PREPARED BY:

C O

N

ST

R U

C

TI

O N

D O

C U

M

EN

TS

C

D

5.

.2

DRAWING INDEX

X

PREPARED FOR:

C M

SD

R

IV

ER

SI

D

E

EL

EM

EN

TA

R

Y

SC

H O

O L

.1

4.

Approval:

Date:

UBIQUITOUS DESIGN, LTD.

ARCHITECTS

T1.0 TITLE SHEET

PD1.0 PRODUCT DATA

LS1.0 LIFE SAFETY PLAN

GN1.0 GENERAL NOTES AND LEGENDS

GN2.0 TYPICAL DETAILS

ARCHITECTURAL:

A1.0 EXISTING/DEMOLITION FLOOR &CEILING

PLANS

PROPOSED FLOOR & CEILING PLANS

A2.0 MILLWORK ELEVATIONS AND DETAILS

ENGINEERING:

M-1 HVAC/PLUMBING:

EXISTING PLANS AND

PROPOSED PLANS

MP-1 MECHANICAL SPECIFICATIONS

E1.0 ELECTRICAL PLANS

E2.0 ELECTRICAL SPECIFICATIONS

HOME ECONOMICS

KITCHENETTE RENOVATION

INTERIOR ALTERATION

14501 Montrose Avenue Cleveland, OH 44111

3443 LEE ROAD

SHAKER HEIGHTS, OHIO 44120

P 216.752.4444 F 216.752.5011 ARCATEK@UDLTD.COM

RIVERSIDE

CODE INFORMATION REFERENCED CODESA. PROJECT LOCATION: A-SPOT Salon and Spa 785 ALPHA PARK DRIVE HIGHLAND HEIGHTS, OHIO 44143B. DESCRIPTION & USER GROUP CLASSIFICATION OF BLDG WE ARE SEEKING TO COMPLETELY RENOVATE A FORMER OFFICE AND UNFINISHED STORAGE SPACE FOR THE EXPRESS USE OF A NAIL AND HAIR SALONC. NATURE OF PROJECT: INTERIOR ALTERATION

D. USE GROUP: B BUSINESSE. OCCUPANT LOAD: (PER O.B.C. TABLE 1004.1.1 1 OCCUPANT PER 100 sf NET 994 sf/100 = 14F. PARKING SPACES COUNT: NO ALTERATIONS FOR PARKINGG. CONSTRUCTION CLASS: TYPE IIIB CONSTRUCTIONH. WORK AREA LIMIT: PROJECT AREA: 994 SF

STORIES: ONEH. TYPE OF MECHANICAL: EXISTING SUSPENDED HVACI. STRUCTURAL LIVE LOAD 100 PSF UNIFORM L/L

ALL APPLICABLE CODES INCLUDING, BUT NOT LIMITED TO:2007 OHIO BUILDING CODE2007 OHIO MECHANICAL CODE2007 OHIO PLUMBING CODE2011 NATIONAL ELECTRICAL CO

DE

2008 NFPA 1012008 ENERGY STANDARDS2007 ADA GUIDELINES CODE INFORMATIONCODE INFORMATION

CODE INFORMATION

A. PROJECT LOCATION: A-SPOT Salon and Spa 785 ALPHA PARK DRIVE HIGHLAND HEIGHTS, OHIO 44143

REFERENCED CODES

OEBC WORK AREA COMPLIANCE METHOD SHALL BE THE

INTENDED COMPLIANCE METHOD FOR THIS PROJECT

STREETVIEW

SITE AERIAL

N

CLEVELAND

METROPOLITAN

SCHOOL DISTRICT

CLEVELAND

METROPOLITAN

SCHOOL DISTRICT

Elementary School

EXISTING

HOME ECONOMIC

ROOM LOCATION

MS. HOLLIE DELLISANTI

MS. HOLLIE DELLISANTI, EXEC. DIR.

ARCHITECTURAL PROJECTS, CAPITAL PROGRAMS

1111 SUPERIOR AVENUE E

CLEVELAND, OHIO 44114

OFFICE: 216.838.0406

EMAIL: Hollie.Dellisanti@clevelandmetroschools.org

IN ALL CASES, IF THERE IS A DISCREPENCY BETWEEN CODE REQUIREMENTS, BETWEEN ANY REFERENCED CODES, THE MORE STRINGENT CODE ALWAYS APPLIES.

2024 OHIO BUILDING CODE (OBC)

2024 OHIO MECHANICAL CODE (OMC)

2024 OHIO PLUMBING CODE (OPC)

2023 NFPA NATIONAL ELECTRICAL CODE

2021 LIFE SAFETY CODE, NFPA 101

2017 NFPA 13 SPRINKLER CODE

2010 DEPT. OF JUSTICE ADA STANDARDS FOR ACCESSIBLE DESIGN

2017 ICC/ANSI A117.1

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W. DANIEL

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BICKERSTAFF, II

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ISSUED

Date:

RIVERSIDE

ELEMENTARY

SCHOOL

Interior Alteration

Home Economics / Work Room

14601 MONTROSE AVENUE

CLEVELAND, OH 44111

216.838.0406 Hollie.Dellisanti@clevelandmetroschools.org

Scale: Sheet:

Consultant Project # Drawn by: Checked by:

BY DATE

Architect

Project Team:

CMSD Approval:

X Hollie Dellisanti, Executive Dir. of Arch. Services, Cap. Projects Date

DB WDB, II

UBIQUITOUS DESIGN, LTD.

ARCHITECTS

3443 LEE ROAD

SHAKER HEIGHTS, OHIO 44120

P 216.752.4444 F 216.752.5011 ARCATEK@UDLTD.COM

05.14.2025

PERMIT ISSUANCE WDB, II 05.14.2025

CLEVELAND

METROPOLITAN

SCHOOL DISTRICT

W. Daniel Bickerstaff, II License No. 12608 Expiration Date: December 31, 2025

MATERIAL NOTE

PLYWOOD

GYPSUM BOARD

RIGID INSULATION

BATT INSULATION

NEW DOORS

EXISTING DOORS

REVISION NUMBER

ROUGH WOOD

FINISHED WOOD

STEEL

POURED CONCRETE

CONCRETE BLOCK

EARTH

POROUS FILL

BRICK

WALL TYPES

ROOM NUMBER

DOOR NUMBER

ELEVATION

SECTION

A1 A

ENLARGED PLAN

APPROV

A/C

ACT

ADD

ADJ

BLDG

BOT

CAB

CB

CFM

CG

BET

CLG

ALUM

ALT

ARCH

AUTO

BD

COORD

COR

CRI

CT

DBL

DEM

DES

DIA

CTR

COL

CONC

CONST

CONT

CONTR

CLR

DN

DR

DTL

DWG

DIM

AFF

RADIUS

ROOM

REFERENCE, REFER TO

REINFORCEMENT

REQUIRE(ED), (MENT)

SQUARE

STEEL

SECTION

SHEET

SIMILAR

TYPICAL

VINYL

TENANT

SPECIFICATION(S)

STRUCTURE, STRUCTURAL

UNFINISHED

VARIABLE, VARIES

VERTICAL

VERIFY IN FIELD

STAINLESS STEEL

STANDARD

SUSPEND(ED)

SYMETRIC(AL)

SHEET VINYL

TOUNGE AND GROOVE

TELEPHONE

TEMPERATURE

THICK(NESS)

THROUGH

STORAGE

SOLID CORE

SCHEDULE

SHELF, SHELVING

WIDE

WITH

WOOD

WATER RESISTANT

WATER CLOSET

WATERPROOF(ING)

WITHOUT

UNDERWRITERS LABORATORY

SUSPENDED ACOUSTICAL CLG

RAD

RE

REQ

RM

INCANDESCENT

INSULATION

INFORMATION

INCH(ES)

INCLUDE(ED), (ING)INCL

IN

INS

INFO

INCAND

STL

STD

SS

SQ

SV

SYM

SIM

SHT

SH

SEC

SCH

SC

TYP

UL

VAR

VIF

VIN

TEL

THK

TEN

T&G

LINEAL

LIGHT

METAL

JOINT

MANUFACTURER

MAINTENACE

MAXIMUM

MECHANICAL

INTERIOR

LAMINATE

LAVATORY

POUND(S)

OWNER

MIRROR

NUMBER

MISCELLANEOUS

NOT TO SCALE

ON CENTER

OVERHEAD

OPPOSITE

OUNCE(S)

MOUNT(ED)

NOMINAL

MINIMUM

MILLWORK CONTRACTOR

MOISTURE RESISTANT

PLASTIC LAMINATE

WR

W W/ W/O

WC

WD

QUANTITY

PAINTED(ED)

PLYWOOD

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

POLYVINYL CHLORIDE

PLUMBING

LIN

LT

MAX

MC

MTL

LAV

JT

LAM

LB

MECH

MAINT

MFGR

MIR

MR

MNT

NTS

NOM

OC

OH

OPP

OWN

OZ

NO

PL

MISC

MIN

PT

PSF

PSI

PVC

PWD

QTY

PLBG

INT

SAC

EACHEA

EC

EL

ELECT

AIR CONDITIONING

ACOUSTIC(AL)

ADDENDUM

ADJACENT

FINISHED

FLOOR

EXHAUST

EXISTING

EQUAL

FUTURE

GYPSUM

GRILLE

HIGH

GAUGE

FD

FEC

FEX

FFE

FIN

FLR

FOS

FR

EQ

EWH

EXH

EXT

GB

GC

GR

GWB

GYP

H

HDCP

HDW

HM

FRP

FS

FT

FUT

GA

GALV

FLUOR

EQUIP

EXIST

HOUR

HEIGHT

HOR

HR

HT

HVAC

BETWEEN

BUILDING

BOTTOM

CABINET

CERAMIC BASE

CORNER GUARD

CEILING

CLEAR(ANCE)

CENTER

COLUMN

CONCRETE

CONSTRUCTION

CONTRACTOR

CORRIDOR

CERAMIC TILE

DOUBLE

DEMOLISH

DIAMETER

DESIGN(ER)

BOARD

ALUMINUM

APPROVED

ARCHITECT(URAL)

AUTOMATIC

DOWN

DOOR

DETAIL

DRAWING

DIMENSION

CUBIC FEET PER MINUTE

CONTINUE, CONTINUOUS

COORDINATE, COORDINATOR

CASH REGISTER INSTALLER

ALTERNATE, ALTERNATIVE

ABOVE FINISHED FLOOR

ENT

FLOOR DRAIN

FLUORESCENT

FACE OF STUD

FIRE RESISTIVE

FLOOR SINK

FOOT, FEET

FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER

FINISHED FLOOR ELEVATION

FIBER REINFORCED PANEL

GALVANIZED

GRAB BAR

HANDICAPPED

HARDWARE

HOLLOW METAL

HORIZONTAL

GENERAL CONTRACTOR

GYPSUM WALL BOARD

HEATING/VENTILATING/AC

ELEVATION

ENTRANCE

EQUIPMENT

ELECTRICAL CONTRACTOR

ELECTRIC, ELECTRICAL

ELECTRIC WATER HEATER

EXTERNAL

SPEC

UNFIN

VERT

WP(G)

SUSP

STOR

STRUCT

TEMP

THRU

REINF

(BASED ON 2024 OHIO BUILDING CODE)

CHAPTER 3- USE AND OCCUPANCY CLASSIFICATION

302.1.1 INCIDENTAL USE AREAS

STORAGE ROOMS > 100 S.F. - 1 HR. SEPARATION OR AUTO, FIRE EXTINGUISH, SYS.

