Schaumburg_FS_54_-_100%_Drawings_1.31.24.pdf

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Attached to: Environmental Services Employee Uniforms
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Issued by: Cook County, Pennsylvania

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1 2 3 4 5 6 7 8 109

Set No:

Comm No:

A M

A u to d e s k D o c s

C I

S c h a u m b u rg

F ir e

S ta ti o n

B a th ro o m

R e n o /2

S c h a u m b u rg

S ta ti o n

B a th ro o m

R e n o v a ti o n s .r v t

Fire Station 54 - Bathroom Renovations Village of Schaumburg

101 Schaumburg Court

233122

Village of Schaumburg

Fire Station 54 - Bathroom Renovations

101 Schaumburg Court Schaumburg, IL 60193

1601 Roselle Road Schaumburg, IL 60195

ARCHITECTURAL

A1.01 CODE PLAN, DEMOLITION PLAN, REFLECTED CEILING

PLAN, & SYMBOLS

A1.02 ENLARGED PLAN, ELEVATIONS, SCHEDULES AND

DETAILS

A1.03 DETAILS AND SCHEDULES

MECHANICAL

M0.00 MECHANICAL TITLE SHEET

M1.00 MECHANICAL DEMOLITION PLANS

M2.00 MECHANICAL PLANS

M3.00 MECHANICAL DETAILS AND SCHEDULES

ELECTRICAL

E0.00 ELECTRICAL SYMBOLS AND ABBREVIATIONS

E1.00 ELECTRICAL PLANS & DETAILS

1601 Roselle Road Schaumburg, IL 60195

DEMOLITION LEGEND

WALL TO REMAIN

DOOR TO REMAIN

WALL TO BE REMOVED

DOOR, FRAME, AND HARDWARE TO

BE REMOVED UNLESS NOTED

OTHERWISE

DESIGNATED ITEM TO BE REMOVED

DESIGNATED ITEM TO REMAIN

DEMOLITION PLAN KEY NOTES:

D01 SAW CUT AND REMOVE PORTION OF MASONRY WALL

AS REQUIRED FOR REMOVAL AND INSTALLATION OF

NEW FIXTURES. COORDINATE WORK WITH

PLUMBING WORK TO BE COMPLETED IN THIS AREA.

D02 REMOVE EXISTING (NON-BEARING) MASONRY

PARTITION WALL FROM SLAB TO DECK, INCLUDING

ANCHORS, BRACING, MORTAR, ETC COMPLETE TO

THE APPROXIMATE EXTENTS SHOWN AND AS

REQUIRED - COORDINATE EXTENTS WITH NEW

WORK.

D03 REMOVE EXISTING LIGHT FIXTURES AND DEVICES AS

NEEDED FOR NEW WORK. REFER TO MECH/ELEC

FOR DISCONECT AND RELOCATION OF ALL DEVICES.

D04 REMOVE EXISTING HOLLOW METAL (HM) FRAME AND

DOOR, INCLUDING HARDWARE, ANCHORS, ETC.

COMPLETE.

D05 SAW CUT AND REMOVE EXISTING CONCRETE SLAB

AS REQUIRED FOR NEW FLOOR DRAIN. SEE MECH

FOR UNDERSLAB PLUMBING WORK TO BE

COMPLETED IN THIS AREA. CONTRACTOR TO XRAY

FLOOR TO LOCATE PLANK REINFORCING PRIOR TO

ANY DEMOLITION. LOCATE CORES THROUGH CELLS

OF PLANKS TO AVOID CUTTING PRESTRESSED

TENDONS.

D06 REMOVE EXISTING TILE FLOORING, INCLUDING BASE

& THRESHOLDS, ADHESIVES, AND FLOOR LEVELING

COMPLETE DOWN TO SLAB.

D07 REMOVE EXISTING LAY-IN (ACT) CEILING ASSEMBLY,

INCLUDING GRIDS, HANGERS, PERIMETER TRIM, ETC

COMPLETE - COORDINATE WITH MECHANICAL AND

ELECTRICAL.

D08 SEE MECHANICAL FOR REMOVAL OF EXISTING

PLUMBING FIXTURE, INCLUDING CARRIERS,

ANCHORS, SEALANT, ETC COMPLETE.

D09 REMOVE EXISTING TOILET ACCCESSORIES,

INCLUDING GRAB BARS, SOAP DISPENSERS,

MIRRORS, PAPER TOWEL DISPENSERS, ETC

COMPLETE. VERIFY REQUIRED SALVAGE WITH NEW

WORK AND / OR COORDINATE SALVAGE AND TURN

ITEMS OVER TO OWNER.

D10 REMOVE EXISTING GYP BD CEILING AND SOFFITS IN

THIS AREA.

D11 SAW CUT AND REMOVE PORTION OF MASONRY WALL

AS REQUIRED FOR NEW OPENING.

D12 REMOVE TOILET PARTITIONS, DOORS AND ALL

ASSOCIATED MOUNTING HARDWARE.

D13 REMOVE COUNTER AND CASEWORK.

D14 REMOVE WALL TILE, ENTIRE LENGTH OF WALL, FULL

HEIGHT TO INCLUDE ADHESIVES.

D15 REMOVE WALL TILE, WAINSCOT, ENTIRE LENGTH OF

WALL TO INCLUDE ADHESIVES.

D16 REMOVE EXISTING BENCH, BRACKETS AND ALL

ASSOCIATED MOUNTING HARDWARE.

D17 REMOVE EXISTING DOOR INCLUDING HARDWARE.

PROTECT FRAME TO REMAIN FOR INSTALL OF NEW

DOOR IN EXISTING FRAME.

D18 REMOVE MIRROR INCLUDING HARDWARE AND

ADHESIVE.

D18 REFER TO MECH FOR REMOVAL OF EXISTING FLOOR

DRAIN.

D01

D02

D02 D02

D03

D04

D05

D06 D07

D06

D10

D06

D10

D08 D08 D08 D08

D08

D08 D08 D08

D08D08D08

D12 D12

D12

D08

D11

D13

D14 D14

D14

D16

D09

D17

D14

D06 D10 D09

D06

D10 D09

D08

D13

D16 D18 D03

D08

D18

D18 D05

D05D05

D15

D18

8'-0"

GYP BD/PT-8A

8'-0"

ACT 1 /

8'-0"

ACT 2 /

8'-0"

GYP BD/PT-8A

8'-0"

GYP BD/PT-8A

S S

8'-0"

GYP BD/PT-8A

8'-0"

GYP BD/PT-8A

8'-0"

GYP BD/PT-8A

CANLIGHT

WALL MOUNTED FIXTURE

SPEAKER

AIR DIFFUSER

RETURN AIR GRILLE

PTD. GYPSUM BOARD

CEILING / SOFFIT

RCP LEGEND

79' - 6" TO EXIT

ADOPTED CODES - VILLAGE OF

SCHAUMBURG

2021 INTERNATIONAL BUILDING CODE (IBC), EXCLUDING

CHAPTER 27 ELECTRICAL, CHAPTER 28 MECHANICAL

SYSTEMS, AND CHAPTER 29 PLUMBING SYSTEMS

2021 INTERNATIONAL EXISTING BUILDING CODE (IEBC),

VILLAGE OF SCHAUMBURG ORDINANCE, TITLE 15,

CHAPTER 153, AMENDMENTS TO THE BUILDING CODE

2021 INTERNATIONAL MECHANICAL CODE (IMC)

2021 INTERNATIONAL ENERGY CONSERVATION CODE

(IECC), WITH ILLINOIS AMENDMENTS

2020 NATIONAL ELECTRICAL CODE (NEC), NFPA 70,

VILLAGE OF SCHAUMBURG ORDINANCE, TITLE 15,

CHAPTER 152: AMENDMENTS TO THE NATIONAL

ELECTRICAL CODE

2021 INTERNATIONAL PLUMBING CODE (IPC): CHAPTERS

11, 12, 13 AND 14.

2014 ILLINOIS PLUMBING CODE

2021 INTERNATIONAL FIRE CODE (IFC): APPENDIX D, E, F,

G AND N.

VILLAGE OF SCHAUMBURG ORDINANCE, TITLE 15,

CHAPTER 157: AMENDMENTS TO THE FIRE CODE

2019 NFPA 13, 13R, 13D AND 72

2018 ILLINOIS ACCESSIBILITY CODE,

CHAPTER 11 ACCESSIBILITY, OF 2021 IBC,

2017 ICC / ANSI A117.1, ACCESSIBLE AND USABLE

BUILDINGS AND FACILITIES

ORIGINAL BUILDING CODE ANALYSIS*

(BOCA 1987 W/ LOCAL AMENDMENTS)

USE GROUP: B

TYPE OF CONSTRUCTION: 2C - UNPROTECTED

ALLOWABLE AREA: 3 Story, 40' 21,600 SF / Floor

ACTUAL AREA: 1 Story, 39'

18,000 SF / MAIN FLOOR

FIRE GRADING: 2 Hr.

EXTERIOR WALLS: 0 Hr.

(Greater than 10' Separation)

STAIRWAYS AND EXIT PASSAGEWAYS: 1 Hr.

(Less than 4 Stories)

VERTICAL SHAFTS (MECHANICAL) 2 Hr.

EXIT ACCESS CORRIDORS: 0 Hr.

(Serving less than 30 Occupants)

INTERIOR BEARING WALLS & COLUMNS: 0 Hr.

FLOOR CONSTRUCTION: 0 Hr.

ROOF CONSTRUCTION: 0 Hr.

EXIT ACCESS TRAVEL DISTANCE: 200 Feet

FIRE SUPPRESSION SYSTEM: Partial (Lower Level)

* Annotated/reported per original stamped drawing analysis

CODE REVIEW

Renovations include new fixtures, finishes and revisions in access to individual toilet/shower facilities. Total number of fixtures are not being reduced and no occupancy is being added.

All new work is to be in compliance with the applicable code requirements.

EXISTING 2 HOUR FIRE BARRIER-NOT UPGRADED.

