3-26-31 Part 3 BEYER EARLY CHILDHOOD CENTER FULL SET.pdf

PDF 9 MB Posted Jan 29, 2026

Attached to: Beyer EC Restroom Renovation and Plumbing Upgrades
Solicitation number: IFB No. 26-31
Issued by: Washington County, Illinois

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Written by GovTribe AI · Jan 29, 2026

This document comprises detailed architectural, mechanical, plumbing, and electrical construction drawings for toilet room renovations at Beyer Early Childhood Center, a facility operated by Rockford Public School District 205 in Rockford, Illinois. The project, identified as RPS Project Number 2607 and IFB #26-31, involves comprehensive renovation of seven toilet rooms (Rooms 108, 110, 122, 127, 140, 141, 169, and 171) totaling approximately 1,375 square feet of work, representing 2.8 percent of the building's 49,352.75 square foot total area. The project scope includes demolition and renovation of floors, walls, ceiling finishes, light fixtures, toilet fixtures, and toilet accessories. The work is classified as an Alteration Level 2 project in a Type II non-sprinklered building under Use Group E (Education). The project was issued for bidding on January 23, 2026, and must comply with the 2024 International Building Code, 2024 Illinois Energy Conservation Code, 2024 International Fire Code, 2024 International Mechanical Code, 2020 National Electrical Code, 2014 Illinois Plumbing Code, 2018 Illinois Accessibility Code, and 2010 ADA Standards for Accessible Design.

The project includes installation of new plumbing fixtures, including water closets (both standard and children's heights), lavatories (accessible and standard heights), urinals, floor drains, and associated piping; new HVAC supply and exhaust diffusers with flex duct connections and balance dampers; new electrical lighting fixtures with emergency battery backup options and occupancy sensors; and fire alarm notification appliances. Specific plumbing fixture quantities include multiple water closets, lavatories, and accessories distributed across the eight toilet rooms to meet code requirements for the facility's 603-person occupancy (520 students and 83 staff members). The design incorporates ceramic tile wall finishes, porcelain tile flooring, acoustic ceiling panels, grab bars, mirrors, soap dispensers, and toilet partitions throughout the renovated spaces. All work must maintain continuous utility service to unaffected building areas, coordinate with existing mechanical and electrical systems, and be performed in phases to minimize disruption to occupied facilities. Electrical work includes day and weekend premium labor, and the mechanical contractor must coordinate extensively with other trades regarding ductwork, piping, and equipment locations to avoid conflicts.

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File	Type	Posted
1-26-31 Part1 Bid Specs.pdf	PDF	Jan 29, 2026
2-26-31 Part 2 Project Manual 2026-01-23.pdf	PDF	Jan 29, 2026

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Larson & Darby Group

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All drawn and written information appearing herein shall not be duplicated, disclosed, or otherwise used without the written consent of

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ROCKFORD PUBLIC

SCHOOL DIST. 205

BEYER EARLY CHILDHOOD CENTER TOILET ROOM

RENOVATIONS

333 15TH AVE. ROCKFORD, IL 61104

01-23-2026

ISSUE FOR BIDDING

RPS PROJECT NUMBER: 2607

IFB#: 26-31

PROJECT LOCATION

IFB#: 26-31

Larson & Darby Group

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All drawn and written information appearing herein shall not be duplicated, disclosed, or otherwise used without the written consent of

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SHEET INDEX

PROJECT TEAM

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G .1

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GENERAL

G0.0 COVER SHEET

G0.1 PROJECT TEAM AND SHEET INDEX

G0.2 ABBREVIATIONS AND SYMBOLS

G0.3 CODE SUMMARY

G0.4 INTERIOR PARTITION STANDARDS

ARCHITECTURAL

A1.1 OVERALL FLOOR PLAN

A1.2 FLOOR PLAN - CHILDREN'S TOILET ROOM 169

A1.3 FLOOR PLAN - CHILDREN'S TOILET ROOM 171

A1.4 FLOOR PLAN - STAFF TOILET ROOM 140 & 141

A1.5 FLOOR PLAN - ACCESSIBLE TOILET ROOM 122 & 127

A1.6 FLOOR PLAN - CHILDREN'S TOILET ROOM 108

A1.7 FLOOR PLAN - CHILDREN'S TOILET ROOM 110

A1.8 ELEVATION REFERENCE PLAN & STANDARD MOUNTING HEIGHTS

A1.9 INTERIOR ELEVATIONS

A1.10 SECTION DETAILS

A2.1 FINISH & DOOR SCHEDULE & DETAILS

INTERIORS

I1.1 INTERIOR WALL FINISH PLAN

PLUMBING

P000 PLUMBING TITLE SHEET

P001 PLUMBING UNDERFLOOR DEMOLITION

P002 PLUMBING DEMOLITION

P003 PLUMBING UNDERFLOOR NEW WORK

P004 PLUMBING NEW WORK

P005 PLUMBING NEW WORK AREA A

P006 PLUMBING SCHEDULES

MECHANICAL

M000 MECHANICAL TITLE SHEET

MD100 MECHANICAL DEMOLITION - FIRST FLOOR

M100 MECHANICAL NEW WORK - FIRST FLOOR

ELECTRICAL

E000 ELECTRICAL TITLE SHEET

E001 ELECTRICAL DEMOLITION

E002 ELECTRICAL NEW WORK

E003 ELECTRICAL SCHEDULES

T C

ETIHCRADESN

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I L

ONILLIFOETATS

LICENSED ARCHITECT

EXPIRES: _______________

DATE

ARCHITECTURAL

LARSON & DARBY GROUP

4949 HARRISON AVENUE, SUITE 100

IL. DESIGN FIRM NO. 184.000280-0007

815.484.0739

ROCKFORD, ILLINOIS 61108

DOCUMENTS ARE UNDER A SEPARATE

COVER

PLUMBING

KEDbluestone

707 NE JEFFERSON AVE

FIRM LICENSE NUMBER: 184-004470

(309) 938-4005

PEORIA, IL 61603

DOCUMENTS ARE UNDER A SEPARATE

COVER

HEATING, VENTING AND AIR CONDITIONING

KEDbluestone

707 NE JEFFERSON AVE

FIRM LICENSE NUMBER: 184-004470

(309) 938-4005

PEORIA, IL 61603

DOCUMENTS ARE UNDER A SEPARATE

COVER

ELECTRICAL

KEDbluestone

707 NE JEFFERSON AVE

FIRM LICENSE NUMBER: 184-004470

(309) 938-4005

PEORIA, IL 61603

INTERIORS

LARSON & DARBY GROUP

4949 HARRISON AVENUE, SUITE 100

IL. DESIGN FIRM NO. 184.000280-0007

815.484.0739

ROCKFORD, ILLINOIS 61108

UNDER SEPERATE SEAL

NORTH

PROJECT

NORTH

TRUE

Larson & Darby Group

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ACP-1

9'-0"

G3B-2

W S -2

WS-1

2A3.2

3A4.1

101.2

1059 S.F.

(30)

OFFICE

C E G K P S

SYMBOLS

STEEL

WOOD BLOCKING

FINISHED WOOD TRIM

PLYWOOD

GYP. WALLBOARDBATT INSULATION

(HORIZONTAL)

AB ANCHOR BOLT

ACCU AIR COOLED CONDENSING UNIT

ACP ACOUSTICAL CEILING PANEL

ACT ACOUSTICAL CEILING TILE

ADJ ADJUSTABLE, ADJACENT

A/E ARCHITECT/ENGINEER

AFF ABOVE FINISHED FLOOR

AGGR AGGREGATE

AHJ AUTHORITY HAVING JURISDICTION

AHU AIR HANDLING UNIT

AL, ALUM ALUMINUM

ALR ARCHITECTURAL LOUVER

ALT ALTERNATE

AMP AMPERE

ANOD ANODIZE, ANODIZED

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APA AMERICAN PLYWOOD ASSOCIATION

APPROX APPROXIMATE, APPROXIMATELY

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

AUTO AUTOMATIC

AV AUDIO VISUAL

AWG AMERICAN WIRE GAUGE

AWI ARCHITECTURAL WOODWORKING INSTITUTE

AWP ACOUSTIC WALL PANEL

AWS AMERICAN WELDING SOCIETY

B&B BALLED & BURLAPPED

BB BALL BEARING

BFF BELOW FINISHED FLOOR

BIT BITUMINOUS

BLDG BUILDING

BM BEAM, BENCHMARK

BP BASE PLATE, BEARING PLATE

BRG BEARING

BSMT BASEMENT

BTR BETTER

BTU BRITISH THERMAL UNIT

BTUH BRITISH THERMAL UNITS PER HOUR

BTWN BETWEEN

CB CATCH BASIN, CERAMIC BASE, CHALKBOARD

CBB CEMENTITIOUS BACKER BOARD

CC CUBICLE CURTAIN

CD COILING DOOR

CFM CUBIC FEET PER MINUTE

CG CORNER GUARD

CI CAST IRON, CURB INLET

CIP CAST IRON PIPE, CAST-IN-PLACE

CJ CONSTRUCTION JOINT, CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLG HT CEILING HEIGHT

CLL CONTRACT LIMIT LINE

CLR CLEAR

COMP COMPOSITE, COMPUTER

CM CASEWORK/MILLWORK

CMU CONCRETE MASONRY UNIT

CO CLEANOUT, CARBON MONOXIDE, CASED OPENING

COL COLUMN

CONC CONCRETE

COND CONDENSER, CONDITION

CONF CONFERENCE

CONN CONNECT, CONNECTION

CONT CONTINUE, CONTINUOUS

COORD COORDINATE

CORR CORRIDOR

CP CONCRETE PIPE, CONTROL PANEL

CPT CARPET

CPTT CARPET TILE

CPVC CHLORINATED POLYVINYL CHLORIDE

CSI CONSTRUCTION SPECIFICATIONS INSTITUTE

CSR CLOSET SHELF & ROD

CT CERAMIC TILE, CURRENT TRANSFORMER

CTR CENTER

CTRL CONTROL

CU FT CUBIC FEET

CU IN CUBIC INCH

CU YD CUBIC YARD

CUH CABINET UNIT HEATER

CUV CABINET UNIT VENTILATOR

CW COLD WATER, CLOCKWISE

CYL CYLINDER

D DEEP, DEPTH, PENNY (NAIL)