WASTE/LINEN COLLECTION ROOMS > 100 S.F. - 1 HR. SEPARATION OR AUTO, FIRE EXTINGUISH, SYS.

308.3 USE GROUP E EDUCATION

CHAPTER 4- SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY N/A

CHAPTER 5- GENERAL BUILDING HEIGHTS AND AREAS NUMBER OF STORIES

ONE

CHAPTER 6- TYPE OF CONSTRUCTION

602.2 TYPE III-B

TABLE 601 FIRE-RESISTANCE RATINGS

STRUCTURAL FRAME 0-HR. (W/ SPRINKLERS)

BEARING WALLS 0-HR. (W/ SPRINKLERS)

FLOOR CONSTRUCTION 0-HR. (W/ SPRINKLERS)

ROOF CONSTRUCTION 1-HR

CHAPTER 7- FIRE-RESISTANCE-RATED CONSTRUCTION

709.0 SMOKE BARRIERS TO HAVE 1-HR. FIRE-RESISTANCE RATING, 20 -MIN. RATING FOR

OPENING PROTECTIVE, OPP. SWINGING DOORS ACROSS CORRIDORS

715.3 OPENING PROTECTIVE RATINGS PER TABLE 715.3

716.5 SMOKE DAMPER WHERE DUCTS PENETRATE SMOKE BARRIERS

CHAPTER 8- INTERIOR FINISHES

803.5 INTERIOR WALL / CEILING FINISH REQUIREMENTS PER TABLE 803.5

805.1CURTAINS, DRAPERIES, HANGINGS, OTHER DECORATIVE MATERIALS TO BE FLAME

RESISTANT;

COMBUSTIBLE DECORATIONS SHALL BE FLAME-RETARDANT

CHAPTER 9- FIRE PROTECTION SYSTEMS

903.2.5 AUTO, SPRINKLER SYSTEM REQUIRED (MODIFY EXISTING)

903.3 COMPLY WITH NFPA 13

906.1 FIRE EXTINGUISHERS REQUIRED

907.2.6 MANUAL FIRE ALARM SYSTEM (EXISTING)

CHAPTER 10- MEANS OF EGRESS

1003.2 7" MINIMUM CEILING HEIGHT

1003.3.3 4" MAX. PROJECTION BETWEEN THE HEIGHTS OF 27" AND 80"

1003.4 SLIP-RESISTANT FLOOR FINISH

1004.1 NUMBER OF OCCUPANTS (PER TABLE 1004.1.2): SEE TITLE SHEET

1006.1 MEANS OF EGRESS ILLUMINATION REQUIRED AT ALL TIMES BUILDING IS OCCUPIED

1008.1.1 32" MIN. WIDTH FOR MEANS OF EGRESS DOORS, MAX. WIDTH 48"; DOORS USED FOR

EXIT SIGNS REQUIRED, NO POINT IN CORR. > 100" FROM AN EXIT SIGN

1013.2.2 HABITABLE ROOMS TO HAVE DIRECT ACCESS TO AN EXIT ACCESS TO AN EXIT ACCESS

CORRIDOR

1015.1 200' MAX. EXIT ACCESS TRAVEL DISTANCE

1016.2 96" CORRIDOR WIDTH WHERE REQUIRED FOR BED MOVEMENT

1016.3 20' MAX. DEAD-END CORRIDOR LENGTH

1016.4 EXIT ACCESS CORRIDORS SHALL NOT SERVE AS AIR DUCTS/PLENUMS

CHAPTER 11- ACCESSIBILITY

COMPLY WITH ACCESSIBILITY GUIDELINES

CHAPTER 12- INTERIOR ENVIRONMENT

COMPLY WITH VENTILATION, TEMP. CONTROL, LIGHTING, DIMENSION REQUIREMENTS

CHAPTER 13- ENERGY EFFICIENCY

COMPLY WITH "ASHRAE ENCY. 1" OR "INTERNATIONAL ENERGY CONSERVATION CODE"

CHAPTER 14- EXTERIOR WALLS

N/A (EXISTING)

CHAPTER 15- ROOF ASSEMBLIES AND ROOFTOP STRUCTURES

N/A (EXISTING)

CHAPTER 16- STRUCTURAL DESIGN

1607.1 LIVE LOAD- 100 PSF UNIFORM LOAD (CORRIDORS); 50 PSF UNIFORM LOAD (OFFICES)

1607.7 HANDRAILS TO RESIST LOAD OF 50# PER FT., CONCENTRATED LOAD OF 200#; GRAB

BARS AND SHOWER SEATS TO RESIST CONCENTRATED LOAD OF 250#

CHAPTER 17- STRUCTURAL TESTS AND SPECIAL INSPECTIONS

N/A

CHAPTER 18- SOILS AND FOUNDATIONS

N/A (EXISTING)

CHAPTER 19- CONCRETE

N/A

A1 A

A1 A

NOTE: NOT ALL ABBREVIATIONS AND SYMBOLS ARE

USED IN DRAWINGS CONTAINED IN THIS SET

EL 90.0' VERTICAL ELEVATION

MASONRYMSY

SYMBOL LEGEND BUILDING AND CODE INFORMATION

ABBREVIATIONS

CHAPTER 20- ALUMINUM

N/A

CHAPTER 21- MASONRY

2103.1 CONC. MASONRY UNITS TO CONFORM TO ASTM C90

2103.7 MORTAR TO CONFORM TO ASTM C270

CHAPTER 22- STEEL

N/A

CHAPTER 23- WOOD

2303.2 FIRE-RETARDANT TREATED WOOD SHALL BEAR I.D. MARK OF AN APPROVED

AGENCY

CHAPTER 24- GLASS AND GLAZING

2406 COMPLY WITH SAFETY GLAZING REQUIREMENTS

CHAPTER 25- GYPSUM BOARD AND PLASTER

COMPLY WITH REQUIREMENTS OF TABLE 2506.2

CHAPTER 26- PLASTIC

2604.1 PLASTIC MATERIALS INSTALLED AS INTERIOR FINISH SHALL COMPLY WITH

CHAPTER 8

CHAPTER 27- ELECTRICAL

COMPONENTS, EQUIPMENT, AND SYSTEMS DESIGNED AND CONSTRUCTED IN

ACCORDANCE WITH NFPA 70

CHAPTER 28- MECHANICAL SYSTEMS

MECHANICAL EQUIPMENT AND SYSTEMS TO BE IN ACCORDANCE WITH THE

MECHANICAL CODE

CHAPTER 29- PLUMBING SYSTEMS

2902.1 MINIMUM FACILITIES PER TABLE 2902.1

CHAPTER 30- ELEVATORS AND CONVEYING SYSTEMS

N/A

CHAPTER 31- SPECIAL CONSTRUCTION

N/A

CHAPTER 32- ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY

N/A

CHAPTER 33- SAFEGUARDS DURING CONSTRUCTION

COMPLY WITH SAFEGUARDS, DEMOLITION, SANITARY, FIRE EXTINGUISHER, AND

EXIT REQUIREMENTS

CHAPTER 34- EXISTING STRUCTURES

N/A

6' -6

TOILET

GUIDELINES FOR TOILET ROOMS

SINK

2' -9

2' -1

0"

1' -7

SEAT

SHOWER

HC.

BAR

GRAB

40"

0"

8'-0"

3'

0"

SINK

8'-0"

40"

TOILET

HC.

1' -5

3 3A

HC.

DISPENCER

SOAP

TOILET PARTITI0NS

3' -1

0"

URINAL

PROVIDE IN ALL JANITOR CLOSETS

COOLER

WATER

AND CURTAIN

SHOWER ROD

MOP

HANGER

NOTE:

" M

AX

" M

IN

18"

MIN.

5'

5' -1

0" 4'

-1 0"

USEDMIRROR

N/A

URINAL

4A

HC. N/A

65 6" 7

MIRROR

MIRROR

3' -4

NOT

8A

HC.

3' -4

PARTITION

URINAL

HOLDER

PAPERSOAP

DISPENSER

3' -6

4'

-6

DISPOSAL

NAPKIN TOWEL

DISPENSER

PLAN VIEW

GRAB BAR

NAPKIN

DISPENSER

DRYER

6"

2' -1

0"

TOILET

3' -2

10A

HC.

2' -6

3' -1

0"

4' -0

FEMININE

12 13

PAPER

ALL OPERATING MECHANISMS

48" ABOVE FINISH FLOOR

SHALL BE NO HIGHER THAN

FEMININE

HAND

3' -4

36"

PD1.0

PROJECT DATA

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W. DANIEL

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BICKERSTAFF, II

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TD to exit access corridor = 17'-10" (75'-0" max.)

TD to exit access corridor = 17'-10" + 54'-4" = 72'-2" (200'-0" max.)

