" OF SIMILAR REMOVAL BELOW FIRST FLOOR SLAB IS REQUIRED

TO ACCOMMODATE SLAB INFILL FOR A SMOOTH TRANSITION FROM EXISTING BUILDING TO

NEW. SEE NEW WORK FOR ADDITIONAL INFORMATION. CONTRACTOR SHALL BE REQUIRED

TO MAINTAIN INTEGRITY OF CONSTRUCTION TO REMAIN.

REMOVE AND SALVAGE ALL ROOF DRAINS IN BASEMENT ROOF FOR REINSTALLATION IN

FIRST FLOOR ROOF, REFER TO PLUMBING DRAWINGS. PROVIDE NEW ROOF DRAINS

MATCHING EXISTING IF SALVAGED MATERIAL EXHIBITS ANY DAMAGE.

REMOVE / RELOCATE MECHANICAL EQUIPMENT, REFER TO MECHANICAL DRAWINGS.

REMOVE METAL SCREEN WALL AND TUBE POSTS COMPLETELY, INCLUDING ATTACHMENT

PLATES / HARDWARE. EMBEDS FLUSH W/ FACE OF WALL TO REMAIN.

REMOVE LOUVER COMPLETELY, VERIFY WITH VA WHETHER LOUVERS ARE TO BE TURNED

OVER TO VA OR DISPOSED. REFER TO WALL SECTIONS FOR INFILL CONSTRUCTION.

REMOVE EIFS COMPLETELY BACK TO STRUCTURAL ELEMENTS.

INTERIOR/EXTERIOR STAIR ASSEMBLIES TO BE REMOVED.

REMOVE METAL STUD AND EIFS PARAPET, INCLUDING CANT, COMPLETELY DOWN TO FIRST

FLOOR SLAB IN PREPARATION FOR FIRST FLOOR ADDITION.

REMOVE AREA OF METAL DECK FOR VERTICAL PENETRATIONS.

REMOVE ROOFING ASSEMBLY IN ITS ENTIRETY INCLUDING EPDM MEMBRANE, RECOVERY

BOARD, 4" RIGID INSULATION, COPING, FLASHING, BLOCKING, ETC. DOWN TO CONCRETE

DECK IN PREPARATION FOR FIRST FLOOR ADDITION. MAINTAIN WATER TIGHT CONDITIONS

TO PREVENT WATER ENTERING FINISHED SPACES BELOW.

REMOVE CEILING TILES, GRID SHALL REMAIN.

REMOVE PORTION OF GUARDRAIL AND HANDRAIL TO ACCOMMODATE NEW STAIR AND

ASSOCIATED GUARDRAIL AND HANDRAIL. REFER TO CONSTRUCTION PLAN.

REMOVE WALL MOUNTED DOWN LIGHT.

REMOVE AND SALVAGE MED GAS VALVES FOR REINSTALLATION.

REMOVE WALKWAY PADS COMPLETE.

CAREFULLY REMOVE SECURITY CAMERA AND SALVAGE FOR REINSTALLATION.

CONTRACTOR TO REINSTALL AND RETURN TO OPERATION SAME-DAY.

REMOVE THIN SET FLOOR AND WALL CERAMIC TILE.

OUTLINE OF EXISTING VERTICAL CHASE TO BE EXTENDED FROM BASEMENT PROJECT.

OUTLINE OF EXISTING VERTICAL CHASE TO BE INFILLED. REFER TO NEW WORK AND

STRUCTURAL DRAWINGS.

OUTLINE OF EXISTING CONCRETE SLAB TO BE REMOVED TO ACCOMMODATE NEW

VERTICAL CHASE. REFER TO NEW WORK.

CAREFULLY REMOVE WALL MOUNTED ARTWORK AND RETURN TO VA.

CAREFULLY REMOVE WALL SWITCH AND FIRE ALARM DEVICES TO ACCOMMODATE NEW

WORK. SALVAGE FOR REUSE.

EXISTING WALL SCONCE TO REMAIN.

REMOVE COUNTERTOP AND ASSOCIATED CASEWORK COMPLETE.

