3-Plans.pdf

A0.00 COVER SHEET

A0.01 SYMBOLS & ABBREVIATIONS

A0.02 INTERIOR PARTITION SCHEDULE

A0.06 COMMERCIAL ACCESSIBILITY STANDARDS

A0.08 CODE INFORMATION

A1.00 ARCHITECTURAL SITE PLAN

A2.00 FLOOR DEMOLITION PLANS

A2.03 EXTERIOR ELEVATIONS DEMOLITION

A2.10 GROUND FLOOR PLAN

A2.20 FIRST FLOOR PLAN

A2.30 MEZZANINE FLOOR PLAN

A3.10 GROUND FLOOR REFLECTED CEILING PLAN

A3.20 FIRST FLOOR REFLECTED CEILING PLAN

A3.30 MEZZANINE REFLECTED CEILING PLAN

A4.10 FIRST FLOOR FURNITURE AND EQUIPMENT PLAN (if necessary)

A5.00 ENLARGED PLANS, UNIT PLANS, PLAN DETAILS

A6.00 EXTERIOR ELEVATIONS

A6.01 EXTERIOR ELEVATIONS - HOLIDAY LIGHTING DESIGN

A6.10 BUILDING SECTION AND DETAILS

A7.00 WALL SECTIONS AND SECTION DETAILS

A7.01 WALL SECTIONS AND SECTION DETAILS

A8.00 FINISH LEGEND, FINISH SCHEDULE, SIGNAGE, INT. DET.

A8.10 GROUND FLOOR FINISH PLAN

A8.20 FIRST FLOOR FINISH PLAN

A8.30 MEZZANINE FLOOR FINISH PLAN

A10.00 DOOR, WINDOW, AND STOREFRONT SCHEDULE & DETAILS

P1.0 PLUMBING FLOOR PLANS DEMOLITION

P1.1 PLUMBING FLOOR PLANS NEW WORK

P2.0 PLUMBING SCHEDULES & DETAILS

H1.0 HVAC FLOOR PLANS DEMOLITION

H1.1 HVAC FLOOR PLANS NEW WORK

H2.0 HVAC SCHEDULES & DETAILS

ME1.0 MECHANICAL SPECIFICATIONS

ME1.1 MECHANICAL & ELECTRICAL SPECIFICATIONS

E1.0 ELECTRICAL FLOOR PLANS DEMOLITION

E1.1 ELECTRICAL FLOOR PLANS NEW WORK - LIGHTING

E1.2 ELECTRICAL BUILDING ELEVATIONS HOLIDAY LIGHTING

E1.3 ELECTRICAL FLOOR PLANS NEW WORK - POWER

E2.0 ELECTRICAL PANEL SCHEDULES

E2.1 ELECTRICAL LEGEND SCHEDULES & DETAILS

SIT

E

THE FOLLOWING ITEMS ARE CONSIDERED ALTERNATES TO THE PROJECT AND ARE ITEMS THAT MAY BE ADDED OR

REMOVED FROM THE PROJECT. THE GC OR CM AND THEIR SUBCONTRACTORS SHALL PROVIDE PRICING FOR EACH

ALTERNATE TO THE OWNER AND ARCHITECT PRIOR TO THE START OF CONSTRUCTION. REFER TO SPECIFICATION

SECTION 012300 FOR MORE INFORMATION.

THE FOLLOWING ITEMS ARE SUBJECT TO FURTHER DESIGN AND ENGINEERING BY THE CONTRACTOR PERFORMING

THE WORK. REFER TO THESE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS FOR DESIGN CRITERIA. ANY

REQUIRED SUBMISSION TO THE AUTHORITY HAVING JURISDICTION WILL BE PROVIDED BY THE CONTRACTOR

PERFORMING THE WORK AT A FUTURE DATE.

KURT D.

BERES

0714295

KURT D. BERES #0714295

EXPIRATION DATE 12-31-2025

775 YARD STREET, SUITE 325 | COLUMBUS, OHIO 43212 | PH (614) 764-0407 | FAX (614) 764-0237

© 2025 MA Design

DEFERRED DESIGN

AUTHORITIES

GENERAL NOTES CODE DATA SHEET INDEX SITE LOCATION MAP

DRAWING ISSUE DATES

1. INSULATING THE WALLS FROM EXTERIOR AND ROOF FROM INTERIOR SURFACES

a. ADD FURRING TO EXISTING EXTERIOR SIDING & SHEATHING, WEATHER BARRIER, FOIL FACED RIGID INSULATION

BOARD AND NEW BARN SIDING WITH BATTENS

b. TOWER WILL TRANSITION TO INSULATING INTERIOR WALLS WITHIN THE STUDS AND COVER WITH T&G PINE BOARDS

ADD NEW DEEPER ROOF RAFTERS AND STEEL PLATES TO EXISTING BEAMS FOR ADDITIONAL ROOF SUPPORT

c. INSULATE WITH FOAM BETWEEN ROOF RAFTERS FOR THE EXISTING ROOF AND ADD NEW T&G PINE BOARD CEILINGS

TO COVER INSULATION

2. REPLACE EXTERIOR WINDOWS WITH ENERGY EFFICIENT WINDOWS

3. INSULATE EXISTING BARN DOORS AT INTERIOR AND COVER WITH WOOD

4. ADD NEW EXTERIOR HOLIDAY LIGHTING STRANDS TO EXTERIOR FACE

5. REPLACE PEDESTAL SINKS WITH ANSI/ADA ACCESSIBLE COUNTERS AND SINKS

6. REPLACE LOWER LEVEL WARMING KITCHEN MILLWORK – ADD NEW ICE MACHINE

7. ADD MISSING ‘X’ BRACING TO THE UNDERSIDE OF THE EXISTING MAIN LEVEL FLOOR STRUCTURE TO DAMPEN FLOOR

VIBRATIONS

8. NEW FLOOR, WALL AND CEILING FINISHES THROUGHOUT INCLUDING NEW TOILET PARTITIONS (EXCEPTION WOULD BE

THE UPPER LEVEL FLOOR AND WALLS TO REMAIN AS IS TO KEEP BARN LOOK)

9. NEW LED LIGHTING THROUGHOUT AND LARGE CIRCULATING FANS

10. DIRECT REPLACEMENT OF OLDER HVAC FURNACES AND CONDENSERS WITH HIGH EFFICIENCY UNITS

11. NEW EMERGENCY/ EXIT SIGNS TO REPLACE OUTDATED FIXTURES

12. BID ALTERNATE TO ADD NEW UPPER LEVEL WARMING KITCHEN TO EXISTING STORAGE ROOM WITH NEW KITCHEN

EQUIPMENT AND PASS-THROUGH

FLOOR AND ROOF TRUSSES, EXTERIOR WALL FRAMING, STEEL STAIRS AND GUARDRAILS, BALCONY RAILINGS, FIRE

PROTECTION SYSTEM, FIRE ALARM SYSTEM, BUILDING AUTOMATION SYSTEM, EXTERIOR CLADDING SYSTEM, CURTAINWALL SYSTEM

ALTERNATE #001: NEW WARMING KITCHEN IN EXISTING STORAGE ROOM 101, EXCEPT BASE BID PLUMBING ROUGH-INS

ALTERNATE #002: HOLIDAY LIGHTING INCLUDING LIGHTING STRANDS, TRANSFORMERS, WIRING AND ALL CONNECTIONS

BACK TO THE MAIN POWER

BUILDING AUTHORITY:

CITY OF WESTERVILLE BUILDING DEPARTMENT

64 E. WALNUT STREET

WESTERVILLE, OHIO 43081

ALTERNATES

REV DATE DESCRIPTION

EVERAL BARN ALTERATIONS

60 N CLEVELAND AVE | WESTERVILLE, OH 43081 |

4.

E V

E R

A L

B A

R N

A L

T E

R A

T

IO

N S

P

E R

M

IT

S E

T

PROJECT NO. 2024.043

14 NOV 2025 PERMIT SET

1. THIS PROJECT HAS BEEN DESIGNED UTILIZING THE PROVISIONS OF THE FOLLOWING

CODES AND REGULATIONS:

ZONING: CITY OF WESTERVILLE, OHIO

BUILDING: OHIO BUILDING CODE (OEBC 301.3.1 Presciptive Compliance Method)

OHIO PLUMBING CODE (2024 EDITION)

OHIO MECHANICAL CODE (2024 EDITION)

OHIO EXISTING BUILDING CODE (2024 EDITION)

NATIONAL ELECTRICAL CODE (2023 EDITION, NFPA 70)

INTERNATIONAL ENERGY CONSERVATION CODE (2021 EDITION)

ASHRAE 90.1 (2019 EDITION)

O.B.C. CHAPTER 11 (2024 EDITION) & ANSI A117.1 (2017 EDITION)

A.D.A. ACCESSIBILITY GUIDELINES (2010 EDITION)

FAIR HOUSING ACT DESIGN GUIDELINES

INTERNATIONAL FUEL GAS CODE (IFCC - 2021 EDITION)

OHIO FIRE CODE (2024 EDITION)

NFPA 13 FIRE SUPRESSION (2022 EDITION)

NFPA 72 FIRE ALARM SYSTEMS (2022 EDITION)

THE DRAWINGS ARE INTENDED TO GRAPHICALLY DEPICT THE GENERAL REQUIREMENTS FOR

THE SCOPE OF WORK REQUIRED TO COMPLETE THE PROJECT. THEY DO NOT SHOW OR

IDENTIFY EACH AND EVERY COMPONENT, MATERIAL, ITEM OR INSTALLATION METHOD

NECESSARY TO MEET MANUFACTURERS OR REGULATORY REQUIREMENTS. SPECIFIC

REGULATORY COMPLIANCE ITEMS OR PROVISIONS ARE IDENTIFIED AND/OR REFERRED TO BY

INDICATION OF THE APPROPRIATE ASSEMBLY DESIGNATION OR GENERAL TERMINOLOGY. THE

CONTRACTOR(S) SHALL BE REQUIRED TO FAMILIARIZE THEMSELVES WITH THE APPLICABLE

CODE PROVISIONS, ASSEMBLY DESIGNATION OR MATERIAL IDENTIFIED AND SHALL COMPLETE

THE PROJECT IN COMPLIANCE WITH THE APPLICABLE REQUIREMENTS.

2. THE CONTRACTOR(S) SHALL BE SOLELY RESPONSIBLE FOR THE MEANS, METHODS,

SEQUENCING AND SAFETY REQUIREMENTS FOR THE PROJECT. EACH CONTRACTOR,

SUBCONTRACTOR, LABORER OR OTHER PERSONS PERFORMING WORK ON THE PROJECT SITE

SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE WORKPLACE &

CONSTRUCTION SAFETY REGULATIONS PROMULGATED BY FEDERAL, STATE OR LOCAL

AUTHORITIES, INCLUDING BUT NOT LIMITED TO, US DEPT. OF LABOR OCCUPATIONAL SAFETY &

HEALTH ACT (OSHA), THE INDUSTRIAL COMMISSION OF THE STATE OF OHIO OR OTHER

INDUSTRY REQUIREMENTS APPLICABLE TO CONSTRUCTION SITES AND SAFETY. THE GENERAL

CONTRACTOR/CONSTRUCTION MANAGER IS SOLELY RESPONSIBLE FOR ASSURING THAT SITE

SPECIFIC SAFETY REQUIREMENTS ARE DOCUMENTED AND DISSEMINATED TO ALL PARTIES AND

SHALL MAINTAIN ALL REQUIRED RECORDS, FORMS, MANUALS, RULES OR OTHER DOCUMENTS

AT THE SITE.