DAT DATUM

dB DECIBEL

D-B DESIGN-BUILD

DBL DOUBLE

DC DIRECT CURRENT

DDC DIRECT DIGITAL CONTROL

DEG DEGREE

DEG C DEGREES CELSIUS

DEG F DEGREES FAHRENHEIT

DEMO DEMOLISH, DEMOLITION, DEMONSTRATION

DET DETAIL

DFT DRY FILM THICKNESS

DHI DOOR HARDWARE INSTITUTE

DIA DIAMETER

DIM DIMENSION

DIP DUCTILE IRON PIPE

DL DEAD LOAD

DR DOOR, DRAIN

DS DOWNSPOUT

DT DRAIN TILE

DW DOMESTIC WATER, DISHWASHER

DWG DRAWING

DWV DRAIN, WASTE, & VENT

E EAST

EA EACH

EB EXPANSION BOLT

EF EACH FACE, EXHAUST FAN

EHD ELECTRIC HAND DRYER

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELAST ELASTOMER, ELASTOMERIC

ELEC ELECTRIC, ELECTRICAL

EM ENTRANCE MAT

EMER EMERGENCY

EMT ELECTRICAL METALLIC TUBING

ENAM ENAMEL

EP EPOXY

EPL ELECTRICAL PANEL

EPDM ETHYLENE PROPYLENE DIENE MONOMER

EPS EPANDED POLYSTYRENE BOARD (INSULATION)

EQ EQUAL

EQUIP EQUIPMENT

EQUIV EQUIVALENT

EW EACH WAY

EWC ELECTRIC WATER COOLER

EWH EXHAUST

EXIST EXISTING

EXP EXPAND, EXPANSION, EXPOSED

EXT EXTERIOR

EXV EXHAUST VENT

F FAHRENHEIT

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FACP FIRE ALARM CONTROL PANEL

FC FOOTCANDLE

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FiD FIRE DAMPER

FE FIRE EXTINGUISHER

FEB FIRE EXTINGUISHER & BRACKET

FEC FIRE EXTINGUISHER & CABINET

FF&E FURNITURE, FURNISHINGS, & EQUIPMENT

FFA FROM FLOOR ABOVE

FFB FROM FLOOR BELOW

FIN FINISH, FINISHED

FIN FLR FINISHED FLOOR

FL FLUSH

FLA FULL LOAD AMPS

FLR FLOOR

FLUOR FLUORESCENT

FM FACTORY MUTUAL

FR FRAME

FRP FIBERGLASS REINFORCED PLASTIC

FRG FIBER REINFORCED GYPSUM

FRTW FIRE RETARDANT TREATED WOOD

FT FOOT, FEET

FTG FOOTING

FTR FIN TUBE REGISTER

FURN FURNISH, FURNITURE

FV FLUSH VALVE

FWC FABRIC WALLCOVERING

G GUTTER, NATURAL GAS

GA GAGE

GAL GALLON

GALV GALVANIC, GALVANIZE, GALVANIZED

GALV STL GALVANIZED STEEL

GB## GRAB BAR (LENGTH IN INCHES)

GC GENERAL CONTRACTOR

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GFRC GLASS FIBER-REINFORCED CONCRETE

GFRG GLASS FIBER-REINFORCED GYPSUM

G/DS GUTTER / DOWNSPOUT

GI GALVANIZED IRON

GL GLASS, GLAZING

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GUT GUTTER

GWH GAS-FIRED WATER HEATER

GWB GYPSUM WALLBOARD

GYP GYPSUM

H HIGH

HB HOSE BIBB

HC HANDICAP, HANDICAPPED

HD JT HEAD JOINT

HDWR HARDWARE

HDWD HARDWOOD

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HORSEPOWER

HR HOUR, HANDRAIL

HS HIGH STRENGTH, HEAT-STRENGTHENED (GLASS)

HT HEIGHT

HVAC HEATING, VENTILATING, AND AIR CONDITIONING

HW HOT WATER

IBC INTERNATIONAL BUILDING CODE

ID INSIDE DIAMETER, INSIDE DIMENSION

INCAND INCANDESCENT

INFO INFORMATION

INSUL INSULATE, INSULATION

INT INTERIOR

INV INVERT

INV EL INVERT ELEVATION

JAN JANITOR

JAN CLO JANITOR CLOSET

J-BOX JUNCTION BOX

KD KILN DRIED, KNOCKED DOWN

KIP THOUSAND POUNDS

KIP FT THOUSAND POUND - FEET

KSF KIPS PER SQUARE FOOT

KSI KIPS PER SQUARE INCH

kV KILOVOLT kVA KILOVOLT AMPERE kW KILOWATT kWh KILOWATT HOUR

L ANGLE

LAM LAMINATE

LAV LAVATORY

LBS POUNDS

LED LIGHT EMITTING DIODE

LF LINEAL FEET (FOOT)

LKR/# LOCKER/QUANTITY

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LT LAUNDRY TRAY

LTG LIGHTING

LVT LUXURY VINYL TILE

M MINUTE, MINUTES

MATL MATERIAL

MAU MAKE UP AIR UNIT

MAX MAXIMUM

MB MOP BASIN

MDO MEDIUM DENSITY OVERLAY

MECH MECHANICAL

MEZZ MEZZANINE

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MLR MECHANICAL LOUVER

MO MASONRY OPENING, MECHANICAL OPENING

MR MOISTURE RESISTANT

MTD MOUNTED

MTL METAL

MULL MULLION

MWP METAL WALL PANEL

N NORTH

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NL NIGHT LIGHT

NM NON METALLIC

NO NUMBER

NOM NOMINAL

NRP NON-REMOVABLE PIN (HINGES)

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER, OUTSIDE DIMENSION

OH DR OVERHEAD DOOR

OPNG OPENING

OPH OPPOSITE HAND

OPP OPPOSITE

OS OVERFLOW SCUPPER

P PAINT

PC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCI PRECAST/PRESTRESSED CONCRETE INSTITUTE

PCP PORTLAND CEMENT PLASTER

PE PROFESSIONAL ENGINEER

PL PROPERTY LINE, PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTER, PLASTIC

PLBG PLUMBING

PLF POUNDS PER LINEAR FOOT

PLY PLYWOOD

PNL PANEL

POLY POLYETHYLENE

PORC PORCELAIN

POS POSITIVE

PP PUSH/PULL

PP PL PUSH/PULL PLATE

PPM PARTS PER MILLION

PPT PRESERVATIVE PRESSURE TREATED

PR PAIR

PRE POWER ROOF EXHAUSTER, PREFINISHED

PREFAB PREFABICATE, PREFABRICATED

PREP PREPARE, PREPARATION

PREV PREVIOUS

PROD PRODUCT, PRODUCTION

PROJ PROJECT

PRV POWER ROOF VENTILATOR, PRESSURE REDUCING VALVE,

PRESSURE REGULATOR VALVE, PRESSURE RELIEF VALVE

PS PULL STATION

PSC PROJECTION SCREEN, CEILING MOUNTED

PSW PROJECTION SCREEN, WALL MOUNTED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT

PTD PAPER TOWEL DISPENSER

PTD/W PAPER TOWEL DISPENSER WITH WASTE RECEPTACLE

PTN PARTITION

PV PLUMBING VENT

PVC POLYVINYL CHLORIDE

PWR POWER

QRTZ QUARTZ

QRY QUARRY

QT QUARRY TILE

R RADIUS, RISER, THERMAL RESISTANCE

RA RETURN AIR

RB RUBBER BASE

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REBAR REINFORCING STEEL BARS

RECPT RECEPTACLE

REF REFERENCE, REFRIGERATOR

REFL REFLECT, REFLECTED

REINF REINFORCE, REINFORCED, REINFORCING

REM REMOVABLE

REQD REQUIRED

REV REVISE, REVISED, REVISION

RFM RECESSED FLOOR MAT

RM ROOM

RO ROUGH OPENING

RT RUBBER TILE

RTG RATING

RTU ROOFTOP UNIT

RWP ROOF WALKWAY PADS/PAVERS

S SOUTH

SA SUPPLY AIR

SAD SUPPLY AIR DIFFUSER

SALV SALVAGE

SAN SANITARY

SC SOLID CORE

SCONC SEALED CONCRETE

SCHED SCHEDULE

SCMU SOLID CONCRETE MASONRY UNIT

SD SOAP DISPENSER

SDI STEEL DECK INSTITUTE

SE STRUCTURAL ENGINEER

SECT SECTION

SF SQUARE FOOT (FEET)