ALL NEW WORK TO CONFORM (SHAFT ENCLOSURES: 707.3.1, HORIZ EXITS: 1026.1 /707 /711, OCCUPANCY SEPARATIONS: 508.4, INTERIOR EXIT STAIRWAY 1023.2/ EXIT ACCESS STAIRWAY: 1009.3.1)

EXISTING 1 HOUR FIRE BARRIER-NOT UPGRADED. ALL NEW WORK TO CONFORM (SHAFT ENCLOSURES: 707.3.1, INCIDENTAL USE AREAS: 509, OCCUPANCY SEPARATIONS: 508.4, INTERIOR EXIT STAIRWAY 1023.2/ EXIT

ACCESS STAIRWAY: 1009.3.1)

CODE PLAN LEGEND

DOOR OPENINGS:

GLAZING:

DUCTWORK:

DOOR OPENINGS:

GLAZING:

DUCTWORK:

60 MIN. (SHAFT ENCLOSURES)

45 MIN. (INCIDENTAL USE AREAS, OCCUPANCY SEPARATIONS)

60 MIN. OPENINGS: 100 SQ IN MAX, 33" MAX HT, 10" MAX WIDTH

45 MIN. OPENINGS: 1296 SQ IN MAX, 54" MAX HT, 54" MAX WIDTH

90 MIN. FIRE DAMPER (NOT REQUIRED WITH DUCTED HVAC)

90 MIN FIRE/ SMOKE DAMPER (AT SHAFT ENCLOSURES)

90 MIN.

100 SQ IN MAX, 33" MAX HT, 10" MAX WIDTH

90 MIN. FIRE DAMPER

90 MIN. FIRE/SMOKE DAMPER (AT SHAFT ENCLOSURES AND

HORIZONTAL EXITS)

POINT OF EGRESS

TRAVEL DISTANCE

POINT OF DECISION

LINE OF TRAVEL

DISTANCE TO EXIT

15'-0"

2 31

A102

A102L

8'-8"

A5.2xx

GA2

A4.2xx

DETAIL NO

DRAWING NO

DETAIL NO

DRAWING NO

DETAIL NO

DRWG NO

WALL TYPES - INTERIOR

HINGE SIDE

BORROWED LIGHT

DOOR OR WDW SWING

& NO

ROOM NAME

REVISIONS

ELEVATION

NOTES APPLYNOTES, DIMENSIONS &

DETAIL KEYS APPLY FROM

NOTED DETAIL

DETAIL REFERENCE

OPENINGS,

DEPRESSIONS OR AS

NOTED

ELEVATIONS

SECTIONS

A102

A4.1xx

SYMBOLS

A4.7xx

CLASSROOM

CEILING HEIGHT

CEILING MATL/ FIN ACT 1/-

ROOM NUMBER

OWNER INFO, AS

NEEDED

EXISTING WALL/ DOOR/

OTHER

A102

CLASSROOM

ART

DEMOLISHED WALL/ DOOR/

OTHER

A5.1xx

INTERIOR EXTERIOR

WALL TYPES - EXTERIOR WA-01

1 2 3 4 5 6 7 8

NorthCheck:

Drawn:

Date:

Comm:

License Number:

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of

Scale:

Date

A u to d e s k D o c s

I S c h a u m b u rg

F ir e

S ta ti o n

B a th ro o m

R e n o /2

S c h a u m b u rg S ta ti o n

B a th ro o m

R e n o v a ti o n s .r v t

As indicated

Village of Schaumburg

Fire Station 54 - Bathroom Renovations

A1.01

CODE PLAN,

DEMOLITION

PLAN,

REFLECTED

CEILING PLAN, &

SYMBOLS

101 Schaumburg Court Schaumburg, IL 60193

1601 Roselle Road Schaumburg, IL 60195

MJM

1-26-2024

233122

Illinois

11/30/24001-020883

ARCHITECT

DEMOLITION GENERAL NOTES

1. DEMOLITION NOTES AND PLANS ARE PROVIDED AS A GUIDE

ONLY. CONTRACTOR TO VERIFY EXISTING CONDITIONS AND

EXAMINE DRAWINGS AND DETAILS TO DETERMINE EXTENT

AND LIMITS OF DEMOLITION REQUIRED TO ACCOMMODATE

NEW CONSTRUCTION.

2. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL

ASPECTS OF DEMOLITION. CONTRACTOR TO REVIEW ALL

DRAWINGS FOR ADDITIONAL DETAILS AND CONSTRUCTION

SEQUENCING NOTES. MECHANICAL AND ELECTRICAL

DEMOLITIONS ARE SHOWN ON MECHANICAL AND

ELECTRICAL DRAWINGS.

3. REFER TO MECHANICAL AND ELECTRICAL FOR ADDITIONAL

DEMOLITION NOTES.

4. CONTRACTOR TO COORDINATE DEMOLITION WITH DETAILS

AND LINTEL SCHEDULE TO INSTALL NEW LINTELS OR

STRUCTURAL COMPONENTS TO SUPPORT EXISTING

STRUCTURE.

5. PROVIDE AND COORDINATE ALL DEMOLITION AND

RECONSTRUCTION WITH NEW WORK PLAN DIMENSIONS

AND INSTALLATION OF NEW MATERIALS AND FINISHES, AS

REQUIRED, WHETHER INDICATED ON DRAWINGS OR NOT.

6. PROVIDE SMOOTH AND CLEAN SUBSTRATE TO ALL AREAS

RECEIVING NEW FINISHES. COORDINATE WORK WITH

PLANS AND THE ROOM FINISH SCHEDULE.

7. ALL RELATED WOOD BLOCKING SUPPORT STRUCTURE,

HARDWARE CONNECTION DEVICES, ADHESIVES, AND/OR

MASTIC SHALL BE REMOVED FROM SURFACES AT ITEMS

NOTED FOR REMOVAL. PROVIDE SURFACES ACCEPTABLE

FOR PATCHING AND/OR NEW WORK.

8. DEMOLITION NOTES WITHOUT ARROWS INDICATE THAT THE

NOTE APPLIES TO THE ENTIRE ROOM.

9. CONTRACTOR TO X-RAY FLOORS PRIOR TO CUTTING

THROUGH PRECAST PLANK FLOOR STRUCTURE TO AVOID

CUTTING PRESTRESSED TENDONS. ANY FLOOR CORES

SHOULD BE SPACED AT 3X THE DIAMETER WITH NO CORES

THROUGH ADJACENT CELLS IN THE PLANK.

1/4" = 1'-0"

MAIN LEVEL DEMOLITION PLAN

6' 12'

1/4" = 1'-0"

MAIN LEVEL REFLECTED CEILING PLAN

6' 12'

RCP GENERAL NOTES

1. FOR WALLS THAT PENETRATE CEILINGS SEE

WALL TYPES SHOWN ON THE FLOOR PLAN.

2. SPRINKLER HEADS ARE NOT SHOWN. LOCATE

ALL SPRINKLER HEADS IN THE CENTER OF

CEILING TILES.

3. FOR DIFFUSER AND RETURN GRILL SIZES, SEE

MECHANICAL PLANS.

4. FOR LIGHT FIXTURE TYPES, SEE ELECTRICAL

LIGHTING PLANS.

5. CEILINGS HEIGHTS INDICATED ON PLAN (E.G.

9'-0") ARE FROM FINISHED FLOOR OF LEVEL OF

PLAN SHOWN OR INDICATED AS 109’-0”.

6. ACOUSTICAL TILE CEILING GRID IS TO BE

CENTERED IN RECTANGULAR ROOM OR

CENTERED BETWEEN LONGEST WALLS OF

IRREGULARLY SHAPED ROOMS UNLESS

OTHERWISE NOTED.

7. PLACE CONTROL JOINTS NOT MORE THAN 30

FEET APART ON WALLS, SOFFITS, AND

CEILINGS OVER 50 FEET IN LENGTH, AT

LOCATIONS SUSCEPTIBLE TO CRACKING AND

AS SHOWN ON THE DRAWINGS. VERIFY

CONTROL JOINT LOCATIONS WITH ARCHITECT

PRIOR TO INSTALLATION.

8. FOR CEILING MATERIAL WHEN MORE THAN ONE

CEILING MATERIAL OCCURS THE CEILING

FINISH IS INDICATED THUS: "/".

9. CONTRACTOR RESPONSIBILE FOR ADDITIONAL

REMOVAL AND REINSTALLATION OF EXISTING

CEILING IN PORTIONS OF THE BUILDING NOT

SHOWN ON THE RCP DUE TO MECH AND

SECURITY WORK. COORDINATE EXTENT OF

WORK WITH MECH/SECURITY DRAWINGS. AT

AREAS OF ACT, CEILING TILE AND GRID

SHOULD BE REMOVED AND REPLACED WITH

CARE - TILES DAMAGED DUE TO NEW WORK TO

BE REPLACED BY CONTRACTOR. AT AREAS OF

PLASTER/GYP BD, CEILING NEEDS TO BE CUT,

PATCHED AND REPAINTED TO MATCH

EXISTING. AT AREAS OF MTL SECUTIRY

CEILING, CEILING TO BE REMOVED AND

REPLACED WITH CARE - PATCH VOIDS AS

REQUIRED BY NEW WORK. CONTRACTOR TO

FIELD VERIFY EXISTING CEILING CONDITIONS.

1/16" = 1'-0"

CODE PLAN - MAIN LEVEL

12' 24'