3. THE CONTRACTOR AND/OR THE APPLICABLE TRADE CONTRACTOR IS RESPONSIBLE FOR

THE LOCATION OF ALL UNDERGROUND UTILITIES, PUBLIC OR PRIVATE, IN THE AREAS OF WORK

PRIOR TO THE START OF WORK. ALL UTILITIES SHALL BE PROTECTED FROM DAMAGE DURING

THE COMPLETION OF THE PROJECT.

4. EACH SHEET CONTAINED IN THIS SET OF DRAWINGS IS AN INTEGRAL COMPONENT OF THE

CONSTRUCTION DOCUMENTS FOR THE PROJECT. PORTIONS OF THE WORK DESCRIBED ON

ONE SHEET MAY IMPACT, BE IMPACTED BY, OR RELY UPON INFORMATION OR WORK SHOWN ON

THE OTHER SHEETS WITHIN DRAWINGS OR WITHIN THE SPECIFICATIONS. EACH CONTRACTOR

SHALL FAMILIARIZE THEMSELVES WITH THE SCOPE OF WORK REQUIRED FOR THE ENTIRE

PROJECT AND SHALL BE RESPONSIBLE FOR COORDINATION OF THEIR RESPECTIVE PORTIONS

WITH OTHER TRADES TO ASSURE THAT THE WORK PROGRESSES IN AN ORDERLY AND TIMELY

FASHION.

5. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS

APPROVED BY THE AUTHORITIES HAVING JURISDICTION OVER THE PROJECT. EACH

CONTRACTOR, SUBCONTRACTOR OR OTHER PERSON PERFORMING WORK ON THE PROJECT

SHALL REFER TO THE APPROVED DOCUMENTS FOR THE SCOPE OF WORK REQUIRED. USE OF

BID SETS, LOOSE SHEETS OR OTHER ITEMS/DOCUMENTS NOT PART OF THE APPROVED

DOCUMENTS IS DONE AT THE RESPECTIVE PARTIES SOLE RISK. THE GENERAL

CONTRACTOR/CONSTRUCTION MANAGER SHALL BE RESPONSIBLE FOR MAINTENANCE AND

SAFEKEEPING OF THE APPROVED DOCUMENTS.

6. DO NOT SCALE DRAWINGS. IF ANY DISCREPANCY IS FOUND OR ANY INFORMATION OR

CLARIFICATION IS NEEDED WHICH CANNOT BE REASONABLY DETERMINED BY THE

CONSTRUCTION DOCUMENTS, CONTACT THE ARCHITECT FOR RESOLUTION. IN CASE OF

DISCREPANCY REGARDING THE QUANTITY OR QUALITY, THE HIGHER QUALITY OR GREATER

QUANTITY SHALL BE PROVIDED UNLESS DIRECTED OTHERWISE BY THE OWNER OR ARCHITECT.

7. ALL WORK DESCRIBED HEREIN IS DESIGNED AND INTENDED TO COMPLY WITH THE

PROVISIONS OF THE AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES ("ADAAG").

FOR RENOVATIONS THE WORK IS DESIGNED TO COMPLY WITH THE ADAAG TO THE MAXIMUM

EXTENT FEASIBLE WITH ALL ELEMENTS THAT CAN BE MADE ACCESSIBLE UNLESS TECHNICALLY

INFEASIBLE OR BEYOND APPLICABLE THRESHOLD REQUIREMENTS. THE CONTRACTOR SHALL

ENSURE THE WORK IS COMPLETED TO MEET THE APPLICABLE REQUIREMENTS AND SHALL

BECOME FAMILIAR WITH THE APPLICABLE PROVISIONS BEFORE COMPLETING THE WORK

DESCRIBED HEREIN.

8. REFER TO THE PROJECT MANUAL AND GENERAL CONDITIONS OF THE CONTRACT FOR

CONSTRUCTION FOR ADDITIONAL REQUIREMENTS FOR COMPLETION AND ADMINISTRATION OF

THE PROJECT.

BARRIER REQUIREMENTS PER 2603.5.2 PER SPECS

USING MATERIALS THAT MEET THE THERMAL

SPRAY FOAM INSULATION

ACCESSIBLE PARKING SPOTS REQUIRED: 5 - EXISTING

TOTAL PARKING SPACES: 97

ACCESSIBLE PARKING CALCULATIONS PER OBC 1106

EMERGENCY VOICE COMM SYSTEM: N

FIRE DETECTION SYSTEM ACTIVATION: MANUAL

FIRE ALARM SYSTEM PER OBC 907: Y / EXISTING

STANDPIPE SYSTEM PER OBC 905: Y / EXISTING

FULL FIRE SUPPRESSION PER OBC 903: Y / EXISTING / NFPA 13

FIRE SUPPRESSION AND MONITORING DATA

TOTAL AREA: GROUND & FIRST: 5,251 SF

MEZZANINE NA

FIRST FLOOR: NA

NEW AREA: GROUND FLOOR: NA

MEZZANINE 821 SF

FIRST FLOOR: 3,001 SF

EXISTING AREA: GROUND FLOOR: 2,250 SF

ALLOWABLE AREA: 18,000 SF

NUMBER OF STORIES: 2 STORIES ABOVE GRADE PLANE - EXISTING

BUILDING HEIGHT: 46 FEET (AVERAGE) ABOVE GRADE PLANE - EXISTING

CONSTRUCTION TYPE: TYPE 5B

SPECIAL PROVISIONS: EXISTING

ENERGY CODE COMPLIANCE PATH ASHRAE 90.1-2019

EXISTING BUILDING COMPLIANCE PATH: OEBC 301.3.1

SEPARATED USES/OCCUPANCIES: 1-HOUR ELEVATOR SHAFT AND MECHANICAL ROOM WALLS - EXISTING

MIXED USE: N

NEW CONSTRUCTON: N ALTERATION: Y ADDITION: N CHANGE OF USE: N

USE GROUP: A-3, S-1

OCCUPANCY: ASSEMBLY, STORAGE

5640 FRANTZ ROAD | DUBLIN, OHIO 43017 | PH (614) 766-0066 | FAX (614) 766-1223 |

STRUCT.JEZERINAC-GEERS & ASSOCIATES, INC. -

1291 WORTHINGTON WOODS BLVD | WORTHINGTON, OHIO 43085 | PH (614) 846-0800

MEPO'REILLY ENGINEERING GROUP -

brianb Stamp

A101

SIM

A

A

WALL SECTION IDENTIFICATION

DETAIL IDENTIFICATION

DOOR NUMBER IDENTIFICATION

ROOM NUMBER IDENTIFICATION

WINDOW IDENTIFICATION

PARTITION TYPE

EXISTING COLUMN LINE IDENTIFICATION

NEW COLUMN LINE IDENTIFICATION

ELEVATION TARGET

REVISED DRAWING AREA

REVISION NUMBER

DRAWING NUMBER LOCATION

A8.00

A

B

C

ELEVATION IDENTIFICATION

DRAWING NUMBER LOCATION

A

PLAN, ELEVATION, SECTION, & DETAIL

LEVEL

ELEVATION

A

A7.00

W6A

DRAWING NUMBER LOCATION

ASPHALT

PAVING

CONCRETE -

WALL

CONCRETE

PAVING

ROOF SHINGLES - WOOD,

ASPHALT

BRICK

CONCRETE MASONRY

UNIT - HOLLOW

INSULATION - BATT

BRICK & CONCRETE

MASONRY UNIT

CONCRETE MASONRY

UNIT - SOLID

ASPHALT W/

AGGR BASE

BRICK & CONCRETE

MASONRY UNIT

CONCRETE MASONRY

UNIT - SOLID

EARTH

SUBGRADE

AGGREGATE

BASE

CONCRETE

BRICK CONCRETE MASONRY UNIT -

HOLLOW

TOPSOIL

INSULATION -

BATT

INSULATION - RIGID

PLYWOOD, PARTICLE

BOARD

WOOD -

FINISH

WOOD - ROUGH

CONTINUOUS

WOOD - ROUGH

BLOCKING

BRICK

E.I.F.S., STUCCO

METAL PANEL

STONE, ASHLAR

COURSING

TILE

CONCRETE MASONRY

UNIT - RUNNING BOND

GLASS -

VISION

METAL ROOF

CONCRETE MASONRY

UNIT - STACK BOND

GLASS -

SPANDREL

SIDING - WOOD,

VINYL, ALUMINUM

STONE,

UNCOURSED

GYPSUM BOARD/SHEATHING

ROOF SHINGLES - WOOD,

ASPHALT

PLAN

SECTION/DETAIL

ELEVATION

TYPICAL NEW

INTERIOR WALL

CASED OPENING

RECESSED ITEM

PAIR WITH SIDE FRAME

DOUBLE ACTING

EXISTING TO REMAINEXISTING RELOCATED

DOUBLE EGRESS WITH SIDE FRAME

NEW DOOR (TYPICAL)

DOUBLE EGRESS

180° SWING

DUTCH

BORROWED LIGHT

TYPICAL EXG.

WALL TO REMAIN

TYPICAL EXG.

WALL TO BE DEMOLISHED

A A

A A

A

A

A

A

A

EXISTING WALL/DOOR

TO BE DEMOLISHED (TYPICAL)

DOOR & WALL

A

A

A

OPENING

KURT D.

BERES

0714295

KURT D. BERES #0714295

EXPIRATION DATE 12-31-2025

775 Yard Street, Suite 325

Columbus, OH 43212 p 614 764 0407 www.designwithma.com f 614 764 0237

PROJECT NUMBER:

DATE:

SHEET NUMBER:

REVISION:

STATUS:

SHEET NAME:

© 2025 MA Design

2024.043

14 NOV 2025

A0.01

SYMBOLS &

ABBREVIATIONS

E V

E R

A L

B A

R N

A L

T E

R A

T

IO

N S

N C

L E

V E

L A

N D

A V

E W

E S

T E

R V

IL

L

E , O

H

ABBREVIATIONS

DRAWING SYMBOLS

SYMBOLS

ABBREVIATIONS

& AND

ANGLE

@ AT

℄ CENTERLINE

Ø DIAMETER or ROUND

# POUND or NUMBER

ARCHITECTURAL STANDARDS DRAWING

THE ABBREVIATIONS, MATERIAL, INDICATIONS, DRAWING SYMBOLS AND DIMENSIONING METHODS SHOWN ON THIS DRAWING APPLY TO THE ARCHITECTURAL DRAWINGS ONLY.

REFER TO THE SITE SURVEY, SITE DEVELOPMENT, LANDSCAPING, STRUCTURAL, PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS FOR INFORMATION SPECIFIC TO THOSE DRAWINGS.

SEVERAL ABBREVIATIONS HAVE MORE THAN ONE MEANING. CONTACT THE ARCHITECT FOR CLARIFICATION IF THE NOTE CONTEXT DOES NOT CLEARLY INDICATE THE INTENDED USAGE.

ABBREVIATIONS ARE LISTED IN ALPHABETICAL ORDER, NOT THE WORDS THEY REPRESENT.