REMOVE MASONRY CLADDING COMPLETELY INCLUDING TIES, SHEATHING, INSULATION,

ETC. BACK TO STRUCTURAL BLOCK. BLOCK AND/OR METAL STUDS SHALL REMAIN. SCOPE

OF REMOVAL SHALL BE FROM STEEL LINTEL ABOVE WINDOWS TO STEEL LINTEL ABOVE

WINDOWS ON FLOOR ABOVE, OR AS INDICATED ON ELEVATIONS.

REMOVE EQUIPMENT AND FURNITURE THIS ROOM INCLUDING, BUT NOT LIMITED TO, WALL

MOUNTED CLOCK, COAT HOOKS, MAGAZINE RACKS, CHAIRS, CODE BLUE PULL CORD, AND

COMPUTERS. CONTRACTOR SHALL REINSTALL IN NEW CONSTRUCTION, REFER TO

FURNITURE PLAN.

CAREFULLY REMOVE CANOPY COMPLETE TO ACCOMMODATE FIRST FLOOR ADDITION,

INCLUDING ALL GUTTERS AND DOWNSPOUTS.

EXISTING ELECTRICAL PANEL TO REMAIN.

CAREFULLY REMOVE ALL NON-STRUCTURAL ELEMENTS OF EXISTING CANOPY INCLUDING

METAL FRAMING, INSULATION, ROOFING MEMBRANES, GUTTER, DOWNSPOUT, SOFFIT,

FASCIA, AND FLASHING, ETC. STRUCTURAL ELEMENTS SHALL REMAIN, INCLUDING EMBED

PLATES, CHANNEL BEAMS, STEEL ANGLES, METAL DECK, BENT PLATES, ETC.

CAREFULLY REMOVE PORTIONS OF FLOORING ONLY FOR INSTALLATION OF NEW WALL

AND OPENING, REFER TO NEW WORK. CONTRACTOR SHALL PROVIDE A FINISHED

CONDITION IN NEW CONSTRUCTION.

REMOVE ENTIRE STUD AND EIFS WALL TO ALLOW ACCESS TO NEW DUCT WORK AND

AREAWAY. REFER TO MECHANICAL DRAWINGS.

REMOVE PORTION OF WINDOW TO ACCOMMODATE NEW PTAC UNIT. G.C. SHALL INITIATE

MEETING WITH ARCHITECT, WINDOW AND PTAC INSTALLER TO CONFIRM COURSE OF

ACTION. REFER TO MECHANICAL DRAWINGS.

REFERS TO SHEETS AD101, AD102, AD201, AND AD202

DEMOLITION GENERAL NOTES CONT'D

REFERS TO SHEETS AD101, AD102, AD201, AND AD202

IN AREAS AFFECTED BY DEMOLITION THAT ALIGN TO AREAS TO REMAIN, DEMOLITION

SHALL BE COMPLETED IN A MANNER SUCH THAT NEWLY APPLIED FINISHES ARE INSTALLED

IN A SEAMLESS APPLICATION.

FOR ABOVE CEILING WORK WHERE CEILINGS ARE EXISTING 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 AT HIS/HER EXPENSE. GYPSUM BOARD CEILINGS SHALL BE PATCHED AND

PAINTED TO MATCH EXISTING CEILING COLOR. FOLLOWING ABOVE CEILING DEMOLITION

ACTIVITY, THE CONTRACTOR SHALL RETURN ANY EXISTING CEILING TO REMAIN TO LIKE

NEW CONDITION. 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.

COORDINATE FULL SCOPE OF ABOVE CEILING WORK WITH ENGINEERING AND VENDOR

DRAWINGS.

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 MANUFACTURER'S RECOMMENDATIONS.

FOR FURNITURE, FIXTURES, EQUIPMENT, AND WALL MOUNTED ACCESSORIES REQUIRED

TO BE REMOVED TO ACCOMMODATE CONSTRUCTION, WHETHER SPECIFICALLY NOTED OR

NOT, SALVAGE FOR REINSTALLATION OR RETURN TO OWNER INCLUDING MOUNTING

HARDWARE.

COORDINATE REMOVAL OF OXYGEN, VACUUM, NURSE CALL AND SPECIAL ELECTRICAL

ITEMS WITH ENGINEERING DRAWINGS.

