Attachment III - Drawings - Combined.pdf

CONTRACT OFFICER REPRESENTATIVE DATE

CHIEF OF ENGINEERING DATE

INTERIOR DESIGNER DATE

DEPARTMENT HEAD DATE

CONTRACT SPECIALIST DATE LEAD USER SIGNATURE DATE

N

KEY PLAN

PROJECT LOCATION-

FIRST FLOOR

SHADE INDICATES

AREA NOT IN SCOPE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

GUIDON DESIGN INC.

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

JAMES GOODEN

BLDG 1HEAPY

3850 PRIORITY WAY S. DR. STE 204

INDIANAPOLIS, IN 46240

ALICIA WARREN

317.571.8795

C U s e rs

\l s p lic h a l\ D o c u m e n ts

\1 .1

.0

A v ls p lic h a l.

rv t

/4 /2

:4

:5

P M

GI000

COVER SHEET Upgrade Lobby Restroom

2121 Lake Ave Fort Wayne, IN 46805

610A4-21-205

610A4-21-205

Upgrade Lobby Restroom

Fort Wayne Veteran's Affairs Medical Center

2121 Lake Ave Fort Wayne, IN 46805

BID DOCUMENTS

BID DOCUMENTS

FULLY SPRINKLERED

JF LS03/05/2021

SHEET INDEX

SHEET

NUMBER SHEET NAME

GENERAL

GI000 COVER SHEET

GI101 LIFE SAFETY PLAN

GC101 INFECTION CONTROL/PHASING PLAN

ARCHITECTURAL

AE001 ARCHITECTURAL SYMBOLS AND ABBREVIATIONS

AE002 WALL TYPES

AD101 FIRST FLOOR DEMOLITION PLANS

AD201 DEMOLITION IMAGES

AE101 FIRST FLOOR ARCHITECTURAL PLAN

AE601 DETAILS AND DOOR SCHEDULE

AI101 FINISH PLANS

AI201 INTERIOR FINISHES ELEVATIONS

AI202 INTERIOR FINISHES ELEVATIONS AND DETAILS

AI901 INTERIOR RENDERINGS

FIRE SUPPRESSION

F000 FIRE SUPPRESSION SYMBOLS AND ABBREVIATIONS

FX101 OVERALL FIRST FLOOR FIRE SUPPRESSION PLAN

FX401 ENLARGED FIRST FLOOR FIRE SUPPRESSION PLANS

PLUMBING

P000 PLUMBING SYMBOLS, LEGENDS, AND ABBREVIATIONS

PP100 OVERALL BASEMENT PLUMBING PLAN

PP101 OVERALL FIRST FLOOR PLUMBING PLAN

PP401 ENLARGED BASEMENT FLOOR PLUMBING PLANS

PP402 ENLARGED FIRST FLOOR PLUMBING PLANS

PP600 PLUMBING DETAILS, RISERS, AND SCHEDULES

MECHANICAL

M000 MECHANICAL SYMBOLS, LEGENDS, AND ABBREVIATIONS

MH100 OVERALL BASEMENT MECHANICAL PLAN

MH101 OVERALL FIRST FLOOR MECHANICAL PLAN

MM401 ENLARGED BASEMENT MECHANICAL PLANS

MM402 ENLARGED FIRST FLOOR MECHANICAL PLANS

MM403 ENLARGED FIRST FLOOR MECHANICAL PLANS

MM600 MECHANICAL SCHEDULES AND DETAILS

MM700 MECHANICAL CONTROL SYSTEMS

ELECTRICAL

E001 ELECTRICAL LEGEND

ED101 FIRST FLOOR DEMOLITION PLANS

EL101 FIRST FLOOR ELECTRICAL PLAN

E601 LIGHTING SCHEDULE

TECHNOLOGY

T001 TECHNOLOGY LEGEND

TD101 FIRST FLOOR REMOVALS

TA101 FIRST FLOOR TECHNOLOGY PLAN

TA102 FIRST FLOOR TECHNOLOGY PLAN - OVERALL

T501 DETAILS - TECHNOLOGY

Contact:Contact: Contact:

GUIDON DESIGN INC.

Christopher Hawk

Sr. Project Manager & MEP Team Leader

MECHANICAL &

PLUMBING ENGINEER

FORT WAYNE VA MEDICAL CENTER

Russell Becker

COR

2121 Lake Ave.

Fort Wayne, IN 46805 p: 260-426-5431 x 71387 e: russell.becker@va.gov

OWNER

GUIDON DESIGN INC.

James Gooden

Sr. Project Manager & Architectural Team Leader

1221 North Pennsylvania Street Indianapolis, IN 46202 p: 317.800.6388 x 145 e: jgooden@guidondesign.com

ARCHITECT

1221 North Pennsylvania Street Indianapolis, IN 46202 p: 317.800.6388 x 167 e: chawk@guidondesign.com

AREA MAP

VICINITY MAP

CAMPUS MAP

PROJECT LOCATION

PROJECT SITE

LOCATION

Contact:

HEAPY ENGINEERING

Joel Summers

Sr. Electrical Designer

ELECTRICAL

ENGINEER

3850 Priority Way South Suite 204 Indianapolis, IN 46240 p: 317.571.8795 e: jasummers@heapy.com

N

N

N

Revisions: Date:

DN

N

TOTAL OCCUPANCY

FEC

EXIT

OCCUPANCY LOAD FACTOR

EXITS REQUIRED

SQUARE FOOTAGE

OCCUPANCY TYPE

EGRESS EXIT SIGNAGE

FIRE EXTINGUISHER CABINET

DIAGONAL DISTANCE

EXIT SEPARATION DISTANCE

EGRESS PATH

2 HR - FIRE SEPARATION

1 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

B

1500 SF

CODE ANALYSIS LEGEND

TOTAL OCCUPANCY

FEC

EXIT

OCCUPANCY LOAD FACTOR

EXITS REQUIRED

SQUARE FOOTAGE

OCCUPANCY TYPE

EGRESS EXIT SIGNAGE

FIRE EXTINGUISHER CABINET

DIAGONAL DISTANCE

EXIT SEPARATION DISTANCE

EGRESS PATH

2 HR - FIRE SEPARATION

1 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

B

1500 SF

TOTAL OCCUPANCY

FEC

EXIT

OCCUPANCY LOAD FACTOR

EXITS REQUIRED

SQUARE FOOTAGE

OCCUPANCY TYPE

EGRESS EXIT SIGNAGE

FIRE EXTINGUISHER CABINET

DIAGONAL DISTANCE

EXIT SEPARATION DISTANCE

EGRESS PATH

2 HR - FIRE SEPARATION

1 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

B

1500 SF

E X

IT

EXIT

EXIT

TRAVEL DISTANCE= 110'-0"

T R

A V

E L

D

IS

T A

N C

E

0'

-0

EXIT SEPARATION DISTANCE = 212'-0"

EXIT

TRAVEL DISTANCE= 146'-0"

238 SF

MEN'S RESTROOM

A165

236 SF

WOMEN'S

RESTROOM

A166

73 SF

MEN'S RESTROOM

76 SF

WOMEN'S

RESTROOM

278 SF

WOMENS

RESTROOM

263 SF

MENS RESTROOM

E X

IT

E X

IT

EXIT SEPARATION DISTANCE = 212'-0"

E X

IT

N

KEY PLAN

PROJECT LOCATION-

FIRST FLOOR

SHADE INDICATES

AREA NOT IN SCOPE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

GUIDON DESIGN INC.

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

JAMES GOODEN

BLDG 1HEAPY

3850 PRIORITY WAY S. DR. STE 204

INDIANAPOLIS, IN 46240

ALICIA WARREN

317.571.8795

C U s e rs

\l s p lic h a l\ D o c u m e n ts

\1 .1

.0

A v ls p lic h a l.

rv t

/3 /2

:3

:0

P M

GI101

LIFE SAFETY PLAN Upgrade Lobby Restroom

2121 Lake Ave Fort Wayne, IN 46805

610A4-21-205BID DOCUMENTS

FULLY SPRINKLERED

JF DMC03/05/2021

N

N.T.S.Scale:

FIRST FLOOR LIFE SAFETY PLAN

UP

N

PB

PB

PB

PB

TEMPORARY WALLS. SEE PLAN AND PLAN NOTES

TEMPORARY CONSTRUCTION ACCESS DOORS

REFERENCE AREA FOR ABOVE CEILING

WORK ON FLOOR BELOW.