MATERIAL INDICATIONS

ABV ABOVE

A.B. ANCHOR BOLT

ACOUS ACOUSTICAL

A.C.T. ACOUSTICAL CEILING TILE

A.D. AREA DRAIN

ADJ ADJACENT

A.F.F. ABOVE FINISH FLOOR

ALUM ALUMINUM

ALT ALTERNATE

ANOD ANODIZED

A.P. ACCESS PANEL

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASPH ASPHALT

AUTO AUTOMATIC

AVE AVENUE

B/ BOTTOM OF

BD BOARD

B.F.F. BELOW FINISH FLOOR

BITUM BITUMINOUS

B.L. BORROWED LIGHT

BLDG BUILDING

BLKG BLOCKING

BN BULLNOSE

BOT BOTTOM

BP BID PACKAGE

BRDG BRIDGING

BRG BEARING

BR BRICK

BRK MTL BRAKE METAL

BED BEDROOM

BSMT BASEMENT

B.W. BOTH WAYS

C/L CENTERLINE

CAB CABINET

C.B. CATCH BASIN

C.C.M. CAST CONCRETE MASONRY

C.C.T. CUBICLE CURTAIN TRACK

CEM CEMENT

C.F.C.I. CONTRACTOR FURNISHED /

CONTRACTOR INSTALLED

C.F.M.F. COLD-FORMED METAL FRAMING

C.G. CORNER GUARD

C.H. COAT HOOK

C.I.P. CAST IN PLACE

C.J. CONTROL JOINT

CKTP COOKTOP

CL CLOSET

CLG CEILING

CLKG CAULKING

CLR CLEAR

C.M. CONSTRUCTION MANAGER

C.M.A.R. CONSTRUCTION MANAGER AT RISK

C.M.U . CONCRETE MASONRY UNIT

CNTR COUNTER

C.O. CLEAN OUT

COL COLUMN

COMP COMPACT (ED)

CONC CONCRETE

CONF CONFERENCE

CONN CONNECT

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

CORR CORRIDOR

CPD CARPET PAD

CPT CARPET

CRS COURSE

CTOP COUNTERTOP

CTR CENTER

CTSK COUNTERSUNK or COUNTERSINK

DBL DOUBLE

D. BR DECORATIVE BRICK

DEMO DEMOLISH or DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISP DISPENSER

DK DARK

DN DOWN

D.O. DOOR OPENING

DP DEEP

DR DOOR

DS DOWNSPOUT

DW DISHWASHER

DWG DRAWING

E EAST

EA EACH

E.C. ELECTRICAL CONTRACTOR

E.F.S. EXTERIOR FINISH SYSTEM

E.I.F.S. EXTERIOR INSULATION & FINISH

SYSTEM

E.J. EXPANSION JOINT

EL ELEVATION (vertical height)

ELEC ELECTRICAL

ELEV ELEVATION (view) or ELEVATOR

EMER EMERGENCY

E.P. ELECTRIC PANEL

EQ EQUAL

EQUIP EQUIPMENT

E.W. EACH WAY

E.W.C. ELECTRIC WATER COOLER

EXH EXHAUST

EXG EXISTING

EXP EXPOSED

EXT EXTERIOR

F/ FACE OF

F.A. FIRE ALARM

FAB FABRICATE

F.D. FLOOR DRAIN

F.D.C. FIRE DEPARTMENT CONNECTION

FDN FOUNDATION

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER CABINET

F.H. FIRE HYDRANT

F.H.C. FIRE HOSE CABINET

FIN FINISH

FLR FLOOR

FLSH FLASH

FLSHG FLASHING

FLUOR FLUORESCENT

F.P. FIRE PROTECTION

F.R. FIRE RATED

F.R.P. FIBERGLASS REINFORCED PLASTIC

FRPF FIREPROOF

F.R.T. FIRE RETARDANT TREATED

F.R.T.W. FIRE RETARDANT TREATED WOOD

FT FOOT or FEET

FTG FOOTING

FUR FURRING

FURN FURNITURE

FUT FUTURE

F.V. FIELD VERIFY

F.W.T. FABRIC WALL COVERING

GA GAUGE

GALV GALVANIZED

G.B. GRAB BAR

G.C. GENERAL CONTRACTOR

G.F.R.C. GLASS FIBER REINFORCED CONCRETE

G.F.R.G. GLASS FIBER REINFORCED GYPSUM

GL GLASS

GND GROUND

GR GRADE

GYP GYPSUM

G.W.B. GYPSUM WALL BOARD

H HIGH (vertical length)

H.B. HOSE BIBB

H.C. HOLLOW CORE

H.D. HEAVY DUTY

HDWD HARDWOOD

HDWR HARDWARE

H.M. HOLLOW METAL

HORIZ HORIZONTAL

HR HANDRAIL or HOUR

H.S.S. HOLLOW STRUCTURAL SHAPE

HT HEIGHT

I.D. INSIDE DIAMETER

INSUL INSULATION

INT INTERIOR

JAN JANITOR

JST JOIST

JT JOINT

KTN KITCHEN

K.D. KNOCK DOWN

K.O.P. KNOCK OUT PANEL

L LENGTH

LAB LABORATORY

LAM LAMINATE

LAV LAVATORY

LG LONG or LARGE

LH LEFT HAND

LIN LINEAL

LKR LOCKER

L.L.H. LONG LEG HORIZONTAL

L.L.V. LONG LEG VERTICAL

LND LAUNDRY

L.V.L. LAMINATED VENEER LUMBER

LVR LOUVER

L.V.T. LUXURY VINYL TILE

LT LIGHT

M MENS

MATL MATERIAL

MAX MAXIMUM

M.C. MECHANICAL CONTRACTOR

M.D.F. MEDIUM DENSITY FIBERBOARD

M.D.O. MEDIUM DENSITY OVERLAY

ME MEDICAL EQUIPMENT

MECH MECHANICAL

MED MEDIUM OR MEDICAL

MEMB MEMBRANE

MEZZ MEZZANINE

MFR MANUFACTURER

MIN MINIMUM or MINUTE

MIR MIRROR

MISC MISCELLANEOUS

MK MARKER

M.O. MASONRY OPENING

MTD MOUNTED

MTG MOUNTING

MTL METAL

MUL MULLION

MWK MILLWORK

N NORTH

N.A. NOT APPLICABLE

N.C. NURSE CALL

NEG NEGATIVE

N.I.C. NOT IN CONTRACT

NOM NOMINAL

N.T.S. NOT TO SCALE

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

OFF OFFICE

OH OVERHEAD

OPNG OPENING

OPP OPPOSITE

O.S.B. ORIENTED STRAND BOARD

PART PARTITION

PB PARTICLEBOARD

PC PRECAST

P.C. PLUMBING CONTRACTOR

P.E.M.B. PRE-ENGINEERED METAL BUILDING

PERF PERFORATED

PERP PERPENDICULAR

PL PLATE

P.L. or ⅊ PROPERTY LINE

P.LAM PLASTIC LAMINATE

PLMG PLUMBING

PLYWD PLYWOOD

POLY POLYURETHANE

POS POSITIVE

P.P. PUSH PLATE

PR PAIR

PREENG PRE-ENGINEERED

PREFAB PREFABRICATED

PREFIN PREFINISHED

PT PAINT

P.T. PRESERVATIVE TREATED

PTD PAINTED

P.T.S. PNEUMATIC TUBE STATION

P.V.C. POLYVINYL CHLORIDE

QTZ QUARTZ

R RISER

R- RESISTANCE (insulation)

RAD RADIUS

R.B. RESILIENT BASE

R.C.P. REFLECTED CEILING PLAN

RCPT RECEPTACLE

R.D. ROOF DRAIN

RECT RECTANGULAR

RECPT RECEPTIONIST

REINF REINFORCED or REINFORCING

REM REMOVE

REQ REQUIRED

RES RESILIENT

REF REFRIGERATOR

REV REVISION

RH RIGHT-HAND

RM ROOM

R.O. ROUGH OPENING

R.O.W. RIGHT OF WAY

R.S.F. RESILIENT SHEET FLOORING

RSN RESINOUS FLOORING

R.T.F. RESILIENT TILE FLOORING

S SOUTH

SAN SANITARY

S.C. SOLID CORE

S. CONC SEALED CONCRETE

SCH SCHEDULE

S.D.T. STATIC DISSIPATIVE TILE

SECT SECTION

S.F. SQUARE FOOT

S.G. SAFETY GLAZING

SHR SHOWER

SHT SHEET

SHTG SHEATHING

SIM SIMILAR

S.N. STAIR NOSING

SP SPACE

SPEC SPECIFICATION

SPKR SPEAKER

S. PR SPECIAL PRODUCT

SPRNK SPRINKLER

SQ SQUARE

S.S. STAINLESS STEEL

S.S.M. SOLID SURFACE MATERIAL

STD STANDARD

STL STEEL

STM STORM

STO STONE

STN STAINED

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

S.W.B. SECONDARY WATER-RESISTIVE

BARRIER

S.Y. SQUARE YARD

SYM SYMMETRICAL

SYS SYSTEM

T TEMPERED

#T TREAD

T/ TOP OF

T&B TOP AND BOTTOM

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFMR TRANSFORMER

T&G TONGUE AND GROOVE

THK THICK

THRU THROUGH

TK TACK

TLT TOILET

T.S. TRANSITION STRIP

TYP TYPICAL

UG UNDERGROUND

U.L. UNDERWRITERS LABORATORIES INC

UNFIN UNFINISHED

UNI UNISEX

U.N.O. UNLESS NOTED OTHERWISE

UR URINAL

UTIL UTILITY

V.B. VAPOR BARRIER

V.C.T. VINYL COMPOSITION TILE

VEND VENDING

VERT VERTICAL

VEST VESTIBULE

V.I.F. VERIFY IN FIELD

V.R. VAPOR RETARDER

V.W.C. VINYL WALL COVERING

W WIDTH, WEST, WATER, or WIDE FLANGE

W/ WITH

WC WALLCOVERING

W.C. WATER CLOSET

WD WOOD

WD B. WOOD BASE

WF WIDE FLANGE

WH WHITE

W.M.P. WIRE MESH PARTITION

W/O WITHOUT

WP WATERPROOF

W.R. WATER RESISTANT

W.R.B. WATER-RESISTIVE BARRIER

WT WEIGHT

W.W.F. WELDED WIRE FABRIC

YD YARD

Y.D. YARD DRAIN

1 06/25/23 OWNER CHANGES

brianb Rectangle brianb Rectangle brianb Rectangle

RATED STUD WALL PENETRATION TEST DESIGNATION

SCHEDULE

RATED MASONRY WALL PENETRATION TEST DESIGNATION

SCHEDULE

PENETRATION TYPE SCHEDULE

NOTES:

1. TESTS NOTED ARE FOR SINGLE ITEM PENETRATIONS. ALL TEST DESIGNATIONS ARE UNDERWRITERS

LABORATORIES (UL) UNLESS NOTED OTHERWISE.

2. FOR PENETRATIONS OTHER THAN THOSE LISTED REFER TO DWG LOCATION OF PENETRATION OR CURRENT

UNDERWRITERS LABORATORY FIRE RESISTANCE DIRECTORY FOR PENETRATION TEST.

TYPE OF SINGLE ITEM PENETRATION

1 HR ASSEMBLY

"F"

RATING 1 HR

2 HR ASSEMBLY "F"

RATING 2 HR

METALLIC CONDUIT

4"Ø OR SMALLER EMT CONDUIT

6"Ø OR SMALLER STEEL CONDUIT

WL1091

WL1091

WL1091

WL1091

NON-METALLIC CONDUIT

2"Ø OR SMALLER SCH 40 PVC WL2038 WL2038

METALLIC PIPE/COPPER PIPE/TUBE

6"Ø OR SMALLER TYPE L OR HEAVIER TUBING

6"Ø OR SMALLER REGULAR OR HEAVIER PIPE

WL1091

WL1091

WL1091

WL1091

NON-METALLIC PIPE/TUBE (IBC 713.4.1.1.2)

2"Ø OR SMALLER SCH 40 PVC/CPVC

4"Ø OR SMALLER SCH 40 PVC/CPVC

WL2003

WL2014

WL2003

WL2014

CABLE/WIRE W/ NON-COMB JACKETS/INSUL

MAX 4 COPPER CONDUCTOR NO 2 AWG OR SMALLER

ALUM OR STEEL ARMORED/MTL CLAD CABLE

WL3015 WL3015

NON-COMBUSTIBLE PIPES/TUBES/VENTS

6"Ø (MAX) TYPE L (OR HEAVIER) COPPER TUBE

6"Ø (MAX) REGULAR (OR HEAVIER) COPPER PIPE

24"Ø (MAX) SCH 10 (OR HEAVIER) STEEL PIPE

24"Ø (MAX) CAST OR DUCTILE IRON PIPE

WL1091

WL1091

WL1091

WL1091

WL1091

WL1091

WL1091

WL1091

CABLE/WIRE W/ COMB JACKETS/INSUL

MAX NO 10 AWG COPPER MULTI CONDUCTOR (NM) CABLE W/ PVC INSUL

MAX 150 PAIR NO 24 AWG COPPER TELEPHONE CABLE W/ PVC INSUL

WL3001

WL3001

WL3001

WL3001

COMBUSTIBLE PIPES/TUBES/VENTS

2"Ø (MAX) SCH 40 PVC/CPVC (DWV) PIPING

4"Ø (MAX) SCH 40 PVC/ABS/FRPP

8" OR 10"Ø SCH 40 PVC (DWV) PIPING

WL2003

WL2005

WL2003

WL2005

NOTES

1. TESTS NOTED ARE FOR SINGLE ITEM PENETRATIONS. ALL TEST DESIGNATIONS ARE UNDERWRITERS

LABORATORIES (UL) UNLESS NOTED OTHERWISE

2. FOR PENETRATIONS OTHER THAN THOSE LISTED REFER TO DWG LOCATION OF PENETRATION OR CURRENT

UNDERWRITERS LABORATORY FIRE RESISTANCE DIRECTORY FOR PENETRATION TEST.

