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
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
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 .