Attachment - I - REPAIR EXTERIOR WALLS DWGS SH 1-10.pdf

N

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

All Concepts, ideas, design elements, plans, and details as shown on this document are the sole property of Viridian Architectural Design, Inc. and shall not be used for any purpose without prior expressed written consent.

The Owner shall be permitted to retain copies for information and reference.

2020 E. Washington Boulevard Suite 200 Fort Wayne, Indiana 46803

PH: 260.424.4830

www.viridian-design.net

NORTH

REFERENCE

VA PROJECT NO.:

FINAL BID

DOCUMENTS

01 38OF

LOCATION MAP VICINITY MAP

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GI001

COVER SHEET REPAIR EXTERIOR WALLS,

MARION

610-21-208

08/09/2021 TWT JMP

REPAIR EXTERIOR WALLS, MARION

610-21-208

MARION VAMC

VA NORTHERN INDIANA HEALTHCARE SYSTEM - MARION INDIANA

VA NORTHERN INDIANA

HEALTHCARE SYSTEM

1700 EAST 38TH STREET

MARION, INDIANA 46953

INDEX OF WORKING DRAWINGS

SHEET NO DRAWING TITLE DRAWING N0

52.AS101 BUILDING 52 FLOOR PLANS 19

52.AS401 BUILDING 52 NORTH ELEVATION 20

52.AS402 BUILDING 52 EAST ELEVATION 21

52.AS403 BUILDING 52 SOUTH ELEVATION 22

52.AS404 BUILDING 52 WEST ELEVATION 23

58.AS101 BUILDING 58 FIRST FLOOR PLAN 24

58.AS401 BUILDING 58 NORTH ELEVATION 25

58.AS402 BUILDING 58 EAST ELEVATION 26

58.AS403 BUILDING 58 SOUTH ELEVATION 27

58.AS404 BUILDING 58 WEST ELEVATION 28

124.AS101 BUILDING 124 FIRST FLOOR PLAN 29

124.AS401 BUILDING 124 NORTH ELEVATION 30

124.AS402 BUILDING 124 EAST ELEVATION 31

124.AS403 BUILDING 124 SOUTH ELEVATION 32

124.AS404 BUILDING 124 WEST ELEVATION 33

138.AS101 BUILDING 138 FIRST FLOOR PLAN 34

138.AS401 BUILDING 138 NORTH ELEVATION 35

138.AS402 BUILDING 138 EAST ELEVATION 36

138.AS403 BUILDING 138 SOUTH ELEVATION 37

138.AS404 BUILDING 138 WEST ELEVATION 38

INDEX OF WORKING DRAWINGS

SHEET NO DRAWING TITLE DRAWING N0

GENERAL

GI001 COVER SHEET 01

GI002 ARCHITECTURAL - ABBREVATIONS AND SYMBOLS 02

GI003 AREA LOCATION PLAN 03

ARCHITECTURAL

15.AS101 BUILDING 15 FIRST FLOOR PLAN 04

15.AS401 BUILDING 15 NORTH ELEVATION 05

15.AS402 BUILDING 15 EAST ELEVATION 06

15.AS403 BUILDING 15 SOUTH ELEVATION 07

15.AS404 BUILDING 15 WEST ELEVATION 08

16.AS101 BUILDING 16 FIRST FLOOR PLAN 09

16.AS401 BUILDING 16 NORTH ELEVATION 10

16.AS402 BUILDING 16 EAST ELEVATION 11

16.AS403 BUILDING 16 SOUTH ELEVATION 12

16.AS404 BUILDING 16 WEST ELEVATION 13

17.AS101 BUILDING 17 FIRST FLOOR PLAN 14

17.AS401 BUILDING 17 NORTH ELEVATION 15

17.AS402 BUILDING 17 EAST ELEVATION 16

17.AS403 BUILDING 17 SOUTH ELEVATION 17

17.AS404 BUILDING 17 WEST ELEVATION 18

LOCATION OF

PROJECT

Revisions: Date:

Alexander J Adler, RA Line

Alexander J Adler, RA Line

Alexander J Adler, RA Line

Alexander J Adler, RA Line

/ 1

6.

AS

1 / 16.AS403

/ 1

6.

AS

1 / 16.AS401

7 4 L.F.

7 4 L.F.

P2, P3

P1

1 6 L.F.

P2

P2

1 6 L.F.

TYP.

TYP.

21 TYP.

TYP.

21 TYP.21

TYP.

TYP.

TYP.

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

16.AS101

FIRST FLOOR PLAN

GENERAL CONSTRUCTION NOTES

1. AREAS SHOWN FOR REPAIR HAVE BEEN PRIORITIZED. NOT ALL DAMAGED AREAS ARE SHOWN

TO BE REPAIRED. THE INTENT OF THE DOCUMENTS ARE TO REPAIR THE EXTERIOR WALLS

WHERE THE MOST CRITICAL DAMAGE IS OBSERVED. FIELD VERIFY CONDITIONS OF AREAS

SHOWN FOR REPAIR AND NOTIFY THE COR OF ANY MAJOR DISCREPENCIES.

2. CONTRACTOR TO COORDINATE ALL WORK BETWEEN TRADES.

3. INSTALL PRODUCTS PER MANUFACTURER’S WRITTEN INSTRUCTIONS.

4. ALL CONTRACTORS ARE RESPONSIBLE FOR CLEANING SITE TO THE BEST OF THEIR ABILITIES

AT THE END OF EACH WORK DAY.

5. PROTECT ALL AREAS BELOW AND SURROUNDING THE AREA UNDER CONSTRUCTION. ALL

CONTRACTORS ARE RESPONSIBLE FOR ANY DAMAGES CAUSED BY THEM DURING THE

CONSTRUCTION PROCESS. IN THE EVENT OF ANY DAMAGES CONTRACTOR IS TO CONTACT

THE OWNER IMMEDIATELY PRIOR TO THE END OF THE DAY OF CONSTRUCTION.

6 CONTRACTOR TO REMOVE EXTERIOR BUILDING SIGNAGE BELOW, ABOVE OR ADJACENT TO

THE AREA OF WORK, WHEREVER THE SIGNAGE COULD BE AFFECTED BY THE CONSTRUCTION

OPERATIONS. RE-INSTALL UPON COMPLETION OF THE WORK.

NOTE:

NOT ALL KEYNOTES ARE USED ON EVERY SHEET. OTHER NOTE NOT

USED ON THIS SHEET MAY OCCUR ON OTHER SHEETS.

SCALE: NTS

P1 - PHOTO 01

SCALE: NTS

P3 - PHOTO 03

SCALE: NTS

P2 - PHOTO 02

NORTH

PLAN CONSTRUCTION NOTES

1 REMOVE, PREP AREA, AND REPLACE BRICK MORTAR JOINT, SHOWN IN LINEAR

FEET. MATCH EXISTING MORTAR JOINT EXACT.

2 REMOVE, PREP AREA, AND REPLACE EXISTING DISPLACED BRICK. IF DAMAGED

DURING CONSTRUCTION OPERATIONS, REPLACE WITH NEW BRICK. BRICK

AND MORTAR JOINT TO MATCH EXISTING EXACT.

3 REMOVE EFFLORESCENCE FROM MASONRY PRIOR TO FINAL CLEANING. AREA

SHOWN IN SQUARE FEET.

4 REMOVE, PREP AREA AND REPLACE SEALANT. SHOWN IN LINEAR FEET. REFER

TO SPECIFICATIONS.

5 REMOVE LOOSE LINTEL COMPLETE. REPLACE WITH GALVANIZED LINTEL,

PAINTED TO MATCH EXISTING. FIELD VERIFY EXACT SIZE.

6 REMOVE, PREP AREA AND REPLACE STONE MORTAR JOINT, SHOWN IN LINEAR

FEET. MATCH EXISTING MORTAR JOINT EXACT.

7 REMOVE, PREP AREA AND REPLACE SEALANT, ADD BACKER ROD. SHOWN IN

LINEAR FEET. REFER TO SPECIFICATIONS.

8 REMOVE EXISTING CONCRETE CAP AND REPLACE WITH PRECAST CONCRETE

CAP TO MATCH EXISTING EXACT. FIELD VERIFY MEASUREMENTS.

9 CLEAN, PREP, AND PAINT EXISTING STEEL LINTEL. SHOWN IN LINEAR FEET. FIELD

VERIFY MEASUREMENTS. LEAD PAINT TO BE ABATED PER SPECIFICATIONS.

10 REMOVE BROKEN OR DAMAGED BRICK. REPLACE WITH NEW BRICK. BRICK

AND MORTAR JOINT TO MATCH EXISTING EXACT.

11 REMOVE DAMAGED OR BROKEN STONE LINTEL AND REPLACE WITH NEW

STONE LINTEL. MATCH STONE AND MORTAR JOINT COMPLETE. FIELD VERIFY

STONE SIZE.

12 REMOVE DAMAGED OR BROKEN STONE SILL AND REPLACE WITH NEW STONE

SILL TO MATCH EXISTING.

13 REMOVE DAMAGED STONE. REPLACE WITH NEW STONE. NEW STONE AND

MORTAR JOINT TO MATCH EXISTING EXACT.

14 PATCH AND REPAIR LIMESTONE. MATCH EXISTING COLOR EXACT. FIELD

VERIFY.

15 REMOVE A PORTION OF THE DAMAGED LIMESTONE. PREP AND INSTALL

LIMESTONE PATCH.

16 CLEAN, PREP, AND PAINT EXPOSED STEEL REBAR. CHIP OUT CONCRETE TO

REMOVE LOOSE OR FLAKING MATERIAL. PATCH CONCRETE TO MATCH

EXISTING. FIELD VERIFY.