TYPE OF SINGLE ITEM PENETRATION

1 HR ASSEMBLY "F"

RATING 1 HR

2 HR ASSEMBLY "F"

RATING 2 HR

WJ1032 WJ1032

WJ2002 WJ2002

WJ1032 WJ1032

WJ2015 WJ2015

CABLE/WIRE W/ NON-COMB JACKETS/INSUL

MAX 12 COPPER CONDUCTOR NO 12 AWG OR SMALLER

W/ TVL INSUL & FLAMTROL JACKET

WJ3015 WJ3015

WJ1032 WJ1032

WJ3013 WJ3013

COMBUSTIBLE PIPES/TUBES/VENTS

4"∅ (MAX) SCH 40 PVC/CPVC (DWV) PIPING

4"∅ (MAX) SCH 40 PVC/ABS/FRPP

8" OR 10"∅ SCH 40 PVC (DWV) PIPING

WJ2012 WJ2012

PENETRATION TYPE

LOCATION

ASSEMBLY

PENETRATION TEST

STEEL PIPE 4"Ø OR SMALLER SCH 5 OR HEAVIER

IRON PIPE 4"Ø OR SMALLER CAST OR DUCTILE

CONDUIT 4"Ø OR SMALLER STL EMT OR STL CONDUIT

COPPER TUBE 4"Ø OR SMALLER TYPE L OR HEAVIER

L524 SYS #13

G514

F-C-1010

C-AJ-1338

PVC PIPE 4"Ø OR SMALLER SCH 40 SOLID OR HEAVIER SOLID CORE (DWV)

RIGID NON-METALLIC CONDUIT 4"Ø OR SMALLER SCH 40

CPVC PIPE 4"Ø OR SMALLER SDR 17 (DWV)

WIRE/CABLE

L524 SYS #13

G514

L524 SYS #13

G514

F-C-2032

C-AJ-2002

F-C-3013

BATHTUB L524 SYS #13 F-C-2036

WATER CLOSET

L524 SYS #13

G514

F-C-2037

F-A-2075

FLOOR DRAIN

L524 SYS #13

G514

F-A-2037

F-A-2056

PARTITION NOTES

INTERIOR PARTITION TYPES SCHEDULE

NOTE: ALL TYPES MAY NOT BE USED ON THIS PROJECT, REFER TO PLAN FOR SPECIFIC TYPES USED

A. UNLESS NOTED OTHERWISE, ALL DIMENSIONS ARE "ROUGH" DIMENSIONS TO FACE OF STUD OR FACE

OF CONCRETE BLOCK AND DO NOT INCLUDE SUBSEQUENTLY APPLIED GYPSUM BOARD OR FINISH

MATERIAL THICKNESSES.

B. DIMENSIONS NOTED AS "(FIN)" ARE FINISH DIMENSIONS THAT DO INCLUDE SUBSEQUENTLY APPLIED

FINISH MATERIAL THICKNESSES.

C. DIMENSIONS NOTED AS "(FIELD VERIFY)" SHALL BE CHECKED AT THE SITE BY THE CONTRACTOR AND

REVIEWED BY THE ARCHITECT PRIOR TO THEIR INCORPORATION INTO THE WORK.

D. DIMENSIONS NOTED AS "(HOLD)" SHALL BE MAINTAINED WITHOUT VARIANCE.

E. DIMENSIONS NOTED AS "(N.T.S.)" ARE GREATER OR LESS THAN THE PHYSICAL RELATIONSHIP SHOWN.

F. DIMENSIONED WALL THICKNESSES ARE ACTUAL THICKNESSES UNLESS NOTED OTHERWISE. NOMINAL

DIMENSIONS ARE USED TO DESCRIBE MATERIALS SUCH AS CONCRETE BLOCK, BRICK, AND WOOD

FRAMING.

DIMENSIONING METHOD

1. ALL PARTITIONS NOT OTHERWISE DESIGNATED WILL BE TYPE NA.

2. REFER TO FLOOR PLANS FOR SMOKE PARTITION & FIRE

SEPARATION WALL LOCATIONS.

3. PIPES, CABLE TRAYS, CONDUITS, ETC. WHEN PASS THRU A RATED

ASSEMBLY SHALL BE PROVIDED WITH APPROPRIATE THRU

PENETRATION RATED PROTECTION IN ACCORDANCE W/

UNDERWRITERS APPROVED SYSTEMS & PENETRATION

SCHEDULES PROVIDED HEREIN.

4. WHERE PARTITIONS OF VARIOUS THICKNESSES MEET OR WHERE

NEW WORK ADJOINS EXISTING CONSTRUCTION, A FLUSH SURFACE

SHALL BE PROVIDED ON THE SIDE WHERE FACES ARE STRAIGHT &

CONTINUOUS.

5. PARTITION TYPES INDICATED ON PLAN INDICATE THAT THE

PARTITION TYPE SHALL RUN CONTINUOUS TO CORNER, EXTERIOR

6. WALL, OR INTERSECTING PARTITION UNLESS NOTED OTHERWISE.

PARTITION TYPES REQUIRED TO BE RATED SHALL BE

CONSTRUCTED IN ACCORDANCE W/ THE LISTED TESTING AGENCY

ASSEMBLY INDICATED (UL = UNDERWRITERS LABORATORIES) ALL

OTHER PARTITIONS SHALL BE CONSTRUCTED PER THE

SPECIFICATIONS OR GENERALLY ACCEPTED CONSTRUCTION

PRACTICES.

7. ALL LOCATIONS TO RECEIVE TILE SHALL HAVE CEMENT

BACKER BOARD SUBSTITUTED FOR DRYWALL.

8. WALL AT WET LOCATIONS WHICH ARE NOT RECEIVING TILE

SHALL HAVE MOISTURE AND MOLD RESISTANT DRYWALL FOR 4'

EACH SIDE AND ABOVE WET LOCATION.

9. U.N.O. SOUND BATTS SHALL BE 3 1/2" AND SHALL BE FROM THE

FLOOR TO 6" ABV THE CLG.

10. FIRE-RATED PLAN SYMBOLS: NA

1 HR

2 HR

3 HR

4 HR

CABLE/WIRE W/ COMB JACKETS/INSUL

MAX NO 10 AWG COPPER MULTI CONDUCTOR (NM) CABLE W/ PVC INSUL

MAX 100 PAIR NO 24 AWG COPPER TELEPHONE CABLE W/ PVC INSUL

NON-COMBUSTIBLE PIPES/TUBES/VENTS

6"Ø (MAX) TYPE L (OR HEAVIER) COPPER TUBE

6"Ø (MAX) REGULAR (OR HEAVIER) COPPER PIPE

24"Ø (MAX) SCH 10 (OR HEAVIER) STEEL PIPE

24"Ø (MAX) CAST OR DUCTILE IRON PIPE

NON-METALLIC PIPE/TUBE (IBC 713.4.1.1.2)

2"Ø OR SMALLER SCH 40 PVC/CPVC

4"Ø OR SMALLER SCH 40 PVC/CPVC

METALLIC PIPE/COPPER PIPE/TUBE

6"Ø OR SMALLER TYPE L OR HEAVIER TUBING

6"Ø OR SMALLER REGULAR OR HEAVIER PIPE

NON-METALLIC CONDUIT

2"Ø OR SMALLER SCH 40 PVC

METALLIC CONDUIT

4"Ø OR SMALLER EMT CONDUIT

6"Ø OR SMALLER STEEL CONDUIT

INTERIOR PARTITIONS LEGEND

S3A

S = CORE MATERIAL IDENTIFIER

3 = CORE MATERIAL THICKNESS

A = WALL DETAIL MODIFIER

CORE MATERIAL THICKNESS

CONCRETE*

4 = 4" CONCRETE

6 = 6" CONCRETE

8 = 8" CONCRETE

12 = 12" CONCRETE

MASONRY *

4 = 4" NOMINAL C.M.U.

8 = 8" NOMINAL C.M.U.

6 = 6" NOMINAL C.M.U.

12 = 12" NOMINAL C.M.U.

* VERIFY ALL SIZES AND STUD SPACING W/

STRUCTURAL DRAWINGS

CORE MATERIAL INDENTIFIERS

C = CONCRETE

M = MASONRY

S = STEEL

W = WOOD

STEEL*

0 = 7/8" HAT CHANNEL

1 = 1 1/2" OR 1 5/8" STUD

2 = 2 1/2" STUD

3 = 3 5/8" STUD

4 = 4" STUD

6 = 6" STUD

8 = 8" STUD

WOOD*

1 = FURRING (SEE SPECS)

2 = 2x2 STUD

4 = 2x4 STUD

6 = 2x6 STUD

8 = 2x8 STUD

WALL DETAIL MODIFIER

A. ONE SIDED GYP BD - FULL HEIGHT TO B.O. EX CEILING

B. ONE SIDED GYP BD - PARTIAL HEIGHT WALL

C. ONE SIDED GYP BD - STUDS FULL HEIGHT, GYP BD TO 6" ABV CEILING

D. ONE SIDED GYP BD - STUDS AND GYP BD TO 6" ABV CEILING

E. TWO SIDED GYP BD - FULL HEIGHT TO B.O. STRUCTURAL DECK

F. TWO SIDED GYP BD - PARTIAL HEIGHT WALL

G. TWO SIDED GYP BD - STUDS FULL HEIGHT, GYP TO 6" ABV CEILING

H. TWO SIDED GYP BD - STUDS FULL HEIGHT, SIDE 1 GYP BD TO 6" ABV CEILING, SIDE 2 GYP FULL HEIGHT

I. NOT USED

J. TWO SIDED GYP BD - STUDS AND GYP BD TO 6" ABV CEILING

K. FULL HEIGHT TO B.O. STRUCTURAL DECK

L. FULL HEIGHT TO B.O. FIRE RATED ASSEMBLY - 1 HOUR RATED

M. FULL HEIGHT TO B.O. FIRE RATED ASSEMBLY - 2 HOUR RATED

N. FULL HEIGHT TO B.O. FIRE RATED ASSEMBLY - 3 HOUR RATED

O. NOT USED

P. SHAFT WALL - 1 HOUR RATED

Q. SHAFT WALL - 2 HOUR RATED

R. SHAFT WALL - 3 HOUR RATED

S. BEARING WALL - 1 HOUR FIRE PROTECTION

T. BEARING WALL - 2 HOUR FIRE PROTECTION

U. BLANK

V. BLANK

W. BLANK

X. BLANK

Y. BLANK

Z. BLANK

CONTINUE GYP. BD BEHIND

STUD - PROVIDE PROPER

PENETRATION PROTECTION

AT PENETRATIONS OF

WIRE, CONDUIT, ETC AT

THIS AREA.