CODE INFORMATION REFERENCED CODESA. PROJECT LOCATION: A-SPOT Salon and Spa 785 ALPHA PARK DRIVE HIGHLAND HEIGHTS, OHIO 44143B. DESCRIPTION & USER GROUP CLASSIFICATION OF BLDG WE ARE SEEKING TO COMPLETELY RENOVATE A FORMER OFFICE AND UNFINISHED STORAGE SPACE FOR THE EXPRESS USE OF A NAIL AND HAIR SALON

C. NATURE OF PROJECT: INTERIOR ALTERATIOND. USE GROUP: B BUSINESSE. OCCUPANT LOAD: (PER O.B.C. TABLE 1004.1.1 1 OCCUPANT PER 100 sf NET 994 sf/100 = 14

F. PARKING SPACES COUNT: NO ALTERATIONS FOR PARKINGG. CONSTRUCTION CLASS: TYPE IIIB CONSTRUCTIONH. WORK AREA LIMIT: PROJECT AREA: 994 SF STORIES: ONE

H. TYPE OF MECHANICAL: EXISTING SUSPENDED HVACI. STRUCTURAL LIVE LOAD 100 PSF UNIFORM L/L

ALL APPLICABLE CODES INCLUDING, BUT NOT LIMITED TO:2007 OHIO BUILDING CODE2007 OHIO MECHANICAL CODE2007 OHIO PLUMBING CODE2011 NATIONAL ELECTRICAL CODE2008 NFPA 101

2008 ENERGY STANDARDS2007 ADA GUIDELINES

SMK SMK

150'

FIRE PROTECTION LEGEND

LS- SMOKE WALL

LS- 1 HOUR FIRE SMOKE

LS- 1 HOUR WALL

LS- 2 HOUR WALL

LS- 3 HOUR WALL

HAZARDOUS AREA

1 A

SUITE(S)

AREA TAG

HAZARDOUS

AREA TAG

PATH OF EGRESS

EXIT

FEC DRY EXTINGUISHER

RATED DOOR WITH FIRE RATING IN

MINUTES

EXIT SIGN - CEILING MOUNTED

FIRE ALARM PULL STATION

LS- SUITE

FIRE EMERGENCY LIGHTS

FIRE ALARM SMOKE DETECTOR CEILING

MOUNTED

FIRE ALARM (VISUAL ONLY) FLASHING

STROBE LIGHT

FIRE ALARM SPEAKER WITH FLASHING STROBE F

F

EXIT SIGN - WALL MOUNTED

F

RH

INCANDESCENT SURFACE MOUNTED

EMERGENCY LIGHTING BATTERY

ALL DEVICES ARE EXIST. TO REMAIN

UNLESS NOTED OTHERWISE

F

AREA A AREA B-I

AREA B-II

BUILDING KEY PLAN PROJECT LOCATION

ISSUED

Date:

RIVERSIDE

ELEMENTARY

SCHOOL

Interior Alteration

Home Economics / Work Room

14601 MONTROSE AVENUE

CLEVELAND, OH 44111

216.838.0406 Hollie.Dellisanti@clevelandmetroschools.org

Scale: Sheet:

Consultant Project # Drawn by: Checked by:

BY DATE

Architect

Project Team:

CMSD Approval:

X Hollie Dellisanti, Executive Dir. of Arch. Services, Cap. Projects Date

DB WDB, II

UBIQUITOUS DESIGN, LTD.

ARCHITECTS

3443 LEE ROAD

SHAKER HEIGHTS, OHIO 44120

P 216.752.4444 F 216.752.5011 ARCATEK@UDLTD.COM

05.14.2025

PERMIT ISSUANCE WDB, II 05.14.2025

CLEVELAND

METROPOLITAN

SCHOOL DISTRICT

W. Daniel Bickerstaff, II License No. 12608 Expiration Date: December 31, 2025

LS1.0

LIFE SAFETY PLANLIFE SAFETY PLAN

SCALE:

LS1.0 3/32" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

W. DANIEL

AutoCAD SHX Text F

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text O

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AutoCAD SHX Text

BICKERSTAFF, II

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ALUMINUM

STEEL

GLAZING

(IN SECTION)

GLAZING

(IN ELEVATION)

GYPSUM BOARD,

PLASTER OR GROUT

BRICK

(COMMON OR FACE)

CONCRETE

MASONRY UNIT

(CMU)

CAST�IN�PLACE CONCRETE

BATT OR BLANKET

INSULATION

COMPRESSIBLE

SEALANT

RIGID INSULATION

PRECAST CONCRETE

STONE (CUT OR CAST)

WOOD (ROUGH

AND BLOCKING)

WOOD (FINISHED)

PLYWOOD

EARTH

POROUS FILL,

STONE OR GRAVEL

TERRAZZO

SECTION# 3/4" = 1'�0"

A#.##

A#.##

DRAWING NUMBER

DRAWING TITLE

DRAWING SCALE

DETAIL NUMBER

SHEET ON WHICH

DETAIL APPEARS

SECTION NUMBER

SHEET ON WHICH

SECTION APPEARS

A#.##

ELEVATION NUMBER

SHEET ON WHICH

ELEVATION APPEARS

01 LEVEL

100'�0"

01 LEVEL

100'�0"

LEVEL ELEVATION

LEVEL NAME

LINE NAME

LINE NAME

45°

45°

DOOR NUMBER

ROOM NAME

ROOM NUMBER

A

WINDOW TYPE

A101�A

EQUIPMENT TYPE

NOTE NUMBER

100'�0"

SPOT ELEVATION

100'�0"

SPECIFICATION

SECTION

DESCRIPTION

07 20 00

RIGID INSULATION

1. DRAWING IDENTIFICATION

2. DETAIL REFERENCE

3. SECTION REFERENCE

4. ELEVATION REFERENCE

5. NEW COLUMN CENTERLINE, GRID LINE

6. EXISTING COLUMN CENTERLINE, GRID LINE

7. NEW LEVEL LINE

8. EXISTING LEVEL LINE

9. NEW SPOT ELEVATION

10. EXISTING SPOT ELEVATION

11. TEST BORING LOCATION

12. NORTH ARROW

13. NEW DOOR

14. EXISTING DOOR, FRAME OR WALL TO REMAIN

15. EXISTING DOOR, FRAME OR WALL TO BE DEMOLISHED

16. ROOM TAG

17. PARTITION TAG

A1

PARTITION TYPE

18. WINDOW TAG

19. EQUIPMENT TAG

20. SHEET NOTE

21. KEYNOTE

22. BREAKLINE

23 CENTERLINE, LEVEL LINE

24. ITEMS ABOVE OR BEYOND, NOT IN CONTRACT (N.I.C.)

25. CONTRACT LIMIT LINE

26. PROPERTY LINE

27. NEW CONTOUR LINE

28. EXISTING CONTOUR LINE

29. CAMERA LOCATION FOR 3D PERSPECTIVES

#/A#.##

DETAIL NUMBER

SHEET ON WHICH DETAIL APPEARS

CAMERA LOCATION AND

DIRECTION FOR VIEW

LEVEL ELEVATION

LEVEL NAME

SPOT ELEVATION

ROOM NAME

INDICATES

SMOKE RATING

s x

GRID GROUP

1. IN MANY OF THE INTERIOR SPACES, THE ACTUAL DIMENSION

MAY BE LESS IMPORTANT THAN IF TWO ELEMENTS IN THE

BUILDING WERE TO BE EQUAL. IN THESE CASES, THE WORD

"EQUAL" (OR "EQ") IS USED IN LIEU OF THE ACTUAL DIMENSIONS.

2. WHEN A ROOM CENTERLINE IS INDICATED, ONLY ONE SIDE OF

THE ROOM'S ELEMENTS MAY BE DIMENSIONED.

3. COLUMN IDENTIFICATION: DETAILS WILL GOVERN ALL DIMENSIONS

AND NO DIMENSIONS WILL BE SHOWN ON SMALL SCALE PLANS.

4. PARTITIONS CENTERED ON COLUMN OR GRID LINES WILL NOT BE

DIMENSIONED ON SMALL SCALE PLANS BUT WILL BE DRAWN

ACCORDINGLY:

5. PARTITIONS WITH A FINISHED FACE FLUSH WITH A FINISHED FACE

OF COLUMN ENCLOSURE WILL NOT BE DIMENSIONED ON SMALL

SCALE PLANS BUT WILL BE DRAWN ACCORDINGLY:

6. FINISHED FACE OF PARTITION LOCATED ON GRID LINE WILL NOT

BE DIMENSIONED ON SMALL SCALE PLANS BUT WILL BE DRAWN

ACCORDINGLY:

7. CURVED WALLS TO BE LOCATED WITH RADIUS INDICATION:

8. SPECIFIC POINT LOCATIONS MAT BE IDENTIFIED BY AN "X�Y"

COORDINATE SYSTEM FROM A PLAN'S DIMENSIONAL START POINT:

9. LOCATIONS OF UNFRAMED OPENINGS IN PARTITIONS OR WALLS:

A. WHEN ONE JAMB OCCURS AT A COLUMN OR GRID LINE, NO

DIMENSIONS WILL BE SHOWN ON THE SMALL SCALE PLANS.

THE OPENING WIDTH WILL BE GOVERNED BY THE CRITERIA OR

SCHEDULES.

B. WHEN NEITHER JAMB OCCURS AT A COLUMN OR GRID LINE,

OR IS NOT GOVERNED BY THE STANDARD NOTE IN ITEM 9A,

ONE JAMB WILL BE DIMENSIONED.

10. DOOR LOCATION:

A. AS DIMENSIONED

B. ONE JAMB FACE LOCATED BY A PARTITION AT RIGHT ANGLE

TYPICAL UNLESS INDICATED ON PLAN. TYPICAL DIMENSION

TO BE 4" OFF WALL AS SHOWN IN "TYPICAL DETAILS" FOR

PARTITIONS AND WALLS.

11. PARTITIONS ARE DIMENSIONED TO FACE OF GYPSUM BOARD OR

FACE OF BLOCK UNLESS OTHERWISE NOTED. REFER TO

PARTITION TYPES FOR THICKNESS.

12. ALL DIMENSIONS ARE INDICATED IN THE DOCUMENTS. THE

DRAWINGS SHOULD NOT BE SCALED FOR DIMENSIONS.