SHT SHEET

SJI STEEL JOIST INSTITUTE

SKY SKYLIGHT

SND SANITARY NAPKIN DISPENSER

SNDL SANITARY NAPKIN DISPOSAL

SPEC SPECIFICATION

SPF SPRUCE-PINE-FIR

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SRD SECONDARY ROOF DRAIN

SS SOLID SURFACE MATERIAL

SSTL STAINLESS STEEL

STD STANDARD

STL STEEL

STL JST STEEL JOIST

STL PL STEEL PLATE

STRUCT STRUCTURAL

SUH SUSPENDED UNIT HEATER

SUSP SUSPENDED

SV SHEET VINYL

SWS SHELVING WITH STANDARDS

SYM SYMBOL

SYMM SYMMETRICAL

T TREAD

TB TACK BOARD

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TD TRENCH DRAIN

TEMP TEMPERATURE

TERR TERRAZZO

TFA TO FLOOR ABOVE

TFB TO FLOOR BELOW

THK THICK, THICKNESS

THRES THRESHOLD

THRU THROUGH

TI TAPERED INSULATION

TLP TOILET PARTITION

TLT TOILET

TOB TOP OF BEAM

TOC TOP OF CONCRETE, TOP OF CURB

TOF TOP OF FLOOR

TOJ TOP OF JOIST

TOS TOP OF SLAB

TOW TOP OF WALL

TS TUBE STEEL

TSTAT THERMOSTAT

TTB TELEPHONE TERMINAL BOARD

TTD TOILET TISSUE DISPENSER

TV TELEVISION

TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION

TYP TYPICAL

UC UNDERCUT

UNO UNLESS NOTED OTHERWISE

UR URINAL

UV ULTRAVIOLET

V VOLT

VA VOLT AMPERE

VAV VARIABLE AIR VOLUME

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VET VINYL ENHANCED TILE

VFD VARIABLE FREQUENCY DRIVE

VG VERTICAL GRAIN

VIF VERIFY IN FIELD

VOC VOLATILE ORGANIC COMPOUND

VOL VOLUME

VR VAPOR RETARDER

VS VENT STACK

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

COLUMN CENTER LINES

WALL SECTION

BUILDING SECTION ROOM AREA & OCCUPANT LOAD

ROOM NAME & NUMBER

PARTITION TYPE

ELEVATION TARGET

DOOR/OPENING NUMBERS

PLAN OR SECTION DETAIL

ELEVATION MARK

W WEST, WASTE, WATT, WIDE

W/ WITH

W/O WITHOUT

WB WHITEBOARD

WC WATER CLOSET, WATER COLUMN

WCO WALL CLEANOUT

WD WOOD

WG WALL GUARD

WH WALL HUNG, WALL HYDRANT, WATER HEATER

WI WROUGHT IRON

WM WATER METER

WO WALK OFF CARPET TILE

WP WATERPROOFING, WEATHERPROOF, WORKING POINT

WR WATER REPELLANT, WEATHER RESISTANT

WV WOOD VENEER

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

WWR WELDED WIRE REINFORCING

XFER TRANSFER

XFMR TRANSFORMER

XPS EXTRUDED POLYSTYRENE BOARD (INSULATION)

YCO YARD CLEANOUT

YD YARD

YR YEAR

PLUS OR MINUS

ROUND, DIAMETER

SQUARE

CENTERLINEC

PLATE

COURSE GRAVEL

EARTH

CONCRETE

ASPHALT PAVING

CONCRETE MASONRY

BRICK

(DIMENSION LUMBER, FULL SIZE)

WOOD BLOCKING

(DIMENSION LUMBER, CUT TO SIZE)

GLASS

NORTH ARROW (TRUE NORTH)

NORTH ARROW (PROJECT NORTH)

REVISION CLOUD

REVISION NUMBER

REVISION COMMENT

CEILING SYMBOL

CEILING MATERIAL

CEILING HEIGHT

KEYED NOTE SYMBOL

BREAK SYMBOL

RIGID INSULATION

SHEET SYMBOLS

ACCESSIBILITY CLEARANCES MATERIAL SYMBOLS

ABBREVIATIONS

FD FLOOR DRAIN

-1

G .2

B E Y E R E

A R

C H

H O

O D

C E N

T E R T

E T R

O O

M R

E N

O V

A T

N S

R O

C K F O

R D

P U

C S

C H

O O

L D

T H

A V

E R O

C K

F O

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PROJECT DATA:

BUILDING CODES:

(WITH LOCAL AMENDMENTS)

BUILDING:

2024 INTERNATIONAL BUILDING CODE

ENERGY:

2024 ILLINOIS ENERGY CONSERVATION CODE

FIRE PREVENTION:

2024 INTERNATIONAL FIRE CODE

PROJECT TYPE:

ALTERATION LEVEL 2

USE GROUP:

E - EDUCATION

MECHANICAL, ELECTRICAL AND PLUMBING:

2024 INTERNATIONAL MECHANICAL CODE

2020 NATIONAL ELECTRICAL CODE

2014 ILLINOIS PLUMBING CODE

ACCESSIBILITY:

2018 ILLINOIS ACCESSIBILITY CODE

2010 ADA STANDARDS FOR ACCESSIBLE DESIGN

ANSI A117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES

BUILDING CONSTRUCTION TYPE:

TYPE II

SPRINKLER SYSTEM:

NON-SPRINKLERED

BUILDING AREA:

49,352.75 SF

AREA OF WORK:

1,375 SF

PROJECT NARRATIVE:

PROJECT CONSISTS OF THE ALTERATION OF THE TOILET

FACILITIES WITHIN THE BUILDING, INCLUDING FLOORS,

WALLS, CEILING FINISHES, LIGHT FIXTURES, TOILET FIXTURES,

AND TOILET ACCESSORIES.

THERE IS NO INCREASE IN THE BUILDING AREA AND NO

CHANGES ARE PROPOSED TO THE EXISTING EGRESS

MINIMUM NUMBER OF PLUMBING FIXTURES BY ILLINOIS PLUMBING CODE SECTION 890.810

DAY CARE CENTER (890.810 -2a)

FLOOR AREA PER PERSON (SQ. FT) 70 SF/PERSON

MINIMUM NUMBER OF PLUMBING FIXTURES BY ILLINOIS PLUMBING CODE 890 APPENDIX A, TABLE B

TYPE OF BUILDING DAY CARE, NURSERY AND PRESCHOOL CENTER TODDLERS

AT CAPACITY:

STUDENT COUNT: 520

BOY: 260

GIRLS: 260

STAFF COUNT: 83

MEN: 41

WOMEN: 42

TOTAL OCCUPANCY: 603

CODE PROVISION REQUIRED QUANTITY EXISTING PROPOSED

TOTAL OCCUPANCY (603) MALE FEMALE MALE FEMALE MALE FEMALE MALE FEMALE

WATER CLOSET 1: 1-10 1: 1-10 11 11 11 21 8 18

2: 11-25 2: 11-25 3: 26-50 3: 26-50 4: 51-75 4: 51-75 5: 76-100 5: 76-100 6: 101-125 6: 101-125 7: 126-150 7: 126-150 8: 151-175 8: 151-175

OVER 175: ADD 1 FIXTURE

PER RESTROOM FOR EACH

ADDITIONAL 50 PERSONS

URINALS URINALS MAY BE SUBSTITUTED X - 14 - 8 -

FOR WATER CLOSETS FOR

MALES, NOT TO EXCEED HALF

OF REQUIRED TOTAL NUMBER

OF WATER CLOSETS.

COMPARABLE FIXTURES FOR

FEMALES MAY BE SUBSTITUTED

FOR WATER CLOSETS FOR

FEMALES, NOT TO EXCEED

HALF OF THE REQUIRED TOTAL

NUMBER OF WATER CLOSETS.

LAVATORIES 1: 1-25 1: 1-25 11 11 9 11 10 +1 11

2: 11-25 2: 11-25 3: 26-50 3: 26-50 4: 51-75 4: 51-75 5: 76-100 5: 76-100 6: 101-125 6: 101-125 7: 126-150 7: 126-150 8: 151-175 8: 151-175

OVER 175: ADD 1 FIXTURE

PER RESTROOM FOR EACH

ADDITIONAL 50 PERSONS

WATER FOUNTAINS 1 PER 75 9 10 0

PERCENTAGE OF WORK:

1,375 / 49,352.75 = 2.8%

CHILDREN'S TOILET ROOM (GIRLS)

CHILDREN'S TOILET ROOM (BOYS)

CHILDREN'S TOILET

ROOM (GIRLS)

FACULTY TOILET

ROOM (MALE)

FACULTY TOILET

ROOM (FEMALE)

DESIGNATED-USER

TOILET ROOM

DESIGNATED-USER

TOILET ROOM

ADA

AMBULATORY

ADA

ACCESSIBLE

ACCESSIBLE ACCESSIBLE

ADA

Larson & Darby Group

S H

E E T N

U M

B E R

P R

C T N

U M

B E R

D A

T E

All drawn and written information appearing herein shall not be duplicated, disclosed, or otherwise used without the written consent of

S U

E D

F O

D A

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CODE SUMMARY

-1

G .3

B E Y E R E

A R

C H

H O

O D

C E N

T E R T

E T R

O O

M R

E N

O V

A T

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R O

C K F O

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C S

C H

O O

L D

T H

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-2

SCALE: 1/16" = 1'-0"

1ST FLOOR CODE PLAN

LEGEND - MASONRY PARTITION BRACING

1. SPAN LIMITS BETWEEN CORNERS AND/OR NON-LOAD BEARING

INTERIOR MASONRY WALLS:

2. WALLS EXCEEDING SPAN LIMITS ABOVE REQUIRE STEEL BRACKETS

4'-0" O.C. ANCHORED TO STRUCTURE ABOVE ( WELDED OR SCREWED

AS REQUIRED AND APPROVED)

3. REFER TO DETAILS FOR VARIOUS CONDITIONS & BRACKET TYPES

WALL THICKNESS

(NOMINAL)

6" 8" 10" 12"

SPAN LIMIT

(HORIZONTAL)

14'-0" 18'-0" 23'-0" 28'-0"

WALL THICKNESS

PLUS 1/4" MAX

WALL THICKNESS

PLUS 1/4" MAX

WALL THICKNESS

PLUS 1/4" MAX

VERIFY

VERIFY VERIFY

TYPE A TYPE B TYPE C

" 2

PLATE

ANGLE

BENT PLATE

ANGLE

1. TYPICAL PLATE: 10 GAUGE 10" LONG. WIDTH VARIES W/ WALL TYPE

2. TYPICAL ANGLE: 3"X5"X1/4"X6" LONG (5" LEG VERTICAL)

3. TYPICAL SPACING: 4'-0" ON CENTER

4. FASTEN BRACKET TO DECK OR STRUCTURE ABOVE. DO NOT FASTEN TO CMU

METAL DECK

BRACKET TO METAL DECK IF

STEEL SPACING IS 6'-0" OR

GREATER

STEEL JOIST OR BEAM

PROVIDE 1/2" EXPANSION/FIRESTOPPING

MATERIAL AROUND STRUCTURAL STEEL AT

WALL PENETRATION

CMU WALL PERPENDICULAR TO JOIST

OR BEAM

BRACKET @ EACH JOIST

PERPENDICULAR TO STEEL JOIST

OR BEAM

TOP OF CMU

PROVIDE TYP. 2" GAP FOR

VERTICAL MOVEMENT OF

STRUCTURE & STRUCTURE

SUPPORTED MATERIALS

GENERAL NOTES - INTERIOR PARTITIONS

1. PLAN DIMENSIONS ARE TO THE FACE OF GWB OR CMU UNLESS NOTED OTHERWISE.

2. "HOLD" DIMENSIONS INDICATE THAT THE GIVEN DIMENSION IS TO BE MAINTAINED BETWEEN FINISHED SURFACES.