PARTITION FRAMING @ DOOR OPENING

ELECTRICAL OUTLET BOXES @ FIRE

SEPARATION WALLS, & FIREWALLS

24" MIN BETWEEN BOXES

RATED / NON-RATED WALL INTERSECTIONS

RATED WALL ASSEMBLY

(2 HR SHOWN)

CONTINUE GYP. BD BEHIND

STUD - PROVIDE PROPER

PENETRATION PROTECTION

AT PENETRATIONS OF

WIRE, CONDUIT, ETC AT

THIS AREA. NON RATED WALL

ASSEMBLY

NON RATED WALL

ASSEMBLY

FLOOR LINE

(2) 2x WOOD STUD TOP PLATE

2x WOOD STUD

HEADER

DOOR

OPENING

MAX

16"

2x WOOD KING STUD

FULL HEIGHT TO TOP

PLATE

MAX

2x WOOD STUDS

FLOOR TO

TOP PLATE

16"

STRUCTURE

LINE

DOOR

FRAME

2x WOOD JACK

STUDS

SEE FLOOR PLAN FOR WALL TYPE

BLOCKING AS NEEDED

FIRESEALANT @ PERIMETER

OF BOX (TYP)

MAX SIZE IS 16 SQ. INCHES

FOR STEEL ELECTRICAL BOXES

WITH A MAX OF 100 SQ. INCHES

IN 100 SF. OF WALL AREA

RATED WALL ASSEMBLY

(1 HR SHOWN)

FLOOR/ROOF STRUCTURE (ABOVE)

MAX

16"

STUD WALL W/ PLYWOOD AND CRASH RAIL

4'-0" AFF

TOP OF PLYWOOD

CORRIDOR SIDE

5/8" GYP BD, SEE

SCHEDULE FOR FIRE

RATING

1X RAIL - SEE FINISH SCHEDULE

FIBER CEMENT PANEL OVER 5/8"

GYPSUM BOARD - SEE FINISH

SCHEDULE. INSTALL PANEL PER

MFR'S RECOMMENDATIONS

1X BASE, PAINTED - SEE

FINISH SCHEDULE

BLOCKING AS REQUIRED

GYP. BD. CONTROL JOINT5

ZINC GYP. BD.

CONTROL JOINT

SEE WALL PARTITION

SCHEDULE AND FLOOR PLANS

FOR WALL ASSEMBLY

MAX

1/2"

FILL CAVITY W/ MINERAL

WOOL INSULATION

30'-0" 30'-0"

NOTE: ALL CONTROL JOINTS TO BE INSTALLED PER ASTM C 840

ALTERNATIVE RATED / NON-RATED WALL INTERSECTIONS

5/8" DRYWALL TO END STUD,

FULL HEIGHT TO MAINTAIN FIRE

RATING

RESILIENT CHANNEL

5/8" DRYWALL

5/8" DRYWALL

2x4 INTERIOR WALL

FRAMING

INTERIOR

PARTITION

KURT D.

BERES

0714295

KURT D. BERES #0714295

EXPIRATION DATE 12-31-2025

775 Yard Street, Suite 325

Columbus, OH 43212 p 614 764 0407 www.designwithma.com f 614 764 0237

PROJECT NUMBER:

DATE:

SHEET NUMBER:

REVISION:

STATUS:

SHEET NAME:

© 2025 MA Design

2024.043

14 NOV 2025

A0.02

INTERIOR PARTITION

SCHEDULE

E V

E R

A L

B A

R N

A L

T E

R A

T

IO

N S

N C

L E

V E

L A

N D

A V

E W

E S

T E

R V

IL

L

E , O

H

WALL CONSTRUCTION

TERMINATION UL ASSEMBLY FIRE RATING STC RATING COMMENTSDESIGNATION SIDE 1 CORE SIDE 2

W8A 5/8" GYP BD 2x8 WOOD STUDS NOTE A NONE NONE NONE BATT INSULATION building blocks reach ranges accessible showers and bathing facilities

CIRCULAR TURNING SPACE

NOTE: THE TURNING SPACE SHALL BE

PERMITTED TO INCLUDE KNEE AND TOE

CLEARANCES IN THE SHADED AREA ONLY

'T'-SHAPED TURNING SPACE - OPTION 1

NOTE: THE TURNING SPACE SHALL BE

PERMITTED TO INCLUDE KNEE AND TOE

CLEARANCES AT ONE OF THE TWO SHADED AREAS

KNEE AND TOE CLEARANCES

NOTE: CLEAR FLOOR WIDTH AT KNEE AND TOE

CLEARANCE SPACE SHALL BE 2'-8" MINIMUM.

REDUCED VERTICAL CLEARANCE

NOTE: WHERE VERTICAL CLEARANCE IS LESS THAN 6'-8" A.F.F. AND EXTENDS

BEYOND 4" FROM THE SIDE WALL, A BARRIER MUST BE PROVIDED. THE LEADING

EDGE OF SUCH BARRIER SHALL BE 2'-3" MAXIMUM A.F.F. AND BE LESS THAN 4"

FROM THE POINT OVERHEAD WHERE THE OBSTRUCTION BEGINS

CARPET EDGES

NOTE: EXPOSED EDGES OF CARPET SHALL HAVE

TRIM ALONG THE ENTIRE EDGE OF THE ENTIRE

LENGTH OF THE EXPOSED EDGE

CARPET SHALL BE SECURELY ATTACHED, IF

CUSHIONED IT SHALL BE FIRM, AND THE PILE

SHALL BE 1/2" MAXIMUM IN HEIGHT

VERTICAL CHANGE IN LEVEL

RAMPED CHANGE IN LEVELBEVELED CHANGE IN LEVEL

SIGN

TEXT

SIGNAGE HEIGHT

ALL CHARACTERS MUST BE HIGH CONTRAST, TACTILE

CHARACTERS SHALL BE RAISED 1/32" MIN ABOVE THEIR

BACKGROUND. SIGN MATERIALS SHALL NOT PRODUCE

GLARE AND LETTERING SHOULD BE HIGH-CONTRAST

ACCESSIBLE BATHTUBS

CONTROL WALL

SHOWER SEATS SHALL BE 17" MINIMUM

AND 19" MAXIMUM ABOVE FINISHED FLOOR.

REMOVABLE, IN-TUB SEATS SHALL BE

CAPABLE OF SECURE PLACEMENT

CONTROL (FOOT) WALL BACK WALLHEAD WALL W/

REMOVABLE SEAT

THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR SHALL BE 1 1/4" TO 1 1/2"

OUTSIDE DIAMETER, OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. IF

HANDRAILS OR GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1 1/2". TUB FAUCET CONTROLS SHALL BE IN THE LOCATION SHOWN. A

SHOWER SPRAY UNIT WITH A HOSE AT LEAST 60" LONG THAT CAN BE USED AS BOTH A FIXED SHOWER

HEAD AND AS A HAND-HELD SHOWER SHALL BE PROVIDED.

H E

A D

W A

LL

H E

A D

W A

LL

T U

B W

F

IX

E

D S

E A

T

B A

C K

W A

LL

B A

C K

W A

LL

CONTROL

LOCATION

ADJUSTABLE

HANDSHOWER

W/ 60" MIN HOSE

ACCESSIBLE TRANSFER SHOWER

w/ FOLD-DOWN SEAT

ACCESSIBLE ROLL-IN SHOWER w/

FOLD DOWN SEAT

A LAVATORY WITH KNEE & TOE CLEARANCES

ARE PERMITTED ON THE CONTROL END OF

THE SHOWER. SHOWER DIMENSIONS ARE

MEASURED FROM THE INSIDE FACE OF THE

FINISHED SHOWER WALL.

CHANGES IN LEVEL

NOTE: DIAGRAMS ARE NOT TO SCALE

DRINKING FOUNTAIN

A CLEAR FLOOR SPACE MUST BE

PROVIDED FOR THE LOW

DRINKING FOUNTAIN WITH KNEE AND TOE

CLEARANCES. BOTH HIGH AND LOW

SHALL NOT PROJECT BEYOND THE

SURROUNDING WALL MORE THAN 3-1/2".

WATER STREAM SHALL EXTEND 4" ABOVE

SPOUT OUTLET

NOTE: THESE DIAGRAMS ARE BASED

ON THE AMERICANS WITH DISABILITIES

ACT ACCESSIBLE GUIDELINES, 2010

EDITION AS WELL AS ANSI A117.1-2017

FOR NEW COMMERCIAL BUILDINGS.

NOT ALL CONDITIONS SHOWN MAY

EXIST IN THE PROJECT. CONTRACTOR

SHALL REVIEW ALL DIAGRAMS PRIOR

TO LAYOUT AND VERIFY ALL CLEAR

AREAS, MOUNTING HEIGHTS, AND

OTHER CLEARANCES AS SHOWN ARE

PROVIDED. MATERIALS, PRODUCTS

AND SIZES OF FIXTURES AND

EQUIPMENT SHOWN MAY NOT

REFLECT THE ACTUAL PRODUCTS OR

MATERIALS SPECIFIED IN THE

ARCHITECTURAL DRAWINGS. REFER

TO THE ACTUAL PRODUCT SPECIFIED

OR PROVIDED FOR VERIFICATION.

2'

"M

IN

9" M

IN

8" MIN

11" MIN 6" MAX

2'-1" MAX

1' - 5" MIN

THRESHOLDS FOR TRANSFER SHOWERS SHALL BE

1/2" MAX HIGH AND BEVELED OR ROUNDED. SHOWER

SEAT SHALL BE 17"-19" A.F.F. , 15" MIN WIDE, AND

THE FULL DEPTH OF THE SHOWER STALL.

1/ 4"

M A

X 1/

4" M

A X

1/ 4"

M A

X

1/ 2"

M A

X 1/

4" M

IN

T A

C T

IL

E

C H

A R

A C

T E

R S

4'

1"

M A

X F

O R

4'

M

IN

F O

R T

A C

T

IL

E S

IG

N

S

3'

F O

R V

IS

U

A L

C H

A R

A C

T E

R S

4'

1"

M A

X

4'

M

IN

2" M

A X

5/ 8"

M

IN

N.T.S.

N.T.S.

M A

X ø 5' - 9" MINIMUM

5' - 10" MINIMUM

3'

M

IN

5'

M

IN

IM

U

M

MIN

1' - 4" 3' - 2" MIN

MIN

1' - 4"

8 1/2" 8 1/2"

1/

2"

2'

M

IN

'T'-SHAPED TURNING SPACE - OPTION 2

NOTE: THE TURNING SPACE SHALL BE

PERMITTED TO INCLUDE KNEE AND TOE

CLEARANCES AT ONE OF THE TWO SHADED AREAS

5' - 6" MINIMUM

3'

M

IN

1'

1"

M

IN 5'

M

IN

IM

U M

MIN

11 1/2" 3' - 7" MIN

MIN

11 1/2"

'T'-SHAPED TURNING SPACE - OPTION 3

NOTE: THE TURNING SPACE SHALL BE

PERMITTED TO INCLUDE KNEE AND TOE

CLEARANCES AT ONE OF THE TWO SHADED AREAS

5' - 6" MINIMUM

3'

M

IN

1'

M

IN

5'

M

IN

IM

U

M

MIN

1' - 0 1/2"

3' - 5" MIN MIN

1' - 0 1/2"

PARALLEL APPROACH

F O

R W

A R

D A

P P

R O

A C

H

2'

(3 2"

M

IN

4' - 6" (54") MINIMUM

LIMITS OF PROTRUDING OBJECTS

NOTE: HANDRAILS MAY PROTRUDE 4-1/2" AND DOOR

CLOSERS AND DOOR STOPS SHALL BE PERMITTED

TO BE 6'-6" A.F.F.