17 THOROUGHLY CLEAN LIMESTONE. REFER TO SPECIFICATIONS.

18 PATCH / REPAIR CONCRETE. PREP DAMAGED AREA AS NEEDED INCLUDING

REMOVING CONCRETE TO PROVIDE A PROPER SURFACE TO ACCEPT THE

CONCRETE PATCH MATERIAL. 1" "V" SHAPE (ROUGH) MINIMUM AREA

REQUIRED.

19 INSTALL SEALER TO CONCRETE TO PROTECT FROM SALT. FOLLOW

MANUFACTURER INSTRUCTIONS FOR APPLICATION REQUIREMENTS.

20 CUT IN 1/2" EXPANSION JOINT THROUGH BRICK VENEER. SEAL JOINT WITH

SEALANT PER SPECIFICATIONS.

21 REMOVE (ABATE PER SPECIFICATIONS 02 08333.13) WINDOW PERIMETER

SEALANT / CAULK AT ALL EXTERIOR OPENINGS, DOORS AND WINDOWS 100%.

ALL OPENINGS WHETHER OR NOT THE NOTE IS SHOWN.

SPECIFICALLY THE JOINT WHERE THE WINDOW / DOOR MEETS THE EXTERIOR

CLADDING (BRICK / STONE). REPLACE WITH NEW AS SPECIFIED.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

All Concepts, ideas, design elements, plans, and details as shown on this document are the sole property of Viridian Architectural

Design, Inc. and shall not be used for any purpose without prior expressed written consent. The Owner shall be permitted to retain copies for information and reference.

Viridian Architectural Design, Inc.

2020 E. Washington Boulevard Suite 200 Fort Wayne, Indiana 46803

PH: 260.424.4830

www.viridian-design.net

FINAL BID

DOCUMENTS

OF09 38

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16.AS101

BUILDING 16 FIRST FLOOR PLAN REPAIR EXTERIOR WALLS,

MARION

MARION VAMC

610-21-208

Building 16

08/09/2021 TWT JMP

LEGEND

P1 : PHOTO 01

S.F. : SQUARE FEET

L.F. : LINEAR FEET

Revisions: Date:

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AAMA AMERICAN ARCHITECTURAL MANUFACTURERS ASSOCIATION

AB ANCHOR BOLT

ABC AGGREGATE BASE COURSE

AC ASBESTOS CEMENT OR ASPHALTIC CONCRETE

ACI AMERICAN CONCRETE INSTITUTE

ACS DR ACCESS DOOR

ACS FLR ACCESS FLOOR

ACS PNL ACCESS PANEL

ACST ACOUSTIC

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

ADC AUTOMATIC DOOR CLOSER

ADDL ADDITIONAL

ADDN ADDITION

ADH ADHESIVE

ADJ ADJACENT, ADJOINING, OR ADJUSTABLE

ADMIN ADMINISTRATION

ADB AUTOMATIC DOOR BOTTOM

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGA AMERICAN GAS ASSOCIATION

AGC ASSOCIATED GENERAL CONTRACTORS

AGGR AGGREGATE

AHJ AUTHORITY HAVING JURISDICTION

AHR ANCHOR

AHU AIR HANDLING UNIT

AIA AMERICAN INSTITUTE OF ARCHITECTS

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ALT ALTERNATE

ALT NO ALTERNATE NUMBER

ALUM ALUMINUM

AMP AMPERE

AMT AMOUNT

ANOD ANODIZE

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

ANT ANTENNA

APA AMERICAN PLYWOOD ASSOCIATION

APPD APPROVED

APPROX APPROXIMATE

APT APARTMENT

AR AS REQUIRED

ARCH ARCHITECT

ASB ASBESTOS

ASI ARCHITECT'S SUPPLEMENTAL INSTRUCTION

ASKLR AUTOMATIC SPRINKLER

ASPH ASPHALT

ASSN ASSOCIATION

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

ATCH ATTACHMENT

ATM AUTOMATIC TELLER MACHINE

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

AUX AUXILIARY

AV AUDIO VISUAL

AVE AVENUE

AVG AVERAGE

AW ACID WASTE

AWI ARCHITECTURAL WOODWORKING INSTITUTE

AWPA AMERICAN WOOD PRESERVERS' ASSOCIATION

AWS AMERICAN WELDING SOCIETY

AWT ACOUSTICAL WALL TREATMENT

B LABEL CLASS B DOOR

B PL BASE PLATE

BALC BALCONY

BAT BATTEN

BB BULLETIN BOARD

BD BOARD

BD FT BOARD FEET (FOOT)

BEV BEVEL

BHMA BUILDER'S HARDWARE MANUFACTURER'S ASSOCIATION

BI FLD DR BIFOLDING DOORS

BITUM BITUMINOUS

BKG BACKING

BLD BUILD

BLDG BUILDING

BLKT BLANKET

BLVD BOULEVARD

BM BEAM OR BENCHMARK

BOT BOTTOM

BR BEDROOM

BRCG BRACING

BRDG BRIDGING

BRDG JST BRIDGING JOIST

BRG BEARING

BRG PL BEARING PLATE

BRKT BRACKET

BRZ BRONZE

BSMT BASEMENT

BTWN BETWEEN

BU BUSHEL

BUR BUILT-UP ROOFING

C CELSIUS CHANNEL

C CHANNEL CELSIUS

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

C TO C CENTER TO CENTER

CAB CABINET

CAC CEILING ATTENUATION CLASS

CB CATCH BASIN OR CORNER BEAD

CBB CEMENTITIOUS (BACKER) BOARD

CC CUBIC CENTIMETER

CCTV CLOSED CIRCUIT TELEVISION

CCW COUNTERCLOCKWISE

CD CONSTRUCTION DOCUMENTS OR CONTRACT DOCUMENTS

CEM CEMENT

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED/CONTRACTOR INSTALLED

CF/OI CONTRACTOR FURNISHED/OWNER INSTALLED

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CENTER OF GRAVITY OR CORNER GUARD

CGSFU CERAMIC GLAZED STRUCTURAL FACING UNITS

CH BD CHALKBOARD

CHEM CHEMICAL

CHFR CHAMFER

CHK CHECK

CI CAST IRON

CIP CAST-IN-PLACE

CIR CIRCLE

CIRC CIRCULAR

CJ CONSTRUCTION JOINT OR CONTROL JOINT

CL CENTER LINE

CLDG CLADDING

CLG CEILING

CLG HT CEILING HEIGHT

CLR CLEAR

cm² SQUARE CENTIMETER cm³ CUBIC CENTIMETER

CM CONSTRUCTION MANAGEMENT

CMU CONCRETE MASONRY UNIT

CNR CORNER

CNTR COUNTER

CO CARBON MONOXIDE, CERTIFICATE OF OCCUPANCY,

CLEANOUT, OR COMPANY

CO₂ CARBON DIOXIDE

COL COLUMN

COM COMMON

COMB COMBINATION, COMBINED

COMM COMMUNICATION

COMP COMPONENT

CONC CONCRETE

CONC FLR CONCRETE FLOOR

COND CONDENSER OR CONDITION

CONF CONFERENCE

CONN CONNECT

CONSTR CONSTRUCTION

CONT CONTINUE

CONTR CONTRACTOR

COORD COORDINATE

CORR CORRIDOR

CPM CRITICAL PATH METHOD

CPRS COMPRESSIBLE

CPT CARPET

CRS COLD ROLLED STEEL

CRSI CONCRETE REINFORCING STEEL INSTITUTE

CSB CONCRETE SPLASH BLOCK

CSG CASING

CSI CONSTRUCTION SPECIFICATIONS INSTITUTE

CSK COUNTER SUNK

CSMT CASEMENT

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTG COATING

CTR CENTER CONTOUR

CTRL CONTROL

CTV CABLE TELEVISION

CU COPPER C

CU FT CUBIC FEET

CU IN CUBIC INCH

CU YD CUBIC YARD

CURT CURTAIN

CYL CYLINDER

CYL L CYLINDER LOCK

D DEPTH OR PENNY (NAIL)

D LABEL CLASS D DOOR

DAT DATUM

DB DECIBEL

DBL DOUBLE

DBL GLZ DOUBLE GLAZE

DC DIRECT CURRENT

DEG DEGREE

DEL DELETE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL DIAGRAM

DIAG DIAGRAM DIAGONAL

DIFF DIFFERENCE OR DIFFUSER

DIM DIMENSION

DIR DIRECTION

DISP DISPENSER

DIST DISTANCE

DIV DIVIDE OR DIVISION

DL DEAD LOAD

DOC DOCUMENT

DOUG FIR DOUGLAS FIR

DOZ DOZEN

DR DOOR, DRAIN, DRESSING ROOM,

OR DRIVE

DR CL DOOR CLOSER

DR FR DOOR FRAME

DR OPNG DOOR OPENING

DS DOWNSPOUT

DSGN DESIGN

DW DISHWASHER

DWG DRAWING

DWTR DUMBWAITER

E EAST

E LABEL CLASS E DOOR

EA EACH

EFF EFFICIENCY

EFS EXTERIOR FINISH SYSTEM

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELAST ELASTOMERIC

ELEC ELECTRIC

ELEC DR OP ELECTRIC DOOR OPENER

ELEV ELEVATOR

EMER EMERGENCY

EMER SHR EMERGENCY SHOWER

ENCL ENCLOSURE

ENGR ENGINEER

ENVIR ENVIRONMENT

EPA ENVIRONMENTAL PROTECTION AGENCY

EPDM ETHYLENE PROPYLENE DIENE MONOMER

EPO EMERGENCY POWER OFF

EPS EXPANDED POLYSTYRENE BOARD (INSULATION)