3. SUBSTITUTE TILE BACKER BOARD (TBB) FOR GWB AT AREAS INDICATED TO RECEIVE TILE.

4. REFER TO PROJECT MANUAL FOR FIRE-RESISTIVE JOINT SYSTEMS AND THROUGH-PENETRATION FIRESTOP SYSTEM IN FIRE-

RATED ASSEMBLIES.

5. SEE PROJECT MANUAL FOR FRAMING MATERIAL THICKNESS. STATED THICKNESS ARE THE MINIMUM REQUIRED. INCREASE

THE THICKNESS AS REQUIRED BY THE MANUFACTURER'S LIMITING HEIGHT TABLES.

6. PROVIDE BLOCKING FOR WALL MOUNTED EQUIPMENT. SEE PROJECT MANUAL FOR ALLOWABLE BLOCKING TYPES.

1/2" BOLT, TYP.

SECTION

PARTITION PARALLEL

TO DECK FLUTES

USE L4x3x1/4x0'-8"

FASTENED TO DECK

PARTITION PERPENDICULAR

TO DECK FLUTES

USE L4x3x1/8x8" FASTENED TO 8"x1'-0"x3/16" PLATE

FASTENED TO DECK

1/2" BOLT, TYP.

WT4x5x4" W/ 2-1/2"x3-1/8" STUDS

CEILING

BOND BEAM W/ (2) #

5 BARS CONT.

L3x3x3/16 BRACE AT 4'-0"

O.C. MAX, ALTERNATE

DIRECTION OF BRACE

SECTION

#5 BAR x 12" LONG @ 48"

O.C. IN GROUTED CELL, DRILL

BAR 4" INTO CONCRETE SLAB,

TYPICAL ALL CONDITIONS

ENTIRE PARTITION EXTENDS

TO JUST ABOVE THE FINISHED

CEILING

FLOOR

ENTIRE PARTITION EXTENDS

TO STRUCTURAL DECK, BRACE

TOP OF WALL AS INDICATED

WHERE 1-HOUR AND 2-HOUR

FIRE RATED WALL ASSEMBLY IS

REQUIRED, SEE SHEET A8.2 FOR

FIRE RATED HEAD CONDITION

TYPE "A" BRACKET

SHOWN, SEE DETAIL

THIS SHEET

METAL DECK

EXPANSION MATERIAL

(OR FIRE STOPPING)

PARTITION TERMINATES AT

BOTTOM CHORD OF JOIST, BRACE

TOP OF WALL AS INDICATED

METAL DECK

SLIP CONNECTION

STEEL JOIST

GWB/METAL STUDS

(RATED AS REQUIRED)

VERTICAL CONTROL

JOINTS AT 4'-0" O.C.

(MAX)

TYPE B BRACKET, SEE

DETAIL THIS SHEET

EXPANSION MATERIAL

(OR FIRE STOPPING

AT BRACKETS)

PARTITION TERMINATES AT

BOTTOM CHORD OF JOIST, BRACE

TOP OF WALL AS INDICATED

CEILING

METAL DECK

TYPE C BRACKET, SEE

DETAIL THIS SHEET

WELD

BOND BEAM W/ (2) #

5 BARS CONT

#5 BAR IN GROUTED

CELL AT 48" O.C.

LEGEND - MASONRY PARTITION HEAD CONDITIONS

LOW HEIGHT MASONRY PARTITION,

SEE INTERIOR ELEVATIONS FOR

HEIGHT AND DETAILS FOR

ADDITIONAL REQUIREMENTS

LOW HEIGHT MASONRY PARTITION,

SEE INTERIOR ELEVATIONS FOR

HEIGHT AND DETAILS FOR

ADDITIONAL REQUIREMENTS

SOLID CMU

BOND BEAM W/ (2)

#5 BARS CONT.

#5 BAR IN GROUT

CELL AT 48" O.C.

N S

G H

N S

G H

STUD BRACE AT 4'-0" O.C. MAX,

ALTERNATE DIRECTION OF BRACE

CEILING

ENTIRE PARTITION EXTENDS

TO 6" ABOVE CEILING

SYSTEM., BRACE TOP OF

WALL AS REQUIRED

FLOOR

LEGEND - STEEL STUD PARTITION HEAD CONDITIONS

STRUCTURAL DECK

STUD EXTENDS TO STRUCTURAL

DECK, GWB EXTENDS TO 6"

ABOVE CEILING SYSTEM BOTH

SIDES OF STUD

SLIP DETAIL

STUD FLANGE

BRACING1

'-0

M A

'-0

A X

STUD EXTENDS TO STRUCTURAL

DECK, GWB EXTENDS TO 6" ABOVE

CEILING SYSTEM ONE SIDE AND TO

STRUCTURAL DECK ONE SIDE

SLIP DETAIL

STUD FLANGE

BRACING1

'-0

M A

'-0

A X

ENTIRE PARTITION EXTENDS TO

STRUCTURAL DECK

SLIP DETAIL

WHERE 1-HOUR AND 2-HOUR

FIRE RATED WALL ASSEMBLY IS

REQUIRED, SEE SHEET A8.2 FOR

FIRE RATED HEAD CONDITION

CEILING

LOW HEIGHT PARTITION, SEE

INTERIOR ELEVATIONS FOR HEIGHT

AND DETAILS FOR ADDITIONAL

REQUIREMENTS

CANTILEVERED WALL

POST, WHERE SHOWN

ON PLAN

N S

G H

LEGEND - MASONRY PARTITION NAMING

MASONRY PARTITION SERIES DESIGNATION

M MASONRY/CMU

MASONRY SIZE

4 4" NOMINAL

6 6" NOMINAL

8 8" NOMINAL

FIRE RATING

2 2 HOUR FIRE-RATED CONSTRUCTION, UL DESIGN NO. U905

3 3 HOUR FIRE-RATED CONSTRUCTION, UL DESIGN NO. U904

4 4 HOUR FIRE-RATED CONSTRUCTION, UL DESIGN NO. U901

M41-2

PARTITION SERIES

MASONRY UNIT SIZE, NOM.

FIRE RATING, IF INDICATED

PARTITION HEAD CONDITION

LEGEND - STEEL PARTITION NAMING

STEEL PARTITION SERIES DESIGNATION

H HAT SHAPED FURRING CHANNEL

S SHAFTWALL FRAMING

F STEEL STUD FURRING

Z Z-FURRING

G STEEL STUD FRAMING

STUD FURRING/FRAMING MEMBER SIZE

1 1-5/8" STEEL STUD

2.5 2-1/2" STEEL STUD

3 3-5/8" STEEL STUD

3.5 3-1/2" STEEL STUD

4 4" STEEL STUD

5.5 5-1/2" STEEL STUD

6 6" STEEL STUD

8 8" STEEL STUD

FURRING CHANNEL SIZE

7 7/8" HAT CHANNEL

1 1-1/2" HAT CHANNEL

G3B1-2s

PARTITION SERIES

FRAMING MEMBER SIZE, NOM.

FIRE RATING, IF INDICATED

PARTITION HEAD CONDITION

SOUND BATT INSULATION, IF INDICATED

GWB CONFIGURATION

A GWB ONE SIDE ONLY

B GWB BOTH SIDES

C GWB BOTH SIDES, TWO LAYERS

FIRE RATING

4 3/4 HOUR FIRE-RATED CONSTRUCTION

1 1 HOUR FIRE-RATED CONSTRUCTION

2 2 HOUR FIRE-RATED CONSTRUCTION

3 3 HOUR FIRE-RATED CONSTRUCTION

LEGEND - DIMENSIONING OF PARTITIONS ON THE FLOOR PLANS

G3B-2 M8-2 H7-1 M4-2 G3B-1

6'-0" 12'-0" 6'-0" 6'-0" 3'-0" 9'-5 1/2" 8'-0" 8'-0"

1. DIMENSION MARKS ARE TO THE FINISH FACE OF THE PARTITION, ONE SIDE ONLY.

2. REFER TO PARTITION TYPE DETAILS ON THIS SHEET FOR PARTITION THICKNESS.

LEGEND - STEEL STUD SLIP DETAILS

TYPICAL FOR ALL SLIP DETAIL OPTIONS: WHERE

TRACK IS PARALLEL TO DECK FLUTES AND DOES

NOT FALL ON BOTTOM OF DECK RIB, PROVIDE 4"

WIDE x 8" LONG x 18GA FLAT STRAPPING AT 32"

O.C. TO SPAN VOID IN DECK. FASTEN TRACK TO

STRAPPING

" 3" SLOTTED DEFLECTION TRACK (2" SLOTS)

INSTALL FASTENER AT MID-HEIGHT OF

SLOT

SEE STEEL PARTITION HEAD CONDITIONS

FOR GWB

DO NOT FASTEN GWB TO SLOTTED

TRACKSLIP DETAIL - OPTION 1

SLIP DETAIL - OPTION 2

SLIP DETAIL - OPTION 3

METAL DECK OR STRUCTURE

2" MIN. DEEP LEG TRACK FASTENED TO

METAL DECK

PARTITION TOP TRACK FASTENED TO

STUDS

SEE STEEL PARTITION HEAD CONDITIONS

FOR GWB

METAL DECK OR STRUCTURE

2" MIN. DEEP LEG TRACK FASTENED TO

METAL DECK. DO NOT FASTEN STUD TO

TRACK

SEE STEEL PARTITION HEAD CONDITIONS

FOR GWB

COLD-ROLLED CHANNEL BRIDGING

CLIP ATTACHMENT TO STUD

M A

5/8" GWB

7/8" HAT CHANNEL

AT 24" O.C.