2'

M

IN4" MAX

6'

M

IN

4" MAX

M A

X

2'

M A

X

8" M

IN

DETECTABLE

BARRIER

door maneuvering clearances

UNOBSTRUCTED FORWARD REACH UNOBSTRUCTED SIDE REACH

3'

1"

M A

X

1'

M

IN

MAX

10"

2' -1

0" M

A X

OBSTRUCTED HIGH FORWARD REACH

NOTE: 2'-8" MIN WIDE CLEAR FLOOR SPACE WITH

KNEE AND TOE SPACE MUST BE PROVIDED UNDER

OBSTRUCTION. MAXIMUM REACH DEPTH IS 2'-1"

2'

M

IN

2'

0"

M A

X

*3

M A

X

3'

1"

M A

X

*>1' - 8" TO 2' - 1" MAX

1' - 8" MAX

OBSTRUCTED HIGH SIDE REACH

NOTE: ANYTHING LESS THAN 10" DEEP

DOES NOT CREATE AN OBSTRUCTION

*3

M A

X

3'

1"

M A

X

2'

0"

M A

X

*>10" TO 2'-0"

10" MAX

DIMENSION IS TO THE BOTTOM

OF THE RECEPTACLE BOX, NOT

THE OF THE OUTLET

OPERABLE PARTS, OUTLETS, SWITCHES, &

ENVIRONMENTAL CONTROL HEIGHTS

M

IN

1'

3'

M A

X O

B S

T R

U C

T E

D R

E A

C H

3'

1"

M A

X U

N O

B S

T R

U C

T E

D R

E A

C H

DIMENSION IS TO THE TOP OF

THE OPERABLE PART, NOT THE

OF THE DEVICE

DEDICATED OUTLETS FOR EQUIPMENT OR

APPLIANCES, CEILING FAN CONTROLS, AND FLOOR

OUTLETS ARE EXEMPT

SIGNAGE CLEAR FLOOR SPACE

ALL REQUIRED SIGNS MUST HAVE A 1'-8" x 1'-8"

MIN CLEAR FLOOR SPACE ON THE LATCH SIDE

OF THE DOOR WITH THE SIGN MOUNTED IN THE

CENTER OF THE CLEAR FLOOR SPACE

TACTILE SIGN PERMITTED ON

PUSH SIDE OF DOORS WITH

A CLOSER

MIN

10"

MIN

1' - 8"

2' - 8" MIN

2' - 8" MIN1 1/2" MIN

CLEAR WIDTH AT DOORWAYS

CLEAR WIDTH IS MEASURED FROM THE JAMB STOP TO THE FACE

OF THE DOOR IN THE OPEN POSITION, 90° FROM THE WALL IN

WHICH THE DOOR IS IN. POCKET AND BARN DOORS MUST PROVIDE

ACCESS TO ALL DOOR HARDWARE WHEN THE DOOR IS FULLY

OPEN AND FULLY CLOSED

2'

-0

PUSH SIDE:

FRONT APPROACH

PULL SIDE:

FRONT APPROACH

PULL SIDE:

HINGE APPROACH

OPTION 1

PULL SIDE:

HINGE APPROACH

OPTION 2

PULL SIDE:

LATCH APPROACH

PULL SIDE:

LATCH APPROACH

W/ CLOSER

RECESSED DOOR:

WHEN DOOR IS RECESSED LESS THAN 7",

ANY CLEAR FLOOR AREA CAN BE USED

DOORWAYS WITHOUT DOORS:

REQUIRED WIDTH AND MAX DEPTH

BIFOLD, BIPASS, OR POCKET DOOR:

HINGE OR POCKET APPROACH

TWO DOORS IN A SERIES

DOOR ACTUATOR

BUTTON

CLEAR FLOOR AREA

CENTERED ON BUTTON

AND BEYOND THE

SWING OF ANY DOOR

DOOR OPERATOR:

REQUIRED CLEAR

FLOOR AREA

'-0

1' -4

E Q

1' -4

E Q w / C

LO

S

E R

A N

D L

A T

C H

D O

O R

W

ID

T H

M

IN

, 1

4" M

IN

1' -8

M

IN+

'-8

M

IN

D O

O R

W

ID

T H

MIN

2' - 0"

3' -8

M

IN

+ 2' - 2" MIN

DOOR WIDTH

2' - 2"

MIN

+ 2' - 2" MIN

DOOR WIDTH

4' -8

M

IN

3'-8" MIN

5' -2

M

IN

+ 1'-8" MIN

DOOR WIDTH

1'-8"

MIN

4'

M

IN

+ 2"

DOOR WIDTH

3' - 2" MIN

+ 3' - 2" MIN

DOOR WIDTH

4'

M

IN

+ 2' - 2" MIN

DOOR WIDTH

2' - 2"

MIN

WASHER AND DRYER

CONTROLS SHALL BE 3' - 8" MAX

A.F.F. TOP LOADING DOORS SHALL

BE 2' - 11" MAX A.F.F. FRONT LOADING

DOORS SHALL BE 1'-3" MIN AND 2' - 11"

TO THE BOTTOM OF THE DOOR

COOKTOP/RANGE

CONTROLS MUST BE LOCATED AS TO NOT REQUIRE

REACHING OVER ANY BURNER. VENT HOOD

CONTROLS MUST BE LOCATED WITHIN THE REACH

RANGES. IF A RANGE IS PROVIDED, A WORK

SURFACE ADJACENT TO THE OVEN SHALL BE

PROVIDED WITH KNEE AND TOE CLEARANCES

REFRIGERATOR/FREEZER

FREEZERS SHALL HAVE AT LEAST 50% OF

ITS COMPARTMENT SHELVES, 4' - 4" MAX

A.F.F. WHEN THE SHELVES ARE INSTALLED

AT THE MAXIMUM HEIGHT POSSIBLE

DISH

WASHER

DISHWASHER

CLEAR FLOOR AREA MUST BE BEYOND OR

ADJACENT TO THE SWING OF THE DISHWASHER

DOOR. IN THE OPEN POSITION, THE DOOR MAY

NOT IMPINGE UPON AN ADJACENT SINK'S C.F.S.

5'

M

IN

LE

N

G T

H O

F B

A T

H T

U B

HEAD WALL

B A

C K

W A

LL

2' - 8" MIN

1'

M A

X 1'

M

IN

CONTROL WALL

HEAD WALL

B A

C K

W A

LL

M

IN

6'

M

IN

LE

N

G T

H O

F T

U B

A N

D S

E A

T

PERMANENT SEATREMOVABLE SEAT

6" M

A X

3" M

IN

1'

M

IN

A T

L O

W E

S T

P O

S

IT

IO

N

3'

0"

M A

X

2' - 0" MIN

3'

M A

X

2'

M

IN

1' - 0" MIN

1" MAX

M A

X 8"

M

IN

C O

N T

R O

L W

A

LL

3'

M A

X

2'

M

IN

1' - 0" MIN

2' - 0" MIN 2' - 0" MAX

1' - 3" MAX

ACCESSIBLE BATHTUB GRAB

BARS AND CONTROLS

EQ EQ

C O

N T

R O

L W

A

LL

3'

H O

LD

4' - 6" MIN

BACK WALL

3' - 0" HOLD

CLEAR OPENING

3' - 0" MIN

1' - 11" MAX

1' - 10" MIN

1' - 4" MAX

1' - 3" MIN

1'

M A

X 1'

M

IN

ACCESSIBLE TRANSFER

SHOWER GRAB BARS AND CONTROLS

SHOWER FAUCET CONTROLS SHALL BE IN THE

LOCATION SHOWN. AN ADJUSTABLE-HEIGHT SHOWER

SPRAY UNIT WITH A HOSE AT LEAST 60" LONG THAT

CAN BE USED BOTH AS BOTH A FIXED SHOWER HEAD

AND AS A HAND-HELD SHOWER SHALL BE PROVIDED.

CONTROL WALL BACK WALL

B A

C K

W A

LL

B A

C K

W A

LL

CONTROL

LOCATION

ADJUSTABLE

HANDSHOWER

W/ 60" MIN HOSE

3'

M A

X

2'

M

IN

6" M

A X

3" M

IN

1'

M

IN

4" MAX

3'

0"

M A

X

1' - 3" MAX

A T

L O

W E

S T

P O

S

IT

IO

N

3'

0"

M A

X

EQEQ

1' - 6" MIN

3'

M A

X

2'

M

IN

1'

M A

X 1'

M

IN

CONTROL

LOCATION

1'

M A

X 1'

M

IN

3'

0"

M A

X

A T

L O

W E

S T

P O

S

IT

IO

N

3'

0"

M A

X

3'

M A

X

2'

M

IN

6" MAX*

4' - 0" MAX

3' - 3" MIN

2' - 3" MAX

1' - 4" MIN

EQ EQ

2'

M

IN

S

ID

E W

A

LL

2'

M

IN

ALIGN WITH

FRONT EDGE

OF SEAT

SHOWER LENGTH

B A

C K

W A

LL

4" MAX

MIN

2' - 2"

6" MAX3'

M A

X

2'

M

IN

6" M

A X

3" M

IN

1'

M

IN

ACCESSIBLE ROLL-IN

SHOWER GRAB BARS AND CONTROLS

SHOWER FAUCET CONTROLS SHALL BE IN THE LOCATION SHOWN. AN

ADJUSTABLE-HEIGHT SHOWER SPRAY UNIT WITH A HOSE AT LEAST

60" LONG THAT CAN BE USED BOTH AS BOTH A FIXED SHOWER HEAD

AND AS A HAND-HELD SHOWER SHALL BE PROVIDED.

*NOT APPLICABLE IF GRAB BAR WOULD EXCEED 4' - 0" TO COMPLY.

3 1/2" MAX

accessible lavatories and water closets

ACCESSIBLE LAVATORY SECTION

LAVATORIES SHALL BE MOUNTED WITH THE RIM OR

COUNTER SURFACE NO HIGHER THAN 34 IN ABOVE

THE FINISH FLOOR. HOT WATER AND DRAIN PIPES

UNDER LAVATORIES SHALL BE CONFIGURED TO

PROTECT AGAINST CONTACT. THERE SHALL BE NO

SHARP OR ABRASIVE SURFACES UNDER

LAVATORIES.

N.T.S.

ACCESSIBLE LAVATORY

A 32"x54" CLEAR FLOOR AREA SHALL BE PROVIDED

UNDER THE LAVATORY PER THE INDICATED

DIMENSIONS WITH FULL KNEE AND TOE CLEARANCES,

THUS CABINETS ARE NOT PERMITTED UNDER THE

LAVATORY WITHIN THE REQUIRED CLEAR FLOOR AREA.