RE: ENGINEERING DRAWINGS FOR FULL

SCOPE OF WORK

BEYOND PROJECT BOUNDARY

PROJECT BOUNDARY

IC / PHASING LEGEND

CONTINUOUS FIRESAFE SEALANT

TOP AND BOTTOM, & BOTH SIDES

3 1/2" SOUND ATTENUATION BATT.

5/8" TYPE X GYPSUM BOARD, BOTH SIDES

3 5/8" METAL STUD @ 16" O.C. WITH

RUNNER CHANNELS ALONG TOP

AND BOTTOM

CONSTRUCTION

SIDE

PUBLIC

SIDE

6 MIL. FIRE RETARDANT VISQUEEN

MEMBRANE. CONTINUOUSLY ADHERE

TO THE STRUCTURAL DECK ABOVE AND

TO THE FLOOR BELOW WITH TAPE.

UNDERSIDE OF STRUCTURAL DECK

UL LISTING: U465

COORDINATE WITH EXISTING CEILING

PUBLIC SIDE

1 HOUR FIRE RATED METAL DOOR ASSEMBLY

AND FRAME WITH SEALS, CARD READER,

HARDWARE AND CLOSER

TRIATEK MONITOR

HAND SANITIZER

SEAL ALL EDGES WITH TAPE

SEAL ALL EDGES WITH TAPE

REFER TO TEMPORARY BARRIER TYPE FOR

REQUIRED CONDITION TO STRUCTURE ABOVE

VA / OSHA TEMPORARY SIGNAGE

PUBLIC SIDE

SINGLE DOOR DOUBLE DOOR

CONSTRUCTION ACTIVITY - FIRE RISK: TYPE C

PATIENT RISK GROUP: MEDIUM

CLASS OF PRECAUTION MATRIX: II

1. PROVIDE TEMPORARY 1 HR FIRE RATED SMOKE BARRIER WALL

CONSTRUCTION PER NFPA 241. REFER TO DETAIL 2/GI101.

2. PROVIDE TEMPORARY INFECTION CONTROL CONSTRUCTION DOOR WITH

CARD READER ACCESS. REFER TO ELEVATION 3/GI101.

3. CONTRACTOR SHALL REMOVE EXISTING ACT AS NECESSARY TO COMPLETE

ABOVE CEILING WORK - SALVAGE ACT FOR REINSTALLATION.

4. REMOVE & REPLACE GYPSUM CEILING AS NEEDED FOR ABOVE CEILING

WORK IN THESE AREAS TO PREPARE FOR NEW CONSTRUCTION ABOVE ON

FIRST FLOOR RESTROOMS. MATCH EXISTING FINISHES. REFER TO

PLUMBING PLANS FOR MORE INFORAMTION.

5. CONTRACTOR SHALL INSTALL TEMPORARY POLY DUST BARRIER DURING

WORK - REMOVE AT END OF SHIFT AND CLEAN TO PREPARE SPACE FOR

OCCUPANCY.

A. REFER TO LIST OF REQUIRED INFECTION CONTROL PRECAUTIONS OUTLINED

BY CLASS IN SPECIFICATION 01 01 10 AND ADDITIONAL INFORMATION.

B. REFER TO DRAWINGS, SPECIFICATIONS AND DOOR HARDWARE SCHEDULE

FOR ADDITIONAL INFORMATION.

C. PROJECT SHALL BE COMPLETED IN 3 SEPARATE PHASES.

D. COORDINATE FULL SCOPE OF WORK WITH ENGINEERING DRAWINGS AND

FIELD VERIFICATION. CONTRACTOR IS RESPONSIBLE FOR SCOPE OF ABOVE

CEILING WORK REQUIRED ABOVE AND BELOW THE FLOOR PLATE OF THE

PROJECT BOUNDARY.

E. COORDINATE LOCATION OF TEMPORARY INFECTION CONTROL (IC) BARRIER

WALL CONSTRUCTION AND INFECTION CONTROL (IC) MEASURES WITH COR

AND PATIENT SAFETY/ INFECTION CONTROL REPRESENTATIVE. TEMPORARY

IC BARRIER WALL CONSTRUCTION LOCATIONS IN DRAWINGS ARE

APPROXIMATE. CONTRACTOR SHALL PROVIDE DRAWING TO COR AND

PATIENT SAFETY/ INFECTION CONTROL REPRESENTATIVE ONCE ICRA

PROTOCOLS AND PLAN IS APPROVED.

F. SCHEDULE AND TIME OF CONSTRUCTION WORK TO BE APPROVED BY COR

BEFORE CONSTRUCTION MAY BEGIN. PROVIDE PHASING INFORMATION FOR

ABOVE CEILING WORK IN THE CONTRACTOR PROVIDED CMP SCHEDULE FOR

WORK ALSO REQUIRED ABOVE AND BELOW THE FLOOR PLATE OF THE

PROJECT BOUNDARY.

G. ABOVE CEILING WORK SHALL TAKE PLACE BETWEEN THE HOURS OF 5:00 PM

AND 5:00 AM. IN AREAS THAT REQUIRE ABOVE CEILING WORK WHERE

CEILINGS ARE TO REMAIN, CEILING TILES SHALL BE REMOVED AND STORED

IN A SAFE MANNER UNTIL CEILING TILES CAN BE REINSTALLED. DAMAGED

AND BROKEN CEILING TILES SHALL BE REPLACED BY CONTRACTOR.

H. EXIT/ACCESS FOR ADJACENT OPERATIONAL AREAS SHALL BE MAINTAINED

DURING NORMAL BUSINESS HOURS. SEE SPECIFICATION FOR HOURS OF

OPERATION.

I. WORK REQUIRING VIBRATION OR LOAD NOISE SHALL TAKE PLACE BETWEEN

THE HOURS OF 5:00 PM AND 5:00 AM. EVERY EFFORT SHALL BE MADE TO

KEEP NOISE AND VIBRATION TO A MINIMUM.

J. PROVIDE THE FOLLOWING INFECTION CONTROL MEASURES, A 24"X36"

STICKY WALK OFF MAT AND HAND SANITIZER AT EACH TEMPORARY DOOR

LOCATION. MAT SHALL BE REPLACED OR CLEANED AS NECESSARY

K. PROVIDE THE VA AND OSHA REQUIRED TEMPORARY SIGNAGE AT EACH

TEMPORARY DOOR LOCATION.

L. CONTRACTOR SHALL SUPPLY SPILL KIT. SPILL KIT TO INCLUDE SHOP VAC,

MULTI-PURPOSE SPILL CONTROL SORBENTS TO ABSORB NON AGGRESSIVE

LIQUIDS UP TO 30 GALLONS.

M. ALL NEW MATERIAL MOVED THROUGH THE FACILITY SHALL BE COVERED

WITH 4 MIL. POLY SHEET.

N. ALL DEMOLITION MATERIAL SHALL BE REMOVED FROM THE PROJECT

BOUNDARY THROUGH THE FACILITY TO DUMPSTER ALONG VA APPROVED

ROUTE IN ENCLOSED DUMPSTER CART DESIGNED FOR SUCH PURPOSE

WITH A LID.

O. ALL MATERIAL, DEBRIS AND HAZARDOUS MATERIALS SHALL BE PROPERLY

STORED IN DESIGNATED AREAS AND APPROVED CONTAINERS. FLAMMABLE

MATERIALS SHALL NOT BE STORED IN THE FACILITY.

P. PROVIDE CONTAINMENT CART FOR ABOVE CEILING ACCESS OUTSIDE

PROJECT BOUNDARY.

A. PROJECT AREAS TO BE OCCUPIED BY STAFF AND VETERANS THROUGHOUT

CONSTRUCTION.

B. REFER TO SPECIFICATION 01 00 00 FOR INFORMATION ON WORK DURATION

FOR EACH PHASE AND AREA OF WORK.