13. PARTITIONS CENTERED ON WINDOW MULLIONS WILL NOT BE

DIMENSIONED ON SMALL SCALE PLANS BUT WILL BE DRAWN

ACCORDINGLY:

14. FOR OPENINGS IN CONCRETE MASONRY WALLS, THE

FOLLOWING DIAGRAM APPLIES:

15. MASONRY DIMENSIONS ARE NOMINAL DIMENSIONS FROM FACE

OF ONE UNIT TO FACE OF THE NEXT UNIT AND WILL BE DRAWN

ACCORDINGLY:

16. ALIGNMENT: ALIGN THE NEW FINISH SURFACE OF PARTITIONS

FLUSH TO EXISTING WALLS WHERE INDICATED ACCORDINGLY:

B

B

B

COLUMN CENTERLINE

PARTITION

COLUMN CENTERLINE

PARTITION

COLUMN CENTERLINE

PARTITION

R

0"

8"

DIMENSION

DI

ME

NS

IO

N

ALIGN

X

�Y

X

Y

DIMENSIONAL

START POINT

X=0; Y=0

A MINUS OR NEGATIVE SYMBOL

(�) DENOTES A LOCATION WEST

OR SOUTH OF THE DIMENSIONAL

START POINT.

MATERIAL LEGEND

DIMENSIONING AND BUILDING LAYOUT

SYMBOLS AND REFERENCES

1. THE WORK IS BASED ON A COMPLETE SET OF CONTRACT DOCUMENTS. CONTRACTORS ARE RESPONSIBLE TO COORDINATE INFORMATION CONTAINED IN SITE, ARCHITECTURAL, STRUCTURAL, FIRE SUPPRESSION, PLUMBING, HVAC, ELECTRICAL, TECHNOLOGY, CIVIL, LANDSCAPE DRAWINGS AND REFERENCE DRAWINGS, SPECIFICATIONS AND PROJECT MANUAL.

2. REFER TO OTHER SHEETS, DRAWINGS AND SCHEDULES FOR ADDITIONAL NOTES.

3. DRAWINGS ARE DIAGRAMMATIC REPRESENTATIONS OF DESIGN INTENT. DO NOT SCALE DRAWINGS TO DETERMINE DIMENSIONS. SIZES, LOCATIONS AND DETAILING

SHALL BE AS REQUIRED BY THE INTENT OF THE CONTRACT DOCUMENTS. CONTRACTORS ARE RESPONSIBLE TO VERIFY EXISTING CONDITIONS AND COORDINATE ALL

WORK WITH ACTUAL FIELD CONDITIONS.

4. REPRESENTATIONS OF EQUIPMENT, FURNISHINGS, ETC. ARE DIAGRAMMATIC. CONTRACTOR SHALL COORDINATE ACTUAL SIZES WITH INTENDED LOCATIONS AND VERIFY FIT AND CLEARANCES. CONTRACTOR SHALL ADVISE ARCHITECT OF ANY DISCREPANCIES.

5. TYPICAL SECTIONS AND PLAN DETAILS APPLY TO SIMILAR CONDITIONS THAT MAY NOT BE SPECIFICALLY DRAWN.

6. FIRST FLOOR GRADE ELEVATION IS DESIGNATED ON ARCHITECTURAL DRAWINGS AS 0'�0". REFER TO SITE DRAWINGS FOR REFERENCE GRADE.

7. ABBREVIATION SYSTEM IDENTIFICATION: SEE BELOW FOR ALL ABBREVIATIONS, IDENTIFICATIONS AND DESCRIPTIONS.

8. "TAGS" ARE ABBREVIATIONS FOLLOWED BY A DASH AND A NUMBER (TAG�#). TAGS INDICATE A SPECIFIC FINISH, MATERIAL OR PRODUCT IDENTIFIED ON THE "FINISH, MATERIAL & PRODUCT LEGEND."

9. THE KEYNOTING SYSTEM CORRELATES THE DRAWINGS TO THE SPECIFICATIONS. THE KEYNOTE SYSTEM IS NOT INTENDED TO COMPLETELY DEFINE OR DELINEATE

WORK PROCESS OR SCOPE FOR INDIVIDUAL CONTRACTORS / SUBCONTRACTORS.

10.KEYNOTES BEGIN WITH A SPECIFICATION SECTION FOLLOWED BY A PERIOD AND A LETTER. THE LETTER IS FOR INTERNAL USE AND IS TO BE DISREGARDED BY THE

CONTRACTOR.

11.THIS SHEET INCLUDES TYPICAL REFERENCES, GRAPHICS, ETC. THAT MAY BE (BUT ARE NOT NECESSARILY) FOUND THROUGHOUT THE CONTRACT DOCUMENTS.

ABBREVIATIONS

DRAWING SET / ARCHITECTURAL GENERAL NOTES

A/C air conditioning AB air barrier ACF access flooring ACM aluminum composite material panel system ACOUS acoustic(cal) ACT acoustical panel ceiling assembly / acoustical ceiling tile assembly AD area drain ADH adhesive ADJ adjacent ADJ adjustable AESS architecturally exposed structural steel AFF above finish floor AHU air handling unit AL aluminum ALT alternate ALUM aluminum ANOD anodized ARCH Architect(ural) ATCS acoustical tile ceilings AUTO automatic

B.O.S. Bottom of Steel B/O bottom of BLDG building BR bumper rail BRF brick flooring BSMT basement BUR built up roofing

CAB cabinet CAR sheet carpet CB catch basin CBD chalkboard CC cubicle curtain track system CG corner guard CJ control joint CL center line CLG ceiling CMU concrete masonry unit COL column CONC concrete CONST construction CONT continuous or continue COORD coordinate CPT carpet tile CR crash rail CS concrete sealer CSM cast stone masonry CT ceramic tile CTC cementitious coatings CTW combination towel dispenser, waste receptacle CUH cabinet unit heater CWP cement waterproofing, polymer modified

DCS diaper changing station DEFS direct�applied exterior finish system DEMO demolish, demolition DET detail DF drinking fountain DIA diameter DIAG diagonal DIM dimension DIV division DR door DS downspout DWG drawing

E east EC elastomeric coatings EF exhaust fan EFG entrance floor grille EFM entrance floor mat EJ expansion joint EJC expansion joint cover EL elevation ELEC electric(al) ELEV elevator cab EMBD electronic markerboard EMER emergency EQ equal EQUIP equipment ERC epoxy resin countertop ES exposed structure ETR existing to remain EWC electric water cooler EXH exhaust EXIST existing EXP exposed EXT exterior

FA fire alarm FAB fabric FABC fabric ceiling system FB face brick FD floor drain FEC fire extinguisher cabinet FEX fire extinguisher FFE Furniture, Fixtures and Equipment FIN finish(ed) FLG flashing FLUOR fluorescent FM framed mirror FND foundation FRG fire�protection�rated glazing FRP fiberglass reinforced plastic panel FSM formed sheet metal, flashing and trim FSS folding shower seat FT foot or feet FTD facial tissue dispenser FTG footing FVC fire valve cabinet for fire department hose connection

GALV galvanized GB grade beam GB grab bar GFRC glass�fiber�reinforced concrete GFRP glass�fiber�reinforced plaster GMU glass masonry unit, glass block GYP BD gypsum board

HB hose bibb HD hand dryer, electric HDWR hardware HGT Height HLB horizontal louver blinds HM hollow metal HOR horizontal HP high point HPC high performance coating HR handrail HSKG housekeeping HTG heating HVAC heating, ventilating, and air conditioning HWH hot water heater

ID inside diameter IG insulating glass unit IMF intumescent mastic fireproofing INCL include(d), (ing) INSUL insulate(d), (ion) INT interior IP intumescent paint

JAN janitor JS joint sealant

KO knockout KS knee space

L length LAB laboratory LAV lavatory LDG leaded glass, for radiation protection LG laminated glass LH left hand LIN linear or lineal LKR locker LLV long leg vertical LNLM linoleum flooring LP low point LT light LVR louver(s)

M men MACH machine MAS masonry MAX maximum MB metal base MBD markerboard MBH mop and broom holder MC medicine cabinet MCF multi�colored finish MECH mechanic(al) MED medicine MFR manufacture(r) MH manhole MIN minimum MISC miscellaneous MO masonry opening MOR mortar MRP metal roof panels MT metal MTC metal ceiling system MTD mounted MTL metal locker MWP metal wall panel

N north NIC not in contract NO number NOM nominal NRC noise reduction coefficient NTS not to scale

OPH opposite hand OPNG opening OPP opposite OVHD overhead

PC precast architectural concrete PCF pounds per cubic foot PCS partition mounted child seat PERF perforate(d) PERIM perimeter PL property line or plate PLAM plastic laminate PLAS plaster PLBG plumbing PLG plastic glazing PLYWD plywood PNT paint(ed) PREFABprefabricate(d) PS purse shelf PSF pounds per square foot PSI pounds per square inch PT point PTD paper towel dispenser PTN partition PTR paper towel receptacle PVC polyvinyl chloride PVMT pavement

R riser R radius RA return air RB resilient base (vinyl or rubber) RCP Reflected Ceiling Plan RD roof drain REF reference REF refrigerator REQ�D required REV reveal REV revision(s), revised REX remove existing RF resinous flooring RH robe hook RH right hand RM room RO rough opening ROW right of way RSA resilient stair accessories RSF resilient sheet flooring RTF resilient tile flooring RWS roller window shade

S south SBR support bracket (for countertops) SCD seat cover dispenser SCHED schedule SCR shower curtain rod SCRF static control resilient flooring SD storm drain SD soap dish SDR soap dispenser SECT section SFRM spray�applied fire resistive material SG security glazing SHT sheet SIM similar SND sanitary napkin disposal receptacle SNV sanitary napkin vendor SPEC specification(s) SQ square SS stainless steel SSM solid surface material SSV solid sheet vinyl ST stone STD standard STF stone flooring STL steel STRUC structural STT stone tile SWE swimsuit water extractor SWP sheet wall protection SYM symmetry(ical) SYS system

T tread T&G tongue and groove T.O.C. top of curb T.O.M. top of masonry T.O.S. top of steel T/O top of TB towel bar TBD tackboard TC toilet compartment TEL telephone TERR terrazzo (portland cement or resinous matrix) TG tempered glass TOIL toilet, or toilet room TR towel ring TRFC traffic coating TRK towel rack TS transition strip TTD toilet tissue dispenser TV television TYP typical

UCR under cabinet refrigerator UH unit heater UNO unless noted otherwise US utility shelf

VB vapor barrier VCT vinyl composition tile VERT vertical VIF verify in field VLB vertical louver blinds VR vapor retarder VT solid vinyl floor tile W west W women W/ with W/O without WAF wood athletic flooring WC wall covering WC water closet WD wood (transparent finish) WDC wood ceiling WDF wood flooring WP Work Point WR waste receptacle WWF welded wire fabric

ISSUED

Date:

RIVERSIDE

ELEMENTARY

SCHOOL

Interior Alteration

Home Economics / Work Room

14601 MONTROSE AVENUE

CLEVELAND, OH 44111

216.838.0406 Hollie.Dellisanti@clevelandmetroschools.org

Scale: Sheet:

Consultant Project # Drawn by: Checked by:

BY DATE

Architect

Project Team:

CMSD Approval:

X Hollie Dellisanti, Executive Dir. of Arch. Services, Cap. Projects Date

DB WDB, II

UBIQUITOUS DESIGN, LTD.