FRONT EDGE

OF VANITY

COUNTERTOP

COUNTERTOP

MOUNTED LAVATORY

WALL-HUNG

LAVATORY

FRONT EDGE OF

CLEAR FLOOR

SPACE

EDGE OF REQUIRED

KNEE AND TOE

CLEARANCES

INSULATED PIPE

PROTECTION AT

DRAIN AND HOT

WATER SUPPLY

T O

F / C

F S

2' -1

M

A X

EQ EQ

F / V

A N

IT

Y

1' -5

M

IN

T

O

T O

F / L

A V

1' -5

M

IN

T / S

IN

K

R

IM

2'

-1 /2

M

A X

T O

2'

M

IN

6" MAX

9" M

IN

MIRROR, 40" MAX TO B/

REFLECTIVE SURFACE

T O

F / L

A V

2'

M A

X 4'

M

IN

2' - 8" MIN

EQ EQ

2' - 8" MIN

4'

M

IN

ACCESSIBLE WATER CLOSET

NOTHING SHALL BE PERMITTED IN THE CLEAR FLOOR

SPACE EXCEPT FOR GRAB BARS AND OTHER TOILET ROOM

ACCESSORIES, ACCESSIBLE ROUTES, TURING RADII, AND

OTHER FIXTURES' CLEAR FLOOR SPACES. NO OTHER

FIXTURES OR OBSTRUCTIONS ARE PERMITTED IN THE

CLEAR FLOOR SPACE. DOORS ARE NOT PERMITTED TO

SWING INTO THE CLEAR FLOOR SPACE UNLESS IT'S A

SINGLE-USER RESTROOM AND THERE'S A 32" x 50" CLEAR

FLOOR SPACE BEYOND THE SWING OF THE DOOR.

FLUSH CONTROLS

SHALL BE ON THE

OPEN SIDE OF

TOILET

N.T.S.

ACCESSIBLE/AMBULATORY

TOILET COMPARTMENT

AT ACCESSIBLE COMPARTMENTS, 12" HIGH TOE

CLEARANCE REQUIRED UNDER SIDE AND FRONT

PARTITION. IF THIS CANNOT BE ACCOMMODATED, STALL

MUST BE ENLARGED 9" IN EACH DIRECTION TO

ACCOMMODATE THE TOE CLEARANCE. AT AMBULATORY

COMPARTMENTS, HORIZONTAL AND VERTICAL GRAB BARS

REQUIRED ON BOTH SIDES OF THE COMPARTMENT

3'

0" M

A X

2'

M

IN

5" MAX

MIN

8" accessible kitchens, break rooms, & appliances N.T.S.

WORK

SURFACE

DISH WASHER

DOOR

DISH WASHER

C.F.S. OPTION 1 & 2

2'

M

IN

OFFSET

2' - 0" MAX

4' - 6" MIN

FRONT LOAD ONLY

2' - 0" MAX OFFSET

4' - 6" MIN

EQ EQ

EQ EQ

2'

M

IN

9" M

IN

5'

M

IN

FLUSH CONTROLS

SHALL BE ON THE OPEN SIDE OF TOILET

12" HIGH TOE CLEARANCE

UNDER PARTITION

9" MIN

H O

LD

1'

C

LE

A R

2'

M

IN

H O

LD

1'

3'

H O

LD

5' - 2" MIN

C

LE

A R

2'

M

IN

2" M

IN

TOILET PAPER

DISPENSER LOCATION

STANDARD ROLLS ARE 5" MAX IN

DIAMETER. 7"-9" RANGE IS TO THE C/L OF

THE DISPENSER, WHETHER IT'S SINGLE

OR DOUBLE ROLL

STANDARD SINGLE OR DOUBLE ROLL

JUMBO ROLL DISPENSER

W H

IC

H

E V

E R

IS

H

IG

H

E R

ACCESSIBLE URINAL

FLUSH CONTROLS SHALL BE

AUTOMATIC OR HAND CONTROLLED. IF

HAND CONTROLLED, THEY SHALL BE

WITHIN APPLICABLE REACH RANGES.

ACCESSIBLE SINK

A FORWARD APPROACH IS ONLY REQUIRED IF A STOVE OR RANGE IS ALSO

PROVIDED. THE SINK TIM SHALL BE NO HIGHER THAN 34" A.F.F. FAUCET

CONTROLS SHALL BE WITHIN APPLICABLE REACH RANGES AND USABLE

WITHOUT PINCHING, GRASPING TIGHTLY, OR REQUIRE TWISTING OF THE WRIST.

PARALLEL APPROACH

INSULATED PIPE

PROTECTOR IF

LEFT OPEN

LINE OF KNEE & TOE

CLEARANCE. IF FOOD

GRINDER IS PROVIDED, IT

MUST FALL BEHIND THIS LINE

SECTION AT FORWARD

APPROACH

M A

N U

A L

F

LU

S H

3'

0"

M A

X

IF

TO URINAL LIP

1'-1 1/2" MIN

U R

IN

A

L

LI

P 1'

M

A X

S

IN

K R

IM

O

R C

O U

N T

E R

2'

-1 /2

M

A X

A .F

.F . T

O

A .F

.F

2'

M

IN

EQ EQ

MIN

2' - 8"

4'

M

IN

MIN

1' - 6"

OFFSET

9" MAX

4' - 6" MIN

2'

M

IN

2'

M A

X

FORWARD APPROACH

EQ EQ

4'

M A

X

2' - 8" MAX

2'

M A

X 1'

M

IN

2'

M A

X

EQ EQ

ACCESSIBLE WATER

CLOSET GRAB BARS

THE DIAMETER OR WIDTH OF THE GRIPPING

SURFACES OF A GRAB BAR SHALL BE 1 1/4"

TO 1 1/2" OUTSIDE DIAMETER. THE SPACE

BETWEEN THE WALL AND THE GRAB BAR

SHALL BE 1 1/2".

3' -0

M

A X

2' -9

M

IN

3' - 6" MIN

3' - 0" MIN 6" MAX

1' - 0" MAX 3' - 6" MIN

3'

M A

X

2'

M

IN

M

IN

1'

M A

X

3'

M

IN

SIDE WALL

REAR WALL

CLEAR FLOOR SPACE

NOTE: THE CLEAR FLOOR SPACE SHALL BE

INCLUDE KNEE AND TOE CLEARANCES

4'

M

IN

4'

M

IN

+ 2"

DOOR WIDTH

5' -2

M

IN

4'

M

IN

PUSH SIDE:

HINGE APPROACH

PUSH SIDE:

HINGE APPROACH W/

PUSH SIDE:

LATCH APPROACH

WITH CLOSER

PUSH SIDE:

LATCH APPROACH

BIFOLD,BIPASS, OR POCKET DOOR:

FRONT APPROACH

+ 2'-0" MIN

DOOR WIDTH

3' -8

M

IN

2'-0"

MIN

4' -2

M

IN

+ 2'-0" MIN

DOOR WIDTH

+ 2'-2" MIN

DOOR WIDTH

3'

M

IN

2'-2"

MIN

2'-2"

MIN

+ 2'-2" MIN

DOOR WIDTH +2" MIN

DOOR WIDTH

4'

M

IN

MIN

2' - 8"

2'-0"

MIN

4'

M

IN

BIFOLD,BIPASS, OR POCKET DOOR:

STOP OR LATCH APPROACH

+ 2'-2" MIN

DOOR WIDTH

3' -8

M

IN

2'-8"

MIN

2'-2"

MIN

MIN

2' - 8"

4' - 6" MIN

M

IN

2'

+ 3' - 8" MIN

DOOR WIDTH

5' - 2" MIN 4' - 6" MIN

X > 7"X > 7"

MIN

2' - 8"

5' - 2" MIN

D O

O R

S S

W

IN

G O

U T

5'

M

IN

W H

E N

B O

T H

O N

E D

O O

R S

W

IN

G S

O U

T

D .W

M

IN

W

H E

N

D.W.

DOOR WIDTH

B O

T H

D O

O R

S S

W

IN

G

IN

2x D

.W

W H

E N

5' - 2" MIN

4'

0"

M

IN

5' - 2" MIN 3' - 8" MIN

4'

0"

O

R 4"

M

IN

3' - 4" HOLD

4" MAX PROTRUSION

FROM WALL

1'

2' - 1" MIN

3' - 5" MAX

2" MIN

3'

1"

M A

X

FULLY RECESSED

DISPENSERS CAN ALSO

BE LOCATED HERE

9" MAX

7" MIN

2" M

IN

3'

1"

M A

X

2" MIN

3' - 6" MIN

OVEN DOOR

RANGE CLEAR FLOOR SPACE

MIN

3' - 2"

4' - 6" MIN

4'

M

IN

MIN

3' - 2"4'

M

IN

WORK SURFACE C.F.S.

OVEN C.F.S. OPT 1

OVEN C.F.S. OPT 2

2'

M

IN

ALIGN GRAB BAR

WITH FRONT OF SEAT

SIDE WALL GRAB

BARS NOT REQUIRED

IF SHOWER LENGTH

EXCEEDS 6' - 0"

BOTH A CLOSER AND LATCH

1' - 2" WHEN THE DOOR HAS

KURT D.

BERES

0714295

KURT D. BERES #0714295

EXPIRATION DATE 12-31-2025

775 Yard Street, Suite 325

Columbus, OH 43212 p 614 764 0407 www.designwithma.com f 614 764 0237

PROJECT NUMBER:

DATE:

SHEET NUMBER:

REVISION:

STATUS:

SHEET NAME:

© 2025 MA Design

2024.043

14 NOV 2025

A0.06

COMMERCIAL

ACCESSIBILITY

STANDARDS

E V

E R

A L

B A

R N

A L

T E

R A

T

IO

N S

N C

L E

V E

L A

N D

A V

E W

E S

T E

R V

IL

L

E , O

H

7 8 9 10 11 12 13 14 15

ASSEMBLY -

UNCONCENTRATED

1,250 SF

A-3 USE

EXISTING MULT-PURPOSE

201 SF

A-3 USE

RESTROOMS

187 SF

A-3 USE

RESTROOMS

STORAGE/MECHANICAL

43 SF

S-1 USE

MECHANICAL

COMMERCIAL KITCHEN

119 SF

A-3

WARMING KITCHEN

STORAGE/MECHANICAL

129 SF

S-1 USE

MECHANICAL

ACCESSORY -

STORAGE/MECHANICAL

41 SF

S-1 USE

STORAGE

82 SF

A-3 USE

STAIR

53 SF

A-3 USE

CORRIDOR

STORAGE/MECHANICAL

35 SF

S-1 USE

MECHANICAL

40 SF

A-3 USE

CORRIDOR

EXIT EXIT

E X

IT

E X

IT

EX F.E.

'-6

P

A T

H O

F T

R A

V E

L

'-6

P

A T

H O

F T

R A

V E

L

'-0

P

A T

H O

F T

R A

V E

L

'-0

P A

T H

O F

T R

A V

E L

7 8 9 10 11 12 13 14 15

STORAGE/MECHANICAL

602 SF

S-1 USE

STORAGE

ASSEMBLY -

UNCONCENTRATED

1,899 SF

A-3 USE

EXISTING MULTI-PURPOSE

COMMERCIAL KITCHEN

125 SF

S-3 USE

WARMING KITCHEN

178 SF

A-3 USE

STAIR

STORAGE/MECHANICAL

122 SF

S-1

STORAGE

EXIT EXIT

EX F.E.

EX F.E.

'-6

P

A T

H O

F T

R A

V E

L

'-6

P

A T

H O

F T

R A

V E

L

7 8 9 10 11 12 13 14 15

ASSEMBLY -

UNCONCENTRATED

539 SF

A-3 USE

EXISTING MULTI-PURPOSE

STORAGE/MECHANICAL

125 SF

S-1 USE

STORAGE

EX F.E.

2'

-0

P A

T H

F T

R A

V E

L

KURT D.