PHASING GENERAL NOTES

INFECTION CONTROL PLAN NOTES

INFECTION CONTROL GENERAL NOTES

INFECTION CONTROL PROJECT INFORMATION

C

LE

A R

6' - 0"

CLEAR

6' - 0"

C

LE

A R

6'

C

LE

A R

6'

CLEAR

6' - 0"

AE101

AE101

AE101

PHASE 3

PHASE 1

PHASE 2

WOMENS RESTROOM

MENS RESTROOM

MEN'S RESTROOM

A165

WOMEN'S RESTROOM

A166

MEN'S RESTROOM

WOMEN'S RESTROOM

N

KEY PLAN

PROJECT LOCATION-

FIRST FLOOR

SHADE INDICATES

AREA NOT IN SCOPE

AI202

9' - 3"B

8' - 6"A 8' - 6"A

7' - 8"B

C L R

MEN'S LOCKER ROOM

CORRIDOR

LOUNGE

045B

SOILED UTILITY

HAC

MECH

DISHWASHER

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

GUIDON DESIGN INC.

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

JAMES GOODEN

BLDG 1HEAPY

3850 PRIORITY WAY S. DR. STE 204

INDIANAPOLIS, IN 46240

ALICIA WARREN

317.571.8795

C U s e rs

\l s p lic h a l\ D o c u m e n ts

\1 .1

.0

A v ls p lic h a l.

rv t

/3 /2

:3

:5

P M

GC101

INFECTION CONTROL/PHASING

PLAN

Upgrade Lobby Restroom

2121 Lake Ave Fort Wayne, IN 46805

610A4-21-205BID DOCUMENTS

FULLY SPRINKLERED

JF LS03/05/2021

SCALE: 1 1/2" = 1'-0"GC101

TEMPORARY 1 HR FIRE RATED SMOKE BARRIER WALL

CONSTRUCTION NFPA 241

SCALE: 1/4" = 1'-0"GC101

4 TEMPORARY WALL CONSTRUCTION ELEVATION

SCALE: 1/8" = 1'-0"GC101

1 FIRST FLOOR ENLARGED INFECTION CONTROL PLAN

N

SCALE: 1/4" = 1'-0"GC101

3 RCP_0B - Basement - MEP PHASE 3

SCALE: 1/4" = 1'-0"GC101

2 RCP_0B - Basement - MEP PHASE 1

SECTION REFERENCE

DRAWING NUMBER

SHEET LOCATION

DRAWING NUMBER

SHEET

LOCATION

DETAIL REFERENCE

OBJECT

REFERENCED

OBJECT

REFERENCED

X

XXXX

X

XXXX

SCALE: ??

VIEW TITLE

N

NORTH ARROW

LED WALL MOUNTED LIGHT FIXTURE

LED RECESSED LIGHT FIXTURE

HVAC RETURN AIR GRILLE

HVAC SUPPLY DIFFUSER

ACCESS PANEL

A 9'-0"

CEILING TAG CEILING TYPE

FINISHED CEILING HEIGHT

REFER TO CEILING LEGEND FOR MORE

INFORMATION

EXTENT OF REVISION

REVISION SET

MECH/ELEC ITEMS: REFER TO MEP SHEETS AS APPLICABLE

PROJECT BOUNDARY

BEYOND PROJECT BOUNDARY, NIC

DETAIL/DRAWING SCALE

TITLE OF DETAIL/DRAWING

DETAIL/DRAWING NUMBER

SHEET NUMBER

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACST ACOUSTIC

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ABA ARCHITECTURE'S BARRIER ACT

ADC AUTOMATIC DOOR CLOSER

ADDL ADDITIONAL

ADDN ADDITION

ADH ADHESIVE

ADJ ADJACENT, ADJOINING, OR ADJUSTABLE

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

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

APPD APPROVED

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASB ASBESTOS

ASI ARCHITECT'S SUPPLEMENTAL INSTRUCTION

ASKLR AUTOMATIC SPRINKLER

ASSN ASSOCIATION

ATCH ATTACHMENT

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

AUX AUXILIARY

AV AUDIO VISUAL

AVG AVERAGE

AW ACID WASTE

AWI ARCHITECTURAL WOODWORKING INSTITUTE

AWS AMERICAN WELDING SOCIETY

B PL BASE PLATE

BAT BATTEN

BD BOARD

BEV BEVEL

BKG BACKING

BLD BUILD

BLDG BUILDING

BLKG BLOCKING

BM BEAM OR BENCHMARK

BOT BOTTOM

BRCG BRACING

BRDG BRIDGING

BRG BEARING

BRKT BRACKET

BRZ BRONZE

BSMT BASEMENT

BTWN BETWEEN

C CELSIUS CHANNEL OR CHANNEL CELSIUS

C CONC CAST CONCRETE

C TO C CENTER TO CENTER

CAB CABINET

CB CORNER BEAD

CBB CEMENTITIOUS (BACKER) BOARD

CCW COUNTERCLOCKWISE

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 CORNER GUARD

CGSFU CERAMIC GLAZED STRUCTURAL FACING UNITS

CHEM CHEMICAL

CHFR CHAMFER

CIP CAST-IN-PLACE

CIR CIRCLE

CIRC CIRCULAR

CJ CONSTRUCTION JOINT OR CONTROL JOINT

CL CENTER LINE

CLDG CLADDING

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CNR CORNER

CNTR COUNTER

CO CARBON MONOXIDE, CLEANOUT

CO₂ CARBON DIOXIDE

COL COLUMN

COM COMMON

COMB COMBINATION, COMBINED

COMM COMMUNICATION

COMP COMPONENT

CONC CONCRETE

COND CONDENSER OR CONDITION

CONN CONNECT

CONSTR CONSTRUCTION

CONT CONTINUE

CONTR CONTRACTOR

COORD COORDINATE

CORR CORRIDOR

CPM CRITICAL PATH METHOD

CPRS COMPRESSIBLE

CRS COLD ROLLED STEEL

CS CAST CONCRETE STONE

CSB CONCRETE SPLASH BLOCK

CSG CASING

CSK COUNTER SUNK

CSMT CASEMENT

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTG COATING

CTR CENTER

CTRL CONTROL

CU COPPER C

CU FT CUBIC FEET

CU IN CUBIC INCH

CU YD CUBIC YARD

CURT CURTAIN

CYL CYLINDER

CYL L CYLINDER LOCK

N NORTH

NA NOT APPLICABLE

NAT NATURAL

NATL NATIONAL

NC NOISE CRITERIA

NCOMBL NONCOMBUSTIBLE

NEG NEGATIVE

NEUT NEUTRAL

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NR NOISE REDUCTION

NRC NOISE REDUCTION COEFFICIENT

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 OR OUTSIDE DIMENSION

OF/CI OWNER FURNISHED/CONTRACTOR INSTALLED

OFD OVERFLOW DRAIN

OFF OFFICE

OF/OI OWNER FURNISHED/OWNER INSTALLED

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

OUT OUTLET

OZ OUNCE

PAR PARALLEL OR PARAPET

PART PARTIAL

PAT PATTERN

PB PUSHBUTTON

PBD PARTICLEBOARD

PC PIECE, POLYCARBONATE OR PORTLAND CEMENT

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCP PORTLAND CEMENT PLASTER

PED PEDESTAL

PEN PENETRATE

PEND PENDANT

PERF PERFORATED

PERIM PERIMETER

PERP PERPENDICULAR

PHS PHILLIPS HEAD SCREW

PKG PACKAGE

PLAM PLASTIC LAMINATE

PLAS PLASTER OR PLASTIC

PLBG PLUMBING

PLYWD PLYWOOD

PMTL PAINTED METAL

PNEU PNEUMATIC

PNL PANEL

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)

PWR POWER

QA QUALITY ASSURANCE

QC QUALITY CONTROL

QRY QUARRY

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

RBR RUBBER

RCP REFLECTED CEILING PLAN

RCVR RECEIVER

RD ROAD OR ROOF DRAIN

REC RECESSED

RECD RECEIVED

RECPT RECEPTACLE

RECT RECTANGLE

REF REFERENCE OR REFRIGERATOR

REG REGISTER

REINF REINFORCE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

RET RETURN

REV REVISION

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

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

RWL RAIN WATER LEADER

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

X BRACE CROSS BRACE

XPS EXTRUDED POLYSTYRENE BOARD (INSULATION)

YD YARD

YR YEAR

1. THE CONTRACT DOCUMENT DRAWINGS HAVE BEEN PREPARED USING REVIT®

SOFTWARE IN A MICROSOFT WINDOWS ENVIRONMENT. A BUILDING INFORMATION

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

DOES NOT CONTAIN COMPLETE INFORMATION FOR USE IN COST ESTIMATING,

SYSTEMS PERFORMANCE, COORDINATION, SCHEDULING, OR FACILITIES

MANAGEMENT.