ARCHITECTS

3443 LEE ROAD

SHAKER HEIGHTS, OHIO 44120

P 216.752.4444 F 216.752.5011 ARCATEK@UDLTD.COM

05.14.2025

PERMIT ISSUANCE WDB, II 05.14.2025

CLEVELAND

METROPOLITAN

SCHOOL DISTRICT

W. Daniel Bickerstaff, II License No. 12608 Expiration Date: December 31, 2025

GN1.0

GENERAL NOTES

AND LEGENDS

AutoCAD SHX Text

W. DANIEL

AutoCAD SHX Text F

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text O

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text H

AutoCAD SHX Text O

AutoCAD SHX Text O

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text 12608

AutoCAD SHX Text

BICKERSTAFF, II

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text C

AutoCAD SHX Text H

AutoCAD SHX Text C

AutoCAD SHX Text I

TBSCRSCDHDRHDCSSDPSFMSDRPTDSNVSNDTTDCTW

EWC

URINALWALL MTD

LAVATORY

ELEVATION BELEVATION A

ELEVATION BELEVATION A

TOILET ROOM ACCESSORIES

NOTES

1. UPON A CONFLICT IN HEIGHTS

OR LOCATIONS OF

ACCESSORIES BETWEEN

ARCHITECTURAL DRAWINGS

AND OTHERS CONSULT THE

ARCHITECT BEFORE FINAL

LOCATION IS DETERMINED.

2. PROVIDE BLOCKING AND

ATTACHMENT REINFORCING AT

ALL WALL MOUNTED DEVICES.

3. THIS SHEET INCLUDES TYPICAL

SYMBOLS, REFERENCES,

GRAPHICS, ETC. THAT MAY BE

(BUT NOT NECESSARILY)

FOUND IN THE PROJECT.

PLUMBING FIXTURESADA TOILET STALL

MECHANICAL / ELECTRICAL DEVICESSTANDARD TOILET STALL

" M

AX

"48

" T

O

LA

TC

H

" M

AX

RE

FL

EC

T

IV

E

" T

O48

" M

AX

6" MAX. 8" MIN.

9" M

IN

" M

IN

ST

AN

DA

RD

AD

A)

17" MIN.

19" MAX.

TOP OF

SPOUT

MOP BASIN

SERVICE

FAUCET AND

CONTROLS

MBH

US

"66

"2'+ 0"

(S

TA

ND

AR

D)

" E

LO

NG

AT

ED

(A

DA

" M

AX

"8"

4"

1 1/2" HANDRAIL OR

BUMPER GUARD

BUMPER

RAIL

HANDRAIL /

GUARDRAIL

DOOR FRAME

OR CORNER

GUARD

2"

PLAN

ELECTRIC, TELEPHONE OR

DATA OUTLET WHERE NO

CASEWORK OCCURS

BASE

CABINET

WALL

CABINET

BA

CK

SP

LA

SH

8"

A

BO

VE

LIGHT

SWITCH

TO

C

ON

T

RO

L

MEDICAL GAS

SHUT OFF

VALVES

MEDICAL GAS

ALARM PANEL

AUDIO VISUAL

FIRE ALARM

FIRE ALARM PULL

STATION, GENERALLY

LOCATE UNDER A/V ALARM

TO

H

AN

D

LE

" M

AX

FIRE DEPT. VALVE

IN RECESSED

CABINET

FIRE EXTINGUISHER

IN RECESSED

CABINET

FIRE

EXTINGUISHER

WALL HUNG

SE

AT

" T

O

" T

O

TO

P

9"

GB+42

TTD

TYP. TOILET

PARTITION60"

GB+36

TTD

9"

TYP. TOILET

PARTITION

SNDTTDTTD

SEE PLAN

36" MIN.

" M

IN

LINE OF

WALL

4" MAX.36"

6" MAX. 36"

" M

AX

" M

IN

" M

IN

60" CLEAR

GB+36

GB+42 33

TOP OF TABLE

CONT. CLEAR

BELOW GRAB BAR

FLUSH HANDLE @

WIDE PART OF STALL

18"

EQ EQ

TO

H

AN

D

LE

" M

AX

TO

H

AN

D

LE

" M

AX

TO

H

AN

D

LE

" M

AX

TO

LA

TC

H

" M

AX

8"8"

SU

RF

AC

E

THERMOSTAT

WALL MTD.

PHONE JACK

40" GB+18

1+ 1/2

" M

IN

ADA OBSTRUCTED REACH LIMITS

" M

AX

>20"+25" MAX

" M

AX

20" MAX

CONTROL JOINTS

MASONRY COURSING

PATTERN TYPICAL

BASE MATERIAL

MAY OCCUR

TOOL JOINTS FLUSH TO

HEIGHT OF BASE A.F.F.

4" MIN.

DOOR

OPENING

NOTE: AT EACH JAMB FOR REINF. CONC. BLOCK LINTELS OR WHERE

STEEL LINTELS OCCUR. CONTROL JOINTS SHALL EXTEND UP VERTICALLY

FLUSH WITH DOOR FRAME (STEEL LINTELS SHALL BE CONT.)

SCHEDULED BASE

HOLLOW METAL

FRAME.

DOOR

OPENING

METAL STUDS

COPED TO FIT

UNDERSIDE OF

STRUCTURE

CONTINUOUS STUD

TRACK

METAL STUDS TYPICAL

CONTINUOUS CHANNEL

REINFORCING (FLAT STRAPPING

3" W. x20 GA. BOTH SIDES WHERE

INTERRUPTED BY VERTICAL

PIPING, CONDUIT, ETC.)

MIDPOINT AT

DOOR OPENING

DOUBLE STUDS AT JAMB

OPENING 20 GA. MIN; 18 GA.

AT OPENING OVER 3'+0"

CONTINUOUS STUD TRACK

CHANNEL STUD FRAMING/

REINFORCING AS REQUIRED

AT WALL MOUNTED DEVICES

GYPSUM BOARD

CONTROL JOINT

MAXIMUM SPACING OF CONTROL JOINTS IN GYPSUM BOARD ASSEMBLIES

CONSTRUCTION & MAX. SINGLE MAX. SINGLE

LOCATION DIMENSION AREA

INTERIOR PARTITION 30 FT ++

INTERIOR CEILING

W/O PERIMETER RELIEF 30 FT 900 SF

INTERIOR CEILING

W/ PERIMETER RELIEF 50 FT 2500 SF

EXTERIOR CEILING 30 FT 900 SF

8'+ 0"

M

AX

FLOOR OR ROOF DECK

DEFLECTION TRACK

5/8" TYPE 'X' GYPSUM BOARD;

SEE PARTITION TYPE

METAL STUDS; SEE PARTITION TYPE

INSULATION; SEE PARTITION TYPE

Z+CLIP WHERE REQUIRED FOR

ANCHORAGE TO FLUTED DECK

SEALANT

JO

IN

T W

ID

TH

JO

IN

T W

ID

TH

JOINT WIDTH: d 1"

COMPRESSION: 100%

DEFLECTION: d 1"

DEFLECTION CRITERIA

FLOOR

5/8" TYPE 'X' GYPSUM BOARD;

SEE PARTITION TYPE

METAL STUDS; SEE PARTITION TYPE

INSULATION; SEE PARTITION TYPE

SCHEDULED BASE

ACOUSTIC SEALANT; FIRE RATED

WHERE REQUIRED BY U.L. DESIGN

FLOOR OR ROOF DECK

FIRESTOPPING SEALANT

FIRE RATED DEFLECTION TRACK

5/8" TYPE 'X' GYPSUM BOARD;

SEE PARTITION TYPE

METAL STUDS; SEE PARTITION TYPE

U.L. SYSTEM # HW+D+0060 1, 2 & 3 HOUR FIRE

RATED PARTITION CONFIGURATION A

MINERAL WOOL BATT INSULATION

INSULATION; SEE PARTITION TYPE

FLOOR OR ROOF DECK BEYOND

JO

IN

T W

ID

TH

JO

IN

T W

ID

TH

FLOOR OR ROOF DECK

FIRESTOPPING SEALANT

5/8" TYPE 'X' GYPSUM BOARD;

SEE PARTITION TYPE

WALL ELEVATION

JOINT WIDTH: d 1"

COMPRESSION: 100%

DEFLECTION: d 1"

DEFLECTION CRITERIA

FLOOR OR ROOF DECK

FIRESTOPPING SEALANT

FIRE RATED DEFLECTION TRACK

5/8" TYPE 'X' GYPSUM BOARD;

SEE PARTITION TYPE

METAL STUDS; SEE PARTITION TYPE

U.L. SYSTEM # HW+D+0060 1, 2 & 3 HOUR FIRE

RATED PARTITION CONFIGURATION B

Z+CLIP

INSULATION; SEE PARTITION TYPE

JO

IN

T W

ID

TH

JO

IN

T W

ID

TH

JOINT WIDTH: d 1"

COMPRESSION: 100%

DEFLECTION: d 1"

DEFLECTION CRITERIA

FLOOR OR ROOF DECK

FIRESTOPPING SEALANT

FIRE RATED DEFLECTION TRACK

5/8" TYPE 'X' GYPSUM BOARD;

SEE PARTITION TYPE

METAL STUDS; SEE PARTITION TYPE

U.L. SYSTEM # HW+D+0060 1, 2 & 3 HOUR FIRE

RATED PARTITION CONFIGURATION C

INSULATION; SEE PARTITION TYPE

JO

IN

T W

ID

TH

JO

IN

T W

ID

TH

JOINT WIDTH: d 1"

COMPRESSION: 100%

DEFLECTION: d 1"

DEFLECTION CRITERIA

6"

4"

DOOR FRAME

DOOR LEAF

NOTE: GYPSUM BOARD PARTITION SHOWN;

SIMILAR FOR OTHER PARTITION TYPES

JOINT SEALANT

(DELETE MORTAR

IN JOINT)

CMU

'+0

MA

X

UN

O

SASH BLOCK

BACKER ROD

AND SEALANT

B C

A

WALL MATERIAL

VARIES

BACKER ROD

SEALANT

NOTE:

SEE SPECIFICATIONS FOR

SEALANT TYPE AND OTHER

REQUIREMENTS

JOINT DIMENSIONS (TYP.)