EQ EQUAL

EQL SP EQUALLY SPACED

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ERD EXISTING ROOF DRAIN

ESC ESCAPE OR ESCUTCHEON

ESCAL ESCALATOR

ESMT EASEMENT

ESP ESPECIALLY

EST ESTIMATE

ETC AND SO FORTH OR ET CETERA

EW EACH WAY

EWC ELECTRIC WATER COOLER

EWS EYE WASH STATION

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION OR EXPOSED

EXP BT EXPANSION BOLT

EXST GR EXISTING GRADE

EXT EXTERIOR, EXTERNAL, OR EXTINGUISHER

EXT GR EXTERIOR GRADE

F FAHRENHEIT OR FEMALE

FA FIRE ALARM

FAB FABRIC

FAC FACTOR

FACIL FACILITY

FAS FASCIA

FAS BD FASCIA BOARD

FCO FLOOR CLEANOUT

FCTY FACTORY

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF&E FURNITURE, FIXTURE, AND EQUIPMENT

FH FLAT HEAD OR FLAT HEAD SCREWS

FHC FIRE HOSE CABINET

FHMS FLAT HEAD MACHINE SCREW

FHP FULL HEIGHT PARTITION

FHWS FLAT HEAD WOOD SCREW

FIG FIGURE

FIL FILLET

FIN FINISH

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIN WD FINISH WOOD

FIXT FIXTURE

FL FLOORLINE

FLASH FLASHING

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLR FLOOR

FLR FIN FLOOR FINISH

FLR FLOOR

FLR FIN FLOOR FINISH

FLR SK FLOOR SINK

FLUOR FLUORESCENT

FLUOR FIX FLUORESCENT FIXTURE

FM FACTORY MUTUAL

FM-G FACTORY MUTUAL GLOBAL

FO FINISHED OPENING

FOC FACE OF CONCRETE OR FACE OF CURB

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF SLAB OR FACE OF STUD

FOUNT FOUNTAIN

FOW FACE OF WALL

FP FIRE PROTECTION OR FIREPROOF

FPM FEET PER MINUTE

FPS FEET PER SECOND

FR FIRE RATING, FIRE RESISTANT, OR FRAME

FR SNK FLUSHING RIM SINK

FREQ FREQUENCY

FRMG FRAMING

FRP FIBER REINFORCED POLYESTER OR

FIBERGLASS REINFORCED PLASTIC

FRZ FREEZER

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET OR FOOT

FTG FOOTING

FURG FURRING

FURN FURNISH OR FURNITURE

FUT FUTURE

FV FIELD VERIFY

FWC FABRIC WALLCOVERING

GA GAGE OR GYPSUM ASSOCIATION

GAL GALLON

GALV GALVANIC OR GALVANIZED

GALV STL GALVANIZED STEEL

GB GRAB BAR

GC GENERAL CONTRACTOR

GD GUARD

GDR GUARD RAIL

GEN GENERAL OR GENERATOR

GFRC GLASS-FIBER-REINFORCED CONCRETE

GFRG GLASS-FIBER-REINFORCED GYPSUM

GFRP GLASS-FIBER-REINFORCED PLASTIC

GI GALVANIZED IRON

GL GLASS

GL BLK GLASS BLOCK

GLU LAM GLUED LAMINATED WOOD

GR FL GROUND FLOOR

GRAN GRANITE

GRTG GRATING

GSB GYPSUM SHEATHING BOARD

GSM GALVANIZED SHEET METAL

GSU GLAZED STRUCTURAL UNIT

GT GROUT

GUAR GUARANTEE

GUT GUTTER

GYP GYPSUM

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

H HIGH

H PLAM HIGH PRESSURE PLASTIC LAMINATE

HAZ MAT HAZARDOUS MATERIALS

HB HOSE BIBB

HC HOLLOW CORE

HCWD HOLLOW CORE WOOD DOOR

HDBD HARDBOARD

HDNR HARDENER

HDO HIGH DENSITY OVERLAY

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR (FILTER)

HEX HEXAGON

HF HIGH FREQUENCY

HGR HANGER

HM HECTOMETER

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HMDF HOLLOW METAL DOOR AND FRAME

HMF HOLLOW METAL FRAME

HNDRL HANDRAIL

HO HOLD OPEN

HORIZ HORIZONTAL

HOSP HOSPITAL

HP HIGH PRESSURE OR HORSEPOWER

HQ HEADQUARTERS

HS HEAT-STRENGTHENED (GLASS) OR HIGH STRENGTH

HSE HOUSE

HSKPG HOUSEKEEPING

HST HOIST

HT HEIGHT

HVAC HEATING, VENTILATING, AND AIR CONDITIONING

HVY HEAVY

HW HOT WATER

HYD HYDRANT

HYDR HYDRAULIC

I INTERSTATE (HIGHWAY) OR MOMENT OF INERTIA

IAQ INDOOR AIR QUALITY

IBC INTERNATIONAL BUILDING CODE

ID IDENTIFICATION, INSIDE DIAMETER, OR INTERIOR DESIGN

ID NO IDENTIFICATION NUMBER

ILLUM ILLUMINATION

INCL INCLUDED

IND INDEPENDENT OR INDUSTRIAL

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

INTERCOM INTERCOMMUNICATION

INTL INTERNATIONAL

IRMA INVERTED ROOF MEMBRANE ASSEMBLY

IWH INSTANTANEOUS WATER HEATER

JAN JANITOR

J-BOX JUNCTION BOX

KD KILN DRIED OR KNOCKED DOWN

KIT KITCHEN

KO KNOCKOUT

KPL KICKPLATE

L ANGLE

LAB LABORATORY

LAD LADDER

LAM LAMINATE

LAM GL LAMINATED GLASS

LAU LAUNDRY

LAV LAVATORY

LBR LUMBER

LBS POUND

LD BRG LOAD-BEARING

LDR LEADER

LED LIGHT EMITTING DIODE

LF LINEAR FEET (FOOT)

LH LEFT HAND

LHR LEFT HAND REVERSE

LHR LEFT HAND REVERSE LATENT HEAT RATIO

LIB LIBRARY

LIN LINEAR

LINO LINOLEUM

LIQ LIQUID

LKR LOCKER

LKR RM LOCKER ROOM

LL LEAD LINED

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LMST LIMESTONE

LNDSCP LANDSCAPE

LR LIVING ROOM

LRG LARGE

LRV LOUVERED ROOF VENT

LS LUMP SUM

LT LIGHT

LT GA LIGHT GAGE

LT WT LIGHTWEIGHT

LTG LIGHTING

LTNG LIGHTNING

LVD LOUVERED

LVR LOUVER

LWC LIGHTWEIGHT CONCRETE

LWIC LIGHTWEIGHT INSULATING CONCRETE

LYR LAYER

MACH MACHINE

MACH RM MACHINE ROOM

MAINT MAINTENANCE

MAN MANUAL

MATL MATERIAL

MATV MASTER ANTENNA TELEVISION SYSTEM

MAX MAXIMUM

MB MACHINE BOLT

MCB METAL CORNER BEAD

MD DECK

ME MECHANICAL ENGINEER

MEAS MEASURE

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MED MEDICAL MEDIUM

MED MEDIUM MEDICAL

MEK METHYL ETHYL KETONE

MEL MELAMINE

MEMB MEMBRANE

MEMO MEMORANDUM

MEZZ MEZZANINE

MF MILL FINISH

MFD MANUFACTURED

MFG MANUFACTURING

MFR MANUFACTURER

MFR REC MANUFACTURER'S RECOMMENDATION

MGT MANAGEMENT

MH MANHOLE

MIC MICROPHONE

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM MINUTE

MIN MINUTE MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

MIT MITER

MKR MARKER

ML METAL LATH

MLDG MOLDING (MOULDING)

MLWK MILLWORK

mm MILLIMETER

MO MASONRY OPENING OR MOTOR OPERATED

MOD MODEL, MODIFY OR MODULE

MOD BIT MODIFIED BITUMEN

MON MONITOR

MOPR MOP RACK

MR MOISTURE RESISTANT

MS MACHINE SCREW OR MOP SINK

MTD MOUNTED

MTG MOUNTING

MTL METAL

MULL MULLION

MW MICROWAVE

MWP MEMBRANE WATERPROOFING

N NORTH

NA NOT APPLICABLE

NAAMM NATIONAL ASSOCIATION OF ARCHITECTURAL METAL

MANUFACTURERS

NAT NATURAL

NATL NATIONAL

NC NOISE CRITERIA

NCOMBL NONCOMBUSTIBLE

NEC NATIONAL ELECTRICAL CODE

NEG NEGATIVE

NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION

NEUT NEUTRAL

NFC NATIONAL FIRE CODE

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NR NOISE REDUCTION

NRC NOISE REDUCTION COEFFICIENT

NRCA NATIONAL ROOFING CONTRACTORS ASSOCIATION

NRP NONREMOVABLE

NS NARROW STILE

NUM NUMERAL

O/O OUT TO OUT

O OXYGEN

OA OUTSIDE AIR OR OVERALL

OC ON CENTER

OCC OCCUPY

OCT OCTAGON

OD OUTSIDE DIAMETER OUTSIDE DIMENSION

OD OUTSIDE DIMENSION OUTSIDE DIAMETER

OF/CI OWNER FURNISHED/CONTRACTOR INSTALLED

OFD OVERFLOW DRAIN

OFF OFFICE

OF/OI OWNER FURNISHED/OWNER INSTALLED

OH OVERHANG

OH DR OVERHEAD (COILING) DOOR

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPR OPERABLE

OPT OPTIONAL

OR OPERATING ROOM OR OUTSIDE RADIUS

ORD ORDNANCE OR OVERFLOW ROOF DRAIN

ORG ORGANIC

ORIG ORIGINAL

ORN ORNAMENTAL

OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINSTRATION

OUT OUTLET

OZ OUNCE

PAR PARALLEL OR PARAPET

PARA PARAGRAPH

PART PARTIAL

PAT PATTERN

PB PUSHBUTTON

PBD PARTICLEBOARD

PC PIECE, POLYCARBONATE OR PORTLAND CEMENT

PCA PORTLAND CEMENT ASSOCIATION

PCC PRECAST CONCRETE

PCCP CONCRETE PAVEMENT

PCD PAPER CUP DISPENSER

PCF POUNDS PER CUBIC FOOT

PCP PORTLAND CEMENT PLASTER

PED PEDESTAL

PEN PENETRATE

PEND PENDANT

PERF PERFORATED

PERIM PERIMETER

PERP PERPENDICULAR

PGBD PEGBOARD

PHAR PHARMACY

PHOTO PHOTOGRAPH

PHS PHILLIPS HEAD SCREW

PKG PACKAGE

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER OR PLASTIC

PLBG PLUMBING

PLYWD PLYWOOD

PMTL PAINTED METAL

PNEU PNEUMATIC

PNL PANEL

PO POST OFFICE PURCHASE ORDER

PO PURCHASE ORDER POST OFFICE

POLY POLYETHYLENE (PLASTIC)

PR PAIR

PRCST PRECAST

PREFAB PREFABRICATE

PREFIN PREFINISH

PRELIM PRELIMINARY

PREP PREPARATION

PRESS PRESSURE

PREV PREVIOUS

PRKG PARKING

PRMLD PREMOLDED

PROJ PROJECT

PROP PROPERTY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT, PNEUMATIC TUBE, OR PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PVC POLYVINYL CHLORIDE (PLASTIC)

PVG PAVING

PWR POWER

QA QUALITY ASSURANCE

QC QUALITY CONTROL

QRY QUARRY

QT QUARRY TILE

QTB QUARRY TILE BASE

QTF QUARRY TILE FLOOR

QTR QUARTER

QTY QUANTITY

QUAD QUADRANT

QUAL QUALITY

R RADIUS OR RISER

RA RETURN AIR

RAD RADIATOR

RB RESILIENT BASE OR RUBBER BASE

RB HK ROBE HOOK

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REMOTE CONTROL

RCP REFLECTED CEILING PLAN

RCVR RECEIVER

RD ROAD OR ROOF DRAIN

REC RECESSED

RECD RECEIVED

RECPT RECEPTACLE

RECT RECTANGLE

REF REFERENCE OR REFRIGERATOR

REFR REFRACTORY REFRIGERATION

REFR REFRIGERATION REFRACTORY

REG REGISTER

REINF REINFORCE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

RET RETURN

REV REVISION

RF RADIO FREQUENCY

RFG ROOFING

RFI REQUEST FOR INFORMATION

RFP REQUEST FOR PROPOSAL

RH RIGHT HAND

RHMS ROUND HEAD MACHINE SCREW

RHR RIGHT HAND REVERSE

RHWS ROUND HEAD WOOD SCREW

RL ROOF LEADER

RLG RAILING

RM ROOM

RND ROUND

RO ROUGH OPENING

ROW RIGHT OF WAY

RPM REVOLUTIONS PER MINUTE

RS ROUGH SAWN

RT RIGHT

RV ROOF VENT

RVS REVERSE

RWD REDWOOD

RWL RAIN WATER LEADER

SA SUPPLY AIR

SALV SALVAGE

SAMP SAMPLE

SAN SANITARY

SAT SUSPENDED ACOUSTICAL TILE

SATC SUSPENDED ACOUSTICAL TILE CEILING

SB SPLASH BLOCK

SBS STYRENE BUTADIEN STYRENE

SBSTR SUBSTRATE

SC SHADING COEFFICIENT OR SOLID CORE

SCH SCHOOL

SCHED SCHEDULE

SCHEM SCHEMATIC

SCP SCUPPER

SCRN SCREEN

SCT STRUCTURAL CLAY TILE

SCWD SOLID CORE WOOD DOOR

SD SHOP DRAWINGS, SMOKE DETECTOR, OR SOAP DISPENSER

SDG SIDING

SECT SECTION

SEG SEGMENT

SEL SELECT

SEP SEPARATE

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGD SLIDING GLASS DOOR

SGL SINGLE

SHR SHOWER

SHR HD SHOWER HEAD

SHRD SHOWER DRAIN

SHT SHEET

SHT MTL FLASH SHEET METAL (FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SJI STEEL JOIST INSTITUTE

SK SKETCH

SKLT SKYLIGHT

SLD WDW HORIZONTAL SLIDING WINDOW

SLDG SLIDING

SLNT SEALANT

SM SHEET METAL

SMK SMOKE

SND SANITARY NAPKIN DISPENSER

SND INS SOUND INSULATION

SNDU SANITARY NAPKIN DISPOSAL UNIT

SPEC SPECIFICATION

SPKLR SPRINKLER

SPKR SPEAKER

SPLY SUPPLY

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SS SANITARY SEWER OR SERVICE SINK

SST STAINLESS STEEL

ST STAIRS OR STREET

STC SOUND TRANSMISSION CLASS

STD STANDARD

STIF STIFFENER

STL JST STEEL JOIST

STL LNTL STEEL LINTEL

STL PL STEEL PLATE

STL RF DK STEEL ROOF DECK

STL TB STEEL TUBE

STL TR STEEL TRUSS

STNLS STAINLESS

STOR STORAGE

STR STRINGERS

STRUCT STRUCTURAL

STRUCT STL STRUCTURAL STEEL

SUB SUBSTITUTE

SURF SURFACE

SUSP SUSPEND

SUSP CLG SUSPENDED CEILING

SV SHEET VINYL

SW SWITCH

SWDR SWING DOOR

SYM SYMBOL

SYNTH SYNTHETIC

SYS SYSTEM

T TREAD

T&G TONGUE AND GROOVE

T&M TIME AND MATERIALS

TB THROUGH BOLT OR TOWEL BAR

TCA TILE COUNCIL OF AMERICA

TCP TELEPHONE CONTROL PANEL TEMPERATURE CONTROL PANEL;

TRAFFIC CONTROL PLAN

TD TOWEL DISPENSER

TECH TECHNICAL

TEL TELEPHONE

TEMP TEMPERATURE OR TEMPORARY

TER TERRAZZO

THD THREAD

THERM THERMAL

THK THICKNESS

THRES THRESHOLD

THRU THROUGH

THRUOUT THROUGHOUT

TK BD TACKBOARD

TMPD TEMPERED

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TO TOP OF ___

TO FDN TOP OF FOUNDATION

TOB TOP OF BEAM

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOS TOP OF STEEL

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TPH TOILET PAPER HOLDER

TR TOWEL RACK

TRANS TRANSOM

TRANS WD FIN TRANSPARENT WOOD FINISH

TRTD TREATED

TS TENSILE STRENGTH OR TUBE STEEL

TSTAT THERMOSTAT

TV TELEVISION

TYP TYPICAL

U HEAT TRANSFER COEFFICIENT

UC UNDERCUT

UCD UNDERCUT DOOR

UGND UNDERGROUND

UL UNDERWRITERS LABORATORIES

ULT ULTIMATE

UNFIN UNFINISH

UON UNLESS OTHERWISE NOTED

UPS UNINTERRUPTIBLE POWER SUPPLY

UR URINAL

UTIL UTILITY

UV ULTRAVIOLET

V VOLT

VAC VACUUM

VAR VARIES

VCT VINYL COMPOSITION TILE OR VITRIFIED CLAY TILE

VEH VEHICLE

VENT VENTILATION

VERT VERTICAL

VEST VESTIBULE

VFAT VINYL FACED ACOUSTICAL TILE

VIC VICINITY

VID VIDEO

VNR VENEER

VOC VOLATILE ORGANIC COMPOUND

VOL VOLUME

VOLT VOLTAGE

VP VENEER PLASTER

VR VAPOR RETARDER

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

VWF VINYL WALL FABRIC

W WIDE OR WEST

W/ WITH

W/O WITHOUT

WARR WARRANTY

WBL WOOD BLOCKING

WC WALL COVERING OR WATER CLOSET

WC WL HNG WATER CLOSET, WALL HUNG

WCHR WATER CHILLER

WCL WL MTD WATER COOLER, WALL HUNG

WD WOOD

WDW WINDOW

WF WIDE FLANGE

WFAB WALL FABRIC

WFR WOOD FRAME

WFS WOOD FURRING STRIPS

WH WATER HEATER

WHSE WAREHOUSE

WLD WELDED

WM WIRE MESH

WP WATERPROOFING

WPD WATER PRESSURE DROP

WPM WATERPROOF MEMBRANE

WR WEATHER RESISTANT

WS WEATHERSTRIP

WSCT WAINSCOT

WT WEIGHT

WWF WELDED WIRE FABRIC

X BRACE CROSS BRACE

XPS EXTRUDED POLYSTYRENE BOARD (INSULATION)

YD YARD

YR YEAR

ARCHITECTURAL ABBREVIATIONS GENERAL NOTES

1. THE CONTRACTOR SHALL REVIEW THE DRAWINGS AND UNDERSTAND THE SCOPE OF

THE DRAWINGS TO BE THE FOLLOWING: THE DOCUMENTS (DRAWINGS,

SPECIFICATIONS, ADDENDUM, ETC.) INDICATE THE GENERAL SCOPE OF THE PROJECT

IN TERMS OF ARCHITECTURAL DESIGN CONCEPTS, THE DIMENSION OF THE BUILDING,

THE MAJOR ARCHITECTURAL ELEMENTS, THE MAJOR STRUCTURAL, MECHANICAL, AND

ELECTRICAL SYSTEMS. THE DOCUMENTS DO NOT AND ARE NOT INTENDED TO INDICATE

OR DESCRIBE ALL THE WORK REQUIRED FOR FULL PERFORMANCE OF, AND

COMPLETION OF THE REQUIREMENTS OF THE CONTRACT. ON THE BASIS OF THE

GENERAL SCOPE INDICATED IN THESE DOCUMENTS, THE TRADE CONTRACTOR SHALL

FURNISH ALL ITEMS REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE

WORK.

2. GENERAL CONTRACTOR IS TO FOLLOW AND OBEY THE LATEST VERSION OF ALL

FEDERAL, STATE, AND LOCAL CODES, LAWS, SAFETY REGULATIONS AND HAZARDOUS

WASTE LAWS, ETC. INCLUDING OSHA 101 LIFE SAFETY CODE AND NEC.

3. COORDINATE WORK OF ALL TRADES PRIOR TO STARTING CONSTRUCTION.

4. ALL DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF MASONRY, FACE OF METAL

STUDS, OR COLUMN CENTERLINE, UNLESS NOTED OTHERWISE.

5. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL GOVERN EACH BUILDING COMPONENT

LOCATION. BRING ANY DISCREPANCIES TO THE CONTRACTING OFFICER

REPRESENTATIVE'S (COR) ATTENTION IN WRITING IMMEDIATELY.

REFERENCE SYMBOLOGY

DETAIL IDENTIFICATION NUMBER

AREA OF DETAIL

NUMBER OF SHEET ON WHICH

SECITON IS DRAWN

SYMBOL WHERE SECTION IS TAKEN

SCALE AT WHICH SECTION

IS DRAWN

SECTION IDENTIFICATION

NUMBER

SUBTITLE FOR SECTION DRAWNG

SYMBOL WHERE DETAIL IS TAKEN

A101

SIM

SUBTITLE FOR DETAIL DRAWNG

A001

SHEET REFERENCE NUMBER

SHEET SEQUENCE NUMBER

DISCIPLINE CODE NORTH

NORTH ARROW

P5-3

PARTITION TYPE DOOR NUMBER

DOOR REFERENCE NUMBER

ROOM NAME & NUMBER

PARTITION TYPE

NUMBER

ROOM NUMBER

SHEET NOTE

NOTE REFERENCE NUMBER

SYMBOL WHERE ELEVATION IS TAKEN ELEVATION TAG

A101 Name

Elevation

ELEVATION IDENTIFICATION

ELEVATION HEIGHT

1 Ref

R ef

1 Ref

R ef

NUMBER OF SHEET ON

WHICH ELEVATION IS DRAWN

ELEVATION IDENTIFICATION

NUMBER

DETAIL IDENTIFICATION NUMBER

NUMBER OF SHEET ON WHICH DETAIL IS DRAWN

VESTIBULE

ROOM NAME

A001

A001

SECTION

SCALE 1/2" = 1'-0"

NUMBER OF SHEET ON

WHICH SECTION IS DRAWN

A001

DETAIL

SCALE 1/2" = 1'-0"

SCALE AT WHICH DETAIL IS

DRAWN

NUMBER OF SHEET ON

WHICH DETAIL IS DRAWN

A001

WOOD (ROUGH)

PLYWOOD

STEEL OR METAL

ALUMINUM

FIRE SAFING INSULATION

BLANKET, BATT OR LOOSE FILL INSULATION

GRANULAR/GRAVEL FILL

BRICK

CMU

EARTH

CONCRETE

GROUT/GYPSUM BOARD

RIGID/FOAM INSULATION

MATERIAL LEGEND

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

All Concepts, ideas, design elements, plans, and details as shown on this document are the sole property of Viridian Architectural

Design, Inc. and shall not be used for any purpose without prior expressed written consent. The Owner shall be permitted to retain copies for information and reference.

Viridian Architectural Design, Inc.

2020 E. Washington Boulevard Suite 200 Fort Wayne, Indiana 46803

PH: 260.424.4830

www.viridian-design.net

FINAL BID

DOCUMENTS

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GI002

ARCHITECTURAL - ABBREVATIONS AND

SYMBOLS

REPAIR EXTERIOR WALLS,

MARION

MARION VAMC

610-21-208

08/09/2021 TWT JMP

NO SCALE

KEY PLAN-

1 5 1 4

1 3 1 2

1 1 1 0

155545352515049484746

103 102 101 100 99 98 97 96 95 94 93 92

79 78 77 76 75 74 73 72 71 70 69 68

80 81 82 83 84 85 86 87 88 89 90 91

56 57 58 59 60 61 62 63 64 65 66 67

0.

G

0.

G

G

RA

Y

RO

AD

8.

G83

9.

G

838.92G

9.

G

9.

G

BLDG.

BLDG.

BLDG.

BLDG.

BLDG.

BLDG.

NELSON AVENUE

ORCHARD AVENUE

CO

TT

AG

E

A

VE

NU

E

BL

AC

K

RO

AD

STEEL CIRCLE DRIVE

McHAHON AVENUE

WATER STREET

BLACK ROAD

BL

AC

K

RO

AD

NATIONAL CEMETARY

NATIONAL CEMETARY

BLDG.

MAIN ENTRY

38th STREET

SCALE: NTS

GI003

KEY PLAN

NORTH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

All Concepts, ideas, design elements, plans, and details as shown on this document are the sole property of Viridian Architectural

Design, Inc. and shall not be used for any purpose without prior expressed written consent. The Owner shall be permitted to retain copies for information and reference.

Viridian Architectural Design, Inc.

2020 E. Washington Boulevard Suite 200 Fort Wayne, Indiana 46803

PH: 260.424.4830

www.viridian-design.net

FINAL BID

DOCUMENTS

OF03 38

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GI003

AREA LOCATION PLAN REPAIR EXTERIOR WALLS,

MARION

MARION VAMC

610-21-208

5.

AS

1 / 15.AS403

/ 1

5.

AS

1 / 15.AS401

21 TYP.

21 TYP.

21 TYP.

21 TYP.

21 TYP.

21 TYP.

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

15.AS101

FIRST FLOOR PLAN

GENERAL CONSTRUCTION NOTES

1. AREAS SHOWN FOR REPAIR HAVE BEEN PRIORITIZED. NOT ALL DAMAGED AREAS ARE SHOWN

TO BE REPAIRED. THE INTENT OF THE DOCUMENTS ARE TO REPAIR THE EXTERIOR WALLS

WHERE THE MOST CRITICAL DAMAGE IS OBSERVED. FIELD VERIFY CONDITIONS OF AREAS

SHOWN FOR REPAIR AND NOTIFY THE COR OF ANY MAJOR DISCREPENCIES.

2. CONTRACTOR TO COORDINATE ALL WORK BETWEEN TRADES.

3. INSTALL PRODUCTS PER MANUFACTURERS WRITTEN INSTRUCTIONS.

4. ALL CONTRACTORS ARE RESPONSIBLE FOR CLEANING SITE TO THE BEST OF THEIR ABILITIES

AT THE END OF EACH WORK DAY.

5. PROTECT ALL AREAS BELOW AND SURROUNDING THE AREA UNDER CONSTRUCTION. ALL

CONTRACTORS ARE RESPONSIBLE FOR ANY DAMAGES CAUSED BY THEM DURING THE

CONSTRUCTION PROCESS. IN THE EVENT OF ANY DAMAGES CONTRACTOR IS TO CONTACT

THE VA IMMEDIATELY PRIOR TO THE END OF THE DAY OF CONSTRUCTION.

6 CONTRACTOR TO REMOVE EXTERIOR BUILDING SIGBNAGE BELOW, ABOVE, OR ADJACENT TO

THE AREA OF WORK, WHEREVER THE SIGNAGE COULD BE AFFECTED BY THE CONSTRUCTION

OPERATIONS. RE-INSTALL UPON COMPLETION OF THE WORK.

NOTE:

NOT ALL KEYNOTES ARE USED ON EVERY SHEET. OTHER NOTES

NOT USED ON THIS SHEET MAY OCCUR ON OTHER SHEETS.

LEGEND

P1 : PHOTO 01

S.F. : SQUARE FEET

L.F. : LINEAR FEET

PLAN CONSTRUCTION NOTES

1 REMOVE, PREP AREA, AND REPLACE BRICK MORTAR JOINT, SHOWN IN LINEAR

FEET. MATCH EXISTING MORTAR JOINT EXACT.

2 REMOVE, PREP AREA, AND REPLACE EXISTING DISPLACED BRICK. IF DAMAGED

DURING CONSTRUCTION OPERATIONS, REPLACE WITH NEW BRICK. BRICK

AND MORTAR JOINT TO MATCH EXISTING EXACT.

3 REMOVE EFFLORESCENCE FROM MASONRY PRIOR TO FINAL CLEANING. AREA

SHOWN IN SQUARE FEET.

4 REMOVE, PREP AREA AND REPLACE SEALANT. SHOWN IN LINEAR FEET. REFER

TO SPECIFICATIONS.

5 REMOVE LOOSE LINTEL COMPLETE. REPLACE WITH GALVANIZED LINTEL,

PAINTED TO MATCH EXISTING. FIELD VERIFY EXACT SIZE.

6 REMOVE, PREP AREA AND REPLACE STONE MORTAR JOINT, SHOWN IN LINEAR

FEET. MATCH EXISTING MORTAR JOINT EXACT.

7 REMOVE, PREP AREA AND REPLACE SEALANT, ADD BACKER ROD. SHOWN IN

LINEAR FEET. REFER TO SPECIFICATIONS.

8 REMOVE EXISTING CONCRETE CAP AND REPLACE WITH PRECAST CONCRETE

CAP TO MATCH EXISTING EXACT. FIELD VERIFY MEASUREMENTS.

9 CLEAN, PREP, AND PAINT EXISTING STEEL LINTEL. SHOWN IN LINEAR FEET. FIELD

VERIFY MEASUREMENTS. LEAD PAINT TO BE ABATED PER SPECIFICATIONS.

10 REMOVE BROKEN OR DAMAGED BRICK. REPLACE WITH NEW BRICK. BRICK

AND MORTAR JOINT TO MATCH EXISTING EXACT.

11 REMOVE DAMAGED OR BROKEN STONE LINTEL AND REPLACE WITH NEW

STONE LINTEL. MATCH STONE AND MORTAR JOINT COMPLETE. FIELD VERIFY

STONE SIZE.

12 REMOVE DAMAGED OR BROKEN STONE SILL AND REPLACE WITH NEW STONE

SILL TO MATCH EXISTING.

13 REMOVE DAMAGED STONE. REPLACE WITH NEW STONE. NEW STONE AND

MORTAR JOINT TO MATCH EXISTING EXACT.

14 PATCH AND REPAIR LIMESTONE. MATCH EXISTING COLOR EXACT. FIELD

VERIFY.

15 REMOVE A PORTION OF THE DAMAGED LIMESTONE. PREP AND INSTALL

LIMESTONE PATCH.

16 CLEAN, PREP, AND PAINT EXPOSED STEEL REBAR. CHIP OUT CONCRETE TO

REMOVE LOOSE OR FLAKING MATERIAL. PATCH CONCRETE TO MATCH

EXISTING. FIELD VERIFY.

17 THOROUGHLY CLEAN LIMESTONE. REFER TO SPECIFICATIONS.

18 PATCH / REPAIR CONCRETE. PREP DAMAGED AREA AS NEEDED INCLUDING

REMOVING CONCRETE TO PROVIDE A PROPER SURFACE TO ACCEPT THE

CONCRETE PATCH MATERIAL. 1" "V" SHAPE (ROUGH) MINIMUM AREA

REQUIRED.

19 INSTALL SEALER TO CONCRETE TO PROTECT FROM SALT. FOLLOW

MANUFACTURER INSTRUCTIONS FOR APPLICATION REQUIREMENTS.

20 CUT IN 1/2" EXPANSION JOINT THROUGH BRICK VENEER. SEAL JOINT WITH

SEALANT PER SPECIFICATIONS.

21 REMOVE (ABATE PER SPECIFICATIONS 02 08333.13) WINDOW PERIMETER

SEALANT / CAULK AT ALL EXTERIOR OPENINGS, DOORS AND WINDOWS 100%.

ALL OPENINGS WHETHER OR NOT THE NOTE IS SHOWN.

SPECIFICALLY THE JOINT WHERE THE WINDOW / DOOR MEETS THE EXTERIOR

CLADDING (BRICK / STONE). REPLACE WITH NEW AS SPECIFIED.

NORTH

Building 15

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

All Concepts, ideas, design elements, plans, and details as shown on this document are the sole property of Viridian Architectural

Design, Inc. and shall not be used for any purpose without prior expressed written consent. The Owner shall be permitted to retain copies for information and reference.

Viridian Architectural Design, Inc.

2020 E. Washington Boulevard Suite 200 Fort Wayne, Indiana 46803

PH: 260.424.4830

www.viridian-design.net

FINAL BID

DOCUMENTS

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15.AS101

BUILDING 15 FIRST FLOOR PLAN REPAIR EXTERIOR WALLS,

MARION

MARION VAMC

610-21-208

FIRST FLOOR

846' - 11"

SECOND FLOOR

860' - 5"

ROOF

871' - 11"

10 4 S.F.

114 L.F.

P1

P2

P2

21 LF

62' - 0" +/- 49' - 8" +/-

TYP.

TYP.

TYP.

NOTE:

NOT ALL KEYNOTES ARE USED ON EVERY SHEET. OTHER NOTES

NOT USED ON THIS SHEET MAY OCCUR ON OTHER SHEETS.

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

15.AS401

NORTH ELEVATION

SCALE: NTS

P1 - PHOTO 01

SCALE: NTS

P2 - PHOTO 02

LEGEND

P1 : PHOTO 01

S.F. : SQUARE FEET

L.F. : LINEAR FEET

GENERAL CONSTRUCTION NOTES

1. AREAS SHOWN FOR REPAIR HAVE BEEN PRIORITIZED. NOT ALL DAMAGED AREAS ARE SHOWN

TO BE REPAIRED. THE INTENT OF THE DOCUMENTS ARE TO REPAIR THE EXTERIOR WALLS

WHERE THE MOST CRITICAL DAMAGE IS OBSERVED. FIELD VERIFY CONDITIONS OF AREAS

SHOWN FOR REPAIR AND NOTIFY THE COR OF ANY MAJOR DISCREPENCIES.

2. CONTRACTOR TO COORDINATE ALL WORK BETWEEN TRADES.

3. INSTALL PRODUCTS PER MANUFACTURERS WRITTEN INSTRUCTIONS.

4. ALL CONTRACTORS ARE RESPONSIBLE FOR CLEANING SITE TO THE BEST OF THEIR ABILITIES

AT THE END OF EACH WORK DAY.

5. PROTECT ALL AREAS BELOW AND SURROUNDING THE AREA UNDER CONSTRUCTION. ALL

CONTRACTORS ARE RESPONSIBLE FOR ANY DAMAGES CAUSED BY THEM DURING THE

CONSTRUCTION PROCESS. IN THE EVENT OF ANY DAMAGES CONTRACTOR IS TO CONTACT

THE VA IMMEDIATELY PRIOR TO THE END OF THE DAY OF CONSTRUCTION.

6 CONTRACTOR TO REMOVE EXTERIOR BUILDING SIGBNAGE BELOW, ABOVE, OR ADJACENT TO

THE AREA OF WORK, WHEREVER THE SIGNAGE COULD BE AFFECTED BY THE CONSTRUCTION

OPERATIONS. RE-INSTALL UPON COMPLETION OF THE WORK.

1 REMOVE, PREP AREA, AND REPLACE BRICK MORTAR JOINT, SHOWN IN LINEAR

FEET. MATCH EXISTING MORTAR JOINT EXACT.

2 REMOVE, PREP AREA, AND REPLACE EXISTING DISPLACED BRICK. IF DAMAGED

DURING CONSTRUCTION OPERATIONS, REPLACE WITH NEW BRICK. BRICK

AND MORTAR JOINT TO MATCH EXISTING EXACT.

3 REMOVE EFFLORESCENCE FROM MASONRY PRIOR TO FINAL CLEANING. AREA

SHOWN IN SQUARE FEET.

4 REMOVE, PREP AREA AND REPLACE SEALANT. SHOWN IN LINEAR FEET. REFER

TO SPECIFICATIONS.

5 REMOVE LOOSE LINTEL COMPLETE. REPLACE WITH GALVANIZED LINTEL,

PAINTED TO MATCH EXISTING. FIELD VERIFY EXACT SIZE.

6 REMOVE, PREP AREA AND REPLACE STONE MORTAR JOINT, SHOWN IN LINEAR

FEET. MATCH EXISTING MORTAR JOINT EXACT.

7 REMOVE, PREP AREA AND REPLACE SEALANT, ADD BACKER ROD. SHOWN IN

LINEAR FEET. REFER TO SPECIFICATIONS.

8 REMOVE EXISTING CONCRETE CAP AND REPLACE WITH PRECAST CONCRETE

CAP TO MATCH EXISTING EXACT. FIELD VERIFY MEASUREMENTS.

9 CLEAN, PREP, AND PAINT EXISTING STEEL LINTEL. SHOWN IN LINEAR FEET. FIELD

VERIFY MEASUREMENTS. LEAD PAINT TO BE ABATED PER SPECIFICATIONS.

10 REMOVE BROKEN OR DAMAGED BRICK. REPLACE WITH NEW BRICK. BRICK

AND MORTAR JOINT TO MATCH EXISTING EXACT.

11 REMOVE DAMAGED OR BROKEN STONE LINTEL AND REPLACE WITH NEW

STONE LINTEL. MATCH STONE AND MORTAR JOINT COMPLETE. FIELD VERIFY

STONE SIZE.

12 REMOVE DAMAGED OR BROKEN STONE SILL AND REPLACE WITH NEW STONE

SILL TO MATCH EXISTING.

13 REMOVE DAMAGED STONE. REPLACE WITH NEW STONE. NEW STONE AND

MORTAR JOINT TO MATCH EXISTING EXACT.

14 PATCH AND REPAIR LIMESTONE. MATCH EXISTING COLOR EXACT. FIELD

VERIFY.

15 REMOVE A PORTION OF THE DAMAGED LIMESTONE. PREP AND INSTALL

LIMESTONE PATCH.

16 CLEAN, PREP, AND PAINT EXPOSED STEEL REBAR. CHIP OUT CONCRETE TO

REMOVE LOOSE OR FLAKING MATERIAL. PATCH CONCRETE TO MATCH

EXISTING. FIELD VERIFY.

EXTERIOR ELEVATION NOTES

17 THOROUGHLY CLEAN LIMESTONE. REFER TO SPECIFICATIONS.

18 PATCH / REPAIR CONCRETE. PREP DAMAGED AREA AS NEEDED INCLUDING

REMOVING CONCRETE TO PROVIDE A PROPER SURFACE TO ACCEPT THE

CONCRETE PATCH MATERIAL. 1" "V" SHAPE (ROUGH) MINIMUM AREA

REQUIRED.

19 INSTALL SEALER TO CONCRETE TO PROTECT FROM SALT. FOLLOW

MANUFACTURER INSTRUCTIONS FOR APPLICATION REQUIREMENTS.

20 CUT IN 1/2" EXPANSION JOINT THROUGH BRICK VENEER. SEAL JOINT WITH

SEALANT PER SPECIFICATIONS.

21 REMOVE (ABATE PER SPECIFICATIONS 02 08333.13) WINDOW PERIMETER

SEALANT / CAULK AT ALL EXTERIOR OPENINGS, DOORS AND WINDOWS 100%.

ALL OPENINGS WHETHER OR NOT THE NOTE IS SHOWN.

SPECIFICALLY THE JOINT WHERE THE WINDOW / DOOR MEETS THE EXTERIOR

CLADDING (BRICK / STONE). REPLACE WITH NEW AS SPECIFIED.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

All Concepts, ideas, design elements, plans, and details as shown on this document are the sole property of Viridian Architectural

Design, Inc. and shall not be used for any purpose without prior expressed written consent. The Owner shall be permitted to retain copies for information and reference.

Viridian Architectural Design, Inc.

2020 E. Washington Boulevard Suite 200 Fort Wayne, Indiana 46803

PH: 260.424.4830

www.viridian-design.net

FINAL BID

DOCUMENTS

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15.AS401

BUILDING 15 NORTH ELEVATION REPAIR EXTERIOR WALLS,

MARION

MARION VAMC

610-21-208

08/09/2021 TWT JMP

Building 15

SECOND FLOOR

860' - 5"

ROOF

871' - 11"

384 L.F.

4 S.F.

1 70 L.F.

P1 P2

P3

SIM.

1 21 LF

62' - 0" +/-49' - 8" +/-

TYP.

TYP.

TYP.

TYP.

TYP.

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

15.AS403

SOUTH ELEVATION

NOTE:

NOT ALL KEYNOTES ARE USED ON EVERY SHEET. OTHER NOTES

NOT USED ON THIS SHEET MAY OCCUR ON OTHER SHEETS.

SCALE: NTS

P1 - PHOTO 01

SCALE: NTS

P2 - PHOTO 02

SCALE: NTS

P3 - PHOTO 03

LEGEND

P1 : PHOTO 01

S.F. : SQUARE FEET

L.F. : LINEAR FEET

GENERAL CONSTRUCTION NOTES

1. AREAS SHOWN FOR REPAIR HAVE BEEN PRIORITIZED. NOT ALL DAMAGED AREAS ARE SHOWN

TO BE REPAIRED. THE INTENT OF THE DOCUMENTS ARE TO REPAIR THE EXTERIOR WALLS

WHERE THE MOST CRITICAL DAMAGE IS OBSERVED. FIELD VERIFY CONDITIONS OF AREAS

SHOWN FOR REPAIR AND NOTIFY THE COR OF ANY MAJOR DISCREPENCIES.

2. CONTRACTOR TO COORDINATE ALL WORK BETWEEN TRADES.

3. INSTALL PRODUCTS PER MANUFACTURERS WRITTEN INSTRUCTIONS.

4. ALL CONTRACTORS ARE RESPONSIBLE FOR CLEANING SITE TO THE BEST OF THEIR ABILITIES

AT THE END OF EACH WORK DAY.

5. PROTECT ALL AREAS BELOW AND SURROUNDING THE AREA UNDER CONSTRUCTION. ALL

CONTRACTORS ARE RESPONSIBLE FOR ANY DAMAGES CAUSED BY THEM DURING THE

CONSTRUCTION PROCESS. IN THE EVENT OF ANY DAMAGES CONTRACTOR IS TO CONTACT

THE VA IMMEDIATELY PRIOR TO THE END OF THE DAY OF CONSTRUCTION.

6 CONTRACTOR TO REMOVE EXTERIOR BUILDING SIGBNAGE BELOW, ABOVE, OR ADJACENT TO

THE AREA OF WORK, WHEREVER THE SIGNAGE COULD BE AFFECTED BY THE CONSTRUCTION

OPERATIONS. RE-INSTALL UPON COMPLETION OF THE WORK.

1 REMOVE, PREP AREA, AND REPLACE BRICK MORTAR JOINT, SHOWN IN LINEAR

FEET. MATCH EXISTING MORTAR JOINT EXACT.

2 REMOVE, PREP AREA, AND REPLACE EXISTING DISPLACED BRICK. IF DAMAGED

DURING CONSTRUCTION OPERATIONS, REPLACE WITH NEW BRICK. BRICK

AND MORTAR JOINT TO MATCH EXISTING EXACT.

3 REMOVE EFFLORESCENCE FROM MASONRY PRIOR TO FINAL CLEANING. AREA

SHOWN IN SQUARE FEET.

4 REMOVE, PREP AREA AND REPLACE SEALANT. SHOWN IN LINEAR FEET. REFER

TO SPECIFICATIONS.

5 REMOVE LOOSE LINTEL COMPLETE. REPLACE WITH GALVANIZED LINTEL,

PAINTED TO MATCH EXISTING. FIELD VERIFY EXACT SIZE.

6 REMOVE, PREP AREA AND REPLACE STONE MORTAR JOINT, SHOWN IN LINEAR

FEET. MATCH EXISTING MORTAR JOINT EXACT.

7 REMOVE, PREP AREA AND REPLACE SEALANT, ADD BACKER ROD. SHOWN IN

LINEAR FEET. REFER TO SPECIFICATIONS.

8 REMOVE EXISTING CONCRETE CAP AND REPLACE WITH PRECAST CONCRETE

CAP TO MATCH EXISTING EXACT. FIELD VERIFY MEASUREMENTS.

9 CLEAN, PREP, AND PAINT EXISTING STEEL LINTEL. SHOWN IN LINEAR FEET. FIELD

VERIFY MEASUREMENTS. LEAD PAINT TO BE ABATED PER SPECIFICATIONS.

10 REMOVE BROKEN OR DAMAGED BRICK. REPLACE WITH NEW BRICK. BRICK

AND MORTAR JOINT TO MATCH EXISTING EXACT.

11 REMOVE DAMAGED OR BROKEN STONE LINTEL AND REPLACE WITH NEW

STONE LINTEL. MATCH STONE AND MORTAR JOINT COMPLETE. FIELD VERIFY

STONE SIZE.

12 REMOVE DAMAGED OR BROKEN STONE SILL AND REPLACE WITH NEW STONE

SILL TO MATCH EXISTING.

13 REMOVE DAMAGED STONE. REPLACE WITH NEW STONE. NEW STONE AND

MORTAR JOINT TO MATCH EXISTING EXACT.

14 PATCH AND REPAIR LIMESTONE. MATCH EXISTING COLOR EXACT. FIELD

VERIFY.

15 REMOVE A PORTION OF THE DAMAGED LIMESTONE. PREP AND INSTALL

LIMESTONE PATCH.

16 CLEAN, PREP, AND PAINT EXPOSED STEEL REBAR. CHIP OUT CONCRETE TO

REMOVE LOOSE OR FLAKING MATERIAL. PATCH CONCRETE TO MATCH

EXISTING. FIELD VERIFY.

EXTERIOR ELEVATION NOTES

17 THOROUGHLY CLEAN LIMESTONE. REFER TO SPECIFICATIONS.

18 PATCH / REPAIR CONCRETE. PREP DAMAGED AREA AS NEEDED INCLUDING

REMOVING CONCRETE TO PROVIDE A PROPER SURFACE TO ACCEPT THE

CONCRETE PATCH MATERIAL. 1" "V" SHAPE (ROUGH) MINIMUM AREA

REQUIRED.

19 INSTALL SEALER TO CONCRETE TO PROTECT FROM SALT. FOLLOW

MANUFACTURER INSTRUCTIONS FOR APPLICATION REQUIREMENTS.

20 CUT IN 1/2" EXPANSION JOINT THROUGH BRICK VENEER. SEAL JOINT WITH

SEALANT PER SPECIFICATIONS.

21 REMOVE (ABATE PER SPECIFICATIONS 02 08333.13) WINDOW PERIMETER

SEALANT / CAULK AT ALL EXTERIOR OPENINGS, DOORS AND WINDOWS 100%.

ALL OPENINGS WHETHER OR NOT THE NOTE IS SHOWN.

SPECIFICALLY THE JOINT WHERE THE WINDOW / DOOR MEETS THE EXTERIOR

CLADDING (BRICK / STONE). REPLACE WITH NEW AS SPECIFIED.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

All Concepts, ideas, design elements, plans, and details as shown on this document are the sole property of Viridian Architectural

Design, Inc. and shall not be used for any purpose without prior expressed written consent. The Owner shall be permitted to retain copies for information and reference.

Viridian Architectural Design, Inc.

2020 E. Washington Boulevard Suite 200 Fort Wayne, Indiana 46803

PH: 260.424.4830

www.viridian-design.net

FINAL BID

DOCUMENTS

OF07 38

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0:

:3

AM

15.AS403

BUILDING 15 SOUTH ELEVATION REPAIR EXTERIOR WALLS,

MARION

MARION VAMC

610-21-208

08/09/2021 TWT JMP

SECOND FLOOR

860' - 5"

ROOF

871' - 11"

7 2 L.F.

P1

TYP.

TYP.

TYP.

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

15.AS404

WEST ELEVATION

NOTE:

NOT ALL KEYNOTES ARE USED ON EVERY SHEET. OTHER NOTES

NOT USED ON THIS SHEET MAY OCCUR ON OTHER SHEETS.

SCALE: NTS

P1 - PHOTO 01

LEGEND

P1 : PHOTO 01

S.F. : SQUARE FEET

L.F. : LINEAR FEET

GENERAL CONSTRUCTION NOTES

1. AREAS SHOWN FOR REPAIR HAVE BEEN PRIORITIZED. NOT ALL DAMAGED AREAS ARE SHOWN

TO BE REPAIRED. THE INTENT OF THE DOCUMENTS ARE TO REPAIR THE EXTERIOR WALLS

WHERE THE MOST CRITICAL DAMAGE IS OBSERVED. FIELD VERIFY CONDITIONS OF AREAS

SHOWN FOR REPAIR AND NOTIFY THE COR OF ANY MAJOR DISCREPENCIES.

2. CONTRACTOR TO COORDINATE ALL WORK BETWEEN TRADES.

3. INSTALL PRODUCTS PER MANUFACTURERS WRITTEN INSTRUCTIONS.

4. ALL CONTRACTORS ARE RESPONSIBLE FOR CLEANING SITE TO THE BEST OF THEIR ABILITIES

AT THE END OF EACH WORK DAY.

5. PROTECT ALL AREAS BELOW AND SURROUNDING THE AREA UNDER CONSTRUCTION. ALL

CONTRACTORS ARE RESPONSIBLE FOR ANY DAMAGES CAUSED BY THEM DURING THE

CONSTRUCTION PROCESS. IN THE EVENT OF ANY DAMAGES CONTRACTOR IS TO CONTACT

THE VA IMMEDIATELY PRIOR TO THE END OF THE DAY OF CONSTRUCTION.

6 CONTRACTOR TO REMOVE EXTERIOR BUILDING SIGBNAGE BELOW, ABOVE, OR ADJACENT TO

THE AREA OF WORK, WHEREVER THE SIGNAGE COULD BE AFFECTED BY THE CONSTRUCTION

OPERATIONS. RE-INSTALL UPON COMPLETION OF THE WORK.

1 REMOVE, PREP AREA, AND REPLACE BRICK MORTAR JOINT, SHOWN IN LINEAR

FEET. MATCH EXISTING MORTAR JOINT EXACT.

2 REMOVE, PREP AREA, AND REPLACE EXISTING DISPLACED BRICK. IF DAMAGED

DURING CONSTRUCTION OPERATIONS, REPLACE WITH NEW BRICK. BRICK

AND MORTAR JOINT TO MATCH EXISTING EXACT.

3 REMOVE EFFLORESCENCE FROM MASONRY PRIOR TO FINAL CLEANING. AREA

SHOWN IN SQUARE FEET.

4 REMOVE, PREP AREA AND REPLACE SEALANT. SHOWN IN LINEAR FEET. REFER

TO SPECIFICATIONS.

5 REMOVE LOOSE LINTEL COMPLETE. REPLACE WITH GALVANIZED LINTEL,

PAINTED TO MATCH EXISTING. FIELD VERIFY EXACT SIZE.

6 REMOVE, PREP AREA AND REPLACE STONE MORTAR JOINT, SHOWN IN LINEAR

FEET. MATCH EXISTING MORTAR JOINT EXACT.

7 REMOVE, PREP AREA AND REPLACE SEALANT, ADD BACKER ROD. SHOWN IN

LINEAR FEET. REFER TO SPECIFICATIONS.

8 REMOVE EXISTING CONCRETE CAP AND REPLACE WITH PRECAST CONCRETE

CAP TO MATCH EXISTING EXACT. FIELD VERIFY MEASUREMENTS.

9 CLEAN, PREP, AND PAINT EXISTING STEEL LINTEL. SHOWN IN LINEAR FEET. FIELD

VERIFY MEASUREMENTS. LEAD PAINT TO BE ABATED PER SPECIFICATIONS.

10 REMOVE BROKEN OR DAMAGED BRICK. REPLACE WITH NEW BRICK. BRICK

AND MORTAR JOINT TO MATCH EXISTING EXACT.

11 REMOVE DAMAGED OR BROKEN STONE LINTEL AND REPLACE WITH NEW

STONE LINTEL. MATCH STONE AND MORTAR JOINT COMPLETE. FIELD VERIFY

STONE SIZE.

12 REMOVE DAMAGED OR BROKEN STONE SILL AND REPLACE WITH NEW STONE

SILL TO MATCH EXISTING.

13 REMOVE DAMAGED STONE. REPLACE WITH NEW STONE. NEW STONE AND

MORTAR JOINT TO MATCH EXISTING EXACT.

14 PATCH AND REPAIR LIMESTONE. MATCH EXISTING COLOR EXACT. FIELD

VERIFY.

15 REMOVE A PORTION OF THE DAMAGED LIMESTONE. PREP AND INSTALL

LIMESTONE PATCH.

16 CLEAN, PREP, AND PAINT EXPOSED STEEL REBAR. CHIP OUT CONCRETE TO

REMOVE LOOSE OR FLAKING MATERIAL. PATCH CONCRETE TO MATCH

EXISTING. FIELD VERIFY.

EXTERIOR ELEVATION NOTES

17 THOROUGHLY CLEAN LIMESTONE. REFER TO SPECIFICATIONS.

18 PATCH / REPAIR CONCRETE. PREP DAMAGED AREA AS NEEDED INCLUDING

REMOVING CONCRETE TO PROVIDE A PROPER SURFACE TO ACCEPT THE

CONCRETE PATCH MATERIAL. 1" "V" SHAPE (ROUGH) MINIMUM AREA

REQUIRED.

19 INSTALL SEALER TO CONCRETE TO PROTECT FROM SALT. FOLLOW

MANUFACTURER INSTRUCTIONS FOR APPLICATION REQUIREMENTS.

20 CUT IN 1/2" EXPANSION JOINT THROUGH BRICK VENEER. SEAL JOINT WITH

SEALANT PER SPECIFICATIONS.

21 REMOVE (ABATE PER SPECIFICATIONS 02 08333.13) WINDOW PERIMETER

SEALANT / CAULK AT ALL EXTERIOR OPENINGS, DOORS AND WINDOWS 100%.

ALL OPENINGS WHETHER OR NOT THE NOTE IS SHOWN.

SPECIFICALLY THE JOINT WHERE THE WINDOW / DOOR MEETS THE EXTERIOR

CLADDING (BRICK / STONE). REPLACE WITH NEW AS SPECIFIED.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

All Concepts, ideas, design elements, plans, and details as shown on this document are the sole property of Viridian Architectural

Design, Inc. and shall not be used for any purpose without prior expressed written consent. The Owner shall be permitted to retain copies for information and reference.

Viridian Architectural Design, Inc.

2020 E. Washington Boulevard Suite 200 Fort Wayne, Indiana 46803

PH: 260.424.4830

www.viridian-design.net

FINAL BID

DOCUMENTS

OF08 38

C :\U se rs

\A ad le r\D es kt op \re vi t l oc al

\6

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8_

B1 5_

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EN

TR

AL

_R

_a ad le r.r vt 8/

9/

0:

:3

AM

15.AS404

BUILDING 15 WEST ELEVATION REPAIR EXTERIOR WALLS,

MARION

MARION VAMC

610-21-208

08/09/2021 TWT JMP

6.

AS

1 / 16.AS403

/ 1

6.

AS

1 / 16.AS401

7 4 L.F.

7 4 L.F.

P2, P3

P1

1 6 L.F.

P2

P2

1 6 L.F.

TYP.

TYP.

21 TYP.

TYP.

21 TYP.21

TYP.

TYP.

TYP.

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

16.AS101

FIRST FLOOR PLAN

GENERAL CONSTRUCTION NOTES

1. AREAS SHOWN FOR REPAIR HAVE BEEN PRIORITIZED. NOT ALL DAMAGED AREAS ARE SHOWN

TO BE REPAIRED. THE INTENT OF THE DOCUMENTS ARE TO REPAIR THE EXTERIOR WALLS

WHERE THE MOST CRITICAL DAMAGE IS OBSERVED. FIELD VERIFY CONDITIONS OF AREAS

SHOWN FOR REPAIR AND NOTIFY THE COR OF ANY MAJOR DISCREPENCIES.

2. CONTRACTOR TO COORDINATE ALL WORK BETWEEN TRADES.

3. INSTALL PRODUCTS PER MANUFACTURER’S WRITTEN INSTRUCTIONS.

4. ALL CONTRACTORS ARE RESPONSIBLE FOR CLEANING SITE TO THE BEST OF THEIR ABILITIES

AT THE END OF EACH WORK DAY.

5. PROTECT ALL AREAS BELOW AND SURROUNDING THE AREA UNDER CONSTRUCTION. ALL

CONTRACTORS ARE RESPONSIBLE FOR ANY DAMAGES CAUSED BY THEM DURING THE

CONSTRUCTION PROCESS. IN THE EVENT OF ANY DAMAGES CONTRACTOR IS TO CONTACT

THE OWNER IMMEDIATELY PRIOR TO THE END OF THE DAY OF CONSTRUCTION.

6 CONTRACTOR TO REMOVE EXTERIOR BUILDING SIGNAGE BELOW, ABOVE OR ADJACENT TO

THE AREA OF WORK, WHEREVER THE SIGNAGE COULD BE AFFECTED BY THE CONSTRUCTION

OPERATIONS. RE-INSTALL UPON COMPLETION OF THE WORK.

NOTE:

NOT ALL KEYNOTES ARE USED ON EVERY SHEET. OTHER NOTE NOT

USED ON THIS SHEET MAY OCCUR ON OTHER SHEETS.

SCALE: NTS

P1 - PHOTO 01

SCALE: NTS

P3 - PHOTO 03

SCALE: NTS

P2 - PHOTO 02

NORTH

PLAN CONSTRUCTION NOTES

1 REMOVE, PREP AREA, AND REPLACE BRICK MORTAR JOINT, SHOWN IN LINEAR

FEET. MATCH EXISTING MORTAR JOINT EXACT.

2 REMOVE, PREP AREA, AND REPLACE EXISTING DISPLACED BRICK. IF DAMAGED

DURING CONSTRUCTION OPERATIONS, REPLACE WITH NEW BRICK. BRICK

AND MORTAR JOINT TO MATCH EXISTING EXACT.

3 REMOVE EFFLORESCENCE FROM MASONRY PRIOR TO FINAL CLEANING. AREA

SHOWN IN SQUARE FEET.

4 REMOVE, PREP AREA AND REPLACE SEALANT. SHOWN IN LINEAR FEET. REFER

TO SPECIFICATIONS.

5 REMOVE LOOSE LINTEL COMPLETE. REPLACE WITH GALVANIZED LINTEL,

PAINTED TO MATCH…