2. THE CONTRACT DOCUMENT DRAWINGS HAVE BEEN PREPARED USING THE

CONSTRUCTION SPECIFICATIONS INSTITUTE'S UNIFORM DRAWING SYSTEM AND THE

NATIONAL CAD STANDARD AS GUIDES.

3. DISCREPANCIES IN THE CONTRACT DOCUMENTS SHALL BE IMMEDIATELY BROUGHT

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

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

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

THE BID DUE DATE.

4. CONTRACTOR IS RESPONSIBLE FOR COORDINATING SCOPE OF WORK WITH

OWNER’S REPRESENTATIVE/COR AND VARIOUS FACILITY PERSONNEL INVOLVED

WITH UTILITY SHUT DOWN, INFECTION CONTROLS, OCCUPANT/EMPLOYEE SAFETY,

ACCESS CONTROL, ETC.

5. ANY INDICATION OF PROJECT LIMITS OR BOUNDARY OF DEMARCATION ARE SHOWN

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

LIMIT OF BOUNDARY REQUIRES COORDINATION WITH THE DESIGN SCOPE OF WORK

AND ACCESS TO EXISTING UTILITIES FOR TIE IN.

6. DRAWINGS ARE PREPARED FROM FIELD VERIFICATION, EXISTING FACILITY DRAWING

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

MANUFACTURERS AS A BASIS OF DESIGN. CONTRACTOR IS RESPONSIBLE FOR

VERIFICATION OF ACTUAL DIMENSIONS, THE COORDINATION OF THE DETAILS WITH

THE PRODUCTS WHICH ARE PROVIDED PER THE SCOPE OF THE SPECIFICATIONS

AND THE SURROUNDING CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS,

ROUGH-IN DIMENSIONS, CONNECTIONS, AND OVERALL INSTALLATION

REQUIREMENTS.

7. CONTRACTOR IS RESPONSIBLE FOR THE COMPLETION OF THE ENTIRE SCOPE OF

WORK OUTLINED IN THE CONTRACT DOCUMENTS. CONTRACTOR IS RESPONSIBLE

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

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

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

CERTAIN SHEETS AND SPECIFICATIONS, CROSS COORDINATION IS REQUIRED.

8. CONTRACTOR AND SUB-CONTRACTORS ARE BOTH RESPONSIBLE FOR

UNDERSTANDING INFORMATION OUTLINED IN THE SPECIFICATIONS, KEY NOTES,

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

9. CONTRACTOR AND SUB-CONTRACTORS ARE BOTH RESPONSIBLE FOR PROVIDING

AND MAINTAINING SMOKE/FIRE RATINGS OF NEW CONSTRUCTION AND EXISTING

CONSTRUCTION AS INDICATED ON DRAWINGS. THIS INCLUDES PATCHING

PENETRATIONS IN SHAFTS, WALLS, SLABS AND ROOF. ONLY U.L. APPROVED

METHODS, MATERIALS AND INSTALLATION ARE ACCEPTABLE.

10. MECHANICAL, PLUMBING, FIRE PROTECTION AND ELECTRICAL DRAWINGS SHOW

INFORMATION IN A DIAGRAMMATIC FASHION WITHOUT DIMENSIONING. THE GENERAL

CONTRACTOR IS TO COORDINATE THE LOCATIONS OF ALL MECHANICAL, PLUMBING

AND ELECTRICAL EQUIPMENT WITH RESPECT TO THE ARCHITECTURAL AND

STRUCTURAL DETAILING OF SHAFTS, CHASES, CEILING CONSTRUCTION, ETC.

11. CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS IDENTIFIED AND NOT

IDENTIFIED IN THE CONTRACT DOCUMENTS WITH THE EXISTING AND NEW

CONSTRUCTION ELEMENTS. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION

BETWEEN THE CONTRACT DOCUMENTS, INSTALLED AND UNINSTALLED

CONSTRUCTION BEFORE THE ORDERING OF MATERIALS AND EQUIPMENT. NOTIFY

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

MISSING DIMENSIONS.

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

ORIENTATION AND CONTEXT ONLY.

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

CONSTRUCTION TO PROVIDE A FLUSH FINISH SURFACE.

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

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

GRID LINES UNLESS NOTED OTHERWISE.

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

SLAB FLOOR CONSTRUCTION UNLESS OTHERWISE NOTED.

16. ROUGH OPENINGS SHALL ALLOW FOR SHIM SPACE.

17. CONTRACTOR TO PROVIDE WORK WHERE DETAILS AND NOTES ARE IDENTIFIED AS

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

DETAIL, AREA, OR ITEM REFERENCED.

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

CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF DELIVERY, MOUNTING,

INSTALLATION, NECESSARY BLOCKING AND ROUGH-IN.

19. INSTALLED WORK IS THE CONTRACTOR INSTALLING OWNER FURNISHED MATERIALS

AND EQUIPMENT. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF MATERIAL

DELIVERY, MOUNTING, INSTALLATION AND ROUGH IN.

20. FURNISHED WORK IS THE CONTRACTOR FURNISHING THE MATERIALS AND

EQUIPMENT TO THE OWNER. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF

DELIVERY AND ROUGH-IN.

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

CALLED OUT AS SALVAGED OR RELOCATED WITHIN THE CONTRACT DOCUMENTS.

22. ALL PERSONS DIRECTLY OR INDIRECTLY ASSOCIATED WITH THE PROJECT SHALL BE

FAMILIAR WITH THE RULES AND REGULATIONS OF THE OCCUPATIONAL SAFETY AND

HEALTH ACT, AND IMPLEMENT THOSE RULES AS THEY APPLY TO THIS PROJECT.

23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL

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

UTILITY LINES CAUSED BY CONSTRUCTION OPERATIONS AT NO COST TO THE

OWNER.

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

REQUIRED DURING CONSTRUCTION.

25. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ADJACENT

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

CONSTRUCTION SITE. ANY DAMAGE OR UNACCEPTABLE WEAR BY THE

CONSTRUCTION TEAM SHALL BE REPAIRED/REPLACED BY THE CONTRACTOR AT NO

COST TO THE OWNER.

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

DRAWINGS, THE BETTER QUALITY, MORE STRINGENT REQUIREMENTS OR GREATER

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

27. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND COORDINATING HARDWARE,

ACCESS CONTROL AND AUTOMATIC OPERATORS ARE PROVIDED WITH COMPLETE

AND COMPATIBLE SYSTEMS REQUIRED FOR THEIR OPERATION. REFER TO DOOR

HARDWARE SCHEDULE, HARDWARE SPECIFICATIONS, AUTOMATIC OPERATOR

SPECIFICATIONS, ACCESS CONTROL SPECIFICATIONS AND ELECTRICAL DRAWINGS.