A B C

3/8" 1/8" 1/4"

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

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

3/4" 1/8" 3/8"

7/8" 1/8" 3/8"

1" 1/8" 3/8"

WALL MATERIAL

VARIES

SPECIFIED

SEALANT

LESS THAN 1/4"

SEALANT BEAD; NON+

COMPATIBLE WITH

SPECIFIED SEALANT

1/2" MAX.

3 1/128"

7/8"

3 5 /8"

1/2" MAX.

7/8"

3 5 /8"

1 7/8"

3 1/8"

157/256"

1/2" MAX.

3 5 /8"

157/256"

1 7/8"

3 1/8"

3 5 /8"

ONE/TWO+HOUR RATED ALTERNATE ASSEMBLY

5/8" GYPSUM BOARD

(1 LAYER EA. SIDE FOR 1

HR. PARTITION

2 LAYERS EA. SIDE FOR 2

HR. PARTITION)

ZINC CONTROL JOINT

JOINT NO. 093 (BOTH SIDES)

METAL STUD

MINERAL WOOL

ZINC CONTROL JOINT

JOINT NO. 093 (BOTH SIDES)

METAL STUDS

5/8" GYPSUM BOARD

ZINC CONTROL JOINT

JOINT NO. 093 (BOTH SIDES)

METAL STUDS

5/8" GYPSUM BOARD

JOINT COMPOUND

AND TAPE

METAL STUDS

CONTROL JOINT

TWO+HOUR RATED PARTITION

WHI+651+0318.1

ONE+HOUR RATED PARTITION

FACTORY MUTUAL #W1B + 1 HR.

WHI+647+3024

NON RATED PARTITION

FLOOR OR ROOF DECK

FIRESTOPPING SEALANT (SPRAY APPLIED)

DEFLECTION TRACK

5/8" TYPE 'X' GYPSUM BOARD;

SEE PARTITION TYPE

METAL STUDS; SEE PARTITION TYPE

U.L. SYSTEM # HW+D+0043

1, 2, 3 & 4 HOUR FIRE RATED PARTITION

MINERAL WOOL BATT INSULATION

INSULATION; SEE PARTITION TYPE

FLOOR OR ROOF DECK BEYOND

1/2 " M

IN

3/4

" M

AX

JO

IN

T W

ID

TH

1/2" MIN

FLOOR OR ROOF DECK

FIRESTOPPING SEALANT

5/8" TYPE 'X' GYPSUM BOARD;

SEE PARTITION TYPE

WALL ELEVATION1/2

" O

VE

RL

AP

M

IN

1 HR & 2 HR

JOINT WIDTH: d 1+1/2"

COMPRESSION: 50%

DEFLECTION: d 3/4"

JOINT WIDTH: d 2+1/2"

COMPRESSION: 40%

DEFLECTION: d 1"

3 HR & 4 HR

JOINT WIDTH: d 1"

COMPRESSION: 50%

DEFLECTION: d 1/2"

DEFLECTION CRITERIA

FIRESTOPPING SEALANT

DEFLECTION TRACK

5/8" TYPE 'X' GYPSUM BOARD;

SEE PARTITION TYPE

METAL STUDS; SEE PARTITION TYPE

INSULATION; SEE PARTITION TYPE

FLOOR OR ROOF DECK BEYOND

1/2

1/2 " M

IN

3/4

" M

AX

FLOOR OR ROOF DECK

FLOOR OR ROOF DECK

FIRESTOPPING SEALANT

5/8" TYPE 'X' GYPSUM BOARD;

SEE PARTITION TYPE

WALL ELEVATION

U.L. SYSTEM # HW+D+0103

1 & 2 HOUR FIRE RATED PARTITION

JOINT WIDTH: d 3/4"

COMPRESSION: 25%

DEFLECTION: d 3/16"

JO

IN

T W

ID

TH

1/2" MIN.

JO

IN

T W

ID

TH

DEFLECTION CRITERIA

FLOOR OR ROOF DECK

FIRESTOPPING SEALANT

DEFLECTION TRACK

5/8" TYPE 'X' GYPSUM BOARD;

SEE PARTITION TYPE

METAL STUDS; SEE PARTITION TYPE

Z+CLIP

INSULATION; SEE PARTITION TYPE

1/2 " M

IN

3/4

" M

AX

U.L. SYSTEM # HW+D+0103

1 & 2 HOUR FIRE RATED PARTITION

JO

IN

T W

ID

TH

1/2" MIN.

1/2

JOINT WIDTH: d 3/4"

COMPRESSION: 25%

DEFLECTION: d 3/16"

DEFLECTION CRITERIA

FLOOR OR ROOF DECK

FIRESTOPPING SEALANT

DEFLECTION TRACK

5/8" TYPE 'X' GYPSUM BOARD;

SEE PARTITION TYPE

METAL STUDS; SEE PARTITION TYPE

U.L. SYSTEM # HW+D+0103

1 & 2 HOUR FIRE RATED PARTITION

INSULATION; SEE PARTITION TYPE

1/2 " M

IN

3/4

" M

AX

JO

IN

T W

ID

TH

1/2

1/2" MIN.

JOINT WIDTH: d 3/4"

COMPRESSION: 25%

DEFLECTION: d 3/16"

DEFLECTION CRITERIA

FLOOR OR ROOF DECK

DEFLECTION TRACK

5/8" TYPE 'X' GYPSUM BOARD;

SEE PARTITION TYPE

METAL STUDS; SEE PARTITION TYPE

INSULATION; SEE PARTITION TYPE

Z+CLIP WHERE REQUIRED FOR

ANCHORAGE TO FLUTED DECK

SEALANT

1/2 " M

IN

3/4

" M

AX 1/2

JO

IN

T W

ID

TH

JOINT WIDTH: d 3/4"

COMPRESSION: 25%

DEFLECTION: d 3/16"

DEFLECTION CRITERIA

U.L. SYSTEM # I501 1 HOUR FIRE RATED ASSEMBLY

5/8" GYPSUM BOARD

(3 LAYERS)

6" PERIMETER CHANNEL

6" METAL STUD

4" STEEL STRAP AT

CENTERLINE OF SPAN

END CONDITION

FINISHED SIDE

CONCEALED SIDE

U.L. SYSTEM # I502 2 HOUR FIRE RATED ASSEMBLY

5/8" GYPSUM BOARD

(3 LAYERS)

6" PERIMETER CHANNEL

6" METAL STUD

4" STEEL STRAP AT

CENTERLINE OF SPAN

END CONDITION

FINISHED SIDE

CONCEALED SIDE 1+1/2" MINERAL WOOL BATTS

(2 LAYERS). MECHANICALLY

ATTACH FOR SYSTEM B

GENERAL NOTES

TYPICAL MOUNTING HEIGHTS

UNLESS NOTED OTHERWISE

PARTITION AND WALL DETAILS

UNLESS NOTED OTHERWISE

1/4" = 1'+0"5 DOOR OPENING MASONRY CJ. ELEV.

1/4" = 1'+0"4 TYPICAL DETAIL AT GYPSUM BOARD INTERIOR PARTITION

3" = 1'+0"9 NON RATED FRAMING ANCHORAGE

3" = 1'+0"1 RATED & NON RATED FRAMING ANCHORAGE

3" = 1'+0"6 RATED FRAMING ANCHORAGE + PERPENDICULAR TO FLUTED DECK

3" = 1'+0"7 RATED FRAMING ANCHORAGE + PARALLEL TO FLUTED DECK

3" = 1'+0"8 RATED FRAMING ANCHORAGE + FLAT DECK

1 1/2" = 1'+0"2 TYP. FRAME LOCATION

1 1/2" = 1'+0"10 TYPICAL INTERIOR MASONRY CTRL. JT.

12" = 1'+0"3 TYPICAL SEALANT DETAIL

3" = 1'+0"11 TYPICAL GYPSUM BOARD CONTROL JOINTS

(FOR DEFLECTION CRITERIAS d 1")

3" = 1'+0"16 RATED FRAMING ANCHORAGE + PERPENDICULAR TO FLUTED DECK + ALTERNATIVE

3" = 1'+0"12 RATED FRAMING ANCHORAGE + PERPENDICULAR TO FLUTED DECK

3" = 1'+0"13 RATED FRAMING ANCHORAGE + PARALLEL TO FLUTED DECK

3" = 1'+0"14 RATED FRAMING ANCHORAGE + FLAT DECK

3" = 1'+0"15 NON RATED FRAMING ANCHORAGE

(FOR DEFLECTION CRITERIAS d 1") (FOR DEFLECTION CRITERIAS d 1") (FOR DEFLECTION CRITERIAS d 1")

(FOR DEFLECTION CRITERIAS d 3/16") (FOR DEFLECTION CRITERIAS d 3/16") (FOR DEFLECTION CRITERIAS d 3/16") (FOR DEFLECTION CRITERIAS d 3/16")

(FOR DEFLECTION CRITERIAS d 1") 3" = 1'+0"18 RATED ASSEMBLY FOR HORIZONTAL APPLICATIONS

3" = 1'+0"17 RATED ASSEMBLY FOR HORIZONTAL APPLICATIONS

ISSUED

Date:

RIVERSIDE

ELEMENTARY

SCHOOL

Interior Alteration

Home Economics / Work Room

14601 MONTROSE AVENUE

CLEVELAND, OH 44111

216.838.0406 Hollie.Dellisanti@clevelandmetroschools.org

Scale: Sheet:

Consultant Project # Drawn by: Checked by:

BY DATE

Architect

Project Team:

CMSD Approval:

X Hollie Dellisanti, Executive Dir. of Arch. Services, Cap. Projects Date

DB WDB, II

UBIQUITOUS DESIGN, LTD.

