4-25139 OTB Set- Final.pdf

A. SCOPE OF WORK AND GENERAL CONDITIONS

1. THESE GENERAL NOTES APPLY TO ALL WORK IN THIS PROJECT.

2. THIS SET OF DOCUMENTS CONSISTS OF ALL SHEETS LISTED IN THE INDEX OF DRAWINGS ON THE TITLE SHEET, THE SPECIFICATIONS AND ALL ADDENDA. WORK

SHOWN ON ANY OF THE ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL AND/OR FIRE PROTECTION DRAWINGS, WHERE APPLICABLE, INVOLVING ANY ONE TRADE SHALL BE PERFORMED BY THAT PARTICULAR TRADE WHETHER SUCH REQUIRED WORK IS SHOWN ON THE DRAWINGS BELONGING TO THAT PARTICULAR CATEGORY OR NOT. FOR CONFLICTS OR INCONSISTENCIES THAT MAY ARISE BETWEEN THE VARIOUS DOCUMENTS THE BIDDER SHALL ASSUME

THE MORE STRINGENT OR SEVERE CONDITION.

3. THE CONTRACTORS ARE RESPONSIBLE FOR VERIFYING THE EXTENT, NATURE AND SCOPE OF WORK DESCRIBED IN THE CONTRACT DOCUMENTS. THE CONTRACTORS SHALL PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO EXECUTE ALL WORK AS SHOWN ON THESE DRAWINGS EXCEPT WHERE NOTED AS NOT IN CONTRACT (N.I.C.). THEY SHALL BE RESPONSIBLE FOR COORDINATING THEIR WORK WITH THAT OF ALL OTHER TRADES. ALL WORK SHALL BE PERFORMED BY SKILLED AND QUALIFIED WORKERS IN ACCORDANCE WITH THE BEST PRACTICES OF EACH TRADE.

4. THE CONTRACTORS SHALL SUPPLY ALL LABOR, TRANSPORTATION, APPARATUS, SCAFFOLDING, ANY TOOLS NECESSARY FOR THE COMPLETION OF THE WORK. THEY SHALL MAINTAIN AND REMOVE ANY TEMPORARY EQUIPMENT, AND CONSTRUCT IN EXCELLENT AND WORKMANLIKE MANNER THE COMPLETE WORK AND EVERYTHING PROPERLY INCIDENTAL THERETO AS STATED IN THE CONTRACT DOCUMENTS OR REASONABLY IMPLIED THEREFROM. IT IS NOT THE INTENT OF THE CONTRACT DOCUMENTS TO SET FORTH IN DETAIL EVERY ITEM NECESSARY TO PROVIDE FOR THE CONSTRUCTION OF THIS PROJECT. THE CONTRACTORS MUST BE QUALIFIED FOR THIS WORK AND MUST, WITHOUT DIRECTION, FURNISH AND INSTALL EVERYTHING NECESSARY TO PROVIDE CONSTRUCTION IN A COMPLETE AND ACCEPTABLE ORDER READY FOR USE WITHOUT ANY ADDITIONAL WORK. ALL PARTS MUST BE COORDINATED, COMPLETE, READY TO OPERATE AND DELIVERED TO

THE OWNER IN NEW CONDITION.

5. DUE TO THE NATURE OF RENOVATION WORK, THE BIDDER SHALL CONSIDER CONTINGENCIES IN THE BID. NO ADDITIONAL FUNDS WILL BE PROVIDED FOR EXISTING FIELD CONDITIONS THAT MAY ARISE, IF IT IS DEEMED BY THE ARCHITECT THAT THE CONTRACTORS COULD HAVE ANTICIPATED A PROBLEM FROM A FIELD VISIT. THE CONSTRUCTION DOCUMENTS ARE SCOPE DOCUMENTS AND AS SUCH MAY NOT DETAIL EXISTING CONDITIONS EXACTLY; HOWEVER, THIS DOES NOT RELEASE THE BIDDER FROM CAREFULLY REVIEWING THE EXISTING CONDITIONS THAT AFFECT THE WORK.

6. THE CONTRACTORS ACKNOWLEDGE AND AGREE THAT THEY HAVE INDIVISIBLE, INDELEGABLE, INTRANSFERABLE, AND CONTRACTUAL OBLIGATION TO THE OWNER TO MAKE THEIR OWN INSPECTIONS ON THEIR OWN WORK AT THE STAGES OF CONSTRUCTION, AND SHALL SUPERVISE AND SUPERINTEND PERFORMANCE OF WORK IN SUCH MANNER AS TO ENABLE THEM TO CONFIRM, CERTIFY AND CORROBORATE AT ALL TIMES THAT ALL WORK HAS BEEN EXECUTED STRICTLY, LITERALLY, RIGIDLY, AND INFLEXIBLY IN ACCORDANCE WITH THEIR METHODS, MATERIALS AND STANDARDS.

7. THE CONTRACTORS WILL REPAIR AND/OR REPLACE ALL DAMAGED MATERIALS THAT ARE FOUND TO HAVE BEEN MADE DURING THE COURSE OF THE WORK AND CLEANUP PROCEDURE. REPAIR SHALL MEAN THE ITEM(S) ARE RETURNED TO THEIR ORIGINAL STATE, AS A MINIMUM, AS DETERMINED BY THE OWNER AND THE

ARCHITECT.

8. ALL CONTRACTORS SHALL BE LICENSED TO PRACTICE IN THE JURISDICTION OF THE SITE.

B. CONTRACT DRAWINGS AND SPECIFICATIONS

1. THE CONTRACTORS ARE REQUIRED TO THOROUGHLY INSPECT THESE DRAWINGS AND SPECIFICATIONS AND SHALL VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS AT THE JOB SITE, AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES AND/OR CONFLICTS IN WRITING

BEFORE PROCEEDING WITH THE WORK.

2. EACH TRADE IS REQUIRED TO THOROUGHLY EXAMINE THESE DRAWINGS AND INSPECT THE EXISTING CONDITIONS AT THE JOB SITE TO IDENTIFY POTENTIAL

PROBLEMS, CONFLICTS, DISCREPANCIES OR INTERFERENCE WITH OTHER TRADES.

3. ALL CONTRACTORS SHALL EXAMINE AND BE RESPONSIBLE FOR ALL ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS AND

SPECIFICATIONS WHEN ESTABLISHING THE SCOPE OF WORK FOR THEIR RESPECTIVE TRADES.

4. NOTES APPEAR ON VARIOUS SHEETS FOR DIFFERENT SYSTEMS AND CONSTRUCTION MATERIALS. ALL SHEETS ARE TO BE REVIEWED AND NOTES ON ANY ONE

SHEET ARE TO BE APPLIED TO ALL RELATED DRAWINGS AND DETAILS.

5. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE DETAILED. WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED, CONSULT THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK.

6. DRAWINGS MAY BE DISTORTED AND ARE NOT TO BE SCALED. WRITTEN DIMENSIONS GOVERN; LARGE SCALE DETAILS GOVERN OVER SMALL SCALE

DRAWINGS.

7. ARCHITECTURAL DIMENSIONS AND NOTES SHALL TAKE PRECEDENCE OVER ENGINEERING DIMENSIONS AND NOTES. IF DISCREPANCIES BETWEEN ARCHITECTURAL AND ENGINEERING DRAWINGS ARE DISCOVERED, CONTACT ARCHITECT FOR INTERPRETATION.