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 OR DIAGRAM DIAGONAL

DIFF DIFFERENCE OR DIFFUSER

DIM DIMENSION

DIR DIRECTION

DISP DISPENSER

DIST DISTANCE

DIV DIVIDE OR DIVISION

DL DEAD LOAD

DOC DOCUMENT

DOZ DOZEN

DN DOWN

DR DOOR, DRAIN, DRESSING ROOM, OR DRIVE

DS DOWNSPOUT

DSGN DESIGN

DWG DRAWING

E EAST

EA EACH

EFF EFFICIENCY

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELAST ELASTOMERIC

ELEC ELECTRIC

ELEV ELEVATOR

EMER EMERGENCY

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

EST ESTIMATE

ETC AND SO FORTH OR ET CETERA

ETS EXPOSE TO STRUCTURE

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION OR EXPOSED

EXT EXTERIOR, EXTERNAL, OR EXTINGUISHER

F FAHRENHEIT OR FEMALE

FA FIRE ALARM

FAB FABRIC

FAC FACTOR

FACIL FACILITY

FAS FASCIA

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

FIG FIGURE

FIL FILLET

FIN FINISH

FIXT FIXTURE

FL FLOORLINE

FLASH FLASHING

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLR FLOOR

FLUOR FLUORESCENT

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

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET OR FOOT

FTG FOOTING

FURG FURRING

FURN FURNISH OR FURNITURE

FUT FUTURE

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

GFRG GLASS-FIBER-REINFORCED GYPSUM

GFRP GLASS-FIBER-REINFORCED PLASTIC

GI GALVANIZED IRON

GL GLASS

GR FL GROUND FLOOR

GRTG GRATING

GSB GYPSUM SHEATHING BOARD

GSM GALVANIZED SHEET METAL

GSU GLAZED STRUCTURAL UNIT

GT GROUT

GUAR GUARANTEE

GYP GYPSUM

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 OR 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

HS HEAT-STRENGTHENED (GLASS) OR HIGH STRENGTH

HSKPG HOUSEKEEPING

HST HOIST

HT HEIGHT

HVAC HEATING, VENTILATING, AND AIR CONDITIONING

HVY HEAVY

HW HOT WATER

HYD HYDRANT

HYDR HYDRAULIC

IAQ INDOOR AIR QUALITY

IBC INTERNATIONAL BUILDING CODE

ID IDENTIFICATION, INSIDE DIAMETER

ID NO IDENTIFICATION NUMBER

ILLUM ILLUMINATION

INCL INCLUDED

IND INDEPENDENT OR INDUSTRIAL

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

INTERCOM INTERCOMMUNICATION

INTL INTERNATIONAL

IWH INSTANTANEOUS WATER HEATER

JAN JANITOR

J-BOX JUNCTION BOX

JT JOINT

KD KILN DRIED OR KNOCKED DOWN

KO KNOCKOUT

KPL KICKPLATE

L ANGLE

LAM LAMINATE

LAM GL LAMINATED GLASS

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 OR LEFT HAND REVERSE

LATENT HEAT RATIO

LIB LIBRARY

LIN LINEAR

LIQ LIQUID

LKR LOCKER

LKR RM LOCKER ROOM

LL LEAD LINED

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

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

LYR LAYER

MACH MACHINE

MAINT MAINTENANCE

MAN MANUAL

MATL MATERIAL

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 OR MEDIUM MEDICAL

MEK METHYL ETHYL KETONE

MEL MELAMINE

MEMB MEMBRANE

MEMO MEMORANDUM

MF MILL FINISH

MFD MANUFACTURED

MFG MANUFACTURING

MFR MANUFACTURER

MFR REC MANUFACTURER'S RECOMMENDATION

MGT MANAGEMEN

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM MINUTE OR 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 BITUME

MOPR MOP RACK

MR MOISTURE RESISTANT

MS MACHINE SCREW OR MOP SINK

MTD MOUNTED

MTG MOUNTING

MTL METAL

MULL MULLION

MWP MEMBRANE WATERPROOFING

X

X

XXXX

SHEET LOCATION

VIEW NUMBER

X X

X

SHEET LOCATION

VIEW NUMBER

XXXX

BUILDING SECTION REFERENCE

DRAWING NUMBER

SHEET LOCATION

BUILDING X

XXXX

X

XXXX

ELEVATION REFERENCES

NEW WALL

WALL TO BE

REMOVED

S3A.G

INDICATES STRUCTURAL MATERIAL

INDICATES NOMINAL SIZE

INDICATES STRUCTURE AND FINISH HEIGHTS

INDICATES QUALIFER

EXISTING WALL TO

REMAIN

TEMPORARY IC

BARRIER WALL

CONSTRUCTION

ROOM

ROOM TAG

NEW DOOR

EXISTING DOOR

DEMOLISHED DOOR

SA SUPPLY AIR

SALV SALVAGE

SAMP SAMPLE

SAN SANITARY

SAT SUSPENDED ACOUSTICAL TILE

SATC SUSPENDED ACOUSTICAL TILE CEILING

SB SPLASH BLOCK

SBSTR SUBSTRATE

SC SHADING COEFFICIENT OR SOLID CORE

SCHED SCHEDULE

SCHEM SCHEMATIC

SCP SCUPPER

SCRN SCREEN

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

SGL SINGLE

SHT SHEET

SHT MTL FLASH SHEET METAL (FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SK SKETCH

SKLT SKYLIGHT

SLNT SEALANT

SM SHEET METAL

SMK SMOKE

SND SANITARY NAPKIN DISPENSER

SND INS SOUND INSULATION

S SOUTH

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

STC SOUND TRANSMISSION CLASS

STD STANDARD

STIF STIFFENER

STL STEEL

STL LNTL STEEL LINTEL

STL TB STEEL TUBE

STNLS STAINLESS

STOR STORAGE

STRUCT STRUCTURAL

SUB SUBSTITUTE

SURF SURFACE

SUSP SUSPEND

SV SHEET VINYL

SW SWITCH

SWDR SWING DOOR

SYM SYMBOL

SYNTH SYNTHETIC

SYS SYSTEM

TA TOILET ACCESSORY

T&G TONGUE AND GROOVE

T&M TIME AND MATERIALS

TB THROUGH BOLT OR TOWEL BAR

TCA TILE COUNCIL OF AMERICA

TD TOWEL DISPENSER

TECH TECHNICAL

TEMP TEMPERATURE OR TEMPORARY

THD THREAD

THERM THERMAL

THK THICKNESS

THRES THRESHOLD

THRU THROUGH

THRUOUT THROUGHOUT

TMPD TEMPERED

TN TRUE NORTH

TO TOP OF ___

TO FDN TOP OF FOUNDATION

TOB TOP OF BEAM

TOM TOP OF MASONRY

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

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

VENT VENTILATION

VERT VERTICAL

VEST VESTIBULE

VIC VICINITY

VID VIDEO

VIF VERIFY IN FIELD

VNR VENEER

VOC VOLATILE ORGANIC COMPOUND

VOL VOLUME

VOLT VOLTAGE

VR VAPOR RETARDER

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

REVISION TO PLAN CALLOUT

WALLS

DOOR TAG

KEY NOTE TAGS

WALL TAG : REFER TO WALL LEGEND FOR MORE INFORMATION

DOORS

PT-1

A

T

101 EQUIPMENT/FURNITURE TAG

FINISH INDICATION

FRAME / WINDOW

GLAZING1

1 PLAN NOTE

1 DEMOLITION NOTE

ALTERNATE/BID DEDUCT ITEM

KEY NOTE SYMBOLS

CONSTRUCTION GENERAL NOTESARCHITECTURAL SYMBOLS

REFLECTED CEILING PLAN SYMBOLS

ARCHITECTURAL ABBREVIATIONS

SPEAKERS

LED SURFACE MOUNTED LIGHT FIXTURE

OCCUPANCY SENSOROS

SPRINKLER

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

GUIDON DESIGN INC.

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

JAMES GOODEN

BLDG 1HEAPY

3850 PRIORITY WAY S. DR. STE 204

INDIANAPOLIS, IN 46240

ALICIA WARREN

317.571.8795

C U s e rs

\l s p lic h a l\ D o c u m e n ts

\1 .1

.0

A v ls p lic h a l.

rv t

/3 /2

:3

:1

P M

AE001

ARCHITECTURAL SYMBOLS AND

ABBREVIATIONS

Upgrade Lobby Restroom

2121 Lake Ave Fort Wayne, IN 46805

610A4-21-205BID DOCUMENTS

FULLY SPRINKLERED

JF LS03/05/2021Revisions: Date:

A. ALL WALLS WILL BE WALL TYPE S3A.G UNLESS OTHERWISE NOTED.

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

NOTED.

C. REFER TO DIMENSION PLANS FOR PARTITION TYPE LOCATIONS.

PARTITIONS ARE DISTINGUISHED ON PLANS BY SYMBOL DESIGNATION

GRAPHIC DESIGNATION, OR A COMBINATION OF BOTH. NOT ALL

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

SCHEDULE ON THIS SHEET FOR PARTITIONS USED ON THIS PROJECT.

D. ALL DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD. REFER TO

PARTITION TYPES FOR PARTITION WIDTH DIMENSIONS.