ARCHITECTS

3443 LEE ROAD

SHAKER HEIGHTS, OHIO 44120

P 216.752.4444 F 216.752.5011 ARCATEK@UDLTD.COM

05.14.2025

PERMIT ISSUANCE WDB, II 05.14.2025

CLEVELAND

METROPOLITAN

SCHOOL DISTRICT

W. Daniel Bickerstaff, II License No. 12608 Expiration Date: December 31, 2025

GN2.0

TYPICAL

DETAILS

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W. DANIEL

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AutoCAD SHX Text 12608

AutoCAD SHX Text

BICKERSTAFF, II

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AREA A AREA B-I

AREA B-II

BUILDING KEY PLAN PROJECT LOCATION

EXIST.

HOME ECON.

WORK AREA

S.S.

S

Range

S

W D

EXIST.

HOME ECON.

WORK AREA

S

S EX. LT.

8'-8"

CLG. HT.

EX. LT.

Ref.

EX. SA

EXIST.

HOME ECON.

WORK AREA

S

Range

Sink

Ref.

Stacked W & D

24" 51"

74"

+34"

+30"

+30"

+30"

+34"

A4.0

'-0

13'-3"

EXIST.

HOME ECON.

WORK AREA

S

EX. LT.

8'-8"

CLG. HT.

EX. LT.

6' -4

2'

-8

2' -0

3'

-0

3' -0

7'

-9

2' -6

EX. SA

42" AFF

GFCI

36" AFF

GFCI

S S

1 C 1 C 1

8 9

72" AFF

GFCI

36" AFF

GFCI 36" AFF

GFCI

42" AFF

GFCI

EF

ISSUED

Date:

RIVERSIDE

ELEMENTARY

SCHOOL

Interior Alteration

Home Economics / Work Room

14601 MONTROSE AVENUE

CLEVELAND, OH 44111

216.838.0406 Hollie.Dellisanti@clevelandmetroschools.org

Scale: Sheet:

Consultant Project # Drawn by: Checked by:

BY DATE

Architect

Project Team:

CMSD Approval:

X Hollie Dellisanti, Executive Dir. of Arch. Services, Cap. Projects Date

DB WDB, II

UBIQUITOUS DESIGN, LTD.

ARCHITECTS

3443 LEE ROAD

SHAKER HEIGHTS, OHIO 44120

P 216.752.4444 F 216.752.5011 ARCATEK@UDLTD.COM

05.14.2025

PERMIT ISSUANCE WDB, II 05.14.2025

CLEVELAND

METROPOLITAN

SCHOOL DISTRICT

W. Daniel Bickerstaff, II License No. 12608 Expiration Date: December 31, 2025

A1.0

DEMO AND

PROPOSED

PLANS

DEMOLITION GENERAL NOTES:

1. SEE FLOOR PLAN GENERAL NOTES ON SHEET A1.1 FOR DESCRIPTION OF REFERENCE

"ORTHO LINE".

2. DEMOLITION PLAN SHOWS APPROXIMATE LAYOUT OF EXISTING BUILDING AND IS NOT

INTENDED TO REPRESENT "AS-BUILT" CONDITIONS. CONTRACTOR SHALL VISIT THE SITE

AND OTHERWISE BECOME FAMILIAR WITH ACTUAL CONDITIONS WHEN BIDDING THE

WORK. PRIOR TO STARTING OF WORK, CONTRACTOR SHALL VERIFY EXISTING

CONDITIONS, DIMENSIONS AND SIZES, ETC. OR ITEMS NOT INDICATED ON DRAWINGS,

THAT MAY REQUIRE DEMOLITION BUT NOT DESCRIBED OR SHOWN.

3. EXISTING FIRE ALARM OR SPRINKLER MONITORING SYSTEM: MAINTAIN EXISTING

SYSTEM IN SERVICE UNTIL NEW SYSTEM IS ACCEPTED. DISABLE SYSTEM ONLY TO MAKE

SWITCHOVERS AND CONNECTIONS. NOTIFY AND OBTAIN PERMISSION FROM LANDLORD

AND LOCAL FIRE SERVICE IN ADVANCE IN ACCORDANCE WITH AHJ REQUIREMENTS

BEFORE PARTIALLY OR COMPLETELY DISABLING SYSTEM. MINIMIZE OUTAGE DURATION.

MAKE TEMPORARY CONNECTIONS TO MAINTAIN SERVICE IN AREA ADJACENT TO WORK

AREA.

4. PRIOR TO ANY DEMOLITION WORK, CONTRACTOR MUST FIELD VERIFY ALL EXISTING

MECHANICAL, PLUMBING AND ELECTRICAL WORK LOCATED IN THE TENANT SPACE.

5. WALLS, PARTITIONS, DOORS, FRAMES, AND OTHER ITEMS TO BE REMOVED ARE SHOWN

DASHED. SERVICES WITHIN WALLS AND PARTITIONS SHALL ALSO BE REMOVED. REPAIR

AND PATCH EXISTING WALLS SHOWN TO REMAIN WHERE INTERSECTING WALLS, DOORS,

FRAMES, ETC. ARE SHOWN TO BE REMOVED AND WHERE EXISTING CONSTRUCTION WILL

NOW BE EXPOSED IN THE NEW CONSTRUCTION.

6. EXISTING CONSTRUCTION SHOWN TO REMAIN SHALL BE PROTECTED DURING

DEMOLITION. DAMAGE TO EXISTING CONSTRUCTION SHOWN TO REMAIN SHALL BE

RESTORED TO MATCH PRE-DAMAGED CONDITION. ALL DAMAGED EXISTING STRUCTURAL

FIREPROOFING MATERIAL IS TO BE PATCHED/REPAIRED AS REQUIRED.

7. REMOVE ALL EXISTING OBSOLETE MISCELLANEOUS NON-LOADBEARING ITEMS IN

THEIR ENTIRETY THROUGHOUT TENANT SPACE, PARTICULARLY WHERE EXISTING ITEMS

WILL INTERFERE WITH THE INSTALLATION OF NEW CONSTRUCTION, OR WHERE EXISTING

ITEMS WILL BE EXPOSED IN THE NEW CONSTRUCTION, UNLESS SPECIFICALLY SHOWN

ELSEWHERE IN THE CONTRACT DOCUMENTS TO REMAIN. REPAIR AND PATCH ALL

SURFACES TO REMAIN, WITH MATERIALS MATCHING EXISTING CONSTRUCTION.

COORDINATE WITH NEW CONSTRUCTION.

8. REMOVE ALL EXISTING OBSOLETE PLUMBING, MECHANICAL, AND ELECTRICAL

EQUIPMENT IN THEIR ENTIRETY THROUGHOUT TENANT SPACE PARTICULARLY WHERE

EXISTING ITEMS WILL INTERFERE WITH THE INSTALLATION OF NEW CONSTRUCTION, OR

WHERE EXISTING ITEMS WILL BE EXPOSED IN THE NEW CONSTRUCTION, UNLESS

SPECIFICALLY SHOWN ELSEWHERE IN THE CONTRACT DOCUMENTS TO REMAIN.

COORDINATE WITH NEW CONSTRUCTION.

9. IN ALL AREAS WHERE DEMOLITION CAUSES UNEVENNESS AND/OR VOIDS IN THE

FLOORS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND FLOOR

LEVELING TO LEVEL FLOOR WITH ADJACENT SURFACES. FLOOR LEVELING MATERIAL

SHALL BE COMPATIBLE WITH NEW FLOOR FINISH MATERIALS.

10. IN ALL AREAS WHERE DEMOLITION CAUSES UNEVENNESS AND/OR VOIDS IN GYPSUM

BOARD WALLS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND LEVELING

THE THE WALL WITH ADJACENT SURFACES. APPLY A SKIM COATING TO WALL SURFACES

WITH EXTENSIVE VOIDS AND/OR UNEVENNESS.

11. ALL BUILDING SERVICES REQUIRED TO MAINTAIN BUILDING OPERATION OF OTHER

AREAS SHALL BE MAINTAINED. BUILDING SERVICES IN FINISHED SPACES SHALL BE

CONCEALED, UNLESS OTHERWISE INDICATED. BUILDING SERVICES ENCOUNTERED IN

DEMOLISHED PARTITIONS AND CEILINGS WHICH ARE TO REMAIN SHALL BE REROUTED

AND CONCEALED. THOSE BUILDING SERVICES THAT ARE INDICATED TO BE ABANDONED

SHALL BE CAPPED AND CONCEALED IN THE FLOOR, WALL OR CEILING. CONTRACTOR

SHALL BE RESPONSIBLE TO VERIFY ALL SERVICES PRIOR TO REMOVAL AND

DISCONNECTION INCLUDING ELECTRICAL, HVAC, PLUMBING, SECURITY, AND

TELEPHONE/DATA FOR ADJOINING OCCUPIED SPACES.

12. ALL EXISTING CONCRETE FLOORS SHALL BE PREPARED TO RECEIVE NEW FLOOR

FINISHES. THIS SHALL CONSIST OF BUT NOT LIMITED TO SCRAPING, GRINDING, APPLYING

FLOOR LEVELING MATERIAL, ETC.