ACP CEMENTITIOUS ACOUSTIC PANELS

ACT ACOUSTICAL CEILING TILE

ADO AUTOMATIC DOOR OPERATOR

AF ACCESS FLOORING

AFF ABOVE FINISHED FLOOR

AFS AT FINISH SLAB

ALT #_ ALTERNATE NUMBER

ALUM ALUMINUM

AMB AMBULATORY

AP ACCESS PANEL

AWC ACOUSTICAL WALL COVERING

AWF ACOUSTICAL WALL FABRIC

AWP ACOUSTICAL WALL PANEL

B BLK BURNISHED CONCRETE BLOCK

BLDG BUILDING

BO___ BOTTOM OF ______

BRK BRICK

C BLK CONCRETE BLOCK

C TILE-__(#) CERAMIC TILE

CC CUBICAL CURTAIN

CG CORNER GUARD

CH COAT HOOK

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CM CULTURED MARBLE

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

CPT CARPET

CR CARD READER

CRF CHEMICAL RESISTANT FLOORING

CU CONDENSING UNIT

CUH CABINET UNIT HEATER

CW-__(#) CURTAINWALL TYPE

D TILE-__(#) DECORATIVE TILE

DEMO DEMOLITION

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISP DISPENSER

DN DOWN

DP DOOR PROTECTION

DPS DOOR POSITION SWITCH

DS DOWNSPOUT

DTL DETAIL

DWGS DRAWINGS

DWP DECORATIVE WALL PANEL

EA EACH

EDH ELECTRIC HAND DRYER

EIFS EXTERIOR INSULATION AND FINISH

SYSTEM

EJ EXPANSION JOINT

ELEC ELECTRICAL

ELEV ELEVATION

EPDM ETHYLENE PROPYLENE DIENE MONOMER

EQ EQUAL

EQUIP EQUIPMENT

EWC ELECTRIC WATER COOLER

EWG END WALL GUARD

EXIST EXISTING

EXP EXPOSED

EXT EXTERIOR

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FEP FINISHED END PANEL

FF&E FIXTURES, FURNITURE, & EQUIPMENT

FFE FINISHED FLOOR ELEVATION

FOB FACE OF BRICK

FRP FIBERGLASS REINFORCED PANEL

FTG FOOTING

FZR FREEZER

G BLK GLAZED CONCRETE BLOCK

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GEN GENERAL

GL GLAZING

GRD BLK GROUND FACE CONCRETE BLOCK

GST GLAZED STRUCTURAL TILE

GWB GYPSUM BOARD

HB HOSE BIBB

HCAP HANDICAPPED

HD HEAD

HM HOLLOW METAL

HR IMPACT RESISTAND HANDRAILS

HRDBD HARDBOARD

HSD HAND SANITIZER DISPENSER

IDM INTERACTIVE DISPLAY MONITOR

INFO INFORMATION

INSUL INSULATION

JT JOINT

L-__(#) LOUVER TYPE

LFD LINEAR FLOOR DRAIN

LINO LINOLEUM

LT-__(#) LOCKER

LVT LUXURY VINYL TILE

MACH MACHINE

MATL MATERIAL

MAX MAXIMUM

MBD MARKERBOARD

MECH MECHANICAL

MED CAB MEDICAL CABINET

MEF MOSAIC EPOXY FLOORING

MFR MANUFACTURER

MH MOP/ BROOM HOLDER

MIN MINIMUM

MIR MIRROR

MIR/S MIRROR WITH SHELF

MISC MISCELLANEOUS

MO MASONRY OPENING

MON MONITOR

MTD MOUNTED

MTL METAL

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NSF NON-SLIP FLOORING

NTS NOT TO SCALE

OC ON CENTER

OD OVERFLOW DRAIN

OFCI OWNER FURNISHED / CONTRACTOR

INSTALLED

OFOI OWNER FURNISHED / OWNER INSTALLED

OH OVERHEAD

OPP OPPOSITE

P LAM PLASTIC LAMINATE

P TILE-__(#) PORCELAIN TILE

PLAS PLASTER

PLYWD PLYWOOD

POL CONC POLISHED CONCRETE

PREV PREVIOUS

PRV POWER ROOF VENTILATOR

PT CONC PAINTED/ SEALED CONCRETE

PT__(#) PAINT

PTD PAPER TOWEL DISPENSER

PTE__(#) PAINT, EPOXY

PTL PRESSURE TREATED LUMBER

PVC POLYVINYL CHLORIDE

PWP PLASTIC (PHENOLIC) WALL PANEL

Q TILE-__(#) QUARRY TILE

QTZ QUARTZ

R RADIUS

RAF RESILIENT ATHLETIC FLOORING

RB RUBBER BASE

RBST RUBBER STAIR TREAD

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REF REFRIGERATOR

REF REFER, REFERENCE

REINF REINFORCING, REINFORCED

REQ'D REQUIRED

RF RESINOUS FLOORING

RFT RUBBER FLOORING

RH RELIEF HOOD

RO ROUGH OPENING

RP RESIN PANEL

RTU ROOF TOP UNIT

RUB RUBBER

RWL RAIN WATER LEADER

S&R SHELF AND ROD

SAN SANITARY

SB SPLASH BLOCK

SCHED SCHEDULE

SD SOAP DISPENSER

SEC SECTION

SF SQUARE FOOT (FEET)

SF-__(#) STOREFRONT TYPE

SGNL SIGNAL

SHLVG SHELVING

SIM SIMILAR

SMV STONE MASONRY VENEER

SND SANITARY NAPKIN DISPENSER

SNR SANITARY NAPKIN RECEPTOR

SPECS SPECIFICATIONS

SS STAINLESS STEEL

SSF SOLID SURFACE FABRICATION

STD STANDARD

STL STEEL

STN STONE

STRUCT STRUCTURAL

SV SHEET VINYL

TB TOWEL BAR

TBD TACKBOARD

TEMP TEMPORARY

TERR TERRAZZO

TO ___ TOP OF ____

TP TOWEL PIN

TPH TOILET PAPER HOLDER

TR TOWEL RING

TT TRAFFIC TOPPING

TWC TACKABLE WALLCOVERING

TYP TYPICAL

UL UNDERWRITER'S LABORATORY

UNO UNLESS NOTED OTHERWISE

UR URINAL

USF URETHANE SLURRY FLOORING

V PLAS VENEER PLASTER

VAT VINYL ASBESTOS TILE

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VIF VERIFY IN FIELD

VTR VENT THROUGH ROOF

VWC VINYL WALLCOVERING

W-__(#) WINDOW TYPE

W/ WITH

WB WOOD BASE

WC WATER CLOSET

WD WOOD

WG WALL GUARD

WP-__(#) WALL PROTECTION

WRB WEATHER RESISTIVE BARRIER

WSCT WAINSCOT

WWF WELDED WIRE FABRIC

ABBREVIATIONS

Revisions

Description Date Num

CORRIDOR

HALLWAY

BUNK ROOM

CONFERENCE

STAIR

CORRIDOR

LT TOILET

A304

313A

TOILET 1

A307

TOILET 2

A306

CIRC

A305

TOILET 3

A310

TOILET 4

A309

STOR

A308

A304

A306

A309A A310

A307

A309B

A1.02

C L

E A

R M

3'-0"

WC-HC

GB NO 2

F R

O M

L A

T C

L E

A R

E Q

1'-6"

EQ EQ

TPH

GB NO 1

CURTAIN ROD

CONTROL

WALL

3'-0"

1'-6"

WC-HC

3'-0"

GB NO 2

TPH

GB NO 1

CURTAIN ROD

CONTROL

WALL

1'-0" MIN

EQ EQ

ALIGN

EQ EQ

GB NO 2

GB NO 1

TPH

WC-HC

E Q

GB NO 1

TPH

GB NO 2

SHOWER SEAT

CURTAIN ROD

CONTROL

WALL (ADA)

3'-0"

CURTAIN

ROD

CONTROL

WALL

M No. 1 M No. 1

M No. 1

S. DISP

PTD PTD

PTD

P T

TOWEL HOOK TOWEL HOOK

ADA TOWEL HOOK

TOWEL HOOK

TOILETRY SHELF TOILETRY SHELF

TOILETRY SHELF

WC-HC

TPH

TOILETRY SHELF

SHOWER

A304A

12 GB NO 4

SHOWER SEAT

CONTROL

WALL

3'-0" (VIF)

A1.02E7 CURTAIN

ROD

TOWEL HOOK

S. DISP

M No. 5

S. DISP

PTD

GB NO 5

GB NO 3

FD FD

FDFD

GA6

GB2

GA6

SIM

MB2

A1.02

SIM

IM D5

SIM

A1.02

SIM

IM D7

SIM

D5 S

A1.02

SIM

IM D7

SIM

A1.02

SIM

MB3

FLOOR PLAN KEY NOTES:

01 36X36 (NON-ADA) STANDARD SOLID SURFACE

ONE-PIECE SHOWER RECEPTOR & SHOWER

SURROUND, PROVIDE 5/8" CEMENT BOARD

SUBSTRATE FOR SURROUND - COORDINATE ALL

DIMENSIONS WITH MFR REQUIREMENTS. REFER TO

SCHED FOR FINISH.

02 36X36 ADA SOLID SURFACE ONE-PIECE SHOWER

RECEPTOR W/ INTEGRAL THRESHOLD & SHOWER

SURROUND, PROVIDE 5/8" CEMENT BOARD

SUBSTRATE FOR SURROUND - COODINATE ALL

DIMENSIONS WITH MFR REQUIREMENTS. REFER TO

SCHED FOR FINISH.

03 PROVIDE CUSTOM SOLID SURFACE SHOWER

SURROUND - COORDINATE ALL DIMENSIONS WITH

EXISTING CONDITIONS. REFER TO SCHED FOR

FINISH.

04 REFER TO MECH FOR WALL-MOUNTED DESIGNER

SERIES SINK & CABINETS, REFER TO MATERIAL

FINISH SCHEDULE FOR SOLID SURFACE COLOR.

05 REFER TO MECH FOR WALL-MOUNTED ELGR SERIES

SINK, REFER TO MATERIAL FINISH SCHEDULE FOR

SOLID SURFACE COLOR.

06 PATCH FLOOR AT ALL REMOVED/ABANDONED ITEMS,

INCLUDING BUT NOT LIMITED TO PLUMBING

FIXTURES AND WALLS, AND PROVIDE LEVEL

SURFACE FOR INSTALLATION OF NEW FLOORING AS

SCHEDULED. FLOOR LEVELING TO BE CEMENT

BASED. COORDINATE ALL WORK WITH

PLUMBING/MECHANICAL.

07 C.BLK WALL WITH BULL-NOSED END. PAINT TO

MATCH EXISTING - SEE DETAIL

08 INFILL MASONRY WALL AT REMOVED ITEM, REFER TO

CODE PLAN FOR ALL RATING REQUIREMENTS.

TOOTH IN CMU TO MATCH EXISTING COURSING AND

PAINT WALL FULL HEIGHT, CORNER TO CORNER TO

MATCH EXISTING AND PROVIDE VINYL BASE TO

MATCH EXISTING.

09 COORDINATE CONTRACTOR PROVIDED SHOWER

TRAILER LOCATION WITH OWNER. REFER ALSO TO

MECH/ELEC.

10 PAINT WALL CORNER TO CORNER TO MATCH

EXISTING, REFER TO SCHEDULE.

11 PROVIDE METAL FLOOR TRANSITION

12 EXTEND FLOORING AS SCHEDULED OVER EXISTING

CURB AND INTO SHOWER WITH ADDED FLAKE IN

SHOWER AS NEEDED FOR SLIP RESISTANCE.

PROVIDE EPOXY COVE BASE TO MIN HEIGHT OF 6"

WITH TRANSITION AT SOLID SURFACE SHOWER

RECEPTOR - SEE DETAIL

13 CORNER TRIM - SEE DETAIL

14 CORNER TRIM - SEE DETAIL

15 PAINT EXISTING FRAME (BOTH SIDES) TO MATCH

EXISTING. PATCH FRAME AS NEEDED PROVIDE

CLOSURE PLATES, BONDO, SAND SMOOTH AND

PRIME AT REMOVED HARDWARE AS NEEDED TO

PROVIDE SURFACE FOR INSTALLATION OF NEW

HARDWARE.

16 REFER TO MECH FOR WORK ON ROOF AT LOCATION

OF EXISTING EXHAUST FAN. CONTRACTOR IS

RESPONSIBLE TO PROTECT ALL EXISTING

EQUIPMENT TO INCLUDE ROOF SURFACE AS NEEDED

FOR NEW WORK.