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

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

STUD GAUGE, MAXIMUM SPACING AND ALLOWABLE LIMITING HEIGHT

DEFLECTION CRITERIA FOR GYPSUM BOARD ASSEMBLIES AND REQUIRED

FINISHES. FOR WALLS WHERE STUDS ARE ATTACHED TO STRUCTURE

ABOVE, PROVIDE CROSS BRACING AS NECESSARY MEETING THE CRITERIA

INDICATED TO ACCOMMODATE THE SPECIFIED DEFLECTION CRITERIA OF

THE WALL.

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

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

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

EXAMPLES OF FRAGILE FINISHES WOULD INCLUDE BUT NOT LIMITED TO

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

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

AREAS WHERE STUDS ARE TO STRUCTURE ABOVE OR HIGH AREAS,

CONTRACTOR TO VERIFY SIZED INDICATED IS ADEQUATE FOR HEIGHT

LISTED. PROVIDE ADEQUATE SIZE STEEL STUD FRAMING AND NOTIFY

ARCHITECT OF ANY DISCREPANCY PRIOR TO FABRICATION OR

INSTALLATION.

I. KING STUDS AT DOOR FRAMES TO BE 18 GA. UNLESS OTHERWISE NOTED.

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

CONSTRUCTION, UNLESS OTHERWISE NOTED.

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

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

AND FIRE RATED PARTITIONS. REFERENCE TEST NUMBERS APPLY ONLY TO

PARTITIONS INDICATED TO BE RATED.

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

(UL) ASSEMBLIES UNLESS OTHERWISE NOTED.

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

OF EXTERIOR SHEATHING, INCLUDING EXTENSIONS THROUGH SOFFITS.

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

TYPES AS FOLLOWS:

a. FIRE RATED PARTITIONS: SEAL IN ACCORDANCE WITH THE

REQUIREMENTS SPECIFIED FOR THROUGH PENETRATION

FIRESTOP SYSTEMS AND FIRE RESISTIVE JOINT SYSTEMS.

b. SMOKE TIGHT PARTITIONS: SEAL COMPLETELY WITH

ELASTOMERIC SEALANT. FOR THE LOCATION AND EXTENT OF

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

SAFETY DRAWINGS.

c. ALL OTHER LOCATIONS: SEAL AS INDICATED AND REQUIRED

ELSEWHERE BY THE CONTRACT DOCUMENTS.

P. INSULATION HEAD CONDITIONS AT FLOOR / ROOF DECK:

a. FIRE RESISTANT RATED PARTITIONS SHALL USE MINERAL WOOL

INSULATION AND APPROPRIATE FIRE RATED SEALANT.

b. NON-RATED PARTITIONS REQUIRING SOUND ATTENUATION SHALL

USE SOUND ATTENUATION BATTS (SAB).

Q. PROVIDE STENCILED IDENTIFICATION FOR RATED PARTITIONS.

R. STC RATING APPLIES WHERE PARTITION TAG QUALIFIER INDICATES WITH

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

SCHEDULE WHERE INDICATED BY QUALIFIER.

S. FOR PARTITIONS WITH STC RATINGS INDICATED SOUND ATTENUATION

BATTS TO EXTEND FULL HEIGHT OF PARTITION UNLESS OTHERWISE

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

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

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

SECURE INSULATION IN PLACE.

U. PROVIDE 5/8" MOISTURE/MOLD RESISTANT GYPSUM BOARD IN TOILET

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

LOCATIONS.

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

COORDINATE LOCATIONS WITH FINISH WALL PLANS.

W. PROVIDE CORNER AND END WALL FRAMING AS DETAILED ON 3/AE002.

WALL TYPES LEGEND AND GENERAL NOTES

X#X.#

INDICATES STRUCTURAL MATERIAL

CH = SHAFT WALL

F = FURRING

S = STEEL

M = MASONRY

W = WOOD

INDICATES NOMINAL SIZE

INDICATES STRUCTURE AND

FINISH HEIGHTS

QUALIFIER'S (X-X-X)

G GYPSUM BOARD FINISH

1SB 1 HR RATED SMOKE BARRIER

2SB 2 HR RATED SMOKE BARRIER

1F 1 HR FIRE RATED

2F 2 HR FIRE RATED

i SOUND INSULATION t THERMAL INSULATION

B BULLET RESISTANT

L LEAD LINED

M MESH (STEEL SECURITY MESH)

MR MOIST/MOLD RESISTANT GYPSUM

SP SMOKE PARTITION

TB TILE BACKER CEMENT BOARD

A = STRUCTURE TO DECK, FINISH TO DECK

B = STRUCTURE TO DECK, FINISH ONE SIDE TO DECK

C = STRUCTURE TO DECK, FINISH TO ABOVE CEILING

D = STRUCTURE TO ABOVE CEILING, FINISH TO ABOVE CEILING

P = PARTIAL HEIGHT WALL

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

*SEE WALL TYPES FOR PROJECT SPECIFIC CONSTRUCTION

CH

2 1/2" 4" 6"

F 7/8

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

4" 6" 8" 12"

S

2 1/2" 3 5/8"

4" 6" 8" 12"

M

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

W

3/4"

3 1/2"

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

" 1 HR FIRE/SMOKE

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

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

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

B. USE THE FOLLOWING LANGUAGE FOR STENCILS:

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

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

"LIMIT TRANSFER OF SMOKE"

PERMANENT RED PAINT

LETTERING, TYP.

CEILING LINE

STENCILING NOTES

WALL TAG LEGEND

S2A.G 2 1/2"

WALL TAG

STRUCTURAL

SIZE

FINISH DIM FIRE RATING UL DESIGN

MIN STC

RATING

3 3/4" NA NA NA

COMMENTS

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

NA

NANANANA

S6A.G 6" 7 1/4" NANANANA

LINE OF STRUCTURE ABOVE

LINE OF CEILING

LINE OF STRUCTURE BELOW

PLAN

5/8"

STRUCTURAL SIZE

5/8"

FINISH DIMENSION

5/8" TYPE X GYP BD

BEAD OF CONT. SEALANT

STEEL STUDS @ 16" O.C.

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

CEILING

DEEP LEG SLIP TRACK AT DECK

HOLD GYPSUM BACK FROM DECK FOR

DEFLECTION

INSULATION PRESENT WITH QUALIFER (i OR t)

WALL TYPES

S3A.GTB 3 5/8" 4 7/8" NANANANA

S3A.GiTB 3 5/8" 4 7/8" NANANANA

5/8" TILE BACKER CEMENT BOARD WITH QUALIFIER (TB)

WALL TAG

STRUCTURAL

SIZE

FINISH DIM FIRE RATING UL DESIGN

MIN STC

RATING

COMMENTS

3 5/8" 4 7/8" NANANANA

F6D.TB 6" 7 1/4" NANANANA

LINE OF STRUCTURE ABOVE

LINE OF CEILING

LINE OF STRUCTURE BELOW

PLAN

STRUCTURAL SIZE

5/8"

FINISH DIMENSION

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

CEILING

5/8" TILE BACKER BOARD

BEAD OF CONT. SEALANT

STEEL STUDS @ 16" O.C.

INSULATION PRESENT WITH QUALIFER (i OR t)

F3D.TB

3 5/8" 4 7/8" NA34NANA

F6D.iTB 6" 7 1/4" NA37NANA

F3D.iTB

NOTE:

COORDINATE HEIGHT OF TILE BACKER

BOARD WITH HEIGHT OF TILE.