1. EXIST. COAT HOOKS TO REMAIN

2. EXIST. WALL MNTD. DOOR STOP TO REMAIN

3. DISCONNECT AND RELOCATE EXIST. EXHAUST FAN SWITCH

4. EXIST. WALL MNTD. FIRE ALARM DEVICE TO REMAIN. ADD ALT. RELOCATE IN PREP.

FOR NEW WALL MNTD. SMART MONITOR DEVICE

5. EXIST. LIGHT SWITCH TO REMAIN

6. EXIST. FIRE EXTINGUISHER TO REMAIN

7. REMOVE EXIST. BUREAU

8. REMOVE EXIST. CABINETS

9. RELOCATE EXIST. REFRIGERATOR

10. REMOVE WALL MNTD. TACK STRIP

INDICATED BYPLAN CODED NOTES:

EXIST. WALLS

WALL LEGEND

WALLS AND MILLWORK

TO BE REMOVED

EXIST./DEMO. FLOOR PLAN

SCALE:

A1.0 3/8" = 1'-0"

EXIST./DEMO. CEILING PLAN

SCALE:

A1.0

PROPOSED FLOOR PLAN

SCALE:

A1.0

PROPOSED CEILING PLAN

SCALE:

A1.0

3/8" = 1'-0"

3/8" = 1'-0" 3/8" = 1'-0"

1 5/8" M.R. GYP. BD. ON 5/8" GYP. BD. ON 3-5/8" MTL. STUDS @ 16" O.C.

WALL TYPE

11. REMOVE EXIST. UTILITY SINK

12. REMOVE EXIST. FLR. MNTD. UTILITY SINK

13. REMOVE EXIST. WASHER AND DRYER

14. RELOCATE EXIST. RANGE

15. REMOVE AND CAP EXIST. WASHER DRAIN STAND PIPE

16. EXIST. S.S. DRYER DUCT TO REMAIN

17. REMOVE AND RELOCATE EXIST. WALL MNTD. MOTION DETECTOR

18. PROFILE OF NEW RANGE EXHAUST HOOD; REMOVE CLG. WITHIN THIS AREA

19. EXIST. SPRINKLER HEAD TO REMAIN

*SALVAGE ALL ACCESSORIES AND TECH. EQUIP.; CONTRACTOR TO REMOVE AND

CMSD SHALL STORE

GENERAL NOTES:

A. ALL WORK, ITEMS AND MATERIALS ARE NEW UNLESS PRECEDED BY THE

WORD "EXISTING".

B. PATCHING- ALL EXISTING SURFACES DISTURBED BY RENOVATIONS.

WALLS SHALL BE PATCHED TO MATCH EXIST. THEN APPLY NEW

FINISHES.

C. FURNISHINGS- BY OWNER.

D. EQUIP- PER PLAN.

E. TELEPHONES/DATA- PER OWNER

F. CEILINGS- EXIST. THROUGHOUT; PATCH, SEAL, CLOSE AND RELOCATE

ITEMS AS REQUIRED. .

G. WALLS- PAINT.

H. FLOORS- NEW.

I. POWER- AS REQUIRED BY PLAN.

J. REFERENCE FINISH FLOOR AT 0'-0".

K. REFER TO AX.X FOR PARTITION TYPES.

L. XVII THESE DRAWINGS HAVE BEEN COORDINATED WITH EXISTING

CONDITIONS AS THEY ARE BELIEVED TO EXIST. THE CONTRACTOR

SHALL FIELD VERIFY ALL DIMENSIONS AND NOTIFY THE

ARCHITECT/OWNER, IN A TIMELY MANNER, REGARDING ANY AND ALL

DISCREPANCIES BETWEEN THE CONTRACT DOCUMENTS AND ACTUAL

CONDITIONS.

M. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL

WORK.

N. UPON COMPLETE REMOVAL OF EXIST. FLRNG. ARCHITECT AND OWNER

TO PERFORM DETAIL REVIEW AND INSPECTION OF EXIST. SUBFLOOR

O. NEW WALLS SHALL BE INSTALLED WITH THE INTENT OF PROVIDING

ACCESS TO ALL EXIST. OUTLETS AND DEVICES IDENTIFIED AS EXIST. TO

REMAIN.

P. REFER TO DRAWINGS FOR CASEWORK INFORMATION AND DIMENSIONS

1. ALL WORK SHALL COMPLY WITH ALL APPLICABLE LOCAL AND STATE

BUILDING CODES, FIRE SAFETY CODES AND REGULATIONS INCLUDING, BUT

NOT LIMITED TO, THE OHIO BUILDING CODE (OBC) AND THE AMERICANS

WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES (ADAAG). ANY

CONFLICTS BETWEEN THE WORK INDICATED WITHIN THESE DOCUMENTS

AND SAID CODES OR REGULATIONS NOTED BY THE CONTRACTOR SHALL BE

BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING

WITH THE WORK.

2. MAKE ARRANGEMENTS 72 HOURS MINIMUM IN ADVANCE WITH THE OWNER

FOR ANY INTERRUPTIONS OF UTILITY SERVICE.

3. EACH CONTRACTOR AND VENDOR SHALL VISIT THE SITE AND BECOME

FAMILIAR WITH ALL CONDITIONS AND CLEARANCES PRIOR TO SUBMITTING

A PROPOSAL.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND PAYING

FOR ALL PERMITS AND INSPECTIONS AS REQUIRED.

5. SHOULD ANY OF THE DETAILED INSTRUCTIONS ON THE DRAWINGS

CONFLICT WITH THE NOTES OR SPECIFICATIONS OR WITH EACH OTHER,

THE STRICTEST PROVISION SHALL APPLY. ANY SUCH CONFLICT SHALL BE

REPORTED TO THE ARCHITECT.

6. ALL SECTIONS AND DETAILS SHALL BE CONSIDERED TYPICAL AND APPLY

FOR THE SAME AND SIMILAR SITUATIONS THROUGHOUT THE STRUCTURE

UNLESS SPECIFICALLY NOTED OTHERWISE.

7. THE CONTRACTOR SHALL VERIFY ALL RELEVANT DIMENSIONS,

ELEVATIONS ANGLES AND EXISTING CONDITIONS BEFORE PROCEEDING

WITH THE AFFECTED WORK AND NOTIFY THE ARCHITECT OF ANY

DISCREPANCIES IMMEDIATELY.

8. INSTALL ALL MATERIALS AND EQUIPMENT IN ACCORDANCE WITH THE

MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS.

9. ALL LOOSE DEBRIS/TRASH SHALL BE DEPOSITED IN A COVERED TRASH

RECEPTACLE OR REMOVED FROM THE SITE. NO LOOSE DEBRIS/TRASH

SHALL BE LEFT ON ROOFS, SPACES OPEN TO AIRPORT OPERATIONS AREA

(AOA), NEAR CONVEYANCE SYSTEMS, OR IN ANY OPEN TRASH CONTAINERS.

10. ALL CONTRACTORS AND SUBCONTRACTORS FOR THE WORK OF THIS

CONTRACT SHALL BE PROPERLY LICENSED AND REGISTERED IN

ACCORDANCE WITH THE REGULATIONS OF CLEVELAND, OHIO.

11. AT ALL TIMES WHEN WORK IS IN PROGRESS, A REPRESENTATIVE OF THE

CONTRACTOR OR SUB-CONTRACTOR SHALL BE ON SITE AND AUTHORIZED

TO ANSWER QUESTIONS OR RECEIVE INSTRUCTIONS FROM THE OWNER OR

ARCHITECT.

12. ALL UNUSED/ABANDONED FLOOR/WALL OPENINGS SHALL BE SEALED OR

FIRE STOPPED.

13. DUE TO HEALTH RELATED REASONS, USE OF CHINESE-MADE GYPSUM

WALLBOARD IS NOT PERMITTED TO BE USED ON THE PROJECT.

14. ALL "LOUD" WORK (CUTTING, CORING, SAWING, ETC.) WILL BE

CONDUCTED AT NIGHT WHEN THE CONCOURSE IS NOT OCCUPIED BY

PASSENGERS (AFTER 10PM, BEFORE 5AM)

15. PROVIDE LOCKS AT ALL CABINETRY DOORS AND DRAWERS

TYPICAL NOTES

LEGEND

EXIST. SUPPLY GRILLE, TO REMAIN

X'-X" A.F.F. INDICATES CEILING HEIGHT

EXIST. SMOKE DETECTOR, TO REMAIN

EXIST. EXHAUST FAN, TO REMAIN

EXIST. 2'x4' LIGHT FIXTURE; ADD ALT. LED REPLACEMENT

EF

EXIST. 2'x4' ACOUST. CLG. TILE AND GRID TO BE

PAINTED WHITE

NEW RETURN AIR REGISTER.

1. EXIST. F.R.45 MIN. DOOR AND FRAME TO REMAIN

2. RELOCATED EXHAUST FAN SWITCH

3. NEW WALL TYPE '1' DIRECTLY BEHIND MILLWORK

4. NEW S.S. SINKS AND MILLWORK

5. NEW ELEC. OUTLET, SEE ELEC.

6. NEW LAUNDRY OUTLET BOX

7. NEW/RELOCATED ELEC. 120/240V OUTLET

8. NEW 4" S.S. RIGID DRYER VENT

9. RELOCATED REFRIGERATOR

10. NEW 34"H BASE CAB. AND WALL CAB.

INDICATED BYPLAN CODED NOTES:

S

EX. LT.

EXIST. SPEAKER, TO REMAIN

EXIST. FIRE ALARM, TO REMAIN

EXIST. SPRINKLER HEAD, TO REMAIN

EXIST. LIGHT SWITCH, TO REMAIN

11. RELOCATED ELEC. RANGE

12. NEW ABOVE COUNTER ELEC. OUTLETS

13. FUTURE WALL MNTD. SMART MONITOR

14. NEW RANGE EXHAUST HOOD

15. RELOCATED MOTION DETECTOR

*SALVAGE ALL ACCESSORIES AND TECH. EQUIP.; CONTRACTOR TO REMOVE AND

CMSD SHALL STORE

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AutoCAD SHX Text R

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AutoCAD SHX Text D

AutoCAD SHX Text 12608

AutoCAD SHX Text

BICKERSTAFF, II

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STAFF

MICROWAVE

2'-3"1'-6" 3'-0"1'-0"

2' -1

0"

2' -6

2' -6

2'

-1 0"

FIN. CEILING HT

EXISTING

FINISH FLOOR

EL. 0'-0"

2' -6

2' -6

2'

-1 0"

FIN. CEILING HT

EXISTING

FINISH FLOOR

EL. 0'-0" 2'-0" 3'-0"2'-7"6'-5"

2' -1

0"

6'-2"

APPLY SEALANT AT

COUNTER JOINTS

COUNTER WITH 4" BACK

SPLASH. TYP.

SHOP…