BERES

0714295

KURT D. BERES #0714295

EXPIRATION DATE 12-31-2025

775 Yard Street, Suite 325

Columbus, OH 43212 p 614 764 0407 www.designwithma.com f 614 764 0237

PROJECT NUMBER:

DATE:

SHEET NUMBER:

REVISION:

STATUS:

SHEET NAME:

© 2025 MA Design

2024.043

14 NOV 2025

A0.08

CODE INFORMATION

E V

E R

A L

B A

R N

A L

T E

R A

T

IO

N S

N C

L E

V E

L A

N D

A V

E W

E S

T E

R V

IL

L

E , O

H

1/8" = 1'-0" ground floor code plan

DRINKING

FOUNTAINS

BATHTUBS OR

SHOWERS

OTHER

REQUIRED:

WATER CLOSET LAVATORIES

MALE FEMALE MALE FEMALE

PROVIDED:

PLUMBING CODE CALCULATIONS

REFER TO OBC CHAPTER 29 AND TABLE 2902.1 "MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES" FOR EXCEPTIONS, AND FOOTNOTES

OCCUPANTS: 258

(129 MALE 129 FEMALE)

12 1 1 SERVICE SINK

OCCUPANCY: ASSEMBLY - A-3

AUDITORIUMS WITHOUT

PERMANENT SEATING, ART

GALLERIES, EXHIBITION HALLS,

MUSEUMS, LECTURE HALLS,

LIBRARIES, ARCADES AND

GYMNASIUMS

2 3 2 2 - 0 1

OCCUPANT LOAD

GROUND LEVEL

RESTROOMS 202

RESTROOMS 188

STAIR 83

CORRIDOR 53

CORRIDOR 40

STORAGE ACCESSORY - STORAGE/MECHANICAL 41 300 SF 1

EXISTING MULT-PURPOSE ASSEMBLY - UNCONCENTRATED 1251 15 SF 84

WARMING KITCHEN COMMERCIAL KITCHEN 119 200 SF 1

MECHANICAL STORAGE/MECHANICAL 43 300 SF 1

MECHANICAL STORAGE/MECHANICAL 129 300 SF 1

MECHANICAL STORAGE/MECHANICAL 36 300 SF 1

GROUND LEVEL 89

FIRST LEVEL

STAIR 178

EXISTING MULTI-PURPOSE ASSEMBLY - UNCONCENTRATED 1899 15 SF 127

WARMING KITCHEN COMMERCIAL KITCHEN 126 200 SF 1

STORAGE STORAGE/MECHANICAL 603 300 SF 3

STORAGE STORAGE/MECHANICAL 123 300 SF 1

FIRST LEVEL 132

MEZZANINE

EXISTING MULTI-PURPOSE ASSEMBLY - UNCONCENTRATED 539 15 SF 36

STORAGE STORAGE/MECHANICAL 126 300 SF 1

MEZZANINE 37

GRAND TOTAL: 18 258

EGRESS WIDTH REQUIREMENTS

FIRST LEVEL

GROUND LEVEL

MEZZANINE

1/8" = 1'-0" first floor code plan

1/8" = 1'-0" mezzanine code plan

2 EXITS @ 36" EA

4 EXITS @ 36" EA

1 EXIT PATH

89 X 0.15

132 X 0.15

37 X 0.15

13.35"

19.8"

5.55"

00874

008609

1332(s)

65.95 75.0

55 74.91

74.73

225.8

1332(s)

84.75

C H =4 0.

C H =4 4.

340.00

969.5

697.6

P A R K

IN

G

.0

.2

.2

.5

.7

.7

.7

.6

.7

.3

.6

.5

.4

REMOVE EXIST CONCRETE WALK AT

BUILDING - PROVIDE NEW 4" DEEP CONC

WALK DOWELED INTO THE BARN

FOUNDATION WALL AT EXIT DOORS AND

ON 4" COMPACTED GRAVEL

79 TOTAL EXISTING PARKING SPACES

22 TOTAL EXISTING PARKING SPACES

HOMESTEAD

OUT BUILDINGS

BRICK PATIO OUT BUILDINGS

OUT BUILDINGS

CIRCLE DROP-OFF

DRIVE

PARK PATHS

POND

CLEVELAND AVENUE

LINDIMORE WAY

BIKE PATH

GRASS AREA

TRASH DUMPSTER

PICNIC SHELTER

KURT D.

BERES

0714295

KURT D. BERES #0714295

EXPIRATION DATE 12-31-2025

775 Yard Street, Suite 325

Columbus, OH 43212 p 614 764 0407 www.designwithma.com f 614 764 0237

PROJECT NUMBER:

DATE:

SHEET NUMBER:

REVISION:

STATUS:

SHEET NAME:

© 2025 MA Design

2024.043

14 NOV 2025

A1.00

ARCHITECTURAL SITE

PLAN

E V

E R

A L

B A

R N

A L

T E

R A

T

IO

N S

N C

L E

V E

L A

N D

A V

E W

E S

T E

R V

IL

L

E , O

H

1" = 30'-0" architectural site plan

UP

A5.00 A7 A5.00

A5.00

EXIST

KITCHEN

EXIST ELEC

RM

EXIST STOR

EXIST JAN

EXIST ELEV

EXIST STAIR

EXIST

MULTI-PURPOSE

EXIST MEN'S

RESTROOM

EXIST

WOMEN'S

RESTROOM

EXIST FIRE

SPRINKLER

ROOM

EXIST EXIT

ACCESS

EXIST EXIT

ACCESS

EXIST MECH

RM

REMOVE RESTROOM

PARTITIONS (FOR

REPLACEMENT)

REMOVE RESTROOM

PARTITIONS (FOR

REPLACEMENT)

REMOVE PEDESTAL

RESTROOM SINKS

(CUT & CAP WASTE

LINE BELOW SLAB)

REMOVE EXIST.

CABINETS & PROVIDE

NEW CABINETS W/

UNDERCOUNTER

FRIG. - SEE

ELEVATION -

COORDINATE WITH

OWNER

REMOVE QUARRY

TILE FLOORING IN

PREPARATION FOR

NEW FLOORING -

PATCH & REPAIR/

REMOVE GROUT

FROM THE EXISTING

SLAB

REMOVE QUARRY

TILE FLOORING IN

PREPARATION FOR

NEW FLOORING -

PATCH & REPAIR/

REMOVE GROUT

FROM THE

EXISTING SLAB

A. REGARDLESS OF SPECIFIC DEMOLITION NOTED HERE, THE CONTRACTORS SHALL PERFORM ALL DEMOLITION

AS REQUIRED FOR NEW CONSTRUCTION.

B. REGARDLESS OF SPECIFIC INFORMATION NOTED HERE AND ON NEW WORK PLANS, THE CONTRACTORS

SHALL PATCH ANY DEMOLISHED AREAS AS REQUIRED FOR "AS NEW" FINAL APPEARANCE, IF NOT

OTHERWISE SPECIFICALLY DIRECTED ON NEW WORK PLANS AND / OR IN THE SPECIFICATIONS. VERIFY

FINISH INFORMATION FOR ANY SUCH WORK WITH THE ARCHITECT PRIOR TO STARTING.

C. DO NOT DEMOLISH CONCEALED MECHANICAL OR ELECTRICAL SERVICES THAT ARE NOT SPECIFICALLY

CALLED OUT FOR DEMOLITION ON THE ENGINEERING DRAWINGS WITHOUT FIRST VERIFYING WITH THE

DESIGN TEAM AND THE OWNER

D. WHERE INSTALLING NEW WALL FINISH / PROTECTION OR FLOORING, OR WHERE OTHER NEW WORK

REQUIRES IT, REMOVE EXISTING-TO-REMAIN MECHANICAL AND ELECTRICAL FIXTURES AND ACCESSORIES, CLEAN AS NECESSARY, AND RE-INSTALL "AS NEW" OVER CONTINUOUS NEW WALL OR FLOOR FINISH.

E. WHERE NEW SPRINKLERS ARE BEING INSTALLED, G.C. SHALL DEMOLISH AND PATCH EXISTING HARD

CEILINGS AND WALLS AS REQUIRED TO ACCOMMODATE THAT WORK. CONSULT SPRINKLER DRAWINGS AND

SPRINKLER CONTRACTOR FOR EXTENT OF REQUIRED WORK.

F. REMOVE EXISTING SLAB AS NECESSARY FOR NEW PLUMBING. SEE PLUMBING DRAWINGS. PATCH FLOOR TO

BE LEVEL IN PREPARATION FOR NEW FINISHES.

G. SEE FIRE PROTECTION, PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION

NOTES.

H. PROTECT THE FINISH OF THE DESIGNATED CONSTRUCTION ELEVATOR'S FLOOR, CEILING AND WALL

SURFACES AND ITS CONTROLS.

I. PROTECT THE EXISTING FINISHES ON THE GROUND AND FIRST FLOOR OF THE EXISTING AREAS FROM ANY

CONSTRUCTION OR DELIVERIES. REPAIR WITH LIKE MATERIALS IF DAMAGED DURING CONSTRUCTION.

J. OWNER TO STORE ALL FURNITURE, AND MOVABLE EQUIPMENT PRIOR TO THE START OF CONSTRUCTION.

K. CONTRACTOR IS RESPONSIBLE TO REMOVE ALL REMAINING WALL HUNG ITEMS, INCLUDING TOILET

ACCESSORIES, MIRRORS, FIRE EXTINGUISHER CABINETS, FIRE EXTINGUISHERS, ROOM SIGNS, ETC.

L. EXISTING WINDOW SILLS TO REMAIN AT ALL WINDOWS, U.N.O.

M. PATCH ALL RATED PARTITION WALLS TO REMAIN IN PROJECT AREA. FIRE STOP ANY OPENINGS IN

PARTITIONS. SEE LIFE SAFETY DRAWINGS FOR RATED PARTITIONS.

N. SEE PROJECT MANUAL FOR REQUIREMENTS REGARDING DUST CONTROL, INCLUDING TEMPORARY DUST

PARTITIONS, AND THE PROTECTION OF SMOKE DETECTORS.

GENERAL NOTES - DEMOLITION PLAN

KURT D.

BERES

0714295

KURT D. BERES #0714295

EXPIRATION DATE 12-31-2025

775 Yard Street, Suite 325

Columbus, OH 43212 p 614 764 0407 www.designwithma.com f 614 764 0237

PROJECT NUMBER:

DATE:

SHEET NUMBER:

REVISION:

STATUS:

SHEET NAME:

© 2025 MA Design

2024.043

14 NOV 2025

A2.00

FLOOR DEMOLITION

PLANS

E V

E R

A L

B A

R N

A L

T E

R A

T

IO

N S

N C

L E

V E

L A

N D

A V

E W

E S

T E

R V

IL

L

E , O

H

1/4" = 1'-0" ground floor demolition plan

FIRST LEVEL

109' - 2"

GROUND LEVEL

100' - 0"

MEZZANINE

119' - 4 1/2"

7 8 9

10 11 12 13 14 15

T.O. ROOF

140' - 11 13/16"

T.O. VENT COUPOLA

146' - 3 13/16"

E002A

E100D

E100C

E100B

E100A

GRADE

GRADE

GRADE (BEYOND)

REMOVE ALL

WINDOWS (FOR

REPLACEMENT)

TYPICAL

REMOVE ALL LOUVERS

AND TRIM (FOR

REINSTALLATION IN

SAME LOCATION)

TYPICAL

REMOVE ALL LOUVERS

AND TRIM (FOR

REINSTALLATION IN

SAME LOCATION)

TYPICAL

CUPOLA

LOUVERS

TO REMAIN

R E

M O

V E

B A

T T

E N

S B

O A

R D

T O

R E

M A

IN

REMOVE BATTENS -

BOARD TO REMAIN

REMOVE ALL WINDOWS (FOR

REPLACEMENT) TYPICAL

B

A6.10

SIM

REMOVE EXISTING CONCRETE WALK

TO INSTALL NEW CONCRETE WALK

FIRST LEVEL

109' - 2"

GROUND LEVEL

100' - 0"

MEZZANINE

119' - 4 1/2"

16 17 18 19

A

A6.10

T.O. ROOF

140' - 11 13/16"

T.O. VENT COUPOLA

146' - 3 13/16"

2'

E006A E010A

REMOVE ALL

WINDOWS (FOR

REPLACEMENT)

TYPICAL

REMOVE ALL LOUVERS

AND TRIM (FOR

REINST…