1 1/2"

S U

B S

S U

B S

2 1/8"

5/8" GWB

1-1/2" HAT

CHANNEL AT 24"

O.C.

S4A

1 LAYER 5/8" GWB

4" I-STUD AT 24" O.C.

1" GWB SHAFTLINER

4 5/8"

S6A

1 LAYER 5/8" GWB

6" I-STUD AT 24" O.C.

1" GWB SHAFTLINER

6 5/8"

S U

B S

5/8" GWB

1 5/8" METAL STUD

AT 16" O.C.

1/4" NOMINAL GAP

BETWEEN SUBSTRATE

AND STUD

CLIP STUD TO

SUBSTRATE AT 4'-0"

O.C. MAX

2 1/2"

F2 F3

S U

B S

S U

B S

5/8" GWB

2 1/2" METAL STUD

AT 16" O.C.

1/4" NOMINAL GAP

BETWEEN SUBSTRATE

AND STUD

CLIP STUD TO

SUBSTRATE AT 4'-0"

O.C. MAX

3 3/8"

5/8" GWB

3 5/8" METAL STUD

AT 16" O.C.

1/4" NOMINAL GAP

BETWEEN SUBSTRATE

AND STUD

CLIP STUD TO

SUBSTRATE AT 4'-0"

O.C. MAX

4 1/2"

S U

B S

Z15

5/8" GWB

1 1/2" Z-FURRING

AT 24" O.C.

2 1/8"

S U

B S

5/8" GWB

1 1/2" Z-FURRING

AT 24" O.C.

S U

B S

Z25

5/8" GWB

2 1/2" Z-FURRING

AT 24" O.C.

S U

B S

5/8" GWB

3" Z-FURRING AT

24" O.C.

G2A G3A G6A

G2B G3B G6B

B3B1 G6B1

G3C2 G6C2

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

5/8" GWB

2 1/2" METAL STUD

AT 16" O.C.

5/8" GWB

3 5/8" METAL STUD

AT 16" O.C.

5/8" GWB

6" METAL STUD

AT 16" O.C.

3 1/8" 4 1/4" 6 5/8"

5/8" GWB

2 1/2" METAL STUD

AT 16" O.C.

3 3/4"

6 1/8"

4 7/8" 7 1/4"

8 1/2"

1 HOUR FIRE RATED

UL DESIGN U465

2 HOUR FIRE RATED

UL DESIGN U419

1 HOUR FIRE RATED

UL DESIGN U465

2 HOUR FIRE RATED

UL DESIGN U419

LEGEND - PARTITION TYPES

5/8" GWB

3 5/8" METAL STUD

AT 16" O.C.

5/8" GWB

6" METAL STUD AT

16" O.C.

2ND LAYER OF

GWB, IF INDICATED

2ND LAYER OF

GWB, IF INDICATED

5/8" GWB

3/4" HAT CHANNEL

AT 18" O.C.

1 3/8"

C3A

C3B

5/8" CEMENT

BACKER BOARD

3 5/8" METAL STUD

AT 16" O.C.

4 1/4"

4 7/8"

3 5/8" METAL STUD

AT 16" O.C.

5/8" CEMENT

BACKER BOARD

3'-0"

FIRE/SMOKE BARRIER

PROTECT PENETRATIONS

FIRE BARRIER SIGNAGE:

1. LOCATE WITHIN 15 FEET OF THE END OF EACH WALL AND AT

INTERVALS NOT EXCEEDING 30 FEET MEASURED HORIZONTALLY

ALONG THE WALL OR PARTITION.

2. LETTERING NOT LESS THAN 3 INCHES IN HEIGHT WITH A MINIMUM

3/8-INCH STROKE. RED LETTERS ON WHITE BACKGROUND

LEGEND - FIRE/SMOKE BARRIER SIGNAGE

Larson & Darby Group

S H

E E T N

U M

B E R

P R

C T N

U M

B E R

D A

T E

All drawn and written information appearing herein shall not be duplicated, disclosed, or otherwise used without the written consent of

S U

E D

F O

D A

T E

-1

G .4

B E Y E R E

A R

C H

H O

O D

C E N

T E R T

E T R

O O

M R

E N

O V

A T

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R O

C K F O

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P U

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C H

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C K

F O

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-2

981 829

916 960

5,163

1,066

930914

829981

961 956

3,197

1,616

189 920

13,394

174 140

468406

1,465

33 35

6,956

Jan.

Early Childhood

Early Childhood Early Childhood

Early Childhood

Early Childhood Early Childhood

Resource

Gym/Multi-Purpose

Early Childhood

Team

Early Childhood

Early ChildhoodEarly Childhood

Early Childhood Early Childhood

Resource Center

Early Childhood

Corridor

Vestibule J

Corridor

Vestibule I

Corridor

Lobby

Corridor

Vestibule H Corridor

Corridor

Men

OT/PT

Stor

Girls

Boys

Jan.

Stor

Water Meter

Stor

Kitchen

Stor

Nurse

Wellness

Vest Vest

AP Off Princ

Waiting

Recept

Coats

HallwayWomen

Faculty/Work

Hall

Stor

Corridor

EntranceStorage

Corridor

Elec. Meter

Coats

OT/PT

RR RR

Girls

Janitor

Boys

Hallway

HS Admin

Speech

Hallway

Office/I.T.

Corridor

157 158

160 161

163 164

147148

149151

126 123

B102

143 129

B106 B107

B114 B111

B108

B109

B103

B110

B113

B112

117.1 116

127 122

Entrance_Arrow_Green

5 A1.5 1 A1.5

1 A1.4

1 A1.2

1 A1.6

1 A1.3

1 A1.7

Larson & Darby Group

S H

E E T N

U M

B E R

P R

C T N

U M

B E R

D A

T E

All drawn and written information appearing herein shall not be duplicated, disclosed, or otherwise used without the written consent of

S U

E D

F O

D A

T E

-1

A .1

B E Y E R E

A R

C H

H O

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C E N

T E R T

E T R

O O

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O V

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P U

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C H

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C K

F O

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-2

OVERALL FLOOR PLAN

SCALE: 3/32" = 1'-0"

FIRST FLOOR - EXISTING

NORTH

PROJECT

TRUE

BOYS

D03

D01

D03.2

D05

D07

D03

D01

D01.1V .I.

'-0

V .I.F

10'-8"

V .I.

'-8

V .I.

'-0

4'-3" V.I.F

V.I.F

4'-11"

2'-8 " V

.I.F

BOYS

'-6

'-8

'-4

'-8

V .I.

'-0

2'-6"

2'-7"

1'-3"

'-6

'-7

R02

ALIGN TOILET TO

EXISTING OPENING

18B

7B 9B

37B

G3B-1

G3A-1

G A

-1

G A

-1

HOLD 32" M

IN.

15B

G 3A

-1

'-3

2'-3"

R04

R05

G3B-1

-A

2'-1" 2'-6"

10'-8"

3'-7" 1'-6" 1'-0"

5'-1" 4'-0" 5'-1" 1'-0"

10B

ACP1

8'-0"

STORAGE

CABINET BELOW

D02

EXISTING HARD CEILING

GYPSUM OR PLASTER CEILING

1. BEFORE BEGINNING WORK AT THE SITE AND THROUGHOUT THE COURSE OF WORK, INSPECT AND VERIFY THE LOCATION AND CONDITION OF EVERY ITEM AFFECTED BY THE WORK UNDER THIS CONTRACT AND REPORT DISCREPANCIES TO THE ARCHITECT BEFORE BEGINNING WORK

RELATED TO THAT BEING INSPECTED.

2. BEFORE BEGINNING WORK AT THE SITE, INSPECT THE EXISTING BUILDING AND DETERMINE THE EXTENT OF EXISTING FINISHES, SPECIALTIES, EQUIPMENT, AND OTHER ITEMS WHICH MUST BE REMOVED AND REINSTALLED IN ORDER TO PERFORM THE WORK UNDER THIS CONTRACT.

3. THE ARCHITECTURAL DRAWINGS SHOW PRINCIPLE AREAS WHERE WORK MUST BE ACCOMPLISHED UNDER THIS CONTRACT. INCIDENTAL WORK MAY ALSO BE NECESSARY IN AREAS NOT SHOWN ON THE ARCHITECTURAL DRAWINGS DUE TO CHANGES AFFECTING EXISTING MECHANICAL, ELECTRICAL, PLUMBING, AND OTHER SYSTEMS. SUCH INCIDENTAL WORK IS ALSO PART OF THIS CONTRACT. INSPECT THOSE AREAS AND ASCERTAIN WORK NEEDED AND DO THAT WORK IN ACCORDANCE WITH THE CONTRACT REQUIREMENTS AT NO ADDITIONAL

COST.