RE: ELEVATIONS

TILE, RE: ELEVATIONS

5/8" TYPE X GYP BD (ABOVE TILE BACKER BOARD)

NOTE:

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

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

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

25 GA. STUDS (NON-COMPOSITE)

STUD WIDTH STUD SPACING ALLOW. DEFLECTION HEIGHT

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

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

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

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

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

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

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

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

22 GA. STUDS (NON-COMPOSITE)

STUD WIDTH STUD SPACING ALLOW. DEFLECTION HEIGHT

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

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

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

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

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

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

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

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

20 GA. STUDS (NON-COMPOSITE)

STUD WIDTH STUD SPACING ALLOW. DEFLECTION HEIGHT

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

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

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

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

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

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

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

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

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

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

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

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

18 GA. STUDS (NON-COMPOSITE)

STUD WIDTH STUD SPACING ALLOW. DEFLECTION HEIGHT

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

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

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

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

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

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

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

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

SSMA NON-COMPOSITE STUDS

HIGH PRIORITY PARTITION

LOWER PRIORITY PARTITION

HIGH PRIORITY CEILING /

ROOF ASSEMBLY

LOWER PRIORITY PARTITION

RATING

3 HOUR ASSEMBLY

2 HOUR ASSEMBLY

1 HOUR ASSEMBLY

SMOKE-RATED ASSEMBLY

NON-RATED ASSEMBLY

PRIORITY

NOTE: LOWER NUMBER, HIGHER PRIORITY

TOP OF METAL DECK OR CONCRETE

FIRE CAULKING AS REQUIRED BY UL# HWS0001

(BY FRAMING CONTRACTOR)

PACK FLUTES OF DECK WITH FIRE SAFING AS

REQUIRED PER UL# HWS0001

Z-CLIPS 2" WIDTH

BOTTOM OF METAL DECK

LIGHT GAUGE FRAMING DEFLECTION TRAK,

CONFORMING TO UL# HW-D-0060

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

SCRIBED TO DECK UL# U465

METAL STUD

PARALLEL NOTE:

NON-RATED CONSTRUCTION SIMILAR W/O

FIRE SAFING & SCRIBING BYP. BD. TO DECK

6"

TOP OF METAL DECK OR CONCRETE

FIRE CAULKING AS REQUIRED BY UL# HWS0001

(BY FRAMING CONTRACTOR)

PACK FLUTES OF DECK WITH FIRE SAFING AS

REQUIRED PER UL# HWS0001

Z-CLIPS 2" WIDTH

BOTTOM OF METAL DECK

LIGHT GAUGE FRAMING DEFLECTION TRAK,

CONFORMING TO UL# HW-D-0060

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

SCRIBED TO DECK UL# U465

METAL STUD

PERPENDICULAR NOTE:

NON-RATED CONSTRUCTION SIMILAR W/O

FIRE SAFING & SCRIBING BYP. BD. TO DECK

INSULATION STUFFED INSIDE BOX

METAL STUD FRAMING

CORNER BEAD AT ALL

OUTSIDE CORNERS (TYPICAL)

20 GA. METAL STUDS WRAPPED WITH

20 GA. TRACK ON BOTH SIDES,

CONTINUOUS FROM FLOOR TO DECK

INSULATION STUFFED INSIDE BOX

METAL STUD FRAMING

CORNER BEAD AT ALL

OUTSIDE CORNERS (TYPICAL)

20 GA. METAL STUDS WRAPPED WITH

20 GA. TRACK ON BOTH SIDES,

CONTINUOUS FROM FLOOR TO DECK

6" M

IN

V A

R

IE

S

2 1/2" METAL STUD BRACING ON BOTH

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

ANCHOR TO STRUCTURE ABOVE

5/8" TYPE "X" GYPSUM BOARD

4 7/8"

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

ANCHOR TO STRUCTURE ABOVE

BOTTOM OF BULKHEAD

VARIES

BOTTOM OF CEILING

VARIES

REFER TO REFLECTED CEILING PLAN

VARIES

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

ANCHOR TO STRUCTURE ABOVE

5/8" TYPE "X" GYPSUM BOARD

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

ANCHOR TO STRUCTURE ABOVE

TYPICAL WALL CONSTRUCTION,

RE: FLOOR PLAN AND WALL TYPES

FOR ADDITIONAL INFORMATION

BOTTOM OF BULKHEAD

VARIES

BOTTOM OF CEILING

VARIES

6" M

IN

V A

R

IE

S

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

ANCHOR TO STRUCTURE ABOVE

5/8" TYPE "X" GYPSUM BOARD

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

ANCHOR TO STRUCTURE ABOVE

V A

R

IE

S 6"

M

IN

REFER TO REFLECTED CEILING PLAN

VARIES

BOTTOM OF BULKHEAD

VARIES

BOTTOM OF CEILING

VARIES

5/8" TYPE "X" GYPSUM BOARD

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

GUIDON DESIGN INC.

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

JAMES GOODEN

BLDG 1HEAPY

3850 PRIORITY WAY S. DR. STE 204

INDIANAPOLIS, IN 46240

ALICIA WARREN

317.571.8795

C U s e rs

\l s p lic h a l\ D o c u m e n ts

\1 .1

.0

A v ls p lic h a l.

rv t

/3 /2

:3

:1

P M

AE002

WALL TYPES Upgrade Lobby Restroom

2121 Lake Ave Fort Wayne, IN 46805

610A4-21-205BID DOCUMENTS

FULLY SPRINKLERED

JF DMC03/05/2021

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

1 RATED WALL PRIORITY

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

2 DEFLECTION TRACK

WALL TYPE SCHEDULE

WALL TYPES USED IN THIS PROJECT

F3D.iTB

F3D.TB

S3.A1

S3A.G

S3A.GiTB

S3A.GTB

S6A.GiTB

SCALE: 3" = 1'-0"AE002

3 TYPICAL CORNER FRAMING DETAIL

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

4 TYPICAL BULKHEAD DETAIL - SINGLE STUD

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

5 TYPICAL BULKHEAD DETAIL

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

6 TYPICAL BULKHEAD DETAIL

OS OS

N

F

AP

F

F

N

N

S F

8 8

4' - 10 1/4"

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

10 10

11 11

(1) (2)

(3) 4

6'

/4

MEN'S RESTROOM

WOMEN'S RESTROOM

8' - 2 1/2"

10' - 4 1/2"

1/

2"

3'

10112 (4)

(5)

1'

/2

3'

MEN'S RESTROOM

A165

WOMEN'S RESTROOM

A166

4 4

2 2

4 4

(6)

(7)

4' - 0"

/8

4' - 2 5/8"5' - 9 1/8"

6'

/8

3' - 5"

3' - 10"

15 15

3' - 0"

3' - 0"

8' - 0"C 8' - 0"C

8' - 0"B

8' - 0"B

8' - 0"C

8 8

/2

9' - 10 1/2" 10' - 0 1/2"

13' - 7 3/8"

8'

/8

9'

/8

7' - 6"

6' - 10 1/4"

8' - 1"B

8' - 2"B

MEN'S RESTROOM

WOMEN'S RESTROOM

8' - 7 1/2"

8'

/8 " 12

/8

6'

/8

10' - 9 1/2"

8' - 0"A 8' - 0"A

MEN'S

RESTROOM

A165

WOMEN'S

RESTROOM

A166

A. COORDINATE DEMOLITION WITH NEW CONSTRUCTION. ALL DEMOLITION AND

REPAIR NECESSARY TO COMPLETE NEW AND REMODEL CONSTRUCTION

SHALL BE PROVIDED. CONTRACTOR SHALL REMOVE EXISTING

IMPROVEMENTS WHETHER OR NOT SPECIFICALLY INDICATED ON THE

DRAWINGS TO FACILITATE THE COMPLETION OF ALL REQUIRED WORK.

CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL QUANTITIES AND

ITEMS REQUIRED TO BE REMOVED.

B. REFER TO ARCHITECTURAL SYMBOLS ON SHEET AE001 FOR DEMOLITION

SYSTEMS AND DRAWING NOMENCLATURE.

C. EXISTING STRUCTURE WITHIN THE PROJECT BOUNDARY SHALL REMAIN

UNLESS OTHERWISE NOTED.

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

PREFORMED SHALL BE REVIEWED BY CONTRACTOR PRIOR TO CUTTING TO

VERIFY NO UNSAFE OR UNSATISFACTORY CONDITIONS EXIST. SUCH

CONDITIONS SHALL BE RECTIFIED BEFORE WORK MAY PROCEED.

E. EXTENTS OF DEMOLITION SHALL BE COORDINATED WITH THE

ARCHITECTURAL FLOOR PLANS AE101 AND ENGINEERING DRAWINGS FOR

ADDITIONAL INFORMATION.