D1/A1.03

E4/A1.03

F4/A1.03

17 CORNER TRIM - SEE DETAIL E3/A1.03

18 CORNER TRIM - SEE DETAIL D3/A1.03

F7/A1.03

GRAB BAR #2

4"- 6"

1'-0" 2'-0"

ALTERNATE 1:

PROVIDE VERTICAL

GRAB BAR

PAPER

TOWEL

DISPENSER

SINK

MIRROR (CENTERED

ON THE SINK)

M A

X T

O C

O N

T R

O L

A X

M A

SOAP DISPENSER

A X

GRAB BAR #1

TOILET PAPER HOLDER

1'-0"

39" -41"

-4

42"

TOILETRY SHELF (LOCATE AT LEAST 6"

FROM GRAB BARS)

NOTE: HASHED AREA INDICATES

ACCEPTABLE AREA FOR PROTRUDING

TOILET ACCESSORIES

24"

ALTERNATE 1: PROVIDE

VERTICAL GRAB BAR

RECESSED

TOILETRY

NICHE

ADJUSTABLE

SHOWER HEAD

GRAB BAR #3

SHOWER VALVE

SIDEWALL

GRAB BAR #5

3'-0"

4" MAX

M A

MAX

1'-3"

M A

CONTROL

AREA

SHOWER ENTRY

SIDE

F U

L L

H E

T S

O L

U R

F A

C E

S U

R R

O U

N D

NOTE: SIMILAR AT

NON-ADA CONDITION,

OMIT GRAB BARS AND

ADJUSTABLE

SHOWER HEAD

BACK WALL

SHOWER SEAT #1

GRAB BAR #5

3'-0" MIN

F U

L L

H E

T S

O L

U R

F A

C E

S U

R R

O U

N D

NOTE: SIMILAR AT

NON-ADA CONDITION,

OMIT GRAB BARS AND

SHOWER SEAT

SIDEWALL

SHOWER SEAT #1

1 1/2"

-1

3'-0"

F U

L L

H E

T S

O L

U R

F A

C E

S U

R R

O U

N D

NOTE: SIMILAR AT

NON-ADA CONDITION,

OMIT SHOWER SEAT

ADA HEIGHT

TOWEL

HOOK

STANDARD

HEIGHT TOWEL

HOOK

" 4

FR 1

2"AS SCHED2"

A S

S C

H E

D U

L E

OVERALL WIDTH

FLUSH

AS SCHED

A S

S C

H E

D U

L E

CUT TILE BASE

FULL HEIGHT 24"X48" TILE 2

(ACCENT), HORIZONTAL

STACKED BOND LAYOUT

MIRROR

REFER TO MOUNTING

HEIGHT DETAILS FOR

TOILET ACCESSORIES, TYP

SOLID SURFACE SHOWER

RECEPTOR AND SURROUND,

REFER TO MOUNTING HEIGHT

DETAILS FOR FIXTURES &

TOILET ACCESSORIES

METAL CORNER TRIM

DESIGNER SERIES SINK,

REFER TO MECH

TOWEL HOOK

SOAP DISPENSER

PAPER TOWEL DISPENSER

ANGLED STAINLESS STEEL

ENCLOSURE, REFER TO MECH2

M A

LIGHT FIXTURE, REFER TO ELEC

CUT TILE BASE

ALTERNATE 1: PROVIDE FULL

HEIGHT 12"X24" TILE 1,

HORIZONTAL STACKED BOND

LAYOUT (OMIT WAINSCOT TRIM)

METAL TRIM, REFER TO DETAILS

PAPER TOWEL DISPENSER

(P A

A B

O V

B A

S E

E W

S C

O T

A L T

E R

N A

T E

F U

L L

H E

T T

REFER TO MOUNTING

HEIGHT DETAILS FOR

TOILET ACCESSORIES, TYP

TOWEL HOOK

(P A

A B

O V

B A

S E

E W

S C

O T

CUT TILE BASE

A L T

E R

N A

T E

F U

L L

H E

T T

ALTERNATE 1:

PROVIDE FULL HEIGHT

12"X24" TILE 1, HORIZONTAL

STACKED BOND LAYOUT

(OMIT WAINSCOT TRIM)

METAL TRIM, REFER TO

DETAILS

ALTERNATE 1: PROVIDE

VERTICAL GRAB BAR

REFER TO MOUNTING

HEIGHT DETAILS FOR

TOILET ACCESSORIES, TYP

" CUT TILE BASE

ALTERNATE 1: PROVIDE FULL

HEIGHT 12"X24" TILE 1,

HORIZONTAL STACKED BOND

LAYOUT (OMIT WAINSCOT TRIM)

METAL TRIM, REFER TO DETAILS

ALTERNATE 1: PROVIDE

VERTICAL GRAB BAR

REFER TO MOUNTING

HEIGHT DETAILS FOR

TOILET ACCESSORIES, TYP

(P A

A B

O V

B A

S E

E W

S C

O T

A L T

E R

N A

T E

F U

L L

H E

T T

SOLID SURFACE SHOWER

RECEPTOR AND SURROUND,

REFER TO MOUNTING HEIGHT

DETAILS FOR FIXTURES &

TOILET ACCESSORIES

METAL CORNER TRIM, REFER

TO DETAILS

8'-0" (VIF)

SCRIBE

2'-6" 2'-6" 2'-6"

SCRIBE

CUT TILE BASE

FULL HEIGHT 24"X48" TILE 2

(ACCENT), HORIZONTAL

STACKED BOND LAYOUT

MIRROR

REFER TO MOUNTING

HEIGHT DETAILS FOR

TOILET ACCESSORIES, TYP

DESIGNER SERIES SINK,

REFER TO MECH

SOAP DISPENSER

P.LAM CABINETS, REFER

MECH & FINISH SCHEDULE

LIGHT FIXTURE, REFER TO ELEC

FOR FRAME DEPTH, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED:

GYPSUM BOARD PARTITIONS: THROAT OF FRAME TO MATCH WALL THICKNESS.

MASONRY PARTITIONS:

4" WALL: 3 3/4" FRAME

6" WALL: 5 3/4" FRAME

8" AND GREATER WALL: 7 3/4" FRAME DEPTHS ARE SCHEDULED IN NOMINAL DIMENSIONS.

ALL DOORS ARE 1 3/4" THICK UNLESS OTHERWISE NOTED.1.

DOOR SCHEDULE GENERAL NOTES

DOOR SCHEDULE REMARKS

PROVIDE KICKPLATE ON INSIDE FACE OF DOOR.

1. BASE BID: PROVIDE CERAMIC TILE TO A HEIGHT OF 4'-4" WITH EPOXY PAINT (PT-6A)

ABOVE. SEE ELEVATIONS FOR TILE PATTERN INFORMATION.

NOTE: LAVATORY WALL AND ADJACENT WING WALL SHALL REMAIN FULL HEIGHT.

2. PROVIDE CERAMIC TILE FULL HEIGHT ON LAVATORY WALL AND ADJACENT WING

WALL AT SHOWER. SEE ELEVATIONS FOR TILE PATTERN INFORMATION.

3. ALTERNATE 1: (ADD) PROVIDE CERAMIC TILE FULL HEIGHT, TYP ALL WALLS. SEE

ELEVATIONS FOR TILE PATTERN INFORMATION.

ROOM FINISH SCHEDULE REMARKS

4. PROVIDE EPOXY FLOOR W/COVE BASE AND SHOWER SURROUND AS NOTED, REFER TO

PLAN, DETAILS AND ELEVATIONS.

PROVIDE CERAMIC TILE FULL HEIGHT ON LAVATORY WALL. SEE ELEVATIONS FOR TILE

PATTERN INFORMATION.

PROVIDE VINYL BASE, 4" COVE AT ALL LOCATIONS, ROPPE, JOHNSONITE OR OTHER EQUAL

WITH COLOR TO MATCH EXISTING BUILDING BASE INSTALLATION.

1 2 3 4 5 6 7 8

NorthCheck:

Drawn:

Date:

Comm:

License Number:

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of

Scale:

Date

A u to d e s k D o c s

I S c h a u m b u rg

F ir e

S ta ti o n

B a th ro o m

R e n o /2

S c h a u m b u rg S ta ti o n

B a th ro o m

R e n o v a ti o n s .r v t

As indicated

Village of Schaumburg

Fire Station 54 - Bathroom Renovations

A1.02

ENLARGED PLAN,

ELEVATIONS,

SCHEDULES AND

DETAILS

101 Schaumburg Court Schaumburg, IL 60193

1601 Roselle Road Schaumburg, IL 60195

MJM

1-26-2024

233122

Illinois

11/30/24001-020883

ARCHITECT

3/8" = 1'-0"

ENLARGED TOILET PLAN

3' 6'

FLOOR PLAN GENERAL NOTES

1. ALL PLAN DIMENSIONS ARE NOMINAL TO FACE OF WALL. WALL THICKNESSES ARE SHOWN NOMINAL, SEE WALL TYPES FOR ACTUAL THICKNESS.

2. ALL GWB / METAL STUD WALLS ARE TO BE 5 INCHES THICK UNLESS OTHERWISE NOTED.

3. ALL CONCRETE BLOCK WALLS ARE TO BE 8 INCHES THICK UNLESS OTHERWISE NOTED.

4. COORDINATE SIZE AND LOCATION OF ALL DUCT AND SHAFT OPENINGS IN WALLS AND FLOORS W/

MECH. AND ELEC. PROVIDE ALL REQUIRED LINTELS FOR OPENINGS. SEE LINTEL SCHEDULE.

5. REFER TO MECHANICAL DRAWINGS TO SET FLOOR DRAINS, COORDINATE HEIGHTS AND LOCATION.

6. ALL DOOR / SIDELITE OPENINGS TO BEGIN 4" FROM ADJACENT WALL UNLESS OTHERWISE NOTED.

7. FIRE RATED WALLS ARE INDICATED ON CODE PLANS.

8. CONTRACTOR IS RESPONSIBLE FOR REPAIR OR REPLACEMENT OF ALL EXISTING ITEMS TO REMAIN

THAT SUSTAIN DAMAGE DUE TO CONSTRUCTION ACTIVITIES.

ROOM FINISH SCHEDULE

ROOM NO ROOM NAME FLOOR BASE

N WALL - TYP E WALL S WALL W WALL

REMARKSMATL FIN MATL FIN MATL FIN MATL FIN

A304 LT TOILET EPOXY C TILE 1 EXIST C TILE 1 EXIST C TILE 1 EXIST C TILE 1 C BLK C TILE 2 1,3,5

A304A SHOWER EPOXY EPOXY -- SSF-3 -- SSF-3 -- SSF-3 -- SSF-3 4

A305 CIRC EPOXY VB GYP BD PT-6A EXIST PT-6A GYP BD PT-6A GYP BD PT-6A 6

A306 TOILET 2 EPOXY C TILE 1 C BLK C TILE 1 EXIST C TILE 2 GYP BD C TILE 1 GYP BD C TILE 1 1,2,3,4

A307 TOILET 1 EPOXY C TILE 1 C BLK C TILE 1 -- C TILE 1 GYP BD C TILE 1 C BLK C TILE 2 1,2,3,4

A308 STOR EPOXY VB GYP BD PT-6A GYP BD PT-6A GYP BD PT-6A C BLK PT-6A 6

A309 TOILET 4 EPOXY C TILE 1 GYP BD C TILE 1 GYP BD C TILE 1 EXIST C TILE 1 C BLK C TILE 2 1,2,3,4

A310 TOILET 3 EPOXY C TILE 1 GYP BD C TILE 1 EXIST C TILE 2 EXIST C TILE 1 GYP BD C TILE 1 1,2,3,4

DOOR / OPENING SCHEDULE

DOOR NO

DOOR / OPENING LABEL/

RATING

OVERAL

L WIDTH

FRAME

MOUNTING CONDITIONS

HDW GRP REMARKSTYPE QTY WIDTH HEIGHT MATL TYPE DEPTH MATL HEAD JAMB SILL

A304 EXIST 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- -- -- -- 1 1

A305 F 1 3'-0" 7'-0" WD -- 3'-4" EXIST -- HM -- EXIST EXIST -- 2 1

A306 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- F3/A1.03 F3/A1.03 -- 1 1

A307 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- F3/A1.03 F3/A1.03 -- 1 1

A308 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- F3/A1.03 F3/A1.03 -- 1

A309A F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- F3/A1.03 F7/A1.03 -- 1 1

A309B F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- E7/A1.03 F7/A1.03 -- 1 1

A310 F 1 3'-0" 7'-0" WD -- 3'-4" FR 1 -- HM -- F3/A1.03 F3/A1.03 -- 1 1

3/8" = 1'-0"

ADULT HCAP WC

2' 4'

3/8" = 1'-0"

LAV ELEV

2' 4'

3/8" = 1'-0"

ADULT HCAP WC

2' 4'

3/8" = 1'-0"

TRANSFER SHOWER STALL (36" X 36")

2' 4' 0 3/8" = 1'-0"

TRANSFER SHOWER STALL (36" X 36")

2' 4' 0 3/8" = 1'-0"

TRANSFER SHOWER STALL (36" X 36")

2' 4' 0 3/8" = 1'-0"

TOWEL BAR & TOWEL HOOK

2' 4'

3/8" = 1'-0"

ELEVATION AT TYP SINK

3/8" = 1'-0"

ELEVATION AT DOOR

3/8" = 1'-0"

ELEVATION AT TOILET SIDE WALL

3/8" = 1'-0"

ELEVATION AT TOILET REAR WALL

3/8" = 1'-0"

ELEVATION AT LT TOILET SINK

ROOM FINISH SCHEDULE GENERAL NOTES

1. IF ALL WALLS IN ROOM HAVE THE SAME FINISH, THE "N WALL-TYP" COLUMN

WILL BE USED.