4. PROTECT EXISTING FINISHES TO REMAIN FROM DAMAGE.

5. REPAIR, PATCH, OR REFINISH AS APPLICABLE TO MATCH ADJACENT EXISTING FINISHES, THOSE FINISHES DAMAGED OR NEWLY EXPOSED

DURING PERFORMANCE OF THE WORK UNDER THIS CONTRACT.

6. WHERE MATCH EXISTING IS INDICATED, NEW CONSTRUCTION OR FINISHES, SHALL MATCH THE EXISTING IN EVERY PARTICULAR.

7. WHERE PERMANENT REMOVAL OF EXISTING CASEWORK, DOORS AND FRAMES, EQUIPMENT, OR FURNISHINGS IS REQUIRED AND PREVIOUSLY CONCEALED SURFACES ARE TO REMAIN EXPOSED, PATCH PREVIOUSLY CONCEALED SURFACES TO MATCH ADJACENT EXPOSED SURFACES.

WHERE SUCH SURFACES ARE SCHEDULED TO RECEIVE NEW FINISHES, PREPARE THE SURFACES TO RECEIVE THE NEW FINISHES.

8. WHERE CUTTING OF EXISTING SURFACES OR REMOVAL OF EXISTING SURFACES IS REQUIRED TO PERFORM THE WORK UNDER THIS CONTRACT, AND NEW FINISH IS NOT INDICATED, FILL RESULTING OPENINGS AND PATCH THE SURFACE AFTER DOING THE WORK AND FINISH

TO MATCH ADJACENT EXISTING SURFACES.

9. REFER TO NEW WORK PLANS TO COORDINATE EXTENT OF DEMOLITION REQUIRED.

10. REFER TO MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION DRAWINGS FOR ADDITIONAL DEMOLITION REQUIRED. CONTRACTOR TO NOTIFY ARCHITECT IMMEDIATELY UPON DISCOVERY OF CONFLICT OR DISCREPANCY WITH ITEMS INDICATED TO BE REMOVED.

11. WHERE NOT SPECIFICALLY NOTED, CONTRACTOR SHALL MODIFY EXISTING FLOORING AND CEILING CONSTRUCTION TO REMAIN AS

REQUIRED TO ABUT NEW CONSTRUCTION AND MATCH ADJACENT EXISTING CONDITIONS.

12. COORDINATE SLAB REMOVAL AND REPLACEMENT WITH PLUMBING AND ELECTRICAL UNDERGROUND AND IN-SLAB WORK.

13. WHERE AN ITEM IS SHOWN TO BE REMOVED OR DEMO'ED ALL MECHANICAL, ELECTRICAL, AND PLUMBING COMPONENTS SHALL BE REMOVED WITH IT U.N.O. PIPING SHALL BE REMOVED TO WITHIN NEAREST WALL TO REMAIN AND CAPPED. ELECTRICAL WIRING AND CONDUIT SHALL BE REMOVED BACK TO NEAREST JUNCTION BOX TO REMAIN. DUCTS AND TERMINALS SHOULD BE REMOVED AS FAR AS NECESSARY FOR NEW

DISTRIBUTION SYSTEM OR COMPONENTS TO TIE INTO, OR CAP WITHIN CONCEALED SPACE.

GENERAL NOTES - DEMOLITION

1. COORDINATE LIGHTING LAYOUT WITH ELECTRICAL DRAWINGS AND

SPECIFICATIONS.

2. COORDINATE DIFFUSERS, GRILLES, AND DUCTWORK WITH MECHANICAL

DRAWINGS AND SPECIFICATIONS.

3. CEILING HEIGHT SHOWN ON REFLECTED CEILING PLANS ARE AN

APPROXIMATION. NEW CEILING SHOULD BE INSTALLED AT THE SAME

ELEVATION AS THE PREVIOUS CEILING.

GENERAL NOTES - REFLECTED CEILING

2' X 2' LAY-IN ACOUSTICAL

CEILING PANEL SYSTEM

LEGEND - REFLECTED CEILING

EXISTING 2' X 2' LAY-IN ACOUSTICAL

CEILING PANEL SYSTEM

2'x4' RECESSED TROFFER

LIGHT FIXTURE

RECESSED WALL WASHER

RECESSED LIGHT FIXTURE

SUPPLY AIR DIFFUSER

EXHAUST AIR REGISTER

RETURN AIR REGISTER / TRANSFER GRILLE

EXISTING 1'x4' SURFACE

MOUNTED LIGHT FIXTURE

EXISTING 12" DIA. SURFACE MOUNTED

DECORATIVE LIGHT FIXTURE

2'x2' RECESSED TROFFER

LIGHT FIXTURE

1. DIMENSIONS ON FLOOR PLAN ARE BASED ON FACE OF FINISHED WALL TO FACE OF FINISHED WALL (NOMINAL).

2. VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE. PORTIONS OF EXISTING CONSTRUCTION MAY HAVE BEEN

REMOVED BY OWNER.

3. MAINTAIN CONTINUOUS UTILITY SERVICE TO ALL SPACES IN THE BUILDING NOT AFFECTED BY THIS WORK. COORDINATE WITH OWNER ANY DISRUPTION IN SERVICES REQUIRED TO PERFORM WORK OR TO MODIFY EXISTING PIPING, DUCTWORK

OR ANY ASSOCIATED EQUIPMENT.

4. REFER TO SHEETS A1.8 AND A1.9 FOR ELEVATIONS.

5. REFER TO SHEET A2.1 FOR ROOM FINISH AND DOOR SCHEDULES.

6. REFER TO SHEETS A2.1 AND I1.1 FOR MATERIAL DESIGNATIONS.

GENERAL NOTES - FLOOR PLAN

Larson & Darby Group

S H

E E T N

U M

B E R

P R

C T N

U M

B E R

D A

T E

All drawn and written information appearing herein shall not be duplicated, disclosed, or otherwise used without the written consent of

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F O

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A .2

B E Y E R E

A R

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A T

N S

R O

C K F O

R D

P U

C S

C H

O O

L D

T H

A V

E R O

C K

F O

R D

-2

FLOOR PLAN - CHILDREN'S TOILET ROOM 169NORTH

PROJECT

NORTH

TRUE

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

TOILET ROOM 169 - DEMOLITION

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

TOILET ROOM 169 - RENOVATION

2 SCALE: 3/8" = 1'-0"

REFLECTED CEILING PLAN 169 - RENOVATION

4SCALE: 3/8" = 1'-0"

REFLECTED CEILING PLAN 169 - DEMOLITION

LEGEND - KEYNOTE

KEY VALUE KEYNOTE TEXT

D01 REMOVE CONCRETE FLOOR AS REQUIRED FOR NEW PLUMBING. COORDINATE CONCRETE REMOVAL WITH

PLUMBING DRAWINGS.

D01.1 REMOVE EXISTING FLOOR FINISHES DOWN TO CLEAN AND BARE SUBSTRATE. PREPARE FLOOR TO RECEIVE NEW

FINISHES.

D02 REMOVE EXISTING CEILING SYSTEM INCLUDING ALL LIGHTS, HANGARS, HVAC COMPONENTS, ELECTRICAL FIXTURES, AND ANY OTHER MISCELLANEOUS ACCESSORIES. COORDINATE EXTENT OF DEMO WITH MECHANICAL AND ELECTRICAL DRAWINGS. REMOVE MISCELLANEOUS SUSPENDED EQUIPMENT AND COMPONENTS AS

REQUIRED FOR NEW CONSTRUCTION. PREPARE AREA FOR NEW CEILING OR FINISH

D03 REMOVE EXISTING WALL OR PORTION OF EXISTING WALL AS INDICATED. REMOVE ALL ASSOCIATED FINISHES (WALL TILE, ETC.), MECHANICAL, ELECTRICAL, AND PLUMBING COMPONENTS ON/IN/ OR ASSOCIATED WITH WALL TO BE REMOVED. PATCH AND REPAIR AS NECESSARY TO PREPARE AREA TO RECEIVE NEW CONSTRUCTION

D03.2 REMOVE ALL WALL FIXTURES AND ACCESSORIES AND PREPARE WALLS TO RECEIVE NEW FINISHES. COORDINATE

WITH FINISH SCHEDULE.

D05 COORDINATE THE REMOVAL AND ALTERATION OF MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION

WORK WITH MEP&FP DRAWINGS IN THIS SET.

D07 TOTAL ROOM DEMOLITION OF FIXTURES AND FINISHES DOWN TO USABLE SUBSTRATE. REMOVE EXISTING PLUMBING FIXTURES, LIGHT FIXTURES, FLOOR AND CEILING FINISHES, WALL BASE, AND TOILET PARTITIONS AND

ACCESSORIES IN THEIR ENTIRETY. PREPARE SPACE FOR NEW CONSTRUCTION.

R02 WRAP EXPOSED PLUMBING PIPES, DRAINS AND WATER SUPPLY LINES UNDER SINKS TO PROTECT AGAINST

BURNS, CUTS AND ABRASIONS.

R04 NEW STORAGE CABINET. REFER TO DETAILS 1 AND 2 ON A1.10 FOR ELEVATION AND SECTION DETAIL. WIDTH

AND DEPTH MAY VARY, REFER TO FLOOR PLANS FOR STORAGE CABINET SIZE.

R05 BABY CHANGING COUNTERTOP MEASURING 41" WIDE x 27" DEEP x 30" HIGH - ABOVE FINISHED FLOOR.