CAREFULLY REMOVE ALL WALL MOUNTED EQUIPMENT / ACCESSORIES FROM WALLS

NOTED TO BE REMOVED. SALVAGE FOR REUSE AND/OR RETURN TO VA.

REFER TO DEMOLITION ELEVATIONS AND WALL SECTIONS FOR ADDITIONAL DEMOLITION

SCOPE OF WORK.

ALL ITEMS THAT ARE INDICATED FOR REMOVAL AND REINSTALLATION MUST BE

DOCUMENTED BY THE CONTRACTOR AS TO EXISTING CONDITION / QUALITY PRIOR TO

REMOVAL, AND SUCH DOCUMENTATION SHALL BE PROVIDED TO THE VA PRIOR TO

REMOVAL UPON REINSTALLATION, IF THE SALVAGED ITEMS ARE FOUND TO NOT BE IN THE

SAME CONDITION AS THEY WERE PRIOR TO REMOVAL, THE CONTRACTOR SHALL PROVIDE

A NEW ITEM OF EQUAL OR HIGHER QUALITY AND PERFORMANCE TO THE VA, AT NO COST

TO THE VA. THE SALVAGED ITEMS SHALL ALSO BE RETURNED TO THE VA.

ASBESTOS ABATEMENT: REVIEW 'Ft. Wayne VAMC Asbestos Reinspection 2016' DOCUMENT

PROVIDED WITH CONSTRUCTION DOCUMENTS FOR EXTERIOR WINDOW CAULK ASSUMED

TO INCLUDE ASBESTOS. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.

E.

F.

G.

H.

DEMOLITION GENERAL NOTES CONT'D

REFERS TO SHEETS AD101, AD102, AD201, AND AD202

EXTENTS OF DEMOLITION SHALL BE COORDINATED WITH THE DIMENSION FLOOR PLAN

AS101, CONSTRUCTION FLOOR PLAN AS 103 AND ENGINEERING DRAWINGS FOR ADDITIONAL

INFORMATION.

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.

CONTRACTORS SHALL REMOVE INDICATED DEMOLITION OF CONSTRUCTION ASSEMBLIES IN

THEIR ENTIRETY, UNLESS OTHER WISE NOTED, TO ACCOMMODATE NEW CONSTRUCTION.

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

PATCHED SURFACES SHALL BE SMOOTH AND UNDETECTABLE.

A.

B.

C.

D.

DEMOLITION GENERAL NOTES

REFERS TO SHEETS AD101, AD102, AD201, AND AD202

COORDINATE DEMOLITION WITH NEW CONSTRUCTION. ALL DEMOLITION AND REPAIR

NECESSARY TO COMPLETE NEW AND REMODEL CONSTRUCTION SHALL BE INCLUDED.

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.

REFER TO ARCHITECTURAL SYMBOLS ON SHEET AS001 FOR DEMOLITION SYSTEMS

AND DRAWING NOMENCLATURE.

EXISTING COLUMNS WITHIN THE PROJECT BOUNDARY SHALL REMAIN.

SURFACES TO BE CUT AND CONDITIONS UNDER WHICH CUTTING IS TO BE PREFORMED

SHALL BE REVIEWED BY COR PRIOR TO CUTTING TO VERIFY NO UNSAFE OF

UNSATISFACTORY CONDITIONS EXIST. SUCH CONDITIONS SHALL BE RECTIFIED

BEFORE WORK MAY PROCEED.

Drawing Title

Approved for Design Concept:

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

ARCHITECT/ENGINEERS:

VA NORTHERN INDIANA - FW

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

B

A

C

D

E

F

1 2 3 4 5 6 7 9

F

E

D

C

B

A

97 8654321

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

JAMES A. BROYLES, COR 610-311

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 and Civil Engineer

VA NORTHERN INDIANA HEALTH CARE SYSTEM

FORT WAYNE CAMPUS

FORT WAYNE, INDIANA

MEP Engineer

4031 TRANSPORTATION DR.

FORT WAYNE, IN 46818

(260) 918-3045

DESIGN-AIRE ENGINEERING, INC.