F. DIMENSIONS SHOWN FOR EXISTING CONSTRUCTION TO BE DEMOLISHED

ARE APPROXIMATE AND ARE INTENDED TO GIVE A GENERAL SCOPE OF

WORK TO BE REMOVED OR TEMPORARILY REMOVED TO ACCOMMODATE

NEW CONSTRUCTION. COORDINATE DEMOLITION WORK WITH DESIGN

INTENT OF NEW CONSTRUCTION TO PROVIDE ADEQUATE AREA FOR THIS

WORK.

G. CONTRACTORS SHALL REMOVE INDICATED DEMOLITION OF CONSTRUCTION

ASSEMBLIES IN THEIR ENTIRETY, UNLESS OTHERWISE NOTED, TO

ACCOMMODATE NEW CONSTRUCTION.

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

NEW FINISHES. DEMOLITION SHOULD BE PERFORMED IN A MANNER SUCH

THAT THE CONTRACTOR CAN SEAMLESSLY PATCH NEW WORK TO BE

SMOOTH AND UNDETECTABLE.

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

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

CAN BE REINSTALLED. DAMAGED AND BROKEN CEILING TILES SHALL BE

REPLACED BY CONTRACTOR. GYPSUM BOARD CEILINGS SHALL BE PATCHED

AND PAINTED TO SEAMLESSLY MATCH EXISTING CEILING COLOR

FOLLOWING ABOVE CEILING DEMOLITION ACTIVITY. THIS SHALL INCLUDE

REPAIR TO THE CEILING GRID, SUSPENSION SYSTEM AND ALL ASSOCIATED

ASSEMBLIES AS WELL AS THE REPLACEMENT OF DAMAGED CEILING

PANELS, WITHIN AND BEYOND PROJECT LIMITS.

J. COORDINATE FULL SCOPE OF DEMOLITION WORK WITH ENGINEERING AND

VENDOR DRAWINGS.

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

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

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

MANUFACTURES RECOMMENDATIONS. REFER TO SPECIFICATION 09 05 16.

L. WALLS SHALL BE REMOVED THROUGHOUT PROJECT BOUNDARY UNLESS

OTHERWISE INDICATED.

M. FLOORING AND WALL BASE SHALL BE REMOVED THROUGHOUT PROJECT

BOUNDARY UNLESS OTHERWISE INDICATED.

N. REMOVE AND SALVAGE WALL MOUNTED ACCESSORIES AND MOUNTING

HARDWARE THROUGHOUT PROJECT BOUNDARY UNLESS OTHERWISE

NOTED. CONTRACTOR TO REINSTALL. REFER TO SHEET AI201.

O. REMOVE ALL PLUMBING FIXTURES AND ASSOCIATED ACCESSORIES

THROUGHOUT PROJECT BOUNDARY UNLESS OTHERWISE NOTED. REFER TO

PLUMBING PLAN FOR ADDITIONAL INFORMATION.

P. REMOVE DOOR LEAVES, FRAMES AND HARDWARE THROUGHOUT PROJECT

BOUNDARY UNLESS OTHERWISE NOTED.

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

OR GUARDRAILS THROUGHOUT PROJECT BOUNDARY UNLESS OTHERWISE

NOTED.

1. REMOVE CERAMIC TILE FLOORING, ASSUME THICK SET MORTAR BED.

2. REMOVE EXISTING CHASE WALL TO ACCOMMODATE NEW WORK -

COORDINATE WITH RENOVATION PLANS.

3. REMOVE EXISTING TOILET PARTITIONS AND DISPOSE.

4. REMOVE EXISTING PLUMBING FIXTURE - COORDINATE WITH MEP

DRAWINGS.

5. REMOVE DOOR, FRAME, AND HARDWARE IN ITS ENTIRETY - PREP WALL FOR

NEW DOOR, FRAME, AND HARDWARE.

6. REMOVE ACOUSTIC PANEL CEILING ASSEMBLY IN ITS ENTIRETY.

7. GYPSUM CEILING ASSEMBLY TO REMAIN AS EXISTING. PATCH AND FINISH

NEW GYPSUM TO ACCOMMODATE NEW WORK.

8. INFECTION CONTROL BARRIER AND/OR CONSTRUCTION ACCESS DOOR -

REFER TO SHEET GI101.

9. REMOVE DOOR, FRAME, AND HARDWARE IN ITS ENTIRETY - PREP WALL FOR

INFILL CONSTRUCTION.

10. REMOVE EXISTING WALL FINISH. EXISTING WALLS TO REMAIN. SAND AND

PREP TO RECEIVE SCHEDULED FINISH, REFER TO AI101.

11. REMOVE CARPET FLOORING AND WALL BASE.

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

13. EXISTING WINDOW WELL BULKHEAD TO REMAIN - PREP TO COMBINE.

14. EXISTING WINDOW SHADES TO REMAIN.

15. SAW-CUT AND REMOVE PORTION OF CONCRETE FLOOR SLAB FOR REMOVAL

AND INSTALLATION OF NEW PLUMBING. COORDINATE WITH PLUMBING

CONTRACTOR FOR EXACT LOCATION AND SIZE.

16. REMOVE AND REPLACE CEILING ACCESS PANELS.

17. REMOVE 12x12 VCT FLOORING AND RUBBER BASE.

DEMOLITION GENERAL NOTES

DEMOLITION PLAN NOTES

DEMOLITION LEGEND

WALL TO BE REMOVED DOOR TO BE REMOVED

IMAGE REFERENCE

NUMBER

DIRECTION OF VIEW

DEMOLITION IMAGES

TEMPORARY ICRA WALL TEMPORARY CONSTRUCTION

ACCESS DOOR

OFFICE

OFFICE

TOILET

OFFICE

HAC

OFFICE

OFFICE

TOILET

OFFICE

HAC

N

KEY PLAN

PROJECT LOCATION-

FIRST FLOOR

SHADE INDICATES

AREA NOT IN SCOPE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

GUIDON DESIGN INC.

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

JAMES GOODEN

BLDG 1HEAPY

3850 PRIORITY WAY S. DR. STE 204

INDIANAPOLIS, IN 46240

ALICIA WARREN

317.571.8795

C U s e rs

\l s p lic h a l\ D o c u m e n ts

\1 .1

.0

A v ls p lic h a l.

rv t

/3 /2

:3

:0

P M

AD101

FIRST FLOOR DEMOLITION PLANS Upgrade Lobby Restroom

2121 Lake Ave Fort Wayne, IN 46805

610A4-21-205BID DOCUMENTS

FULLY SPRINKLERED

JF LS03/05/2021

SCALE: 1/4" = 1'-0"AD101

1 E_01 - 141 - 145 RESTROOM DEMO PLAN

SCALE: 1/4" = 1'-0"AD101

5 E_01 - 177 & 178 RESTROOM DEMO PLAN

SCALE: 1/4" = 1'-0"AD101

3 E_01 - A165 & A166 DEMO ENLARGED PLAN

SCALE: 1/4" = 1'-0"AD101

2 RCP_01 - 141 - 145 RESTROOM RCP DEMO

SCALE: 1/4" = 1'-0"AD101

6 RCP_01 - 177 & 178 RESTROOM RCP DEMO

SCALE: 1/4" = 1'-0"AD101

4 RCP_01 - A165 & A166 RESTROOM RCP DEMO

N

N

NN

N

N

PHASE 1

PHASE 2

PHASE 3

HARDWARE, FINISHES, PLUMBING FIXTURES, ELECTRICAL

FIXTURES, AND INSTALLATION OF NEW PARITIONS, DOORS,

DOOR FRAMES, DOOR HARDWARE, FINISHES, PLUMBING

A141, A142, A143, A144, & 145. TIME FRAME FOR THIS PHASE

IS APPROXIMATELY 135 DAYS.

DOORS, FRAMES, HARDWARE, PLUMBING FIXTURES, NURSE

CALL, ELECTRICAL FIXTURES, AND INSTALLATION OF NEW

CHASE PLUMBING FIXTURES, NURSE CALL, AND ELECTRICAL

FIXTURES IN ROOMS A165 & A166. TIME FRAME FOR THIS

PHASE IS APPROXIMATELY 115 DAYS.

REMOVE EXISTING FLOORING, CHASE WALL, TOILET

PARTITIONS, DOORS, FRAMES, HARDWARE, PLUMBING

FIXTURES, NURSE CALL,…