INCLUDE BACK SPLASH AND SIDE SPLASH AS REQUIRED. COUNTERTOP TO BE SUPPORTED BY (3) IRON SUPPORTS' 20"H x 12"V HD FRONT MOUNT COUNTERTOP L BRACKET. ONE NEAR EACH END AND ONE IN THE CENTER TO ENSURE EVEN WEIGHT DISTRIBUTION. BRACKETS SHOULD BE SPACED 16-24 INCHES APART. WHENEVER POSSIBLE ALIGN EACH BRACKET WITH WALL STUDS FOR MAXIMUM SUPPORT. MODEL NUMBER 0647213497441.

SCHEDULE - TOILET ACCESSORIES

ACCESSORY NUMBER DESCRIPTION MANUFACTURER MODEL COMMENTS

1 SOAP DISPENSER BRADLEY 6A00-11 FURNISHED BY OWNER, INSTALLED BY GC

1B SOAP DISPENSER BRADLEY 6A00-11 FURNISHED BY OWNER, INSTALLED BY GC

5 24"x36" MIRROR BOBRICK B-290 2436

5B 24"x36" MIRROR BOBRICK B-290 2436

7B 42" GRAB BAR BRADLEY 8122-001420

8B 36" GRAB BAR BRADLEY 8122-001360

9B 18" GRAB BAR BRADLEY 8122-001180

10B TOILET PAPER DISPENSER BRADLEY 5234-52 FURNISHED BY OWNER, INSTALLED BY GC

15B PAPER TOWEL DISPENSER SEE SPECS SEE SPECS FURNISHED BY OWNER, INSTALLED BY GC

18 OVERHEAD BRACED TOILET PARTITION SEE SPECS SEE SPECS

18B OVERHEAD BRACED TOILET PARTITION SEE SPECS SEE SPECS

20 URINAL SCREEN SEE SPECS SEE SPECS

37 WASTE RECEPTACLE ASI 0826 FURNISHED BY OWNER, INSTALLED BY GC

38 WASTE DISPOSAL ASI 0815 FURNISHED BY OWNER, INSTALLED BY GC

GIRLS

D01

D05

D07

D03

D01.1

D03

V .I.

'-2

4'-0" V.I.F

'-1

V .I.

'-6

V .I.

3'-6" V.I.F

GIRLS

'-1

'-9

'-4

'-5

'-1

'-6

'-9

'-7

'-5

1' -3

2' -6

5'-1" 4'-1" 5'-0"

R02

ALIGN AMBULATORY

TOILET TO EXISTING

OPENING

37B

9B7B

18B

18B 38 G3A-1

G3A-1

ALIGN TOILET TO

EXISTING OPENING

R05

R04

G3B-1

1'-3"

3'-6"

'-6

'-5

4'-0"

15B

10B

D02

EXISTING HARD CEILING

GYPSUM OR PLASTER CEILING

ACP1

8'-0"

STORAGE

CABINETS BELOW

RELATED TO THAT BEING INSPECTED.

COST.

4. PROTECT EXISTING FINISHES TO REMAIN FROM DAMAGE.

5. REPAIR, PATCH, OR REFINISH AS APPLICABLE TO MATCH ADJACENT EXISTING FINISHES, THOSE FINISHES DAMAGED OR NEWLY EXPOSED

DURING PERFORMANCE OF THE WORK UNDER THIS CONTRACT.

6. WHERE MATCH EXISTING IS INDICATED, NEW CONSTRUCTION OR FINISHES, SHALL MATCH THE EXISTING IN EVERY PARTICULAR.

WHERE SUCH SURFACES ARE SCHEDULED TO RECEIVE NEW FINISHES, PREPARE THE SURFACES TO RECEIVE THE NEW FINISHES.

TO MATCH ADJACENT EXISTING SURFACES.

9. REFER TO NEW WORK PLANS TO COORDINATE EXTENT OF DEMOLITION REQUIRED.

11. WHERE NOT SPECIFICALLY NOTED, CONTRACTOR SHALL MODIFY EXISTING FLOORING AND CEILING CONSTRUCTION TO REMAIN AS

REQUIRED TO ABUT NEW CONSTRUCTION AND MATCH ADJACENT EXISTING CONDITIONS.

12. COORDINATE SLAB REMOVAL AND REPLACEMENT WITH PLUMBING AND ELECTRICAL UNDERGROUND AND IN-SLAB WORK.

DISTRIBUTION SYSTEM OR COMPONENTS TO TIE INTO, OR CAP WITHIN CONCEALED SPACE.

GENERAL NOTES - DEMOLITION

1. COORDINATE LIGHTING LAYOUT WITH ELECTRICAL DRAWINGS AND

SPECIFICATIONS.

2. COORDINATE DIFFUSERS, GRILLES, AND DUCTWORK WITH MECHANICAL

DRAWINGS AND SPECIFICATIONS.

3. CEILING HEIGHT SHOWN ON REFLECTED CEILING PLANS ARE AN

APPROXIMATION. NEW CEILING SHOULD BE INSTALLED AT THE SAME

ELEVATION AS THE PREVIOUS CEILING.

GENERAL NOTES - REFLECTED CEILING

2' X 2' LAY-IN ACOUSTICAL

CEILING PANEL SYSTEM

LEGEND - REFLECTED CEILING

EXISTING 2' X 2' LAY-IN ACOUSTICAL

CEILING PANEL SYSTEM

2'x4' RECESSED TROFFER

LIGHT FIXTURE

RECESSED WALL WASHER

RECESSED LIGHT FIXTURE

SUPPLY AIR DIFFUSER

EXHAUST AIR REGISTER

RETURN AIR REGISTER / TRANSFER GRILLE

EXISTING 1'x4' SURFACE

MOUNTED LIGHT FIXTURE

EXISTING 12" DIA. SURFACE MOUNTED

DECORATIVE LIGHT FIXTURE

2'x2' RECESSED TROFFER

LIGHT FIXTURE

1. DIMENSIONS ON FLOOR PLAN ARE BASED ON FACE OF FINISHED WALL TO FACE OF FINISHED WALL (NOMINAL).

2. VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE. PORTIONS OF EXISTING CONSTRUCTION MAY HAVE BEEN

REMOVED BY OWNER.

OR ANY ASSOCIATED EQUIPMENT.

4. REFER TO SHEETS A1.8 AND A1.9 FOR ELEVATIONS.

5. REFER TO SHEET A2.1 FOR ROOM FINISH AND DOOR SCHEDULES.

6. REFER TO SHEETS A2.1 AND I1.1 FOR MATERIAL DESIGNATIONS.

GENERAL NOTES - FLOOR PLAN

Larson & Darby Group

S H

E E T N

U M

B E R

P R

C T N

U M

B E R

D A

T E

All drawn and written information appearing herein shall not be duplicated, disclosed, or otherwise used without the written consent of

S U

E D

F O

D A

T E

-1

A .3

B E Y E R E

A R

C H

H O

O D

C E N

T E R T

E T R

O O

M R

E N

O V

A T

N S

R O

C K F O

R D

P U

C S

C H

O O

L D

T H

A V

E R O

C K

F O

R D

-2

FLOOR PLAN - CHILDREN'S TOILET ROOM 171

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

TOILET ROOM 171 - DEMOLITION

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

TOILET ROOM 171 - RENOVATION

2 SCALE: 3/8" = 1'-0"

REFLECTED CEILING PLAN 171 - DEMOLITION

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

REFLECTED CEILING PLAN 171 - RENOVATION

LEGEND - KEYNOTE

KEY VALUE KEYNOTE TEXT

D01 REMOVE CONCRETE FLOOR AS REQUIRED FOR NEW PLUMBING. COORDINATE CONCRETE REMOVAL WITH

PLUMBING DRAWINGS.

D01.1 REMOVE EXISTING FLOOR FINISHES DOWN TO CLEAN AND BARE SUBSTRATE. PREPARE FLOOR TO RECEIVE NEW

FINISHES.

REQUIRED FOR NEW CONSTRUCTION. PREPARE AREA FOR NEW CEILING OR FINISH

D05 COORDINATE THE REMOVAL AND ALTERATION OF MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION

WORK WITH MEP&FP DRAWINGS IN THIS SET.

D07 TOTAL ROOM DEMOLITION OF FIXTURES AND FINISHES DOWN TO USABLE SUBSTRATE. REMOVE EXISTING PLUMBING FIXTURES, LIGHT FIXTURES, FLOOR AND CEILING FINISHES, WALL BASE, AND TOILET PARTITIONS AND

ACCESSORIES IN THEIR ENTIRETY. PREPARE SPACE FOR NEW CONSTRUCTION.

R02 WRAP EXPOSED PLUMBING PIPES, DRAINS AND WATER SUPPLY LINES UNDER SINKS TO PROTECT AGAINST BURNS, CUTS AND ABRASIONS.

R04 NEW STORAGE CABINET. REFER TO DETAILS 1 AND 2 ON A1.10 FOR ELEVATION AND SECTION DETAIL. WIDTH AND

DEPTH MAY VARY, REFER TO FLOOR PLANS FOR STORAGE CABINET SIZE.

R05 BABY CHANGING COUNTERTOP MEASURING 41" WIDE x 27" DEEP x 30" HIGH - ABOVE FINISHED FLOOR. INCLUDE BACK SPLASH AND SIDE SPLASH AS REQUIRED. COUNTERTOP TO BE SUPPORTED BY (3) IRON SUPPORTS' 20"H x 12"V HD FRONT MOUNT COUNTERTOP L BRACKET. ONE NEAR EACH END AND ONE IN THE CENTER TO ENSURE EVEN WEIGHT DISTRIBUTION. BRACKETS SHOULD BE SPACED 16-24 INCHES APART. WHENEVER POSSIBLE ALIGN

EACH BRACKET WITH WALL STUDS FOR MAXIMUM SUPPORT. MODEL NUMBER 0647213497441.