2. DISCREPANCIES BETWEEN THE ROOM FINISH SCHEDULE AND DRAWINGS

SHALL BE REPORTED TO THE ARCHITECT FOR FINISH DETERMINATION.

3. REFER TO INTERIOR MATERIAL FINISH / COLOR SCHEDULE FOR SPECIFIC

FINISH TYPES AND COLORS.

EXISTING 8" PRECAST CONC SLAB

UNITS AND 3" CONC TOPPING

EPOXY FLOOR AS SCHEDULED,

EXTEND UP AND OVER EXISTING CURB

PROVIDE EPOXY FLOOR IN SHOWER WITH

COVE BASE TO MATCH HEIGHT OF EXISTING

CURB. PROVIDE LEVELING AS NEEDED TO

SLOPE FLOOR TO DRAIN AT 1/8" PER 1'-0"

LINE OF WALL BEYOND, WRAP CORNER

WITH SOLID SURFACE SHOWER SURROUND

CT CORNER TRIM (TRANSITION TO TILE)

SEALANT

PERPENDICULAR WALL AS

OCCURS

NOTE: DETAIL TYPICAL AT ALL

CONCRETE/MASONRY JUNCTURES U.O.N.

`L' BEAD AND SEALANT (EACH SIDE).

GWB EA SIDE

METAL STUD - SEAL TO WALL W/

ACOUSTICAL SEALANT.

MASONRY WALL

WALL AS OCCURS

TILE AS SCHEDULED

CT CORNER TRIM AT ALL OUTSIDE

CERAMIC TILE CORNERS, FULL

HEIGHT OF TILE

WALL AS OCCURS

TILE AS SCHEDULED

CT CORNER TRIM AT TOP OF

CERAMIC TILE WAINSCOT OR BASE,

FULL LENGTH OF TILE

EXISTING MASONRY WALL

HM FRAME, GROUT SOLID

SEALANT AND BACKER ROD EA SIDE

RECESSED FLATHEAD SLEEVE

(3 PER JAMB MIN)

PUTTY OVER ANCHOR

GROUT VOID IN EXISTING

MASONRY SOLID

SEE PLAN

STEEL LINTEL, SEE SCHEDULE

SOAP IN BLOCK AROUND STEEL LINTEL

TOOTH-IN MASONRY AS REQUIRED

EXISTING MASONRY WALL, SUPPORT

DURING INSTALLATION OF LINTEL.

REMOVE COURSES OF CMU AS

REQUIRED TO INSTALL NEW LINTEL.

HOLLOW METAL (HM) FRAME - GROUT SOLID

SEALANT, EACH SIDE

SEE PLAN

SEE SCHEDULE FOR FRAME DEPTH

ADJACENT WALL AS OCCURS

METAL STUD ANCHOR

DOUBLE STUDS @ JAMB

GWB PARTITION

NON-BEARING WALL LINTEL SCHEDULE

CLR MAS

OPENING

4" WALL

MASONRY LINTELS

1-#4 BOTTOM

4'-0" OR LESS 4'-1" TO 8'-0"

6" WALL 1-#4 BOTTOM

8" WALL 2-#4 BOTTOM

10" WALL 2-#4 BOTTOM

12" WALL 2-#4 BOTTOM

16" WALL

1-#5 BOTTOM

2-#5 BOTTOM

STEEL LINTELS

L3 1/2x3 1/2x5/16

4'-0" OR LESS 4'-1" TO 8'-0" 8'-1" TO 12'-0"

2-L2 1/2x 3 1/2x5/16 LLV

2-L3 1/2x3 1/2x5/16

2-L5x3 1/2x5/16 LLV + 5/16x11 PLATE

W8x10+ 5/16x15 PLATE

L5x3 1/2x5/16 LLV

2-L5x3x5/16 LLV

2-L5x3 1/2x5/16 LLV

2-L5x3 1/2x5/16 LLV + 5/16x11 PLATE

W8x10+ 5/16x15 PLATE

W8x15+ 5/16x15 PLATE

W8x15+ 5/16x11 PLATE

W8x15+ 5/16x9 PLATE

W8x15+ 5/16x7 PLATE

W8x15+ 5/16x5 PLATE

(32 psf)

(37 psf)

(42 psf)

(47 psf)

(62 psf)

(91 psf)

EXISTING METAL OR CONCRETE DECK,

AS OCCURS

FILL VOID WITH ACOUSTIC SPRAY SYSTEM

(AT RATED WALLS USE FIRESTOPPING

SYSTEM) (EACH SIDE)

ALLOW FOR 1" ROOF DEFLECTION @ TOP OF

WALL @ BOTTOM OF BAR JOIST, DO NOT

ATTACH GWB TO TOP TRACK

CEILING, AS OCCURS

SOUND ATTENUATION BATT INSUL

(SEE SCHEDULE BELOW)

SEAL ALL MECHANICAL/ELECTRICAL

PENETRATIONS W/ACOUSTIC SPRAY OR

FIRESTOPPING SYSTEM

FLOOR FINISH AND BASE AS SCHEDULED

MTL STUD FRAMING AT 16'' O.C.

5/8'' GWB, EACH SIDE

SEAL ALL VOIDS AROUND BAR JOIST WITH

INSUL AND SEALANT OR FIRESTOPPING

SYSTEM AND ADDITIONAL LAYERS OF

GWB, AS REQUIRED (ALLOW FOR

DEFLECTION)

SEALANT EACH SIDE (WHEN WALL IS

INSULATED)

BELOW FOR DIMENSION

SEE SCHEDULE

SET ALL STUD TRACKS AND PERIMETER

STUDS IN ACOUSTICAL SEALANT AT

INSULATED WALLS

F1 A1.03

AT INSULATED

WALLS

EXISTING METAL OR CONCRETE DECK,

AS OCCURS

FILL VOID WITH ACOUSTIC SPRAY SYSTEM

ALLOW FOR 1" ROOF DEFLECTION @ TOP OF

WALL @ BOTTOM OF BAR JOIST, DO NOT

ATTACH GWB TO TOP TRACK

CEILING, AS OCCURS

SOUND ATTENUATION BATT INSUL

(SEE SCHEDULE BELOW)

SEAL ALL MECHANICAL/ELECTRICAL

PENETRATIONS W/ACOUSTIC SPRAY

FLOOR FINISH AND BASE AS SCHEDULED

METAL STUD FRAMING AT 16'' O.C.

5/8'' GWB

SEAL ALL VOIDS AROUND BAR JOIST WITH

INSUL AND SEALANT AND ADDITIONAL

LAYERS OF GWB, AS REQUIRED (ALLOW

FOR DEFLECTION)

BELOW FOR DIMENSION

SEE SCHEDULE

SET ALL STUD TRACKS AND

PERIMETER STUDS IN ACOUSTICAL

SEALANT AT INSULATED WALLS

F1 A1.03

AT INSULATED

WALLS

WALL AS OCCURS, REFER TO WALL

TYPE DETAIL FOR CONSTRUCTION

TILE AS SCHEDULED

CT CORNER TRIM AT TOP OF CERAMIC TILE

WAINSCOT OR BASE, FULL HEIGHT OF TILE

SEALANT

SOLID SURFACE SHOWER SURROUND, REFER

TO TYPICAL STALL DETAILS FOR HEIGHT

5/8" CEMENT BOARD AT SHOWER,

FULL HEIGHT

CT CORNER TRIM AT TOP OF CERAMIC TILE

WAINSCOT OR BASE, FULL HEIGHT OF TILE

TILE AS

SCHEDULED

SHOWER

HOOK

WALL AS OCCURS, REFER TO WALL

TYPE DETAIL FOR CONSTRUCTION

TILE AS SCHEDULED

CT CORNER TRIM AT TOP OF CERAMIC TILE

WAINSCOT OR BASE, FULL HEIGHT OF TILE

SEALANT

SOLID SURFACE SHOWER SURROUND, REFER

TO TYPICAL STALL DETAILS FOR HEIGHT

5/8" CEMENT BOARD AT SHOWER, FULL HEIGHT

BEVELED TRIM TO MATCH SHOWER SURROUND

EXISTING MASONRY

WALL AS OCCURS

TILE AS SCHEDULED

CT CORNER TRIM AT TOP OF CERAMIC TILE

WAINSCOT OR BASE, FULL HEIGHT OF TILE

SEALANT

SOLID SURFACE SHOWER SURROUND, REFER

TO TYPICAL STALL DETAILS FOR HEIGHT

5/8" CEMENT BOARD

BEVELED TRIM TO MATCH SHOWER SURROUND

2" CONCRETE CAP CAST-IN-

PLACE W/ 1/2" BULLNOSE

RADIUS BOTH SIDES

BOND BEAM

NOTE: EDGES AT END OF WALL TO

BE BULLNOSE W/ 1/2" RADIUS

REINFORCING - #4 REBAR

DOWELS @ 48" O.C.

REINFORCING - PROVIDE 3/8"

HORIZ BARS EACH COURSE AND

1/2" VERT BARS 48" O.C.

8" LIGHTWEIGHTS CONCRETE

BLOCK GROUTED SOLID FULL

HEIGHT

REINFORCING - #4 REBAR

DOWELS @ 48" O.C. W/ 2 1/2"

EPOXY INTO EXISTING SLAB

EXISTING 8" PRECAST CONC

SLAB UNITS AND 3" CONC

TOPPING

FLOOR FINISH AND BASE AS

SCHEDULED

EXISTING 8" PRECAST CONC SLAB

UNITS AND 3" CONC TOPPING

BELOW FOR DIMENSION

SEE SCHEDULE

CEILING, AS OCCURS

CONCRETE BLOCK

AT EACH SIDE OF WALL, FILL VOID W/

ACOUSTIC SPRAY SYSTEM (AT RATED

WALLS USE FIRESTOPPING SYSTEM) AT

LONG SPAN JOIST, ADD 4'' HIGH CONCRETE

BLOCK ON TOP OF BOND BEAM.