220 N COLLEGE AVE

INDIANAPOLIS, IN 46202

(317) 464-9090

Commissioning Agent

C U s e rs

\t s a n d e rs

\D o c u m e n ts

\1 .1

F W

P ri m a ry

C a re ts a n d e rs g u id o n d e s ig n .c o m

.r v t

CONSTRUCTION DOCUMENTS

AD102

TJSKLA

1ST FLOOR AND BASEMENT ROOF

DEMOLITION PLAN

2019/4/16

16.1045EXPAND BUILDING 1 - 1ST FLOOR

PRIMARY CARE

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

1 1ST FLOOR AND BASEMENT ROOF DEMOLITION PLAN

SCALE: 1" = 100'-0"

N

FIRST FLOOR LEVEL

772' - 2 1/2"

SECOND FLOOR LEVEL

784' - 10 1/2"

23.9

28.2 30.1 30.5 31.9 32.9 33.9 35.1 36.2

THIRD FLOOR LEVEL

797' - 6 1/2"

FOURTH FLOOR LEVEL

810' - 2 1/2"

FIFTH FLOOR LEVEL

822' - 10 1/2"

16 16

16 16 16

38 38

10101010

10101010101010

ROOF LEVEL

835' - 6 1/2"

AD311

AD311

AD311

Sim

16 16 16 16

12 11

EXISTING BASEMENT ROOF / FIRST

FLOOR SLAB

AD201

TYPICAL @ 1ST FLOOR

CONTRACTOR SHALL PROVIDE TEMPORARY CONSTRUCTION

AS REQ'D TO MAINTAIN LAB AIR INTAKE FREE AND CLEAR OF

DUST, FUMES, DEBRIS, OR ANY OTHER CONTAMINATES

35343332313029282623.8 2524

SEE PLAN FOR

EXTENTS AND

ALIGNMENT

43 43 43 43

NOTE: EXACT LOCATIONS OF EXISTING SUPPORTING

STRUCTURE FOR BRICK VENEER WERE NOT DISCOVERABLE

DURING DESIGN. PRIOR TO REMOVING BRICK TO INDICATED

EXTENTS, COORDINATE A MEETING WITH THE VA AND

ARCHITECT TO DETERMINE APPROPRIATE EXTENT OF

REMOVAL TO MINIMIZE THE INSTALLATION OF NEW

STRUCTURE. CONTRACTOR SHALL BE REPONSIBLE TO

PROVIDE STEEL ANGLES WHERE REQUIRED TO SUPPORT

EXISTING BRICK VENEER TO REMAIN

LOWER LEVEL

759' - 2 1/2"

FIRST FLOOR LEVEL

772' - 2 1/2"

SECOND FLOOR LEVEL

784' - 10 1/2"

23.9 28.2 30.1 30.5 31.9 32.9 33.9 35.1 36.2 37

AD312

AD312

AD312

Sim

I.

J.

K.

L.

M.

N.

O.

P.

Q.

R.

DEMOLITION NOTES

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

25.

26.

27.

28.

29.

30.

31.

32.

33.

34.

35.

36.

37.

38.

39.

40.

41.

42.

43.

REMOVE METAL STUD AND/OR BLOCK AND GWB PARTITION BELOW WINDOW OR DOOR

COMPLETE. CONSTRUCTION ABOVE WINDOW AND CEILING CONSTRUCTION SHALL REMAIN.

REMOVE METAL STUD AND GWB PARTITION COMPLETELY.

REMOVE DOOR AND FRAME COMPLETELY. DELIVER DOOR AND HARDWARE TO VA.

REMOVE ACOUSTICAL PANEL CEILING COMPLETELY WITHIN INDICATED ROOM, OR BACK TO

EXTENT INDICATED BY DEMOLITION PLAN NOTE 6. CEILING REMOVAL INCLUDES CEILING

MOUNTED ITEMS INCLUDING LIGHT FIXTURES, FIRE ALARM DEVICES, ETC. REFER TO MEP

DRAWINGS FOR ADDITIONAL SCOPE OF REMOVAL.