SCHEDULE - TOILET ACCESSORIES

ACCESSORY NUMBER DESCRIPTION MANUFACTURER MODEL COMMENTS

1 SOAP DISPENSER BRADLEY 6A00-11 FURNISHED BY OWNER, INSTALLED BY GC

1B SOAP DISPENSER BRADLEY 6A00-11 FURNISHED BY OWNER, INSTALLED BY GC

5 24"x36" MIRROR BOBRICK B-290 2436

5B 24"x36" MIRROR BOBRICK B-290 2436

7B 42" GRAB BAR BRADLEY 8122-001420

8B 36" GRAB BAR BRADLEY 8122-001360

9B 18" GRAB BAR BRADLEY 8122-001180

10 TOILET PAPER DISPENSER BRADLEY 5234-52 FURNISHED BY OWNER, INSTALLED BY GC

10B TOILET PAPER DISPENSER BRADLEY 5234-52 FURNISHED BY OWNER, INSTALLED BY GC

15B PAPER TOWEL DISPENSER SEE SPECS SEE SPECS FURNISHED BY OWNER, INSTALLED BY GC

18 OVERHEAD BRACED TOILET PARTITION SEE SPECS SEE SPECS

18B OVERHEAD BRACED TOILET PARTITION SEE SPECS SEE SPECS

37 WASTE RECEPTACLE ASI 0826 FURNISHED BY OWNER, INSTALLED BY GC

38 WASTE DISPOSAL ASI 0815 FURNISHED BY OWNER, INSTALLED BY GC

NORTH

PROJECT

WOMEN

MEN

D03

D06D03.1

D03

D01

D03.2 D06.1

D01

D07

D04.2

D05

D03.2

D05

3'-8" 3'-4" 1'-10 1/2" 2'-9"

V .I.

'-7

D03

D01.1

V .I.

5'-0" V.I.F

V .I.

WOMEN

MEN

2'-0" 1'-8" 10'-10"

3'-6" 1'-8" 8'-7" 2'-0" 7'-0"

'-6

'-8

G A

-1

-A

140-A

G3A-1 7 /A1.10

R02

R06

1'-6" 5'-6"

G B

-1 18

37B

'-1

'-7

R04

'-2

'-4

V .I.

'-4

V.I.F

26'-0"

WOMEN 141 SIDE TO BE GLAZED

BLOCK TO MATCH EXISTING; CORRIDOR

SIDE TO BE BRICK TO MATCH EXISTING

5 5 10

6" CIRCULAR COUNTER TOP

WASTE CHUTE WITH RECEPTICAL

DIRECTLY UNDERNEATH

1'-10"

ACP1

8'-0"

ACP1

8'-0"

STORAGE

CABINET BELOW

MEN

WOMEN

D02.1

D02 D02

EXISTING HARD CEILING

GYPSUM OR PLASTER CEILING

EXISTING HARD CEILING

GYPSUM CEILING

RELATED TO THAT BEING INSPECTED.

COST.

4. PROTECT EXISTING FINISHES TO REMAIN FROM DAMAGE.

5. REPAIR, PATCH, OR REFINISH AS APPLICABLE TO MATCH ADJACENT EXISTING FINISHES, THOSE FINISHES DAMAGED OR NEWLY EXPOSED

DURING PERFORMANCE OF THE WORK UNDER THIS CONTRACT.

6. WHERE MATCH EXISTING IS INDICATED, NEW CONSTRUCTION OR FINISHES, SHALL MATCH THE EXISTING IN EVERY PARTICULAR.

WHERE SUCH SURFACES ARE SCHEDULED TO RECEIVE NEW FINISHES, PREPARE THE SURFACES TO RECEIVE THE NEW FINISHES.

TO MATCH ADJACENT EXISTING SURFACES.

9. REFER TO NEW WORK PLANS TO COORDINATE EXTENT OF DEMOLITION REQUIRED.

11. WHERE NOT SPECIFICALLY NOTED, CONTRACTOR SHALL MODIFY EXISTING FLOORING AND CEILING CONSTRUCTION TO REMAIN AS

REQUIRED TO ABUT NEW CONSTRUCTION AND MATCH ADJACENT EXISTING CONDITIONS.

12. COORDINATE SLAB REMOVAL AND REPLACEMENT WITH PLUMBING AND ELECTRICAL UNDERGROUND AND IN-SLAB WORK.

DISTRIBUTION SYSTEM OR COMPONENTS TO TIE INTO, OR CAP WITHIN CONCEALED SPACE.

GENERAL NOTES - DEMOLITION

1. COORDINATE LIGHTING LAYOUT WITH ELECTRICAL DRAWINGS AND

SPECIFICATIONS.

2. COORDINATE DIFFUSERS, GRILLES, AND DUCTWORK WITH MECHANICAL

DRAWINGS AND SPECIFICATIONS.

3. CEILING HEIGHT SHOWN ON REFLECTED CEILING PLANS ARE AN

APPROXIMATION. NEW CEILING SHOULD BE INSTALLED AT THE SAME

ELEVATION AS THE PREVIOUS CEILING.

GENERAL NOTES - REFLECTED CEILING

2' X 2' LAY-IN ACOUSTICAL

CEILING PANEL SYSTEM

LEGEND - REFLECTED CEILING

EXISTING 2' X 2' LAY-IN ACOUSTICAL

CEILING PANEL SYSTEM

2'x4' RECESSED TROFFER

LIGHT FIXTURE

RECESSED WALL WASHER

RECESSED LIGHT FIXTURE

SUPPLY AIR DIFFUSER

EXHAUST AIR REGISTER

RETURN AIR REGISTER / TRANSFER GRILLE

EXISTING 1'x4' SURFACE

MOUNTED LIGHT FIXTURE

EXISTING 12" DIA. SURFACE MOUNTED

DECORATIVE LIGHT FIXTURE

2'x2' RECESSED TROFFER

LIGHT FIXTURE

1. DIMENSIONS ON FLOOR PLAN ARE BASED ON FACE OF FINISHED WALL TO FACE OF FINISHED WALL (NOMINAL).

2. VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE. PORTIONS OF EXISTING CONSTRUCTION MAY HAVE BEEN

REMOVED BY OWNER.

OR ANY ASSOCIATED EQUIPMENT.

4. REFER TO SHEETS A1.8 AND A1.9 FOR ELEVATIONS.

5. REFER TO SHEET A2.1 FOR ROOM FINISH AND DOOR SCHEDULES.

6. REFER TO SHEETS A2.1 AND I1.1 FOR MATERIAL DESIGNATIONS.

GENERAL NOTES - FLOOR PLAN

Larson & Darby Group

S H

E E T N

U M

B E R

P R

C T N

U M

B E R

D A

T E

All drawn and written information appearing herein shall not be duplicated, disclosed, or otherwise used without the written consent of

S U

E D

F O

D A

T E

-1

A .4

B E Y E R E

A R

C H

H O

O D

C E N

T E R T

E T R

O O

M R

E N

O V

A T

N S

R O

C K F O

R D

P U

C S

C H

O O

L D

T H

A V

E R O

C K

F O

R D

-2

FLOOR PLAN - STAFF TOILET ROOM 140 & 141NORTH

PROJECT

NORTH

TRUE

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

TOILET ROOM 140 & 141 - DEMOLITION

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

TOILET ROOM 140 & 141 - RENOVATION

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

REFELECTED CEILING PLAN 140 & 141 - RENOVATION

4SCALE: 3/8" = 1'-0"

REFELECTED CEILING PLAN 140 & 141 - DEMOLITION

LEGEND - KEYNOTE

KEY VALUE KEYNOTE TEXT

D01 REMOVE CONCRETE FLOOR AS REQUIRED FOR NEW PLUMBING. COORDINATE CONCRETE REMOVAL

WITH PLUMBING DRAWINGS.

D01.1 REMOVE EXISTING FLOOR FINISHES DOWN TO CLEAN AND BARE SUBSTRATE. PREPARE FLOOR TO

RECEIVE NEW FINISHES.

D02 REMOVE EXISTING CEILING SYSTEM INCLUDING ALL LIGHTS, HANGARS, HVAC COMPONENTS, ELECTRICAL FIXTURES, AND ANY OTHER MISCELLANEOUS ACCESSORIES. COORDINATE EXTENT OF DEMO WITH

MECHANICAL AND ELECTRICAL DRAWINGS. REMOVE MISCELLANEOUS SUSPENDED EQUIPMENT AND

COMPONENTS AS REQUIRED FOR NEW CONSTRUCTION. PREPARE AREA FOR NEW CEILING OR FINISH

D02.1 REMOVE EXISTING GYPSUM BOARD SOFFIT ASSEMBLY IN ITS ENTIRETY AS INDICATED.

RECEIVE NEW CONSTRUCTION

D03.1 SAW CUT OPENING IN EXISTING GLAZED BLOCK AND BRICK VENEER WALL. REMOVE AND SALVAGE PORTIONS OF SAWCUT WALL FOR REINSTALLATION AS INDICATED IN ADJACENT DOOR OPENING. IF OPENING IS FOR DOOR, COORDINATE OPENING SIZE WITH DOOR SCHEDULE. FOR DUCT COORDINATE

SIZE AND LOCATION WITH MECHANICAL DRAWINGS.

D03.2 REMOVE ALL WALL FIXTURES AND ACCESSORIES AND PREPARE WALLS TO RECEIVE NEW FINISHES.

COORDINATE WITH FINISH SCHEDULE.

D04.2 DISCARD EXISTING STEEL LOCKERS.

D05 COORDINATE THE REMOVAL AND ALTERATION OF MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE

PROTECTION WORK WITH MEP&FP DRAWINGS IN THIS SET.

D06 REMOVE EXISTING DOOR, FRAME, AND…

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