EXISTING STEEL JOIST / STEEL DECK AS OCCURS

EXISTING CONCRETE STRUCTURE AS OCCURS

LINTEL SCHEDULE

1 1/2" = 1'-0"

WALL TYPE MB _

1/2' 1'

1 1/2" = 1'-0"

WALL TYPE GB _

1/2' 1'

1 1/2" = 1'-0"

HEAD AT EXISTING WALL

1/2' 1'

1 1/2" = 1'-0"

JAMB AT EXISTING WALL

1/2' 1'

1 1/2" = 1'-0"

WALL TYPE GA _

1/2' 1'

1 2 3 4 5 6 7 8

Check:

Drawn:

Date:

Comm:

License Number:

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of

Scale:

Date

A u to d e s k D o c s

I S c h a u m b u rg

F ir e

S ta ti o n

B a th ro o m

R e n o /2

S c h a u m b u rg S ta ti o n

B a th ro o m

R e n o v a ti o n s .r v t

As indicated

Village of Schaumburg

Fire Station 54 - Bathroom Renovations

A1.03

DETAILS AND

SCHEDULES

101 Schaumburg Court Schaumburg, IL 60193

1601 Roselle Road Schaumburg, IL 60195

MJM

1-26-2024

233122

Illinois

11/30/24001-020883

ARCHITECT

3" = 1'-0"

DETAIL @ SHOWER CURB

1.5" 3"0 3" = 1'-0"

GWB WALL JUNCTION

3" 6"

3" = 1'-0"

PLAN AT CORNER TRIM

3" 6"0 3" = 1'-0"

SECTION AT CORNER TRIM @ TILE WAINSCOT

3" 6"

3" = 1'-0"

JAMB (HEAD & SILL AT BORROWED LITE, SIMILAR)

3" 6"

UNLESS NOTED OTHERWISE:

1. MASONRY LINTELS MAY BE USED FOR MASONRY WALL OPENINGS UNDER THE FOLLOWING CONDITIONS:

A. THE HEIGHT OF THE MASONRY ABOVE THE OPENING IS AT LEAST EQUAL TO THE CLEAR WIDTH OF THE OPENING.

B. THE LENGTH OF THE WALL AND DISTANCE TO THE NEAREST CONTROL JOINT ON EACH SIDE OF THE OPENING IS AT

LEAST EQUAL TO THE CLEAR OPENING WIDTH.

2. USE STEEL LINTELS AT NON-BEARING WALL OPENINGS NOT MEETING MASONRY CONDITIONS. STEEL LINTELS BY

MISCELLANEOUS METALS.

3. MASONRY LINTELS MAY BE USED FOR ANY LINTEL IN SOLIDLY GROUTED WALLS UP TO 8'-0" SPAN.

4. MASONRY LINTELS ARE 8" TALL LINTEL BLOCK FILLED WITH 3,000 PSI CONCRETE W/4 1/2" MIN FROM TOP OF LINTEL TO

REINFORCING.

5. WALL HEIGHT SUPPORTED BY LINTEL TO BE 8'-0" MAXIMUM; NOTIFY THE ARCHITECT OF ALL INSTANCES WHERE A

SUPPORTED WALL WILL EXCEED THE MAXIMUM HEIGHT.

6. BEAR LINTELS 8" MINIMUM EACH SIDE OF OPENING, THEREFORE CLEAR OPENING PLUS 1'-4".

7. PROVIDE LINTELS FOR ALL OPENINGS NOT TIGHT TO DECK, INCLUDING MECHANICAL AND ELECTRICAL PENETRATIONS THROUGH MASONRY WALLS, INCLUDING DUCT OPENINGS, UNIT VENTILATORS, UNIT HEATERS, LOUVERS.

8. STEEL LINTEL PLATES SHOULD BE CENTERED IN THE WALL. EDGE OF PLATES SHALL BE A MINIMUM 5/16" FROM EACH

SIDE.

9. REFER TO STRUCTURAL DRAWINGS FOR MASONRY BEARING WALL LINTELS.

10. WHERE STEEL LINTELS ARE EXPOSED, SOAP CONCRETE BLOCK ON EITHER SIDE TO CONCEAL LINTEL IN MASONRY

WALLS.

11. WHERE NEW OPENINGS ARE TO OCCUR AT EXISTING CMU WALLS, TEMPORARILY SHORE WALL FOR WALL WEIGHTS

NOTED IN SCHEDULE PRIOR TO REMOVING CMU AND PROVIDE STEEL LINTEL.

MATERIAL FINISH SCHEDULE

Symbol Item Manufacture Color/Style

08 14 16 Flush Wood Doors

Prefinished Stained Wood Doors As specified Finish: Match Existing

09 30 00 Tile

C TILE-1 Ceramic Tile-1 Ergon Color:Grainstone, Sand Rough Grain Natt. Rett.

C TILE-2 Ceramic Tile-2 Ergon Color:Grainstone, Sand Cage Natt. Rett.

Grout- Ceramic Tile As specified Color: To be selected from standard line

09 67 00 Fluid Applied Flooring

Epoxy Flooring Dur-a-Flex Color: Earthstone, Pebble

09 90 00 Painting and Coating

PT-4B PT 4B- Interior HM Doors Benjamin Moore Color: Color to match existing

PT-6A PT 6A- Walls Benjamin Moore Color: HC-172 Revere Pewter

PT-8A PT 8A-Ceilings Benjamin Moore Color: White

12 32 00 Manufactured Casework

PLAM-1 Plastic Laminate - Vertical Surfaces 1 Wilsonart Color: Weathered Char 8204-60

SSF-1 Solid Surface Fabrications-1 (ELGR sink) SloanStone Color: White Sparkle (WS)

SSF-2 Solid Surface Fabrications-2 (DSG sink) Corian Color: Sparkling White

SSF-3 Solid Surface Fabrications-3 (showers) Inpro Color: Frosted White (A1)

TYPE STUD SIZE INSULATION MIN STC NOTES

GB2 3 5/8" SOUND BATT

TYPE STUD SIZE INSULATION MIN STC NOTES

GA6 3 5/8" SOUND BATT 48

3" = 1'-0"

DETAIL AT SHOWER WING WALL

3" = 1'-0"

PLAN DETAIL AT SHOWER

3" 6"

3" = 1'-0"

PLAN DETAIL AT SHOWER

3" 6"

1" = 1'-0"

DETAIL AT WING WALL

TYPE BLOCK SIZE INSULATION MIN STC NOTES

MB2 6" NONE 45

MB3 8" NONE 48

F/S

MANUAL VOLUME DAMPER

CONNECT TO EXISTING

OUTSIDE AIR ELBOW UP

OUTSIDE AIR ELBOW DOWN

RETURN/EXHAUST ELBOW DOWN

RETURN/EXHAUST ELBOW UP

FIRE/SMOKE DAMPER

FIRE DAMPER

RETURN AIR FLOW

SMOKE DAMPER

SUPPLY AIR FLOW

SUPPLY DUCT ELBOW UP

SUPPLY DUCT ELBOW DOWN

TEE CONNECTION DOWN

FINNED TUBE RADIATION

SHOCK ABSORBER

FLOOR DRAIN

TEE CONNECTION UP

PIPING CONNECTION

CAPPED PIPE

FLEXIBLE CONNECTION

DIRECTION OF FLOW

CONCENTRIC REDUCER

ECCENTRIC REDUCER

STEAM TRAP ASSEMBLY

ELBOW DOWN

ELBOW UP

PIPING GUIDE

PIPING ANCHOR

EXPANSION JOINT

SUPPLY DIFFUSER TAKE-OFF

W/ VOLUME DAMPER, MAXIMUM

FLEX DUCT LENGTH 5'-0"

LONG RADIUS DUCT ELBOW

ELBOW W/ TURNING VANES

SUPPLY AIR REGISTER

SUPPLY AIR DIFFUSER

RETURN/EXHAUST AIR

ACCESS PANEL

DUCT SMOKE DETECTOR

MOTORIZED O.B. DAMPER

LUBRICATED PLUG GAS COCK

CLEANOUT

FLOOR CLEANOUT

BALANCING VALVE

HOSE BIBB

WALL HYDRANT

SOLENOID VALVE

PRESSURE OR PRESSURE/

TEMPERATURE RELIEF VALVE

PRESSURE REDUCING VALVE

ANGLE VALVE

CHECK VALVE

SHUTOFF VALVE

THERMOMETER

PRESSURE GAGE

AIR VENT

STRAINER

MECHANICAL SYMBOLS

TWO WAY TEMPERATURE

CONTROL VALVE

THREE WAY TEMPERATURE

CONTROL VALVE

UNION

EXHAUST, TRANSFER & RETURN REGISTERS & GRILLES

AIR FLOW (CFM)

TYPE

SIZE

AIR FLOW (CFM)

TYPE (24x12)

12x8 A

RETURN GRILLE

SUPPLY REGISTER OR GRILLE

LINEAR SUPPLY DIFFUSER

TYPE (24x24)

TYPE

SIZE

AIR FLOW (CFM)

12x8

TYPE

FACE SIZE & NECK DIA.

AIR FLOW (CFM)

4-2-10

LENGTH IN FT,

NUMBER OF SLOTS &

NECK DIA.

AIR FLOW (CFM)

TYPE

SUPPLY DIFFUSER

AIR DEVICE TAGS:

FACE SIZE &

NECK DIA.

TYPE

RPZ VALVE

BACKFLOW PREVENTOR

TYPE A

FACE SIZE

NECK DIA.