REMOVE CARPET OR RESILIENT FLOORING, RESILIENT BASE, AND ASSOCIATED ADHESIVE

COMPLETE DOWN TO CONCRETE FLOOR SLAB WITHIN INDICATED ROOM OR TO EXTENT

INDICATED BY DEMOLITION PLAN NOTE 6.

DASHED LINE INDICATES APPROXIMATE EXTENT OF DEMOLITION. COORDINATE WITH NEW

WORK FOR ADDITIONAL INFORMATION.

REMOVE WALL PROTECTION AND/OR HANDRAILS / GUARDRAILS.

REMOVE PLUMBING FIXTURE AND ASSOCIATED ACCESSORIES COMPLETE. RETURN TO VA.

REMOVE ALL WALL MOUNTED ITEMS THIS ROOM.

REMOVE WINDOW ASSEMBLY INCLUDING MOUNTING HARDWARE COMPLETE.

REMOVE MASONRY CLADDING COMPLETE INCLUDING TIES, SHEATHING, INSULATION, ETC.

BACK TO STRUCTURAL CONCRETE. BLOCK AND/OR METAL STUDS TO REMAIN. SCOPE OF

REMOVAL SHALL BE FROM FIRST FLOOR SLAB UP TO STEEL LINTEL ABOVE WINDOWS ON

FIRST FLOOR. ASSUME 4" OF SIMILAR REMOVAL BELOW FIRST FLOOR SLAB IS REQUIRED

TO ACCOMMODATE SLAB INFILL FOR A SMOOTH TRANSITION FROM EXISTING BUILDING TO

NEW. REFER TO DEMOLITION WALL SECTIONS AS NOTED.

REMOVE EXISTING WALL CONSTRUCTION COMPLETE FROM FIRST FLOOR SLAB UP TO

EXISTING STEEL LINTEL AND BETWEEN COLUMNS. THIS REMOVAL SHALL INCLUDE METAL

STUD AND BLOCK CONSTRUCTION, SHEATHING, INSULATION, CLADDING, HARDWARE, AND

ACCESSORIES. ASSUME 4" OF SIMILAR REMOVAL BELOW FIRST FLOOR SLAB IS REQUIRED

TO ACCOMMODATE SLAB INFILL FOR A SMOOTH TRANSITION FROM EXISTING BUILDING TO

NEW. SEE NEW WORK FOR ADDITIONAL INFORMATION. CONTRACTOR SHALL BE REQUIRED

TO MAINTAIN INTEGRITY OF CONSTRUCTION TO REMAIN.

REMOVE AND SALVAGE ALL ROOF DRAINS IN BASEMENT ROOF FOR REINSTALLATION IN

FIRST FLOOR ROOF, REFER TO PLUMBING DRAWINGS. PROVIDE NEW ROOF DRAINS

MATCHING EXISTING IF SALVAGED MATERIAL EXHIBITS ANY DAMAGE.

REMOVE / RELOCATE MECHANICAL EQUIPMENT, REFER TO MECHANICAL DRAWINGS.

REMOVE METAL SCREEN WALL AND TUBE POSTS COMPLETELY, INCLUDING ATTACHMENT

PLATES / HARDWARE. EMBEDS FLUSH W/ FACE OF WALL TO REMAIN.

REMOVE LOUVER COMPLETELY, VERIFY WITH VA WHETHER LOUVERS ARE TO BE TURNED

OVER TO VA OR DISPOSED. REFER TO WALL SECTIONS FOR INFILL CONSTRUCTION.

REMOVE EIFS COMPLETELY BACK TO STRUCTURAL ELEMENTS.

INTERIOR/EXTERIOR STAIR ASSEMBLIES TO BE REMOVED.

REMOVE METAL STUD AND EIFS PARAPET, INCLUDING CANT, COMPLETELY DOWN TO FIRST

FLOOR SLAB IN PREPARATION FOR FIRST FLOOR ADDITION.

REMOVE AREA OF METAL DECK FOR VERTICAL PENETRATIONS.

REMOVE ROOFING ASSEMBLY IN ITS ENTIRETY INCLUDING EPDM MEMBRANE, RECOVERY

BOARD, 4" RIGID INSULATION, COPING, FLASHING, BLOCKING, ETC. DOWN TO CONCRETE

DECK IN PREPARATION FOR FIRST FLOOR ADDITION. MAINTAIN WATER TIGHT CONDITIONS

TO PREVENT WATER ENTERING FINISHED SPACES BELOW.