C. EXISTING CONDITIONS

1. ALL CONTRACTORS SHALL VERIFY AND BE FAMILIAR WITH THE EXISTING CONDITIONS AS AFFECTED BY THE SCOPE OF WORK TO BE PERFORMED. BY SUBMITTING A BID OR EXECUTING THE CONTRACT, THE CONTRACTORS REPRESENT THAT THEY HAVE VISITED THE SITE AND FAMILIARIZED THEMSELVES WITH THE LOCAL CONDITIONS

UNDER WHICH THE WORK IS TO BE PERFORMED.

2. NO REQUESTS FOR ADDITIONAL FUNDS WILL BE ALLOWED DUE TO IGNORANCE OF EXISTING CONDITIONS OR INTERFERENCE WITH THE WORK OF OTHER TRADES.

3. THE CONTRACTORS SHALL PROMPTLY NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES, OMISSIONS AND/OR CONFLICTS BETWEEN THE EXISTING

CONDITIONS AND THE WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS.

4. THE CONTRACTORS MUST VERIFY ALL EXISTING CONDITIONS AT THE SITE. WHERE REQUIRED, NEW WORK MUST BE ADAPTED TO FIT EXISTING CONDITIONS AT NO

ADDITIONAL COST TO THE OWNER.

5. EXISTING CONDITIONS ARE INDICATED FOR THE CONTRACTORS' CONVENIENCE ONLY. IT IS THE CONTRACTORS' RESPONSIBILITY TO VERIFY EXISTING CONDITIONS

AS THEY ARE AFFECTED BY THE WORK. THE ARCHITECT DOES NOT WARRANT THE ACCURACY OR COMPLETENESS OF THE EXISTING CONDITIONS SHOWN. NO ADDITIONAL FUNDS WILL BE AUTHORIZED FOR THE CONTRACTORS' IGNORANCE OF EXISTING CONDITIONS AND THEIR IMPLICATIONS.

D. DEMOLITION AND REMOVALS

1. OWNER SHALL HAVE THE OPTION OF SELECTING ANY OR ALL OF THE ITEMS WHICH ARE DESIGNATED TO BE REMOVED BY THE CONTRACTORS AS SALVAGE FOR THE OWNER. CONTRACTORS SHALL REMOVE SUCH ITEMS WITH EXTREME CARE AND RETURN SUCH ITEMS TO THE OWNER.

2. OWNER SHALL REMOVE AND/OR RELOCATE PORTABLE EQUIPMENT, FURNITURE, ETC. WHICH WILL BE IN CONFLICT WITH NEW CONSTRUCTION.

E. CUTTING AND PATCHING

1. THE CONTRACTORS SHALL COORDINATE ALL WORK WITH ADJACENT AND AFFECTED TRADES. THE CONTRACTORS SHALL PERFORM ALL CUTTING, 1. PATCHING AND FITTING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED OR IMPLIED ON THE DRAWINGS AND ALL OTHER WORK AS MAY BE REQUIRED TO COMPLETE THE JOB. PATCH AND REPAIR FLOORS, WALLS, CEILINGS, ETC. AS REQUIRED TO MATCH ADJACENT SURFACES AND/OR AS INDICATED ON THE DRAWINGS.

F. MATERIALS, ASSEMBLIES AND INSTALLATION

1. IT IS THE CONTRACTORS' RESPONSIBILITY TO COORDINATE AND ACCURATELY LOCATE ELECTRICAL, MECHANICAL AND PLUMBING DEVICES WITH CASEWORK AND OTHER CONSTRUCTION TO AVOID CONFLICTS. NO ADDITIONAL FUNDS WILL BE AUTHORIZED BY THE ARCHITECT FOR MISCOORDINATED WORK.

G. SITE CONDITIONS

1. ACTIVE PIPES, CONDUITS AND OTHER UTILITIES OF ALL TYPES, WHETHER SHOWN OR NOT, MUST BE PROTECTED BY THE CONTRACTORS AT ALL TIMES DURING THE CONSTRUCTION OF THE WORK. EXTREME CARE SHALL BE EXERCISED AT ALL TIMES NOT TO DAMAGE ANY SUCH PIPES AND CONDUITS. WHERE DAMAGE OCCURS, THE CONTRACTORS SHALL REPAIR SUCH DAMAGE IN A MANNER APPROVED BY THE ARCHITECT, AT NO ADDITIONAL COST TO THE OWNER.

2. UNLESS SPECIFICALLY OTHERWISE APPROVED BY THE OWNER, ALL MECHANICAL, PLUMBING AND/OR ELECTRICAL LINES MUST BE KEPT ACTIVE DURING AND/OR AFTER CONSTRUCTION. WHERE THEY INTERFERE WITH THE NEW OR REMODELING WORK, THEY MUST BE TEMPORARILY RELOCATED DURING CONSTRUCTION AND PERMANENTLY RELOCATED AFTER CONSTRUCTION, TO LOCATIONS APPROVED BY THE ARCHITECT, AT NO ADDITIONAL COST TO THE OWNER.

3. THE CONTRACTORS SHALL TAKE ALL NECESSARY PRECAUTIONS TO INSURE THE SAFETY OF THE STRUCTURE AND ITS INHABITANTS.

4. THROUGHOUT THE PERIOD OF DEMOLITION AND CONSTRUCTION, PROVIDE ALL NECESSARY ACCOMMODATIONS TO KEEP THE TENANT-OCCUPIED PORTIONS OF

THE BUILDING OPERATIONAL AND SAFE. THESE ACCOMMODATIONS INCLUDE, BUT ARE NOT LIMITED TO MECHANICAL SYSTEMS, ELECTRICAL AND COMMUNICATION WIRING, PLUMBING SYSTEMS, NOISE AN DUST CONTROL, TEMPORARY SIGNAGE, AND LIFE SAFETY MEASURES.

5. ALL CORRIDORS ARE TO BE KEPT FREE OF REFUSE AND CONSTRUCTION MATERIAL. CONTRACTORS SHALL DISPOSE OF DEMOLISHED MATERIALS OFF SITE AND PROVIDE

DUMPSTERS AS REQUIRED.

H. SITE RESTORATION

1. WHETHER OR NOT SPECIFICALLY INDICATED, THE CONTRACT DOCUMENTS REQUIRE THAT THE CONTRACTORS SHALL INCLUDE AS A PART OF THEIR BID PROVISIONS FOR PROVIDING SITE RESTORATION FOR ANY PORTION OF THE SITE AFFECTED BY THE WORK. THIS SITE RESTORATION SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO RESTORING EXISTING LANDSCAPING, WALKS AND ROADWAYS TO A CONDITION ACCEPTABLE TO THE ARCHITECT.

J. UNDERGROUND UTILITIES

1. THE CONTRACTORS SHALL EXERCISE CARE IN EXCAVATION AND CONSTRUCTION SO AS NOT TO DISTURB EXISTING UNDERGROUND SITE UTILITIES (UNLESS SPECIFICALLY DOCUMENTED TO DO SO.) THE CONTRACTORS SHALL EMPLOY A SERVICE TO LOCATE SUCH UTILITIES AND SHALL CONSULT WITH THE OWNER AS TO POSSIBLE LOCATIONS OF UNDERGROUND UTILITIES. IT SHALL BE THE CONTRACTORS' RESPONSIBILITY TO RESTORE SERVICE AND PAY FOR ANY UTILITY FEES IN CONNECTION WITH RESTORATION OF SERVICE IN THE EVENT OF DISRUPTION DUE TO EXCAVATION OR CONSTRUCTION.

ACOUST- ACOUSTICAL

AFF - ABOVE FINISHED FLOOR

ALUM - ALUMINUM

ASS'Y - ASSEMBLY

AT - ACOUSTICAL TILE

BD - BOARD

BLDG - BUILDING

BRG - BEARING

BUR - BUILT UP ROOF

CJ - CONTROL JOINT

CLG - CEILING

CLR - CLEAR

CMU - CONCRETE MASONRY UNIT

COL - COLUMN

CONC - CONCRETE

CONT - CONTINUOUS

CPT - CARPET

CT - CERAMIC TILE

DIA - DIAMETER

DIM - DIMENSION

DN - DOWN

DOCS. - DOCUMENTS

DR - DOOR

DTL - DETAIL

DWG - DRAWING

EA - EACH

EJ - EXPANSION JOINT

EL - ELEVATION

ELEC - ELECTRICAL

ELEV - ELEVATOR

EQ - EQUAL

EWC - ELECTRIC WATER COOLER

EXIST - EXISTING

FDN - FOUNDATION

FE - FIRE EXTINGUISHER

FEC - FIRE EXTINGUISHER CABINET

FH - FIRE HYDRANT

FIN - FINISH

FIXT - FIXTURE

FLR - FLOOR

FT - FOOT/FEET

GA - GAUGE

GALV - GALVANIZED

GYP - GYPSUM

HGT - HEIGHT

HM - HOLLOW METAL

HORIZ - HORIZONTAL

HP - HIGH POINT

ID - INSIDE DIAMETER

INSUL - INSULATION

LBS - POUND

LP - LOW POINT

LOC - LOCATION

MANUF - MANUFACTURER

MASRY - MASONRY

MAX - MAXIMUM

MECH - MECHANICAL

MTL - METAL

MIN - MINIMUM

MJ - MOVEMENT JOINT

MO - MASONRY OPENING

NIC - NOT IN CONTRACT

NOM - NOMINAL

NTS - NOT TO SCALE

OC - ON CENTER

OD - OUTSIDE DIAMETER

OPER - OPERABLE

OPG - OPENING

OP H - OPPOSITE HAND

OZ - OUNCE

PLT - PLATE

PLAM - PLASTIC LAMINATE

PLYWD - PLYWOOD

PREFIN - PRE-FINISHED

R - RISERS

RAD - RADIUS

REINF - REINFORCED

REQ,D - REQUIRED

RM - ROOM

RRD - RAISED RUBBER DISC TILE

SC - SOLID CORE

SCHED - SCHEDULE

SHT - SHEET

SIM - SIMILAR

SPEC - SPECIFICATION

SS - STAINLESS STEEL

STD - STANDARD

STL - STEEL

STOR - STORAGE

STRUCT - STRUCTURE

SQ - SQUARE

TEL - TELEPHONE

TEMP - TEMPERED

THK - THICK

TYP - TYPICAL

UNO - UNLESS NOTED OTHERWISE

VERT - VERTICAL

VCT - VINYL COMPOSITION TILE

VIF - VERIFY IN THE FIELD

W/ - WITH

W/O - WITHOUT

WD - WOOD

WP - WATERPROOF

FACE BRICK

CONCRETE MASONRY UNIT

WOOD BLOCKING

PLYWOOD

FINISH WOOD

STEEL

BATT INSULATION

RIGID INSULATION

GYPSUM BOARD

ACOUSTICAL TILE/PLASTER

CONCRETE

ALUMINUM

ASPHALT PAVING

EARTH

GRANULAR FILL

SAND, MORTAR, OR GROUT

SECTION TARGETDWG #

SHT #

DETAIL TARGETDWG #

SHT #

EXTERIOR ELEVATION

TARGET

DWG #

SHT #

INTERIOR ELEVATION

TARGET

DWG #

SHT #

ROOM NAME

AND NUMBER

DOOR OR FRAMED

OPENING TARGET

WALL OR TOILET

ACCESSORY TAG

PARTITION TYPE TAG

FIRE EXTINGUISHER & FIRE

EXTINGUISHER CABINET

TYPE

BUILDING LINE/ COLUMN LINEXX

ELEVATION TARGET

(VERTICAL HEIGHT)

TOP/ JOIST BRG.

ELEV.= 0'-0"

DETAIL BLOW-UP

NORTH-ARROW

WOOD CASEWORK

TAG

PLASTIC LAMINATE

CASEWORK TAG

ITEM #

ITEM #

WINDOW TAG

ITEM #

PT #

FEC #

Name N

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LOCATION MAPSYMBOL LIST

INDEX OF DRAWINGS

ABBREVIATIONS

MATERIAL SYMBOLS

GENERAL NOTES

Sheet Description

Date at

HUFF ELEMENTARY

SCHOOL

801 Hastings St.

Elgin, IL 60120 for the BOARD of EDUCATION School District U-46

355 E. Chicago St.

Elgin, IL 60120

REVISIONS

IS

S U

E D

F O

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WARMING KITCHEN

HUFF ELEMENTARY SCHOOL

801 HASTINGS STREET, ELGIN, ILLINOIS 60120

SCHOOL DISTRICT U-46

WARMING

KITCHEN

25139

February 2, 2026

Sheet Description Sheet Description Sheet Description

Sketch Number:

CONSULTANTS

U-46 Project No. 1003-26 ARCON Project No. 25139

G0.1

COVER SHEET

VPT/DKB

G0.1 COVER SHEET

A0.1 PARTIAL FIRST FLOOR DEMOLITION PLAN

A1.1 PARTIAL FIRST FLOOR PLAN

A2.1 DOOR & FRAME SCHEDULE AND DETAILS

A6.1 PARTIAL REFLECTED CEILING AND FLOOR FINISH PLAN

HUFF ELEMENTARY SCHOOL

MEP:

MECHANICAL SERVICES ASSOCIATES

111 S. VIRGINIA STREET

CRYSTAL LAKE, ILLINOIS 60014

P: 815.788.8901

M0.1 PARTIAL FLOOR PLAN - MECHANICAL DEMOLITION

M2.1 PARTIAL FLOOR PLAN - MECHANICAL NEW WORK

M3.0 MECHANICAL EQUIPMENT SCHEDULES, DETAILS & SYMBOLS LIST

P1.1 PARTIAL FLOOR PLAN - PLUMBING NEW WORK

P2.0 PLUMBING FIXTURES SCHEDULE, DETAILS & SYMBOLS LIST

E0.1 PARTIAL FLOOR PLAN - ELECTRICAL DEMOLITION

E1.1 PARTIAL FLOOR PLAN - ELECTRICAL NEW WORK

E1.2 PARTIAL FLOOR PLAN - ELECTRICAL NEW WORK

E2.1 PARTIAL FLOOR PLAN - LIGHTING NEW WORK

E3.0 GENERAL ELECTRICAL NOTES AND DETAILS

E3.1 FIRE ALARM SYSTEM NOTES AND DETAILS

E3.2 INTERCOM/CLOCK SYSTEM NOTES AND DETAILS

E3.3 ELECTRICAL RISER DIAGRAM NOTES AND DETAILS AND LIGHT

FIXTURE SCHEDULE

R1.1 OVERALL FIRST FLOOR PLAN

UP

BL

BL

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

LIBRARY

Room

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

TEACHER'S LOUNGE

42B

KITCHEN

42C

MECH.

48B

COPY

48A

STORAGE

48C

TOILET

42A

RECEIVING

CLASSROOM

GYMNASIUM

41E

SECRETARY

41D

PRINCIPAL

41C

CONFERENCE

WORK ROOM

41B

STORAGE

41A

OFFICE

MAIN OFFICE

CTRL DESK

41F

TOILET

41G

TOILET

MUSIC

40A

STORAGE

40B

STORAGE

40C

TOILET

40D

TOILET

OFFICE

47A

TOILET

OFFICE

OFFICE

STORAGE

CORRIDOR

LDR

LDR

8A

OFFICE

8B

OFFICE

CORRIDOR

CORRIDOR

CLASSROOM

CLASSROOM

4A

GIRL'S BATHROOM

3A

BOY'S BATHROOM

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

CORRIDOR

11B

J.C.

12A

SPEECH /

LANGUAGE

12B

BOY'S BATHROOM

CORRIDOR

8C

OFFICE

8D

OFFICE

8E

ELEC.

CLASSROOM

CORRIDOR

CORRIDOR

CORRIDOR

GIRL'S BATHROOM

BOY'S BATHROOM

OFFICE

50C

KITCHEN

50B

MECH. / J.C.

50A

STORAGE

53A

TOILET

53B

TOILET

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

GYMNASIUM /

MULTIPURPOSE

CORRIDOR

29A

TOILET

THERAPY

STORAGE

SPRINK.

28A

TOILET

27A

TOILET

34A

STORAGE

35A

TOILET

J.C.

TOILET

NURSE

CONFERENCE

OFFICE26A

TOILET

25A

TOILET

CORRDIOR

17A

TOILET

17B

TOILET

4B

OFFICE

3B

J.C.

11A

GIRL'S BATHROOM

CORRIDOR

CORRIDORA1.1

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Date at

HUFF ELEMENTARY

SCHOOL

801 Hastings St.

Elgin, IL 60120 for the BOARD of EDUCATION School District U-46

355 E. Chicago St.

Elgin, IL 60120

REVISIONS

IS

S U

E D

F O

R

WARMING

KITCHEN

25139

February 2, 2026

Sketch Number:

R1.1

OVERALL FIRST FLOOR PLAN

NJJ

N

1/16" = 1'-0"1

REFERENCE FLOOR PLAN

50C

50B

MECH. / J.C.

53B

TOILET

53A

TOILET

50A

STORAGE

CORRDIOR

OFFICE52

BOY'S BATHROOM

GIRL'S BATHROOM

CORRIDOR

CORRIDOR

LIBRARY

LIBRARY

CORRIDOR

CLASSROOM

CORRIDOR

GYMNASIUM /

MULTIPURPOSE

CLASSROOM

D6

D1

D1

D3

D2

D2 ETR - PATCH

AS NEEDED

ETR - PATCH

AS NEEDED

D7

D8

D9

D9

D10

D1 COMPLETE FLOORING: REMOVE & DISPOSE EXISTING FLOOR FINISH DOWN TO EXISTING

SUBSTRATE. PREPARE SURFACE FOR NEW FLOOR FINISH SYSTEM

D2 CONCRETE SLAB: REMOVE & DISPOSE OF EXISTING CONCRETE SLAB INCLUDING FINISHES,

IF ANY; SEE STRUCTURAL DOCUMENTS FOR MORE INFORMATION; SEE PLUMBING

DOCUMENTS FOR PIPING WORK; V.I.F.

D3 CMU WALL (COMPLETE): REMOVE & DISPOSE OF EXISTING CMU BLOCK WALL &

ACCESSORIES COMPLETE; ASSUME TO UNDERSIDE OF STRUCTURE, U.N.O.

D4 CMU WALL (PARTIAL): REMOVE & DISPOSE OF A SPECIFIED PORTION OF EXISTING CMU

WALL & ACCESSORIES IN LOCATION OF DEMOLITION FOR A NEW OPENING. COORDINATE

WITH NEW WORK FOR OPENING SIZE. PROVIDE TEMPORARY SHORING AS REQUIRED UNTIL

NEW LINTEL/STRUCTURE CAN BE INSTALLED. PATCH/TOOTH-IN EXISTING WALL TO REMAIN

ADJACENT TO DEMOLITION

D5 STUD WALL: REMOVE & DISPOSE OF EXISTING STUD PARTITION &/OR FURRED-OUT WALL &

ACCESSORIES COMPLETE; ASSUME TO UNDERSIDE OF STRUCTURE, U.N.O.

D6 DOOR: REMOVE & DISPOSE OF EXISTING DOOR & FRAME SYSTEM COMPLETE; PATCH

SURROUNDING ADJACENT WALL; PAINT

D7 CEILING (COMPLETE): REMOVE & DISPOSE OF EXISTING CEILING SYSTEM IN ENTIRE ROOM, INCLUDING BUT NOT LIMITED TO ASSOCIATED CEILING MOUNTED DEVICES, LIGHT

FIXTURES, SPEAKERS, ETC. ASSUME CEILING TYPE TO BE ACOUSTICAL TILE, UNLESS NOTED

OTHERWISE. SEE MEP DOCUMENTS FOR MORE INFORMATION

- PLASTER: REMOVE ALL PLATER, METAL LATH, AND SUBSTRATE COMPLETE

- ACT: REMOVE ALL CEILING TILE, GRID, HANGERS, AND SUPPORT COMPLETE

- GYP. BD.: REMOVE ALL DRYWALL & FRAMING COMPLETE

NOTE: CEILING TILE WITH ARTWORK TO BE CAREFULLY REMOVED AND GIVEN TO OWNER

D8 CEILING (PARTIAL): REMOVE & DISPOSE OF A PORTION OF EXISTING CEILING SYSTEM,

INCLUDING BUT NOT LIMITED TO ASSOCIATED CEILING MOUNTED DEVICES, LIGHT

FIXTURES, SPEAKERS, ETC. IN PORTION. ASSUME CEILING TYPE TO BE ACOUSTICAL TILE,

UNLESS NOTED OTHERWISE. SEE MEP DOCUMENTS FOR MORE INFORMATION

- PLASTER: REMOVE ALL PLATER, METAL LATH, AND SUBSTRATE COMPLETE

- ACT: REMOVE ALL CEILING TILE, GRID, HANGERS, AND SUPPORT COMPLETE

- GYP. BD.: REMOVE ALL DRYWALL & FRAMING COMPLETE

NOTE: CEILING TILE WITH ARTWORK TO BE CAREFULLY REMOVED AND GIVEN TO OWNER

D9 CEILING (TEMPORARY): CAREFULLY REMOVE AND STORE ANY CEILING TILES, GRID, AND

LIGHT FIXTURES REQUIRED TO ACCOMPLISH THE WORK. REPLACE SAME TILE AFTER THE

INSTALLATION IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO REPLACE ANY

ITEMS DAMAGED DURING CONSTRUCTION. REFER TO MEP DOCUMENTS FOR SCOPE OF

WORK AND ADDITIONAL INFORMATION

D10 FIRE EXTINGUISHER: CAREFULLY REMOVE AND STORE FOR LATER REINSTALLATION EXISTING

FIRE EXTINGUISHER AND BRACKET COMPLETE.

SCOPE OF WORK - DEMOLITION

CONCRETE SLAB TO BE DEMOLISHED

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HUFF ELEMENTARY

SCHOOL

801 Hastings St.

Elgin, IL 60120 for the BOARD of EDUCATION School District U-46

355 E. Chicago St.

Elgin, IL 60120

REVISIONS

IS

S U

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F O

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25139

February 2, 2026

Sketch Number:

A0.1

PARTIAL FIRST FLOOR

DEMOLITION PLAN

NJJ

N

1/4" = 1'-0"1

PARTIAL FIRST FLOOR DEMOLITION PLAN

G1 SINK: PROVIDE NEW SINK. REFER TO PLUMBING DOCUMENTS FOR MORE INFORMATION.

G2 FLOORING: FURNISH & INSTALL NEW FLOORING PER FINISH SCHEDULE

G3 CEILINGS: FURNISH AND INSTALL NEW CEILINGS, LIGHT FIXTURES, DIFFUSERS, ETC. REFER

TO REFLECTED CEILING PLAN & MEP DOCS

G4 PAINTING (WALLS): FURNISH AND INSTALL PRIMER AND TWO COATS (MIN.) OF FINISH

PAINT ON ENTIRE ROOM, FROM FLOOR TO 1'-0" (MIN.) ABOVE CEILING HEIGHT ON ALL

NEW WALLS, NEW AND EXISTING GYP. BD. SOFFITS, AND ALL EXISTING WALLS WITHIN

ROOM AS SHOWN ON THE FINISH SCHEDULES

G5 PAINTING (MATCHING): FURNISH AND INSTALL PRIMER AND TWO COATS (MIN.) OF FINISH

PAINT ON WALL WHERE PATCHING/INFILLING OCCURRED; PAINT COLOR TO MATCH

EXISTING PAINT

G6 FLOORING (PATCHING): PATCH EXISTING FLOORING AS NECESSARY DUE TO

CONSTRUCTION. MATCH EXISTING ADJACENT FLOORING COLOR & TYPE

G7 CONCRETE SLAB: FURNISH AND INSTALL NEW CONCRETE SLAB IN AREA WHERE EXISTING

SLAB WAS REMOVED. MATCH EXISTING THICKNESS. REFER TO DETAIL AND PLUMBING

DRAWINGS FOR PIPE ROUTING.

G8 DOOR, FRAME, HARDWARE, LINTEL: FURNISH AND INSTALL NEW DOORS, FRAMES,

GLAZING, AND HARDWARE. REFER TO SPEC. TIE MAG HOLD OPENS INTO FIRE ALARM

SYSTEM. REFER TO ELECTRICAL DRAWINGS FOR MORE INFORMATION.

G9 CMU WALL (INFILL): INFILL OPENING OF CMU WALL THAT WAS DEMOLISHED FOR

MECHANICAL/PLUMBING WORK; PAINT; PATCH/TOOTH-IN EXISTING WALL TO REMAIN

ADJACENT TO WORK

G10 EXISTING FREEZER/COOLER: REINSTALL EXISTING FREEZER AND COOLER COMPLETE. REFER

TO ELECTRICAL DRAWINGS FOR MORE INFORMATION.

G11 EXISTING BLODGETT OVEN: REINSTALL EXISTING BLODGETT OVENS COMPLETE. REFER TO

ELECTRICAL DRAWINGS FOR MORE INFORMATION.

G12 NEW BLODGETT OVEN: INSTALL NEW BLODGETT OVEN. OVEN PROVIDED BY OWNER.

REFER TO ELECTRICAL DRAWINGS FOR MORE INFORMATION.

G13 STUD WALL: FURNISH AND INSTALL NEW STUD WALL. METAL STUDS TO EXTEND TO DECK

ABOVE. GYP BD TO STOP 6" ABOVE CEILING. PAINT WALL TO MATCH EXISTING ADJACENT

WALLS.

G14 CEILING (PATCHING): PATCH CEILING AS REQUIRED TO PERFORM NEW WORK. REFER TO

MEP DRAWINGS FOR FULL EXTENT OF WORK.

G15 ROOF MOUNTED MECHANICAL EQUIPMENT: FURNISH AND INSTALL MECHANICAL

EQUIPMENT, RAILS, PIPE VAULT, ETC. AS REQUIRED FOR NEW ROOFTOP MECHANICAL

UNIT. REFER TO MECHANICAL DRAWINGS AND DETAILS FOR MORE INFORMATION.

G16 ELECTRICAL PANEL: NEW ELECTRICAL PANEL - REFER TO ELECTRICAL DRAWINGS FOR MORE

INFORMATION.

G17 FIRE EXTINGUISHER: REINSTALL SALVAGED FIRE EXTINGUISHER AND BRACKET COMPLETE.

SCOPE OF WORK - NEW WORK

GENERAL NOTES

1. FURNISH AND INSTALL INTERIOR WALL PARTITIONS AND SOFFITS (AS SHOWN ON FLOOR

PLAN AND REFLECTED CEILING PLANS). SEE PARTITION TYPE SCHEDULE FOR MORE

INFORMATION.

2. CONTRACTOR SHALL RECEIVE CLARIFICATION FROM ARCHITECT PRIOR TO BIDDING FOR

ANY WALL CONSTRUCTION THAT IS NOT NOTED ON THE DRAWINGS.

3. FRAMING CONTRACTOR SHALL REFER TO MEP DOCUMENTS AND COORDINATE WITH

MECHANICAL, PLUMBING AND ELECTRICAL CONTRACTORS FOR ROUGH-IN

REQUIREMENTS.

4. CONTRACTOR SHALL REINFORCE AND BRACE ALL WALLS AND SOFFITS AS NECESSARY TO

STABILIZE THE WALL/SOFFIT.

5. ALL PENETRATIONS THROUGH FIRE RATED WALL ASSEMBLIES MUST MAINTAIN THE FIRE

RATING REQUIREMENTS.

6. PATCH ALL EXISTING WALLS TO REMAIN TO MATCH FINISH LEVEL OF NEW WALLS IN AREA

OF WORK.

7. FURNITURE SHOWN FOR REFERENCE ONLY - ALL FURNITURE TO BE FURNISHED AND

INSTALLED BY OWNER.

8. AT ALL WALL TYPES CONTRACTOR SHALL FURNISH AND INSTALL WOOD BLOCKING FOR ALL

ITEMS INCLUDING BUT NOT LIMITED TO NEW DOOR STOPS, CASEWORK, TACK BOARDS,

WHITE BOARDS, MONITORS, PLUMBING ITEMS NOT SUPPORTED BY STEEL CARRIERS, ETC.

9. BLOCK COURSING TO MATCH EXISTING COURSING HEIGHTS

10. DUE TO CONDITIONS OF EXISTING FLOOR, ALL NEW BASE CABINETS/ CUBBIES WILL NEED

TO BE SCRIBED TO PROVIDE A FLUSHED CONDITION

11. PATCH/ TOOTH-IN/ INFILL ALL WALLS THAT HAVE MEP PENETRATIONS DUE TO WORK

PARTITION NOTES

1. ALL METAL FRAMED PARTITIONS TO BE PARTITION TYPE "S3A", U.N.O.

2. ALL MASONRY PARTITION TO BE C8A, U.N.O.

3. ALL PARTITIONS TO RECEIVE 4" VINYL COVE BASE, U.N.O.

4. ALL PARTITIONS TO GO TO UNDERSIDE OF STRUCTURE ABOVE (INCLUDING GYPSUM

BOARD), U.N.O.

5. FILL ALL METAL STUD PARTITION STUD CAVITIES WITH SOUND BATT INSULATION, U.N.O.

6. ALL GYPSUM BOARD TO BE 5/8" IMPACT RESISTANT TYPE-X GYPSUM BOARD FROM FLOOR

TO 8'-0" AFF, U.N.O.

7. SEAL ALL PENETRATIONS, JOINTS, SIDES, TOP AND BOTTOM OF PARTITIONS WITH

ACOUSTIC SEALANT, OR WITH FIRE RATED SEALANT AND FIRE RATED SAFING MATERIALS, IF

RATED.

8. POWER/DATA BOXES IN METAL FRAMED WALLS SHALL HAVE AN ADDITIONAL LAYER OF 5/8"

TYPE-X GYPSUM BOARD INSTALLED BEHIND THE BOXES. BOXES ON OPPOSITES SIDES OF

WALLS SHALL BE OFFSET IN SEPARATE STUD CAVITIES (NOT BACK TO BACK).

9. PROVIDE BLOCKING IN WALLS WHERE WALL MOUNTED EQUIPMENT IS LOCATED.

10. ALL EXPOSED CORNERS OF CONCRETE BLOCK SHALL BE BULL-NOSED UNLESS NOTED

OTHERWISE.

11. ALL NEW GYPSUM BOARD WALLS ARE DIMENSIONED NOMINALLY (I.E. 5” IN LIEU OF 4 7/8”

ACTUAL) AND MUST BE LAID OUT AS SUCH. COORDINATE "CLEAR" DIMENSIONS AS SUCH

12. ALL NEW MASONRY WALLS ARE DIMSIONED NOMINALLY (I.E. 8” IN LIEU OF 7 5/8” ACTUAL).

ALL DIMENSIONS ARE TO FACE OF MASONRY WALLS. COORDINATE "CLEAR" DIMENSIONS

AS SUCH

13. REFER TO SPECIFICATIONS FOR TYPES OF GYPSUM BOARD TO BE USED IN DIFFERENT

CONDITIONS.

50B

50C

50A

53A 53B

52 5153

A1.12 4

C10A

G1

G2 G3

G5

G9

10A

C12A

G5

G9G8

G7

G10

G11

G12

G14 G14

G15

G16

G14

G5

G13

G5 G6

G6

G6

1'

4" 1'

4"

2"

G17

G4

50C

RELOCATED FREEZER

4" EPOXY BASE, TYP.

EXISTING CMU WALL-

PAINTED, TYP.

50C

EXISTING DOOR

AND FRAME - PAINT

4" EPOXY BASE, TYP.

50C

4" EPOXY BASE, TYP.

RELOCATED BLODGETT OVEN

RELOCATED COOLER

NEW BLODGETT OVEN - BY OWNER

50C

4" EPOXY BASE, TYP.

REINSTALLED SALVAGED

FIRE EXTINGUISHER

10" CMU

3 5/8" MTL STUD @ 16" O.C.

5/8" GYP. BD. ON BOTH SIDES W/ SOUND

ATTENUATION BATTS

WALL LEGEND

12" CMU

S3A

C10A

C12A

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Date at

HUFF ELEMENTARY

SCHOOL

801 Hastings St.

Elgin, IL 60120 for the BOARD of EDUCATION School District U-46

355 E. Chicago St.

Elgin, IL 60120

REVISIONS

IS

S U

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F O

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25139

February 2, 2026

Sketch Number:

A1.1

PARTIAL FIRST FLOOR PLAN

NJJ

N

1/4" = 1'-0"1

OVERALL FIRST FLOOR PLAN - WARMING KITCHEN

1/4" = 1'-0"2

INTERIOR ELEVATION

1/4" = 1'-0"3

INTERIOR ELEVATION

1/4" = 1'-0"4

INTERIOR ELEVATION

1/4" = 1'-0"5

INTERIOR ELEVATION

D1

SEE SCHED.

SE

E

SC

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8" 8"

8"

2'

0"

8"

F1

2" SEE SCHED. 2"

SE

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SC

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2"

1. GROUT ALL PORTIONS OF HOLLOW METAL FRAMES SOLID - INCLUDING ALL HORIZONTAL AND VERTICAL SECTIONS. THIS WILL MEAN THAT SOME INTERMEDIATE HORIZONTAL AND VERTICAL SECTIONS OF FRAMES WILL HAVE TO BE DRILLED, PUMPED SOLID WITH GROUT, PATCHED WITH METAL FILLER, AND GROUND SMOOTH. DRILL BEHIND GLAZING STOPS WHERE POSSIBLE. BRACE FRAMES WHICH ARE BEING PUMPED SOLID TO PREVENT BOWING OF FRAME WALLS. DO NOT GROUT FRAMES IN GYPSUM BOARD PARTITIONS.

2. ALL FIRE RATED DOORS AND FRAMES SHALL HAVE LABELS AT JAMB AND HINGE EDGE OF DOOR. DO NOT

PAINT LABELS.

3. INSTALL SEALANT AT ALL LOCATIONS WHERE HOLLOW METAL FRAMES MEET: STEEL, MASONRY, CONCRETE

GYPSUM BOARD, ETC.

4. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS IN THE FIELD PRIOR TO FABRICATION.

5. PAINT ALL HOLLOW METAL FRAMES, GLAZING STOPS, SCREW HEADS, ETC. FOR A COMPLETE, FINISHED

INSTALLATION.

6. PAINT ENTIRE FRAME PRIOR TO MOUNTING ANY HARDWARE OR INSTALLING ANY GLAZING MATERIALS.

PAINT ALL PORTIONS OF STEEL LINTELS.

7. INSTALL SOLID 2X WOOD BLOCKING BEHIND ALL WALL STOPS AT GYP. BD. PTNS.

8. FRAME DEPTH INDICATED ARE NOMINAL

9. FOR RATED OPENINGS, RATINGS PROVIDED ARE IN MINUTES. FIRST NUMBER (OR SINGLE NUMBER)

INDICATES DOOR RATING, SECOND NUMBER INDICATES GLASS RATING. ##/##

DOOR AND FRAME NOTES

GYP. BD. ON METAL

STUDS - REFER TO PLAN

AND PARTITION SCHEDULE

SEALANT BOTH SIDES

(TYP.)

METAL STUD BOX BEAM

HEADER

DOOR / GLAZING - SEE

ELEVATIONS

GYP. BD. ON METAL

STUDS - REFER TO PLAN

AND PARTITION SCHEDULE

DOOR / GLAZING - SEE

ELEVATIONS

SEALANT BOTH SIDES

(TYP.)

7/16"

SEE PLAN

7/

" T

YP

SE

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PL

AN

2"

SEE PLANS FOR WALL

CONFIGURATION

STUD PARTITION ANCHOR

DOUBLE STUD AT JAMBS

SC

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DETAIL PLAN

N.T.S.

SECTION

N.T.S.

ELEVATION

THE VAULT AW Models

ROOF PENETRATION HOUSING

LEGEND

THE VAULT (SPECIFY MODEL)1

2 MATCHING WIND RATED ALUMINUM COVER

3 MATCHING ALUMINUM CURB 14" HIGH MIN.

4 CURB FLANGE, FASTEN TO ROOF DECK

5 SBS FLASHING MEMBRANE

6 CONTINUOUS CAULK WITH

7 ROOFING SYSTEM

8 RECOVERY BOARD

9 RIGID INSULATION

METAL ROOF DECK10

11 CONDUIT, PIPE, REFRIGERANT LINE, ETC.

12 SERIES 5000 EXIT SEAL FOR

13 CONDUIT, PIPE, REFRIGERANT LINE, ETC.

14 SERIES 6000 & 7000 EXIT SEAL FOR

15 VANDAL RESISTANT STAINLESS SCREWS

SIZES FROM 0.25" THRU 1.90" O.D.

SIZES FROM 0.25" THRU 1.90" O.D.

SIZES FROM 1.90" THRU 15" O.D.

SIZES FROM 1.90" THRU 15" O.D.

RUBBERIZED ASPHALT SEALANT

CURB MUST BE INSTALLED IN ACCORDANCE

WITH MANUFACTURER'S INSTALLATION

INSTRUCTIONS.

CONTACT RPH AT 1-800-994-0945

ALL VAULT® AW MODELS COMPLY WITH

ICC 2015 SECTION C402.1 - BUILDING

ENVELOPE ROOF AIR LEAKAGE AND AND

FEMA/ICC-500

GENERAL CONTRACTOR IS RESPONSIBLE

TO PROVIDE VAULT AND APPROPRIATE

TRADES TO PROVIDE EXIT SEALS.

ADJUST TO 12" ABOVE

ROOF MEMBRANE.

CLAMP CONDUIT TO STRUT

GALVANIZED STEEL

PROTECTIVE ROOF TRED TO BE INSTALLED

ON THE ROOF MEMBRANE, NOT GRAVEL

SURFACING. TRED TO BE APPROVED BY THE

ROOF MEMBRANE MANUFACTURER.

PP10 WITH C-CHEANNEL BY PHP SYSTEMS/DESIGN

1. PROVIDE SUPPORTS EVERY 8'-0" O.C.,

TWO (2) AT EACH 90° CORNER AND AT

ANY CHANGE IN DIRECTION.

ADJUST TO 12" ABOVE

ROOF MEMBRANE.

CAST IRON

GALVANIZED STEEL

PROTECTIVE ROOF TRED TO BE INSTALLED

ON THE ROOF MEMBRANE, NOT GRAVEL

SURFACING. TRED TO BE APPROVED BY THE

ROOF MEMBRANE MANUFACTURER.

PP10-R WITH ROLLER BY PHP SYSTEMS/DESIGN

1. PROVIDE SUPPORTS EVERY 8'-0" O.C.,

TWO (2) AT EACH 90° CORNER AND AT

ANY CHANGE IN DIRECTION.

AS NECESSARY

6" 6"

FO

R

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TC

H

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R

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U

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M

IN

4"

EXIST. CONC. SLAB

COMPACTED

GRANULAR FILL

PIPING/ CONDUIT - SEE

MPE DOCS.

#5 DOWELS AT 2'-0" O.C. MAX. PROVIDE MIN.

TWO DOWELS EA. SIDE PER PATCH EMBED IN

EXIST. CONC. WITH NON-SHRINK GROUT.

CONCRETE INFILL

M

IN

2"

M

IN

2"

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Date at

HUFF ELEMENTARY

SCHOOL

801 Hastings St.

Elgin, IL 60120 for the BOARD of EDUCATION School District U-46

355 E. Chicago St.

Elgin, IL 60120

REVISIONS

IS

S U

E D

F O

R

25139

February 2, 2026

Sketch Number:

A2.1

DOOR & FRAME SCHEDULE

AND DETAILS

NJJ

1/4" = 1'-0"

DOOR TYPES

1/4" = 1'-0"

FRAME TYPES

DOOR AND FRAME SCHEDULE

MARK

DOOR

HDWR.

FRAME DETAIL

RTG. REMARKSTYPE

SIZE

THICKNESS MAT'L. GLASS TYPE

SIZE (NOM.)

MAT'L. GLASS HEAD JAMB SILLWIDTH HEIGHT WIDTH HEIGHT DEPTH

10A D1 (2) 3' - 2" 7' - 2" 1 3/4" HM G2 01 F1 6' - 8" 7' - 4" 5 3/4" HM - - 1/A2.1 1/A2.1 - -

1 1/2" = 1'-0"1

TYP. HM HEAD/JAMB DETAIL - GB

1" = 1'-0"2

TYP. PIPE VAULT

1 1/2" = 1'-0"3

TYP. ELECT. CONDUIT SUPPORT DETAIL

1 1/2" = 1'-0"4

TYP. GAS PIPE SUPPORT DETAIL

1 1/2" = 1'-0"5

FLOOR TRENCH DETAIL, TYP.

HARDWARE SET NO.1

PROVIDE EACH PR DOOR(S) WITH THE FOLLOWING:

6 EA HINGE 5BB1HW 4.5 X 4.5 - NRP AT 630 IVE

OUTSWINGING DRS

2 EA PANIC HARDWARE LD-9849-L-06-LBL-SNB 626 VON

2 EA FSIC RIM CYLINDER 20-057 ICX W/CONST. CORE 626 SCH

2 EA FSIC PRIMUS CORE 20-740-XP CKC - NEW KEYWAY 626 SCH

2 EA FIRE/LIFE CLOSER 4040SE 24V/120V AC/DC AS REQ 689 LCN

2 EA KICK PLATE 8400 10" X 1" LDW B-CS 630 IVE

2 EA WALL STOP WS401/402CCV 626 IVE

2 EA GASKETING SET 188SBK PSA BK ZER

1 SET ASTRAGAL SET 8193AA-S AA ZER

OPERATIONAL DESCRIPTION: DOORS NORMALLY HELD OPEN BY ELECTRIC WALL MAGS TIED TO FIRE ALARM SYSTEM. UPON FIRE ALARM ACTIVATION DOORS RELEASE AND LATCH. ALWAYS FREE EGRESS.

CEILING LEGEND

GB-1 GYPSUM BOARD CEILING/ SOFFIT

ACT-2 2' X 2' VINYL COVERED GYP. BD. LAY-IN

CEILING TILE - SEE SPEC

2' X 4' RECESSED LIGHT FIXTURE

50C 50B

50A

53B53A

515253

ACT-2

8' - 0"

PATCH CEILINGS

AS REQUIRED

PATCH CEILINGS

AS REQUIRED

50C50B

53B53A

50A

7 6

8 PATCH CEILINGS

AS REQUIRED

PATCH CEILINGS

AS REQUIRED

FLOOR FINISH LEGEND

EPX-1 EPOXY

ROOM FINISH LEGEND

FLOORS

EPX-1 EPOXY FLOORING

EXB EPOXY COVE BASE

WALLS

CMU CONCRETE MASONRY UNIT

GB GYPSUM BOARD

CEILINGS

GB-1 GYPSUM BOARD CEILING/SOFFIT

EXP/P PAINT EXPOSED STRUCTURE, DUCTWORK, PIPING, ETC. WITH FLAT PAINT

ACT-1 2'X4' SUSPENDED ACOUSTICAL LAY-IN CEILING TILE - SEE SPEC

ACT-2 2'X2' VINYL COVERED GYP. BD. LAY-IN CEILING TILE - SEE SPEC

PAINT

C-A FIELD COLOR; SHERWIN WILLIAMS - 7636 ORIGAMI WHITE

C-B DOOR & FRAME; SHERWIN WILLIAMS - 7017 DORIAN GREY

NOTES:

1. ACCENT PAINT: SEE INTERIOR ELEVATIONS, REFLECTED CEILING PLANS, & FINISH PLANS FOR LOCATIONS &

COLOR; ALL OTHER WALLS IN SCOPE TO BE PAINTED C-A, UNLESS NOTED OTHERWISE

2. ALL CEILINGS TO BE "CEILING WHITE", U.N.O.

3. SEE SPEC FOR MORE INFORMATION

C-*

ROOM FINISH NOTES

1. FLOOR PREPARATION: UNLESS NOTED OTHERWISE ON THE DRAWINGS OR IN THE PROJECT MANUAL, FOR SMOOTHING IN RIDGES, FILLING CRACKS TO A SMOOTH FINISH, AND LEVELING AREAS UP TO 1/8” THICK, OR AS REQUIRED TO FILL JOINTS, ETC. PROVIDE TWO (2) COATS SD-F FEATHER FINISH, AS BY ARDEX, INC. PER MANUFACTURER’S INSTRUCTIONS. THE FLOOR SURFACE MUST BE SOUND, SOLID, CLEAN AND FREE OF DEBRIS, DUST AND ANY OTHER PARTICLES.

2. ALL EXPOSED STEEL AND CONCRETE BLOCK SHALL BE PRIMED AND PAINTED. REFER TO

SPECIFICATIONS.

3. ALL EXPOSED MECHANICAL, PLUMBING, FIRE PROTECTION, FIRE ALARM ELECTRICAL, FIRE PROTECTION AND FIRE ALARM ITEMS SHALL BE PAINTED IN FINISHED AREAS. DO NOT PAINT PREFINISHED ITEMS, UNLESS NOTED OTHERWISE.

4. DO NOT PAINT PRE-FINISHED, COLOR COORDINATED ELECTRICAL CONDUIT IN UNFINISHED AREAS (ABOVE CEILINGS, STORAGE ROOMS, MECHANICAL ROOMS, ELECTRICAL ROOMS, ETC.). REFER TO

SPECIFICATIONS FOR FURTHER INFORMATION.

5. ALL EXPOSED WIREMOLD (NEW AND EXISTING) SHALL BE PAINTED TO MATCH THE WALL COLOR.

6. UNLESS NOTED OTHERWISE, PROVIDE VINYL TRANSITIONS STRIPS WHERE DISSIMILAR FLOOR MATERIALS

MEET. SET MOLDINGS IN A FULL BED OF ADHESIVE AS RECOMMENDED BY THE MANUFACTURE.

7. ALL WALL BASE SHALL FOLLOW THE CONTOUR OF WALL THIS IT IS BEING APPLIED TO (I.E.) STEP BACKS

IN STRAIGHT WALLS, NICHES, VERTICAL RISERS, TOE SPACE AT CASEWORK, ETC.

8. ALL DOOR FRAMES SHALL BE PAINTED AN ACCENT COLOR DIFFERENT FROM WALLS AS SPECIFIED.

9. ALL EXPOSED CORNERS OF GYPSUM BOARD PARTITIONS THROUGHOUT SHALL HAVE A FULL HEIGHT

CORNER GUARD UNLESS NOTED OTHERWISE

10. PROVIDE CORNER GUARDS AND END WALL GUARDS AT ALL EXPOSED GYPSUM BOARD CORNERS AND

END WALLS. SEE SPECIFICIATIONS FOR MORE INFORMATION.

11. PAINT EXPOSED CMU

12. EXISTING FLOORING TO REMAIN EFFECTED BY DEMOLITION/NEW CONSTRUCTION, PATCH TO

MATCH EXISTING CONDITIONS (TYP.)

13. FURNISH AND INSTALL THRESHOLDS AT DOORS

14. FURNISH AND INSTALL 4" H VINYL COVE BASE AT WALLS FOR ALL AREAS RECEIVING LVT, MONDO, AND

TILE FLOORING. INCLUDE VINYL BASE AROUND ALL CASEWORK AND FREESTANDING BUILT-IN ITEMS.

THE FLOORING CONTRACTOR WILL BE RESPONSIBLE FOR VINYL BASE AT ALL AREAS WHERE FLOORING

IS TO BE INSTALLED

15. VINYL COVE BASE MATERIAL SHALL BE 120'-0" ROLLS (FOUR FOOT (4'-0") STRAIGHT SECTION PIECES

WILL NOT BE ACCEPTABLE).

16. CONSTRUCT ALL WALLS, CMU, STUDS, GYP, AND INSULATION TO DECK

17. PATCH AND RE-FINISH ALL EXISTING CONDITIONS TO REMAIN TO MATCH EXISTING. PAINT AS WELL.

18. FINISH FLOOR TO CONTINUE IN OPEN SPACE BENEATH BASE SINK CASEWORK

Sheet Number:

Sheet Title:

Drawn by:

Issue Date:

Project Number:

No.

T H

E S

E

D

O C

U M

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H

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C T

T

A

W

IN

G

B

Y

A

O

T O

G R

A P

H

IC

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E R

O G

R A

P H

IC

O

R

O

T H

IL

C

H N

IQ

U

E

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P

R O

C E

S S

D

U R

D

R

F

O

R P

O R

A T

T

E R

IA

L

C

O N

T A

IN

E

D

H

E R

E O

N

IN

O

P

D

R A

W

IN

G

R

IC

T

O

H

IB

IT

E

D

W

IT

H

O U

T

T

P

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S S

N

S E

A

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S

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IA

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IN

C

A

R C s o c ia te

Date at

HUFF ELEMENTARY

SCHOOL

801 Hastings St.

Elgin, IL 60120 for the BOARD of EDUCATION School District U-46

355 E. Chicago St.

Elgin, IL 60120

REVISIONS

IS

S U

E D

F O

R

25139

February 2, 2026

Sketch Number:

A6.1

PARTIAL REFLECTED CEILING

AND FLOOR FINISH PLAN

NJJ

N

1/4" = 1'-0"1

PARTIAL FIRST FLOOR REFLECTED CEILING PLAN

N

1/4" = 1'-0"2

PARTIAL FIRST FLOOR FINISH PLAN