AIRFLOW (CFM)

24X12

R RADIATION DAMPER

THERMOSTATT

OVERFLOW ROOF DRAIN

SOFT COLD WATER

REVOLUTIONS/MINUTE

PRESSURE DROP

LEAVING AIR TEMPERATURE

LEAVING WATER TEMPERATURE

PLUMBING FIXTURE NUMBER

VENT THROUGH ROOF

WALL HYDRANT

HARD COLD WATER

OPPOSED BLADE DAMPER

PRESSURE AND THERMOSTATIC

STATIC PRESSURE

TEMPERATURE DIFFERENCE

BLDG BUILDING HW HOT WATER

W/ WITHFTR FINNED TUBE RADIATION

GPM

GEN GENERAL

GALLONS/MINUTE WH

WB WET BULB

CIRCULATING HOT WATER

SQUARE FEET RADIATION

ENTERING AIR TEMPERATURE

ENTERING WATER TEMPERATURE

FLOAT AND THERMOSTATIC

DEGREES FAHRENHEIT

EAT

FLR

FLA

F & T

EXIST

ELEC

EWT

ELEV

EXH

EFF

EDR

FIRE HYDRANT

FLOOR DRAIN

EXISTING

FULL LOAD AMPS

FLOOR

EFFICIENCY

ELECTRICAL

ELEVATION

EXHAUST

ELBOW

DIFF

DEG

DIA

CONCR

CONTR

CFM

CLG

CHW

BTWN

BSMT

COLD WATER

DIFFUSER

CONTRACTOR

CONCRETE

DRY BULB

DIAMETER

DEGREE

BASEMENT

CLEANOUT

CATCH BASIN

CUBIC FEET/MINUTE

CEILING

BETWEEN

P & T

SHT

REQ'D

PLBG

SCW

REG

VTR

RPM

QUAN

SHEET

SUPPLY AIR

REQUIRED

PLUMBING

QUANTITY

ROOF DRAIN

RETURN AIR

ORD

NTS

P-#

LWT

LAT

MIN

MAX

INV

MBH

OBD

MECH

NOT TO SCALE

MINIMUM

OUTSIDE AIR

MANHOLE

MAXIMUM

MECHANICAL

1000 BTU

INVERT

KILOWATT

MECHANICAL ABBREVIATIONS

AS HIGH AS POSSIBLE

ABOVE FINISHED FLOOR

BELOW FINISHED FLOOR

AHAP

AFF

BFF

AD AREA DRAIN

HCW

GRILLE

HOSE BIBB

HORSE POWER

EXTERIOR HYDRONIC SUPPLY PIPING

INTERIOR HYDRONIC SUPPLY PIPING

CAMPUS CHILLED WATER SUPPLY

CAMPUS CHILLED WATER RETURN

DOMESTIC SOFT COLD WATER PIPING

DOMESTIC COLD WATER PIPING

BOILER FEED PIPING

DX REFRIGERATION SYSTEM HOT GAS PIPING

DX REFRIGERATION SYSTEM SUCTION PIPING

DX REFRIGERATION SYSTEM LIQUID PIPING

BUILDING CHILLER CONDENSER WATER RETURN PIPING

BUILDING CHILLER CONDENSER WATER SUPPLY PIPING

BUILDING CHILLED WATER RETURN PIPING

BUILDING CHILLED WATER SUPPLY PIPING

HIGH PRESSURE CONDENSATE RETURN PIPING

MEDIUM PRESSURE CONDENSATE RETURN PIPING

LOW PRESSURE CONDENSATE RETURN PIPING

HIGH PRESSURE STEAM PIPING

MEDIUM PRESSURE STEAM PIPING

LOW PRESSURE STEAM PIPING

BUILDING HEATING WATER RETURN PIPING

BUILDING HEATING WATER SUPPLY PIPING

FIRE PROTECTION PIPING

FUEL OIL GAGE PIPING

FUEL OIL RETURN PIPING

FUEL OIL SUPPLY PIPING

LIQUEFIED PETROLEUM GAS PIPING

FIRM NATURAL GAS PIPING

INTERRUPTIBLE NATURAL GAS PIPING

INDUSTRIAL AIR PIPING

PUMP DISCHARGE PIPING

CONDENSATE DRAIN PIPING

STORM DRAIN BELOW GROUND PIPING

STORM DRAIN ABOVE GROUND PIPING

ACID RESISTANT WASTE BELOW GROUND PIPING

ACID RESISTANT WASTE ABOVE GROUND PIPING

SANITARY WASTE BELOW GROUND PIPING

SANITARY WASTE ABOVE GROUND PIPING

ACID RESISTANT VENT PIPING

DOMESTIC CIRCULATING HOT WATER PIPING

HEAT TRACE DOMESTIC HOT WATER PIPING

DOMESTIC HOT WATER PIPING

REVERSE RETURN HYDRONIC PIPING (EXISTING)

DISTRICT HEATING SUPPLY PIPING

DISTRICT HEATING RETURN PIPING

VACUUM PIPING

NATURAL GAS PIPING

CCHWR

CCHWS

LIQ

SUC

CWR

CWS

MPS

DHR

CHWR

CHWS

DHS

HPR

MPR

LPR

HPS

FOG

LPS

HWR

HWS

FOS

FOR

LPG

FNG

MECHANICAL LINETYPES

VAC

ING

VENT PIPING

NITROGEN PIPING

WASTE ANESTHESIA GAS DISPOSAL PIPING

NITROUS OXIDE PIPING

CARBON DIOXIDE PIPING

MEDICAL AIR PIPING

VACUUM PIPING

OXYGEN PIPING

INSTRUMENT AIR PIPINGIA

1 2 3 4 5 6 7 8

Check:

Drawn:

Date:

Comm:

License Number:

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of

Scale:

Date

Au to de sk

D oc s:

//2

2_ C

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Fi re S ta tio n

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S ch au m bu rg F ire S ta tio n

Ba th ro om

R en ov at io ns

H (C en tra l 2 3)

.rv t

1/8" = 1'-0"

C en tra l:

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Village of Schaumburg

Fire Station 54 - Bathroom Renovations

M0.00

MECHANICAL

TITLE SHEET

101 Schaumburg Court Schaumburg, IL 60193

1601 Roselle Road Schaumburg, IL 60195

1/26/24 233122

ILLINOIS

1/26/24

MATTHEW T. VERDUN

062.059546

PROFESSIONAL ENGINEER

MECHANICAL SHEET LIST

M0.00 MECHANICAL TITLE SHEET

M1.00 MECHANICAL DEMOLITION PLANS

M2.00 MECHANICAL PLANS

M3.00 MECHANICAL DETAILS AND SCHEDULES

EX 4" V UP

THRU ROOF

EX 4" V

EX 3" SS

EX 1 1/2" V

EX 4" V

EX 2" V

EX 2 1/2" CW

EX 1 1/2" HW

EX 1/2" CHW

EX 3" V

EX 4" SS

EX 6ø

EX 12x12

EX 12x8

EX 9ø

EX 6ø

EX 10ø

3 3

EX 8ø

4 4

55 5

3 3

EX 3" CW

EX 3" V

EX 4" SS

EX 1" HW

EX 1/2" HW

EX 1" CW

EX 1/2" CW

EX 3" CW

EX 2 1/2" CW

EX 4" SS

EX 3" SS

EX 4" SS

EX 1/2" CHW

EX 1 1/2" HW

EX 2 1/2" CW

EX 3/4" HW

EX 3/4" CW

EX 2" CW

EX 1" HW

EX 1/2" CHW

EX 4" SS

EX 2" SS

EX 2" V

EX 1" CW

EX 1" HW

EX 2" V

EX 2" SS

EX 3/4" HW

EX 3/4" CW

EX 1/2" CW

EX 1/2" HW

EX 1 1/2" SS

EX 1/2" CHW

EX 1 1/2" HW

EX 2 1/2" CW

EX 4" SS

EX 1/2" CHW

EX CO

EX WH

DEMOLITION PLAN GENERAL NOTES:

1. MECHANICAL CONTRACTOR SHALL DETERMINE

LIMITATIONS AND/OR CONFLICTS RELATIVE TO THE

EXECUTION OF HIS WORK PRIOR TO BID. VERIFY

EXACT DETAIL OF INSTALLATION REQUIRED TO

PROVIDE SYSTEMS SHOWN WITHIN SPACE

INTENDED.

2. ALL EXISTING SERVICES SHALL BE MAINTAINED

AT ALL TIMES, UNLESS OTHERWISE INDICATED ON

THE PLANS. COORDINATE DISRUPTION OF

SERVICES WITH OWNER TO PROVIDE AN

ACCEPTABLE TIME FOR DOWN TIME.

3. THE MECHANICAL CONTRACTOR SHALL BE

RESPONSIBLE FOR CUTTING AND PATCHING OF

EXISTING CONSTRUCTION UNLESS OTHERWISE

NOTED ON PLANS. NO CUTTING OF STRUCTURAL

MEMBERS OR STRUCTURE WHICH WILL

DETERIORATE THE INTEGRITY AND STRENGTH OF

THE BUILDING WILL BE ALLOWED WITH OUT

WRITTEN APPROVAL FROM THE STRUCTURAL

ENGINEER.

4. THE MECHANICAL CONTRACTOR SHALL REMOVE

ALL EXISTING CEILING TILES AND GRIDS BEYOND

EXTENT SHOWN ON ARCHITECTURAL PLANS AS

REQUIRED FOR INSTALLATION OF NEW WORK. ANY

DAMAGED TILES AND OR GRIDS SHALL BE

REPLACED WITH NEW TO MATCH AT THE

CONTRACTORS EXPENSE.

5. THE MECHANICAL CONTRACTOR SHALL REMOVE

ALL SYSTEMS SHOWN BOLD AND DASHED. ALL

SYSTEMS NOT SHOWN BOLD AND DASHED SHALL

REMAIN.

6. PATCH AND REPAIR OPENINGS THROUGH WALLS

AND FLOORS WHERE MECHANICAL SYSTEMS WERE

REMOVED TO MATCH EXISTING AND TO MAINTAIN

FIRE RATING. WALL FINISHED BY OTHERS.

DEMOLITION PLAN KEYED NOTES:

1 REMOVE EXISTING DUCTWORK AND ALL

ASSOCIATED HANGERS AND SUPPORTS TO THE

EXTENTS INDICATED OR AS NECESSARY FOR NEW

WORK.

2 REMOVE EXISTING DIFFUSER OR GRILLE AND

ASSOCIATED DUCTS, HANGERS, AND SUPPORTS TO

THE EXTENTS INDICATED OR AS NECESSARY FOR

NEW WORK.

3 REMOVE EXISITING PLUMBING FIXTURE AND

ASSOCIATED WASTE, VENT, AND SUPPLY PIPING TO

THE EXTENTS INDICATED OR AS NECESSARY FOR

NEW WORK.

4 REMOVE EXISTING DOMESTIC SUPPLY PIPING, AND

ALL ASSOCIATED HANGERS AND SUPPORTS TO

THE EXTENTS INDICATED OR AS NECESSARY FOR

NEW WORK.

6 REMOVE EXISTING FLOOR DRAINS AND ALL

ASSOCIATED PIPING TO THE EXTENTS INDICATED

OR AS NECESSARY FOR NEW WORK.

5 REMOVE EXISTING SANITARY AND VENT PIPING

AND ALL ASSOCIATED HANGERS AND SUPPORTS

TO THE EXTENTS INDICATED OR AS NECESSARY

FOR NEW WORK.

7 REMOVE EXISTING EXHAUST FAN AND ALL

ASSOCIATED DUCTWORK. REMOVE OR MODIFY

ASSOCIATED POWER/CONTROL WIRING AS

NECESSARY FOR NEW WORK. REMOVE OR MODIFY

ASSOCIATED ROOF CURB AS NECESSARY FOR

INSTALLATION OF NEW FAN.

EX VTR

EX EF7

1 2 3 4 5 6 7 8

NorthCheck:

Drawn:

Date:

Comm:

License Number:

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of

Scale:

Date

Au to de sk

D oc s:

//2

2_ C

I S ch au m bu rg

Fi re S ta tio n

Ba th ro om R en o/

S ch au m bu rg F ire S ta tio n

Ba th ro om

R en ov at io ns

H (C en tra l 2 3)

.rv t

As indicated

C en tra l:

\\W ae

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w ol da e.

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\s et up \R ev it

\T em pl at es \2

M ec ha ni ca l W or k in P ro gr es s

Te m pl at e\ M ec h

W or ki ng

T em pl at e Pr oj ec t.r vt

Village of Schaumburg

Fire Station 54 - Bathroom Renovations

M1.00

MECHANICAL

DEMOLITION

PLANS

101 Schaumburg Court Schaumburg, IL 60193

1601 Roselle Road Schaumburg, IL 60195

1/26/24 233122

ILLINOIS

1/26/24

MATTHEW T. VERDUN

062.059546

PROFESSIONAL ENGINEER

1/4" = 1'-0"

MAIN LEVEL DEMOLITION PLAND4 1/4" = 1'-0"

LOWER LEVEL DEMOLITION PLAND1

1/8" = 1'-0"

ROOF DEMOLITION PLANE1

EX 3" CW

EX 4" SS

EX 3" CW

EX 2 1/2" CW

4" SS

1 1/2" CW

2" V EX 3" V

3/4" HW

3/4" CW

1 1/2" SS

1/2" CHW

2" SS

2" V

EX 4" SS

1/2" CHW

3/4" HW

3/4" CW

2" V

2" SS

EX 1/2" CHW

EX 1 1/2" HW

2" SS

2" SS UP TO P-4H

2" SS

UP TO

FD-1

2" SS

2" SS UP TO P-4

2" SS UP

TO FD-1

3/4" CW/HW, 1/2" CHW,

AND 2" SS UP TO P-2H

3/4" CW/HW AND 1/2"

CHW UP TO P-4

EX 1/2" CHW

EX 1 1/2" HW

EX 2 1/2" CW

3/4" CW/HW, 1/2" CHW

AND 1 1/2" SS UP TO

P-2H

EX 4" SS

1 1/2" SS1 1/2" SS

2" SS UP TO P-4

3/4" CW/HW

AND 1/2" CHW

UP TO P-43/4" CW/HW, 1/2" CHW,

AND 1 1/2" SS UP TO P-2H

2" SS UP TO FD-1 2" V

2" SS

2" V

EX 1/2" CHW

EX 1 1/2" HW

EX 2 1/2" CW

EX 1/2" CW

EX 1/2" HW

EX 4" SS

EX 2" SS

EX 3/4" HW

EX 1 1/2" SS

EX 2 1/2" CW

EX 1 1/2" HW

EX 3/4" CW

EX 1" CW

EX 1" HW

3/4" CW

3/4" HW

1/2" CHW

2" V

3/4" CW/HW, 1/2" CHW,

AND 1 1/2" SS UP TO P-2H

2" SS UP TO P-4

2" SS UP TO FD-1

3/4" CW/HW AND 1/2"

CHW UP TO P-4

EX 4" SS

EX CO

4" SS AND 1 1/2"

CW UP TO P-1/P-1H

EX 2" V

3/4" CW/HW

AND 1/2" CHW

UP TO P-4H

2" V

UP TO P-5

UP TO P-3

UP TO FD-1

EX 2" V

EX 1/2" CHW

EX 1 1/2" HW

EX 2 1/2" CW

2" FD-1

EX 3" V

4" SS

2" CW

EX 4" V UP

THRU ROOF

1 1/4" CW

2" V

2" V 2" V

1 1/4" CW

4" SS

EX 4" V

1 1/2" V

EX 4" V

2" V

1 1/2" V

EX 4" V

4" SS

1 1/4" CW

1 1/2" CW

2" V

P-1H

P-2H

P-4H

P-4

P-1

P-2H

2" FD-1

2" FD-1 2" FD-1

P-1P-1 P-4P-4

P-2H P-2H

2" V

P-1

P-3

P-5

3/4" CW & HW AND 1/2" CHW

FROM FLOOR BELOW

3/4" CW & HW, 1/2" CHW,

AND 1 1/2" SS FROM

FLOOR BELOW

1 1/2" V DN

3/4" CW & HW AND

1/2" CHW FROM

FLOOR BELOW

3/4" CW & HW AND 1/2" CHW

FROM FLOOR BELOW

4" SS AND 1 1/2" CW

FROM FLOOR BELOW

1 1/2" V

A309

A310

A305

A307

A306

A304

3/4" CW & HW, 1/2" CHW,

AND 1 1/2" SS FROM

FLOOR BELOW

1 1/2" V DN

A308

3/4" CW & HW, AND

1/2" CHW, FROM

FLOOR BELOW

CONNECT NEW FIXTURE

TO EXISTING HW & CW

PIPING IN WALL

2" V DN

3/4" CW & HW, 1/2" CHW,

AND 1 1/2" SS FROM

FLOOR BELOW

1 1/2" V DN

3/4" CW & HW, 1/2" CHW,

AND 1 1/2" SS FROM

FLOOR BELOW

1 1/2" V DN

2" FD-1

PLUMBING PLAN GENERAL NOTES:

1. MECHANICAL CONTRACTOR SHALL DETERMINE

LIMITATIONS AND/OR CONFLICTS RELATIVE TO THE

EXECUTION OF HIS WORK PRIOR TO BID. VERIFY

EXACT DETAIL OF INSTALLATION REQUIRED TO

PROVIDE SYSTEMS SHOWN WITHIN SPACE

INTENDED.

2. ALL RISES AND DROPS IN PIPING ARE NOT

NECESSARILY SHOWN. LAYOUT ROUTING AND

COORDINATE WORK WITH OTHER TRADES BEFORE

CONSTRUCTION.

3. MECHANICAL CONTRACTOR SHALL BE

RESPONSIBLE FOR CUTTING AND PATCHING OF

CONSTRUCTION UNLESS OTHERWISE NOTED ON

THE PLANS. NO CUTTING OF STRUCTURAL

MEMBERS OR STRUCTURE WHICH WILL

DETERIORATE THE INTEGRITY AND STRENGTH OF

THE BUILDING WILL BE ALLOWED WITHOUT

WRITTEN APPROVAL FROM THE STRUCTURAL

ENGINEER.

4. LOCATE ALL VALVES, METERS, GAUGES AND

PIPING SPECIALTIES ABOVE ACCESSIBLE CEILINGS.

5. PROVIDE AND INSTALL ALL LOW VOLTAGE WIRING

TO ELECTRONIC PLUMBING FIXTURES IN A

CONTINUOUS RACEWAY SYSTEM TO CONFORM TO

ALL DIVISION 26 REQUIREMENTS. WORK TO INCLUDE

TRANSFORMERS AS NECESSARY FOR THE

CONNECTED QUANTITY OF FIXTURES, WIRING,

CONDUIT, JUNCTION BOXES, AND FINAL

CONNECTIONS. THE ELECTRICAL CONTRACTOR

WILL PROVIDE 120/1 VOLT POWER AND

CONNECTIONS TO LINE VOLTAGE SIDE OF THE

TRANSFORMER. REFER TO THE ELECTRICAL

DRAWINGS FOR ADDITIONAL INFORMATION.

6. THE MECHANICAL CONTRACTOR SHALL BE

RESPONSIBLE FOR ALL REQUIRED REINFORCEMENT

OF NEW AND EXISTING STRUCTURAL MEMBERS FOR

MECHANICAL SYSTEMS. REFER TO "MECHANICAL

SUPPORT REINFORCEMENT DETAIL" FOR

ADDITIONAL REQUIREMENTS.

12 X 12 EA

UP TO EF-1

EX 6ø

E X x

X x

E X x

X x

E X x

X x

E X x

X x ø x x

6ø ø

12x12 ø

EX 9ø

10ø

6ø

A309

A310

A308 A305

A307

A306

A304

HVAC PLAN GENERAL NOTES:

1. DO NOT INSTALL FLEXIBLE DUCT CONNECTIONS

ABOVE INACCESSIBLE CEILINGS

2. DIFFUSER DUCT RUNOUTS AND FLEXIBLE DUCT

CONNECTIONS SHALL BE THE SAME SIZE AS THE

DIFFUSER NECK.

3. LOCATE BALANCING DAMPERS ABOVE

ACCESSIBLE CEILINGS WHERE POSSIBLE.

4. COORDINATE LOCATIONS OF ANY ACCESS

PANELS REQUIRED IN WALLS OR CEILINGS WITH

GENERAL CONTRACTOR.

5. ROUTE DUCTS BETWEEN JOISTS AND THROUGH

JOIST WEBS WHERE REQUIRED TO COORDINATE

WITH THE INSTALLATION OF OTHER TRADES AND TO

MAINTAIN CEILING HEIGHTS. COORDINATE

LOCATIONS PRIOR TO CROSS BRACING TO ENSURE

THERE ARE NO CONFLICTS.

6. DIFFUSER AND REGISTER LOCATIONS SHALL BE

COORDINATED WITH LIGHT FIXTURE LOCATIONS

AND SHALL BE IN ACCORDANCE WITH CEILING

PATTERNS AS SHOWN ON THE ARCHITECTURAL

REFLECTED CEILING PLANS.

7. ALL RISES AND DROPS IN DUCTWORK ARE NOT

NECESSARILY SHOWN. LAYOUT ROUTING AND

COORDINATE WORK WITH OTHER TRADES BEFORE

CONSTRUCTION.

8. ALL SUPPLY DUCTWORK ROUTED IN CONCEALED

SPACES AND ABOVE CEILINGS SHALL BE

EXTERNALLY INSULATED. INSULATE EXHAUST

DUCTWORK AS SPECIFIED.

9. MECHANICAL CONTRACTOR SHALL BE

RESPONSIBLE FOR CUTTING AND PATCHING OF

CONSTRUCTION UNLESS OTHERWISE NOTED ON

THE PLANS. NO CUTTING OF STRUCTURAL

MEMBERS OR STRUCTURE WHICH WILL

DETERIORATE THE INTEGRITY AND STRENGTH OF

THE BUILDING WILL BE ALLOWED WITHOUT WRITTEN

APPROVAL FROM THE STRUCTURAL ENGINEER.

10. MECHANICAL CONTRACTOR SHALL DETERMINE

LIMITATIONS AND/OR CONFLICTS RELATIVE TO THE

EXECUTION OF HIS WORK PRIOR TO BID. VERIFY

EXACT DETAIL OF INSTALLATION REQUIRED TO

PROVIDE SYSTEMS SHOWN WITHIN SPACE

INTENDED.

11. THE MECHANICAL CONTRACTOR SHALL REMOVE

ALL EXISTING CEILING TILES AND GRIDS BEYOND

EXTENT SHOWN ON ARCHITECTURAL PLANS AS

REQUIRED FOR INSTALLATION OF NEW WORK. ANY

DAMAGED TILES AND OR GRIDS SHALL BE

REPLACED WITH NEW TO MATCH AT THE

CONTRACTORS EXPENSE.

12. THE MECHANICAL CONTRACTOR SHALL BE

RESPONSIBLE FOR ALL REQUIRED REINFORCEMENT

OF NEW AND EXISTING STRUCTURAL MEMBERS FOR

MECHANICAL SYSTEMS. REFER TO "MECHANICAL

SUPPORT REINFORCEMENT DETAIL" FOR

ADDITIONAL REQUIREMENTS.

13. ALL NEW EXHAUST DUCTWORK SHALL BE

ALUMINUM CONSTRUCTION…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated May 12, 2025.