REMOVE CEILING TILES, GRID SHALL REMAIN.

REMOVE PORTION OF GUARDRAIL AND HANDRAIL TO ACCOMMODATE NEW STAIR AND

ASSOCIATED GUARDRAIL AND HANDRAIL. REFER TO CONSTRUCTION PLAN.

REMOVE WALL MOUNTED DOWN LIGHT.

REMOVE AND SALVAGE MED GAS VALVES FOR REINSTALLATION.

REMOVE WALKWAY PADS COMPLETE.

CAREFULLY REMOVE SECURITY CAMERA AND SALVAGE FOR REINSTALLATION.

CONTRACTOR TO REINSTALL AND RETURN TO OPERATION SAME-DAY.

REMOVE THIN SET FLOOR AND WALL CERAMIC TILE.

OUTLINE OF EXISTING VERTICAL CHASE TO BE EXTENDED FROM BASEMENT PROJECT.

OUTLINE OF EXISTING VERTICAL CHASE TO BE INFILLED. REFER TO NEW WORK AND

STRUCTURAL DRAWINGS.

OUTLINE OF EXISTING CONCRETE SLAB TO BE REMOVED TO ACCOMMODATE NEW

VERTICAL CHASE. REFER TO NEW WORK.

CAREFULLY REMOVE WALL MOUNTED ARTWORK AND RETURN TO VA.

CAREFULLY REMOVE WALL SWITCH AND FIRE ALARM DEVICES TO ACCOMMODATE NEW

WORK. SALVAGE FOR REUSE.

EXISTING WALL SCONCE TO REMAIN.

REMOVE COUNTERTOP AND ASSOCIATED CASEWORK COMPLETE.

REMOVE MASONRY CLADDING COMPLETELY INCLUDING TIES, SHEATHING, INSULATION,

ETC. BACK TO STRUCTURAL BLOCK. BLOCK AND/OR METAL STUDS SHALL REMAIN. SCOPE

OF REMOVAL SHALL BE FROM STEEL LINTEL ABOVE WINDOWS TO STEEL LINTEL ABOVE

WINDOWS ON FLOOR ABOVE, OR AS INDICATED ON ELEVATIONS.

REMOVE EQUIPMENT AND FURNITURE THIS ROOM INCLUDING, BUT NOT LIMITED TO, WALL

MOUNTED CLOCK, COAT HOOKS, MAGAZINE RACKS, CHAIRS, CODE BLUE PULL CORD, AND

COMPUTERS. CONTRACTOR SHALL REINSTALL IN NEW CONSTRUCTION, REFER TO

FURNITURE PLAN.

CAREFULLY REMOVE CANOPY COMPLETE TO ACCOMMODATE FIRST FLOOR ADDITION,

INCLUDING ALL GUTTERS AND DOWNSPOUTS.

EXISTING ELECTRICAL PANEL TO REMAIN.

CAREFULLY REMOVE ALL NON-STRUCTURAL ELEMENTS OF EXISTING CANOPY INCLUDING

METAL FRAMING, INSULATION, ROOFING MEMBRANES, GUTTER, DOWNSPOUT, SOFFIT,

FASCIA, AND FLASHING, ETC. STRUCTURAL ELEMENTS SHALL REMAIN, INCLUDING EMBED

PLATES, CHANNEL BEAMS, STEEL ANGLES, METAL DECK, BENT PLATES, ETC.

CAREFULLY REMOVE PORTIONS OF FLOORING ONLY FOR INSTALLATION OF NEW WALL

AND OPENING, REFER TO NEW WORK. CONTRACTOR SHALL PROVIDE A FINISHED

CONDITION IN NEW CONSTRUCTION.

REMOVE ENTIRE STUD AND EIFS WALL TO ALLOW ACCESS TO NEW DUCT WORK AND

AREAWAY. REFER TO MECHANICAL DRAWINGS.

REMOVE PORTION OF WINDOW TO ACCOMMODATE NEW PTAC…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated .