100%_CD_Drawing_Set_213089.pdf

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Teen Center Interior Remodel Village of Schaumburg

Schaumburg, Illinois

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T e e n C e n te r

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213089

Village of Schaumburg

TEEN CENTER

INTERIOR

REMODEL

101 Schaumburg Court Schaumburg, IL 60193

231 S Civic Drive Schaumburg, IL 60074

ARCHITECTURAL

A2.00 DEMOLITION PLANS, FLOOR PLAN, & REFLECTED CEILING

PLAN

A2.10 CASEWORK ELEVATIONS, SECTIONS AND DETAILS

MECHANICAL

M0.000 MECHANICAL TITLE SHEET

M1.00 PLUMBING PLANS AND SPECIFICATION

M2.00 HVAC PLAN - ALTERNATE #4

ELECTRICAL

E0.00 ELECTRICAL SYMBOLS AND ABBREVIATIONS

E1.00 LOWER LEVEL DEMOLITION PLAN - AREA 'A'

E2.00 LOWER LEVEL LIGHTING PLAN - AREA 'A'

E3.00 LOWER LEVEL POWER PLAN - AREA 'A'

UP

UP

A2.10

C1

LOUNGE/ MAIN

ROOM

A140

GAME ROOM

A120

IT LAB

A130

VESTIBULE

A100A

COAT ROOM/

LOCKERS

A110

BREAK ROOM

A150

A2.10

B1

A2.10

D1

A

A144

A2.10E1

F3/A2.10

VESTIBULE

A100B

REMOVE AND SALVAGE VENT TO BE

REINSTALLED IN NEW GYP BD PARTITION.

1 4

9 9

9 9

A2.10E1

REMOVE AND SALVAGE VENT TO BE

REINSTALLED IN NEW GYP BD PARTITION.

2 2 2 2 2 22

2 2 2 2 2 2

1 1111111

6'-6"

EXIST GYP BD / PT-7

6'-6"

EXIST GYP BD / PT-8

6'-6"

EXIST GYP BD / PT-7

6'-6"

EXIST GYP BD / PT-7

6'-6"

EXIST GYP BD / PT-8

6'-6"

EXIST GYP BD / PT-8

7'-6"

EXIST GYP BD / PT-8

7'-6"

EXIST GYP BD / PT-8

7'-6"

EXIST GYP BD / PT-8

7'-6"

EXIST GYP BD / PT-8

7'-6"

EXIST GYP BD / PT-8

7'-6"

EXIST GYP BD / PT-8

3 3

2 2

7'-6"

EXIST GYP BD / PT-8

4' STRIP LIGHT FIXTURE

PTD. GYPSUM BOARD

CEILING / SOFFIT

ACOUSTIC PANELS

RCP LEGEND

SEE INTERIOR ELEVATIONS FOR LOCATIONS OF LOGO WALL PAINT. SEE DETAIL E1/A2.10.1.

ROOM FINISH SCHEDULE REMARKS

2. PROTECT EXISTING LVT FLOORING AND VINYL BASE TO REMAIN.

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:

1 REMOVE EXISTING CASEWORK INCLUDING BUT NOT

LIMITED TO ALL COUNTERTOPS, SUPPORT

HARDWARE, AND UPPER AND LOWER SHELVES.

2 REMOVE EXISTING UTILITY SINK - SEE MECH.

3 REMOVE EXISTING ELECTRIC WATER COOLERS - SEE

MECH.

4 SAWCUT EXISTING CONCRETE MASONRY WALL FOR

NEW OPENING. DO NOT OVERCUT CORNERS.

5 REMOVE EXISTING PLYWOOD WALL AND ACCESS

PANELS

6 REMOVE EXISTING HOLLOW METAL DOOR AND

FRAME INCLUDING ALL ASSOCIATED HARDWARE,

SIDELITES, AND TRANSOM AS OCCURS.

7 REMOVE EXISTING PLYWOOD CAP AT THE

FOUNDATION LEDGE.

8 REMOVE EXISTING WALL MOUNTED COAT HOOKS -

SALVAGE AND RETURN TO OWNER.

9 OWNER TO REMOVE FURNITURE AND FIXTURES

PRIOR TO START OF CONSTRUCTION. CONTRACTOR

TO PROTECT ALL FINISHES AND MATERIALS TO

REMAIN. NOTE THAT THE EXISTING FLOORING AND

BASE TO REMAIN.

10 REMOVE EXISTING GYP BD AS REQUIRED FOR NEW

PLUMBING WORK IN THIS CHASE. EXISTING STUD

FRAMING TO REMAIN OR TO BE MODIFIED AS

REQUIRED FOR NEW PLUMBING WORK.

11 SAWCUT CONCRETE FLOORING TO ALLOW FOR

DRAIN PIPE - SEE MECH.

FLOOR PLAN KEY NOTES:

1 INSTALL NEW ELECTRIC WATER COOLER/ BOTTLE

FILLER - SEE MECH.

2 INSTALL NEW SINK - SEE MECH.

3 INSTALL NEW UTILITY SINK - SEE MECH.

4 NEW FRAMED OPENING WITH WALL MOUNTED

COUNTERTOP. SEE WINDOW DETAILS AND

CASEWORK DETAILS. ALTERNATE #1.

5 PREP, PRIME AND PAINT EXISTING HM FRAME AND

DOOR (BOTH SIDES), PT-6.

6 INSTALL NEW WALL MOUNTED PEG BOARD - SEE

ELEVATION E1/A2.10.

7 PATCH LVT FLOORING AT REMOVED CASEWORK

WITH OWNER SUPPLIED ATTIC STOCK.

8 INSTALL NEW SOLID SURFACE SILL AT FOUNDATION

LEDGE. SEE D3/A2.10.

9 REFRIGERATOR SUPPLIED BY OWNER, INSTALLED BY

CONTRACTOR.

10 CONTRACTOR TO INSTALL WOOD BLOCKING FOR

OWNER INSTALLED MARKERBOARD SYSTEM -

COORDINATE FINAL LOCATION WITH OWNER'S

FURNITURE VENDOR.

11 PREP AND PAINT EXISTING STEEL COLUMNS PT-6

FULL HEIGHT.

12 PATCH EXISTING GYP BD WALL AT SURFACES

REMOVED FOR PLUMBING WORK. PROVIDE SURFACE

ACCEPTABLE FOR FINAL WALL FINISH.

13 INSTALL MARQUEE CANOPY. SEE F1/2.10

14 PREP, PRIME, AND PAINT EXISTING WOOD (VIF)

WINDOW FRAME, PT-6.

15 PATCH CONCRETE BASE AND LVT FLOORING (FROM

OWNER SUPPLIED STOCK) AT SAWCUT LOCATION -

SEE MECH.

RCP KEY NOTES:

1 INSTALL NEW ACOUSTIC PANELS - CENTER BETWEEN

LIGHT FIXTURES. ALTERNATE #2.

2 PAINT ENTIRE GYP BD CEILING, PT-7 OR PT-8 AS

NOTED ON THE RCP.

3 PATCH CEILING AT REMOVED SURFACE MOUNTED

LIGHTING AND ACOUSTICAL PANELS. PREP, PRIME

AND PAINT AS SHOWN ON THE RCP.

4 PATCH GYP BD SOFFIT AND REFRAME AS REQUIRED

FOR NEW MECH WORK, PROVIDE SURFACE

ACCEPTABLE FOR FINAL FINISH. ALTERNATE #4.

5 COORDINATE EXTENT OF PATCHING AT CEILINGS/

SOFFITS THIS AREA AS REQUIRED FOR

INSTALLATION OF STEEL LINTEL. ALTERNATE #1.

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

ALL LOCATIONS: THROAT OF FRAME TO MATCH WALL THICKNESS.

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

SEE SHEET A2.00 FOR DOOR AND FRAME TYPES.

1.

2.

3.

DOOR SCHEDULE GENERAL NOTES

F

AS SCHED

A S

S C

H E

D

FR 1

5"

2"AS SCHED2"

A S

S C

H E

D

OVERALL WIDTH

PAINT HM FRAME PT-6.1.

DOOR SCHEDULE REMARKS

SEE ELEVATION D1/2.10 FOR BORROWED LITE.2.

ALTERNATE #1 - SUPPLYING AND ALL OF THE WORK

ASSOCIATED WITH THE INSTALLATION OF OPENING A144

INCLUDING MASONRY, STEEL, PAINTING, WALL MOUNTED

COUNTERTOP, ETC.

3.

RCP DEMOLITION KEY NOTES:

1 REMOVE EXISTING SURFACE MOUNTED LIGHTS - SEE

ELEC FOR DISCONNECT.

2 REMOVE EXISTING ACOUSTIC PANEL.

3 COORDINATE EXTENT OF DEMO AT CEILINGS/

SOFFITS FOR THIS AREA AS REQUIRED FOR

INSTALLATION OF STEEL LINTEL.

4 REMOVE GYP BD SOFFIT AS REQUIRED FOR NEW

MECH WORK. ALTERNATE #4.

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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

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As indicated

C e n tr a l:

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w o ld a e .c o m

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S c h a u m b u rg

\T e e n C e n te r\

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T e e n C e n te r

(C e n tr a l rv t

Village of Schaumburg

TEEN CENTER

INTERIOR

REMODEL

A2.00

DEMOLITION

PLANS, FLOOR

PLAN, &

REFLECTED

CEILING PLAN

101 Schaumburg Court Schaumburg, IL 60193

231 S Civic Drive Schaumburg, IL 60074

KE

CJ

02/04/2022

213089

ILLINOIS

11/30/2022 Matthew Bickel

001-020883

ARCHITECT

1/8" = 1'-0"

MAIN LEVEL FLOOR PLAN

D1

6' 12'

1/8" = 1'-0"

MAIN LEVEL DEMOLITION PLAN

B1

6' 12' 0 1/8" = 1'-0"

MAIN LEVEL DEMOLITION REFLECTED CEILING PLAN

B5

6' 12'

1/8" = 1'-0"

MAIN LEVEL REFLECTED CEILING PLAN

C5

6' 12'

1. FIELD VERIFY ALL MILLWORK OPENINGS.

2. PROVIDE VINYL BASE AT CASEWORK.

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

A100A VESTIBULE EXIST EXIST EXIST PT-1 EXIST PT-1 EXIST PT-1 EXIST PT-1 2

A100B VESTIBULE EXIST EXIST GYP BD PT-1 EXIST PT-1 EXIST PT-1 EXIST PT-1 2

A110 COAT ROOM/

LOCKERS

EXIST EXIST EXIST PT-1 EXIST PT-1 EXIST PT-1 EXIST PT-1 2

A120 GAME ROOM EXIST EXIST EXIST PT-1 EXIST PT-1 EXIST PT-1 EXIST 1, 2

A130 IT LAB EXIST EXIST EXIST PT-1 EXIST PT-1 EXIST PT-1 EXIST PT-1 2

A140 LOUNGE/ MAIN

ROOM

EXIST EXIST GYP BD PT-1 EXIST PT-1 EXIST PT-1 EXIST PT-7 2

A150 BREAK ROOM EXIST EXIST EXIST PT-1 EXIST PT-1 EXIST PT-1 EXIST PT-1 2

RCP GENERAL NOTES

1. SPRINKLER HEADS ARE NOT SHOWN EXISTING

SPRINKLER SYSTEM TO REMAIN INTACT AND

FUNCTIONING THROUGHOUT CONSTRUCTION.

2. FOR DIFFUSER AND RETURN GRILL SIZES, SEE

MECHANICAL PLANS.

3. FOR LIGHT FIXTURE TYPES, SEE ELECTRICAL

LIGHTING PLANS.

4. CEILINGS HEIGHTS INDICATED ON PLAN (E.G. 7'-6") ARE

FROM FINISHED FLOOR OF LEVEL OF PLAN.

5. PROTECT EXISTING CEILING TO REMAIN.

6. CONTRACTOR RESPONSIBLE TO PAINT ALL EXPOSED

FACES OF SOFFIT AND VERTICAL TRANSITIONS

BETWEEN CEILING HEIGHTS.

RCP GENERAL NOTES

1. SPRINKLER HEADS ARE NOT SHOWN EXISTING

SPRINKLER SYSTEM TO REMAIN INTACT AND

FUNCTIONING THROUGHOUT CONSTRUCTION.

2. FOR DIFFUSER AND RETURN GRILL SIZES, SEE

MECHANICAL PLANS.

3. FOR LIGHT FIXTURE TYPES, SEE ELECTRICAL

LIGHTING PLANS.

4. CEILINGS HEIGHTS INDICATED ON PLAN (E.G. 7'-6") ARE

FROM FINISHED FLOOR OF LEVEL OF PLAN.

5. PROTECT EXISTING CEILING TO REMAIN.

6. CONTRACTOR RESPONSIBLE TO PAINT ALL EXPOSED

FACES OF SOFFIT AND VERTICAL TRANSITIONS

BETWEEN CEILING HEIGHTS.

DOOR / OPENING SCHEDULE

DOOR

NO

DOOR / OPENING LABEL/

RATING

OVERALL

WIDTH

FRAME

GL

MOUNTING CONDITIONS HDW

GRP

REMARK

STYPE QTY WIDTH HEIGHT MATL TYPE DEPTH MATL HEAD JAMB SILL

A144 -- 1 3'-0" 3'-0" HM -- 3'-0" FR 4A -- HM -- C5/A2.10 B5/A2.10 B5/A2.10 -- 1, 2,3

A155 F 1 3'-0" 7'-0" HM -- 3'-4" FR 1 -- HM -- B7/A2.10 B5/A2.10 -- 1 1

Revisions

Description Date Num

ROOM FINISH SCHEDULE GENERAL NOTES

1. SEE DETAILS OF CONSTRUCTION FOR ABBREVIATIONS

2. IF ALL WALLS IN ROOM HAVE THE SAME FINISH, THE "N

WALL-TYP" COLUMN WILL BE USED.

3. DISCREPANCIES BETWEEN THE ROOM FINISH

SCHEDULE AND DRAWINGS SHALL BE REPORTED TO

THE ARCHITECT FOR FINISH DETERMINATION.

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. 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.

5. PROVIDE SMOOTH AND CLEAN SUBSTRATE TO ALL

AREAS RECEIVING NEW FINISHES. COORDINATE WORK

WITH PLANS AND THE ROOM FINISH SCHEDULE.

6. 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.

7. DEMOLITION NOTES WITHOUT ARROWS INDICATE

THAT THE NOTE APPLIES TO THE ENTIRE ROOM.

FLOOR PLAN GENERAL NOTES:

DOOR TYPESFRAME TYPES

INTERIOR MATERIAL FINISH/ COLOR SCHEDULE

Key Item Manufacturer Color/ Finish

06 65 10 Solid Surface Fabrications

SS-1 Solid Surface Fabrications Avonite Color: Summit #8905

09 65 00 Resilient Flooring

VB-1 Vinyl Base Johnsonite Color: TO MATCH EXISTING INSTALLATION

09 91 00 Painting

PT-1 Primary Walls Benjamin Moore Color: BM Sabre Gray, 1482

PT-2 Accent Wall Benjamin Moore Color: BM St Lucia Skies, 781

PT-3 Accent Wall Benjamin Moore Color: BM Bulls Eye Red, 2002-20

PT-4 Accent Wall Benjamin Moore Color: BM Leprechaun Green, 557

PT-5 Accent Wall Benjamin Moore Color: BM Banana Yellow, 2022-40

PT-6 Interior HM Frames Benjamin Moore Color: BM Cos Cob Stonewall, 1483

PT-7 Soffits Benjamin Moore Color: BM St Lucia Skies, 781

PT-8 Ceilings Benjamin Moore Color: BM Sebring White, 1492

12 32 16 Plastic Laminate Casework

P.LAM-1 Plastic Laminate Vert Surface Nevamar Color: Stout Walnut, WW3100-T

PARKING

PARKING ACCESS

PARKING ACCESS

SENIOR CENTER

ENTRACE (NO

WORK)

EAST ENTRANCEWEST ENTRANCE

SITE ACCESS PLAN

NTS

COORDINATE DUMPSTER

LOCATION WITH OWNER

2015 INTERNATIONAL BUILDING CODE (IBC),

VILLAGE OF SCHAUMBURG TITLE 15, CHAPTER 153

2015 INTERNATIONAL EXISTING BUILDING CODE

2018 ILLINOIS ENERGY CONSERVATION CODE

2015 INTERNATIONAL FUEL GAS CODE

2014 NATIONAL ELECTRICAL CODE (NEC), VILLAGE

OF SCHAUMBURG TITLE 15, CHAPTER 152

2015 INTERNATIONAL PLUMBING CODE

2015 INTERNATIONAL MECHANICAL CODE

2015 INTERNATIONAL FIRE CODE

2018 ILLINOIS ACCESSIBILITY CODE, TITLE 71 IL,

ADM. CODE (10/23/2018)

EFFECTIVE CODE REFERENCES

CODE REVIEW

RENOVATIONS TO INCLUDE REPAINTING, NEW

CASEWORK, NEW LIGHT FIXTURES AND OUTLETS,

REPLACEMENT OF EQC WITH BOTTLE FILLERS,

NEW SINKS, AND MINOR DUCTWORK

MODIFICATIONS. NUMBER OF FIXTURES IS NOT

BEING REDUCED. OCCPANCY CLASSIFICATION IS

NOT BEING CHANGED NOR IS THE OCCUPANT

LOAD CHANGING FOR THE SPACE.

ALL NEW WORK TO BE IN COMPLIANCE WITH THE

APPLICABLE CODE REQUIREMENTS.

1. PARKING FOR CONTRACTORS AVAIABLE IN VISITOR PARKING LOT.

2. CONTRACTOR TO COORDINATE WITH COUNTY FOR MATERIAL/

EQUIPMENT DELIVERIES.

3. VENDER BADGES REQUIRED TO ENTER BUILDING AND TO BE WORN

AT ALL TIMES IN THE BUILDING.

4. PROVIDE APPROPRIATE SIGNAGE TO INFORM SITE USERS OF

CONSTRUCTION ACTIVITIES AND TRAFFIC EXPECTATIONS.

5. CONTRACTOR RESPONSIBLE FOR CONTAINMENT AND CLEANING OF

CONSTRUCTION DUST AND DEBRIS AFTER ANY DEMOLITION OR

INSTALLATION OF WORK.

6. CONTRACTOR IS RESPONSIBLE FOR ALL MATERIALS AND

EQUIPMENT THAT THEY CHOSE TO STORE ON SITE.

PROVIDEADEQUATE STORAGE UNITS OR FENCING AS REQUIRED.

7. CONTRACTOR RESPONSIBLE FOR MAINTANING ALL REQUIRED

BUILDING EGRESS AS COORDINATED WITH THE OWNER AND FIRE

MARSHAL, AS REQUIRED.

8. CONTRACTOR RESPONSIBLE FOR REPAIRING ANY SITE DAMAGE

FROM CONSTRUCTION ACTIVITIES TO ORIGINAL CONDITION.

SITE ACCESS/ STAGING PLAN GENERAL NOTES

SS-1 COUNTERTOP AND

BACKSPLASH

P.LAM-1 BASE CABINETS

F7 A2.10

_______ F5 A2.10

PT-5

VINYL BASE AS SCHEDULED, VB-1.

FINISHED END PANEL

P.LAM-1 UPPERS / CABINETS

P.LAM-1 OPEN SHELVING. FINISH ALL

EXPOSED SURFACES

36"36"36"18"

18" 36" 36" 36"

FINISHED END PANEL

SINK - SEE MECH

ADA SINK APRON - FINISH ALL EXPOSED SURFACES

ACCESS PANEL.OWNER TO CONFIRM

LOCATION WITH CONTRACTOR.

F3 A2.10

EXISTING VENT TO REMAIN. REMOVE,

REINSTALL AND REFRAME TO FIT IN

NEW GYP BD PARTITION

OWNER PROVIDED AND INSTALLED

MARKERBOARD TRACK SYSTEM.

CONTRACTOR TO COORDINATE BLOCKING

WITH OWNER'S FURNITURE VENDOR.

WALL MOUNTED COUNTERTOP, SS-1

L - BRACKET SUPPORTS EQUALLY

SPACED AS REQUIRED

C3 A2.10

PT-7

2'-8"1'-6" 1'-6"

P.LAM PANELS WITH CLASP LOCK - SEE DIVISION 12

BARN DOOR SLIDER HARDWARE - SEE DIVISION 08

132"

E3 A2.10

PLYWOOD CAP - SEE SECTION

EXISTING SOFFIT

L BRACKET SUPPORTS EQUALLY

SPACED AS REQUIRED

HM CASED OPENING - SEE

DOOR/ OPENING SCHEDULE

FOR HEAD/JAMB/SILL DETAILS

WALL MOUNTED COUNTERTOP, SS-1

12"

EXISTING FLOOR AND BASE AS OCCURS

CEILING AS OCCURS

EARTH

CONCRETE

MASONRY/

STONE

METAL

WOOD

INSULATION

EARTH GRANULAR FILL SAND

TERRAZZO TOPPING WIRE MESHCONCRETE/

PRECAST

BRICK MORTAR NETBLOCK

ALUMINUM OTHERFERROUS

FINISHED PLYWOOD PARTICLE BOARDCONSTRUCTION

LUMBER

RIGID SPRAY FOAM GRANULAR LOOSEBATT

MISCELLANEOUS

EXISTING

CUT STONE

SYMBOLS

EXISTING DEMOLISHED

A102

A102L

8'-8"

C1

A5.2xx

GA2

W1

SF1

CW1

L1

D2

A4.2xx

DETAIL NO

DRAWING NO

DETAIL NO

DRAWING NO

DETAIL NO

DRWG NO

CURTAINWALL

STOREFRONT

LOUVER

EXTERIOR WINDOWS

WALL TYPES

HINGE SIDE

BORROWED LIGHT

DOOR OR WDW SWING

& NO

ROOM NAME

REVISIONS

ELEVATION

NOTES APPLY

MARKERBOARDS, TACKBOARDS, MAP

RAILS

NOTES, DIMENSIONS &

DETAIL KEYS APPLY FROM

NOTED DETAIL

DETAIL REFERENCE

OPENINGS,

DEPRESSIONS OR AS

NOTED

ELEVATIONS

GRIDS

SECTIONS

A102

B1

A4.1xx

SYMBOLS

A4.7xx

CLASSROOM

8'-0"

MBD

CEILING HEIGHT

CEILING MATL/ FIN ACT 1/-

ROOM NUMBER

OWNER INFO, AS

NEEDED

LENGTH

MATERIAL

TYPE

EXISTING WALL/ DOOR/

OTHER

A10

CLASSROOM

ART

OR

DEMOLISHED WALL/ DOOR/

OTHER

C1

A5.1xx

INTERIOR EXTERIOR

MATCHLINE

1 1/4" SS-1 COUNTERTOP W/

SEALANT AT WALL

SS-1 BACKSPLASH W/ SEALANT AT

WALL

CABINET DOOR, P.LAM-1

ADJUSTABLE SHELF (OMIT WHERE

SINK OCCURS).

DRAWER WHERE OCCURS (FIXED

PANEL WHERE SINK OCCURS)

VINYL BASE AS SCHEDULED, VB-1.

CABINET DOORS, P.LAM-1

ADJUSTABLE SHELVES

NOTE:

FINISH ALL EXPOSED

SURFACES PLAM-1

CEILING AS

OCCURS, PT-8

24" NOMINAL WITH DOORS

23" NOMINAL WITHOUT DOORS

CONT 2x6 WOOD BLOCKING AT WALLS

13" NOMINAL WITH DOOR

12" NOMINAL WITHOUT DOOR

SINK (SEE MECH)

VINYL BASE AS SCHEDULED, VB-1.

FIXED PANEL

HINGED DOOR W/ LOCK LATCH ON EACH

SIDE

HINGES

DASHED LINE INDICATES P LAM PANEL ON

EACH SIDE OF UNIT

SS-1 COUNTERTOP AND

BACKSPLASH

CASEWORK BEYOND

FINISH ALL EXPOSED SURFACES, P.LAM-1.

OPEN SHELVING - FINISH

ALL EXPOSED SURFACES,

P.LAM-1.

CEILING AS OCCURS, PT-8

12"

O F

F

IX

E D

P A

N E

L

M

IN

T O

B O

T T

O M

M

A X

C

O U

N T

E R

T O

P

" 3" 8 1/4"

CONT 2x6 WOOD BLOCKING AT WALLS

16'-0"

36" DEEP IMPERIAL

MARQUEE AWNING

CENTERED OVER

OPENING

BRACE WALL PLATES

PT-7

C7 A2.10

DOWNSPOUT; COLOR TO

MATCH AWNING

NOTE: AWNING TO BE PROVIDED AS A

DESIGNATED DESIGN, ALL ENGINEERING

AND CONECTIONS TO BE PROVIDED BY

CONTRACTORS AS MANUFACTURED BY

IMPERIAL OR PRIOR APPROVED EQUAL.

FINAL INSTALLATION TO BE 3'-0" DEEP,

GALVALUME STEEL PANELS, 10" WIDE V-

SHAPED PANEL DESIGN, POWER

COATED STEEL BRACES, 6" EXTRUDED

ALUMINUM GUTTER WITH DOWNSPOUT

SIZED TO OUTLET AT GRADE - COLOR TO

BE CHOSEN BY OWNER FROM

MANUFACTURER'S FULL COLOR LINE.

ROOF PANEL COLOR TO MATCH FULL

LINE OF GUTTER AND BRACE COLORS

AVAILABLE.

14"

EXISTING CONCRETE FOUNDATION TO REMAIN

1"

EXISTING FLOOR AND BASE AS OCCURS

SOLID SURFACE SILL INSTALLED AT

REMOVED LOCATION.

PROVIDE CONT SEALANT JOINT AT ALL EDGES

GROUT FRAME SOLID

SEALANT EACH SIDE

VIF

EXISTING CMU WALL AND

LINTEL TO REMAIN

GROUT FRAME SOLID

SEALANT (EACH SIDE)

EXISTING MASONRY WALL ANCHOR,

3 PER JAMB MINIMUM.

VIF

/1

T Y

P

EXISTING CMU WALL AS OCCURS

EXISTING CONCRETE FOUNDATION

CEILING/ SOFFIT AS OCCURS

ACCESS PANEL

MARKERBOARD PANEL PROVIDED AND

INSTALLED BY SEPARATE FURNITURE

VENDOR, COORDINATE FINAL

LOCATION FOR WOOD BLOCKING

EXISTING LOW-VOLTAGE SYSTEMS TO REMAIN

BEHIND WALL - COORDINATE FINAL LOCATION

WITH OWNER.

CONTINUOUS SEALANT JOINT AND BACKER

ROD

EXISTING FLOORING TO REMAIN.

CONTRATOR TO INSTALL NEW COVE BASE

TO MATCH EXISTING INSTALLATION FOR

THE LENGTH OF THIS WALL.

V .I

.F

WALL CONSTRUCTION:

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

- 5/8" GYP BD

METAL FRAMING BACK TO WALL

FOR LATERAL SUPPORT

.3

EXISTING SOFFIT TO REMAIN

LOGO TO BE PAINTED THIS

LOCATION - OWNER TO

PROVIDE JPEG ARTWORK

FOR PAINTER'S USE.

30° 00' 00"

30° 00' 00"

° 0

' 0

" 6

" 3

8"

3'-0"

PT-3

PT-4

PT-2

PT-5

PT-4

PT-3 PT-2 PT-4

PT-2 PT-3

PT-5

30° 00' 00"

6'-9" 6'-0" V.I.F.

EXISTING

EXISTING METAL PANEL

EXTERIOR CLADDING

MARQUEE AWNING

AWNING BRACE PLATE PER

MFR ENGINEERING AND

REQUIRED INSTALLATION

INSTRUCTIONS

GROUT FRAME SOLID

SEALANT (EACH SIDE)

(2) STEEL LINTELS 2-L3-1/2X3-1/3X5/16. BEAR

LINTELS MINIMUM 8" ON BOTH SIDES

SAWCUT OPENING TO ALLOW FOR

INSTALLATION OF STEEL LINTEL

SOAP IN NEW BLOCK AROUND STEEL

LINTEL. NEW CMU TO MATCH THE SIZE

AND SOURCING OF THE EXISTING

INSTALLATION.

F

E

D

C

B

A

1 2 3 4 5 6 7 8

A

IL

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

/4

/2

:0

:1

P

M

C

U s e rs \c jo n e s \D o c u m e n ts \S c h a u m b u rg

T e e n

C e n te r (C e n tr a l c jo n e s Y

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As indicated

C e n tr a l:

\w a e

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w o ld a e .c o m

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T e e n C e n te r

(C e n tr a l rv t

Village of Schaumburg

TEEN CENTER

INTERIOR

REMODEL

A2.10

CASEWORK

ELEVATIONS,

SECTIONS AND

DETAILS

101 Schaumburg Court Schaumburg, IL 60193

231 S Civic Drive Schaumburg, IL 60074

KE

CJ

02/04/2022

213089

ILLINOIS

11/30/2022 Matthew Bickel

001-020883

ARCHITECT

1/4" = 1'-0"

KITCHEN CASEWORK ELEVATION

C1

3' 6'

1/4" = 1'-0"

LOUNGE NORTH ELEVATION

B1

3' 6'

1/4" = 1'-0"

WINDOW AND CASEWORK ELEVATION - ALTERNATE #1

D1

3' 6'

1/4" = 1'-0"

ENLARGED LEDGE PLAN

B3

3' 6'

1/2" = 1'-0"

KITCHEN WINDOW SECTION - ALTERNATE #1

C3

1'-6" 3'

3/4" = 1'-0"

KITCHEN CASEWORK SECTION

F7

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

CASEWORK SECTION AT ACCESSIBLE SINK

F5

1' 2'

Revisions

Description Date Num

3/16" = 1'-0"

EAST ELEVATION - NEW AWNING - ALTERNATE #3

F1

4' 8'

1/2" = 1'-0"

SECTION AT LEDGE

E3

1'-6" 3'

3" = 1'-0"

HM HEAD AT MASONRY

B7

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

HM JAMB AT MASONRY (SILL SIMILAR)

B5

3" 6"

3/4" = 1'-0"

WALL SECTION

F3

1' 2'

1/4" = 1'-0"

ACCENT WALL ELEVATION

E1

3' 6'

3/8" = 1'-0"

SECTION AT MARQUEE AWNING - ALTERNATE #3

C7

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

HM HEAD AT MASONRY

C5

3" 6"

F/S

S

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

REGISTER/GRILLE

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

A

RETURN GRILLE

SUPPLY REGISTER OR GRILLE

LINEAR SUPPLY DIFFUSER

TYPE (24x24)

TYPE

SIZE

AIR FLOW (CFM)

A

A

12x8

TYPE

FACE SIZE & NECK DIA.

AIR FLOW (CFM)

4-2-10

A

A

LENGTH IN FT,

NUMBER OF SLOTS &

NECK DIA.

AIR FLOW (CFM)

TYPE

SUPPLY DIFFUSER

AIR DEVICE TAGS:

FACE SIZE &

NECK DIA.

TYPE

A

M

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

FD

FLR

FH

FLA

F & T

EXIST

F

ELEC

EWT

ELEV

EXH

EFF

EDR

EL

FIRE HYDRANT

FLOOR DRAIN

EXISTING

FULL LOAD AMPS

FLOOR

EFFICIENCY

ELECTRICAL

ELEVATION

EXHAUST

ELBOW

DB

DIFF

DEG

DIA

CW

CONCR

CONTR

CFM

CLG

CO

CHW

BTWN

BSMT

CB

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

RD

REG

VTR

PD

RPM

QUAN

TD

SP

RA

SA

SHEET

SUPPLY AIR

REQUIRED

PLUMBING

QUANTITY

REGISTER

ROOF DRAIN

RETURN AIR

ORD

NTS

P-#

LWT

LAT

MIN

MAX

KW

INV

MH

MBH

OBD

OA

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

HB

GR

HCW

HP

GRILLE

HOSE BIBB

HORSE POWER

DOMESTIC COLD WATER PIPING

SANITARY WASTE BELOW GROUND PIPING

SANITARY WASTE ABOVE GROUND PIPING

DOMESTIC HOT WATER PIPING

MECHANICAL LINETYPES

SS

VENT PIPING

F

E

D

C

B

A

1 2 3 4 5 6 7 8

M

IL

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

/4

/2

:0 : 5

A

M

C

U s e rs \r ry m s z a

\D o c u m e n ts

\2

S c h a u m b u rg T e e n

C e n te r_

M e c h

C e n tr a l rr y m s z a .r v t

1/8" = 1'-0"

C e n tr a l:

\w a e -s rv -i l.

w o ld a e .c o m

\I ll in o is

\C I_

S c h a u m b u rg

\T e e n

C e n te r\

T e e n

C e n te r R e m o d e l\ M e c h

\R e v it \2

S c h a u m b u rg

T e e n C e n te r_

M e c h

C e n tr a l rv t

Village of Schaumburg

TEEN CENTER

INTERIOR

REMODEL

M0.00

MECHANICAL

TITLE SHEET

101 Schaumburg Court Schaumburg, IL 60193

231 S Civic Dr Schaumburg, IL 60074

BE

RR

2/4/2022

213089

ILLINOIS

2/4/2022

MATTHEW T. VERDUN

062.059546

PROFESSIONAL ENGINEER

MECHANICAL SHEET LIST

M0.00 MECHANICAL TITLE SHEET

M1.00 PLUMBING PLANS AND SPECIFICATION

M2.00 HVAC PLAN - ALTERNATE #4

Revisions

Description Date Num

P-2H

P-1

P-3

ROUTE 3/4" CW, 1 1/2" SS

AND 1 1/2" V IN CHASE TO P-1

MODIFY EX CW AND SANITARY

ROUGH-INS AS NECESSARY

FOR CONNECTION TO NEW

FIXTURE

A120

A130

A110

A100A

A140

A150

MODIFY EX CW AND SANITARY

ROUGH-INS AS NECESSARY

FOR CONNECTION TO NEW

FIXTURE

2" FD-1 2

ROUTE DRAIN PAN AND RELIEF

VALVE PIPING IN CHASE TO

FD-1. SLOPE @ 1/4" PER FT.

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.

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. 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.

COUNTER SINK 1 1/2" 1 1/2" 1/2" 1/2"

FLOOR MOUNTED

PLUMBING FIXTURE SCHEDULE

P-2H

P-3 WATER COOLER 1 1/2"

FIX.

NO.

P-1

FIXTURE TYPE WASTE

RECESSED

1 1/2" 1/2" -

VENT CW HW REMARKS

UTILITY SINK 1 1/2" 1 1/2" 1/2" 1/2"

ADA COMPLIANT

PLUMBING PLAN KEYED NOTES:

1 PROVIDE A.O.SMITH MODEL EPU-2.5 POINT OF USE

WATER HEATER OR EQUIVALENT AT INDICATED

PLUMBING FIXTURE. WATER HEATER SHALL HAVE

A MINIMUM CAPACITY OF 2.5 GALLONS. PROVIDE

DRAIN PAN AND TEMPERATURE AND PRESSURE

RELIEF VALVE FOR EACH WATER HEATER. INSTALL

PER MANUFACTURER'S GUIDELINES. ROUTE DRAIN

PAN AND RELIEF VALVE TO FLOOR SINK FD-1 TO BE

INSTALLED UNDER FIXTURE P-1. ELECTRICAL

CONNECTION SHALL BE 120 VOLT, SINGLE PHASE.

ADJUST SANITARY ROUGH-IN AND P-TRAP

LOCATION AS NECESSARY TO ALLOW FOR

INSTALLATION OF WATER HEATER BELOW SINK.

MAINTAIN ADA CLEARANCE WHERE APPLICABLE.

2 INSTALL 2" FD-1 FLOOR SINK UNDER FIXTURE P-1

UTILITY SINK. CONNECT TO EXISTING SANITARY

SEWER AND VENT PIPING IN CHASE. SAW CUT

FLOOR AS NECESSARY.

SPECIFICATIONS

22 05 00 - COMMON WORK RESULTS

DRAWINGS ARE DIAGRAMMATIC ONLY. THEY ARE

INTENDED TO INDICATE SIZE AND/OR CAPACITY WHERE

STIPULATED, APPROXIMATE LOCATION AND/OR

DIRECTION, AND APPROXIMATE GENERAL

ARRANGEMENT OF ONE PHASE OF WORK TO ANOTHER,

BUT NOT THE EXACT DETAIL OF CONSTRUCTION. ALL

WORK SHALL BE CONSTRUCTED FROM FIELD

MEASUREMENTS TAKEN AT THE SITE. THIS SHALL

INCLUDE ALL RISES, DROPS AND OFFSETS NECESSARY

TO AVOID STRUCTURAL MEMBERS OR EQUIPMENT AND

MATERIALS INSTALLED BY OTHER TRADES. THE

CONTRACTOR SHALL COORDINATE THE DUCTWORK AND

PIPING LAYOUT BEFORE CONSTRUCTION.

BEFORE ORDERING EQUIPMENT AND MATERIALS,

SUBMIT SHOP AND EQUIPMENT DRAWINGS FOR

ENGINEER'S REVIEW. SHOP DRAWINGS SHALL CONTAIN

DETAIL EQUIPMENT ASSEMBLIES AND INDICATE

DIMENSIONS, WEIGHTS, LOADS, REQUIRED

CLEARANCES, METHOD OF FIELD ASSEMBLY,

COMPONENTS, AND LOCATION AND SIZE OF EACH FIELD

CONNECTION. THE ENGINEER WILL TAKE ONE OF THE

FOLLOWING ACTIONS ON SUBMITTALS:

A. REVIEWED" - CONTRACTOR SHALL PROCEED WITH

ORDERING AND/OR FABRICATION.

B. "REVIEW COMMENTS" - CONTRACTOR SHALL

PROCEED WITH ORDERING AND/OR FABRICATION AFTER

TAKING INTO ACCOUNT NOTED COMMENTS.

C. "REJECTED" - CONTRACTOR SHALL PROVIDE A

SUBMITTAL THAT MEETS THE INTENT OF THE

SPECIFICATIONS.

D. "REVISE AND RESUBMIT" - CONTRACTOR SHALL

MODIFY SUBMITTAL TO ADDRESS COMMENTS AND

RESUBMIT.

COMPILE PRODUCT DATA AND RELATED INFORMATION

APPROPRIATE FOR OWNER'S MAINTENANCE AND

OPERATION OF PRODUCTS FURNISHED UNDER THE

CONTRACT.

DELIVER AS-BUILT RECORD DOCUMENTS TO THE

OWNER AT CONTRACT CLOSE-OUT.

THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO

SUPPLEMENT EACH OTHER. ANY ITEMS SHOWN ON THE

DRAWINGS AND NOT MENTIONED IN THE

SPECIFICATIONS, OR VICE VERSA, SHALL BE EXECUTED

THE SAME AS IF MENTIONED AND SHOWN.

THE GREATEST QUANTITY OR MORE EXPENSIVE WORK

SHALL GOVERN WHERE THERE IS A CONFLICT NOTED

ANYWHERE ON THE DRAWINGS AND/OR

SPECIFICATIONS.

22 05 53 - IDENTIFICATION FOR PLUMBING PIPING AND

EQUIPMENT

PIPING SHALL BE IDENTIFIED WITH PREPRINTED, COLOR-

CODED BANDS OF SELF-ADHESIVE LABELS SPACED AT

INTERVALS OF NOT MORE THAN 25 FEET AND AT POINTS

WHERE PIPING PASSES THROUGH WALLS, FLOORS, OR

ROOFS IN WHICH CASE THE BANDS SHALL BE APPLIED

TO THE PIPING ON BOTH SIDES OF THE WALLS AND

BOTH ABOVE AND BELOW THE FLOOR OR ROOF.

LETTERING SIZE SHALL BE AT LEAST 1-1/2" HIGH.

PROVIDE A FLOW ARROW LABEL TO INDICATE FLOW

DIRECTION. LABEL LETTERING SHALL MATCH THE

DESIGNATIONS OR ABBREVIATIONS USED ON THE

DRAWINGS.

22 07 00 - PLUMBING INSULATION

INSTALL INSULATION CONTINUOUSLY THROUGH

HANGERS AND WALL PENETRATIONS. PROVIDE

INSULATION TAPE ON ALL INSULATION SEAMS AND

JOINTS. INSTALL GALVANIZED INSULATION SHIELDS AT

ALL PIPE HANGERS.

MINERAL FIBER BLANKET INSULATION:

A. MINERAL OR GLASS FIBERS BONDED WITH A

THERMOSET RESIN. COMPLY WITH ASTM C 553, TYPE II

AND ASTM C 1290, TYPE I; THERMAL CONDUCTIVITY

(AVG) OF 0.25 BTU/HR-FT^2-°F OR LOWER AT A MEAN

TEMERATURE OF 75°F.

MINERAL FIBER PREFORMED PIPE INSULATION:

A. MINERAL OR GLASS FIBERS BONDED WITH A

THERMOSET RESIN. COMPLY WITH ASTM C 547, TYPE I,

GRADE A, WITH FACTORY APPLIED ASJ-SSL; THERMAL

CONDUCTIVITY (AVG) OF 0.25 BTU/HR-FT^2-°F OR LOWER

AT A MEAN TEMERATURE OF 75°F.

MINIMUM PIPE INSULATION THICKNESS:

1. CW PIPING 1-1/4" AND SMALLER: 1/2"

2. HW PIPING 1-1/4" AND SMALLER: 1"

22 11 16 - DOMESTIC WATER PIPING

TUBE: ASTM B 88 TYPE L DRAWN TEMPER COPPER.

WROUGHT COPPER FITTINGS: ASTM B16.22. SOLDER

FILLER METAL

JOINING MATERIALS: ASTM B 32, 95-5 TIN-ANTIMONY FOR

LOW-PRESSURE PIPING.

PERFORM INSPECTION OF PIPING WITH ADMINISTRATIVE

AUTHORITY BEFORE CONCEALING OR CLOSING-IN

AFTER ROUGH IN AND BEFORE SETTING FIXTURES.

CLEAN AND DISINFECT DOMESTIC WATER PIPING PER

MINNESOTA PLUMBING CODE.

HANGERS AND SUPPORTS: PROVIDE EQUIPMENT

SUPPORTS CAPABLE OF SUPPORTING COMBINED

OPERATING WEIGHT OF SUPPORTED EQUIPMENT AND

CONNECTED SYSTEMS AND COMPONENTS. COMPLY

WITH ALL GUIDELINES OUTLINED BY THE

MANUFACTURERS STANDARDIZATION SOCIETY FOR THE

VALVE AND FITTINGS INDUSTRY. INSTALL 16 GAUGE, 12"

LONG, SHEET METAL INSULATION SHIELD FORMED TO

FIT CONTOUR OF PIPE INSULATION AT ALL SUPPORT

LOCATIONS.

22 11 19 - DOMESTIC WATER PIPING SPECIALTIES

WATER HAMMER ARRESTERS:

A. COPPER TUBE WITH PISTON PDI-WH 201 SIZES A

THROUGH F. INSTALL WATER HAMMER ARRESTERS IN

WATER PIPING ACCORDING TO PDI-WH 201.

22 13 16 - SANITARY WASTE AND VENT PIPING

PVC SEWER PIPE AND FITTINGS. CONFORM TO ASTM

D2665 FOR PIPE AND FITTINGS WITH SOLVENT WELDED

JOINTS USING SOLVENTS CONFORMING TO ASTM D2564.

PRIMER COLOR SHALL CONTRAST WITH PIPE AND

CEMENT COLORS. PRIMER SHALL CONFORM TO NSF

NUMBER 14.

HUBLESS CAST IRON SOIL PIPE AND FITTINGS:

CONFORM TO CISPI 301 AND MARK WITH THE CERTIFIED

TRADEMARK OF THE INDEPENDENT THIRD PARTY

CERTIFICATION AGENCY. HUBLESS JOINTS SHALL BE

SUPPORTED AND RESTRAINED IN ACCORDANCE WITH

ASTM 1540/CISPI 310 STANDARDS.

STANDARD DUTY SHIELDED COUPLINGS: CONFORM TO

ASTM C1277. PROVIDE WITH STAINLESS STEEL METAL

SHIELD, STAINLESS STEEL BANDS AND TIGHTENING

DEVICES AND ASTM C564 RUBBER SLEEVE WITH

INTEGRAL CENTER PIPE STOP.

INSTALL SANITARY WASTE PITCHED DOWN AT MINIMUM

SLOPE OF 1/4" PER FOOT. WHERE SITE CONDITIONS

PRECLUDE THIS SLOPE, PIPES 4" AND LARGER MAY BE

SLOPED AT 1/8" PER FOOT. NOTIFY ENGINEER OF SITE

CONDITIONS THAT DO NOT ALLOW SLOPING OF PIPE AT

1/4" PER FOOT. APPROVAL FROM AUTHORITY HAVING

JURISDICTION IS REQUIRED PRIOR TO PROCEEDING

WITH THE WORK.

MAKE CHANGES OF DIRECTION USING APPROPRIATE 45

DEGREE WYES OR LONG SWEEP BENDS. NO CHANGE OF

DIRECTION IN FLOW GREATER THAN 90 DEGREES SHALL

BE MADE. WHERE DIFFERENT SIZES OF DRAINAGE PIPES

AND FITTINGS ARE CONNECTED, USE PROPER SIZE,

STANDARD INCREASERS AND REDUCERS. REDUCTION

OF THE SIZE OF DRAINAGE PIPING IN THE DIRECTION OF

FLOW IS PROHIBITED.

APPLICATIONS:

A. BELOW GROUND WASTE AND VENT PIPING:

INSTALL PVC SEWER PIPE AND FITTINGS.

B. ABOVE GROUND WASTE AND VENT PIPING: INSTALL

HUBLESS CAST IRON SOIL PIPE AND FITTINGS WITH

STANDARD DUTY SHIELDED COUPLINGS.

PERFORM TESTING AND INSPECTION OF PIPING WITH

ADMINISTRATIVE AUTHORITY BEFORE CONCEALING OR

CLOSING-IN AFTER ROUGH IN AND BEFORE SETTING

FIXTURES.

22 40 00 - PLUMBING FIXTURES

COMPLY WITH ALL ASME, ANSI, AND ASSE STANDARDS.

A. MANUFACTURERS:

1. TRAPS AND SUPPLIES

a. ZURN

b. CHICAGO

c. BRASS CRAFT

d. CENTRAL

e. ROYAL

f. DEARBORN

g. T&S

h. KEENEY

2. PLUMBING SUPPORTS

a. JOSAM

b. WADE

c. SMITH

d. ZURN

e. WATTS

f. MIFAB

3. BOTTLE FILLING STATION

a. HALSEY-TAYLOR

b. ELKAY

4. FAUCETS

a. CHICAGO

5. STAINLESS STEEL COUNTER SINKS

a. ELKAY

b. JUST

6. UTILITY SINKS

a. FIAT

b. MUSTEE

c. ZURN

FITTINGS: PROVIDE FITTING FABRICATED OF BRASS,

WITH POLISHED HEAVY CHROME PLATE FINISH.

SUPPLIES WITH ANGLE STOPS: POLISHED CHROME

PLATED SOLID BRASS CONSTRUCTION. PLASTIC STEMS

ARE NOT ALLOWED. SLOW COMPRESSION, RENEWABLE

CARTRIDGES DESIGNED TO CLOSE WITH WATER

PRESSURE. 3/8" O.D. X 12" FLEXIBLE COPPER, CHROME

PLATED SUPPLY RISER. REMOVABLE, CHROME PLATED,

2 ¼" METAL LOOSE KEY TEE. CHROME PLATED METAL

WALL FLANGE. 20-125 PSI RATED OPERATING

PRESSURE. 40-140°F RATED OPERATING TEMPERATURE.

CODES: ASME A112.18.1M. INSTALL STOP VALVE IN AN

ACCESSIBLE LOCATION IN EACH WATER SUPPLY TO

EACH FIXTURE.

FAUCETS: PROVIDE FAUCETS THAT ARE SOLID, ONE

PIECE CAST BRASS WITH POLISHED, HEAVY CHROME-

PLATE FINISH CONFORMING TO ASME A-112.18.1M. LEAD

CONTENT SHALL BE LESS THAN 1%.

PLUMBING FIXTURE SUPPORTS: ASME A112.6.1M,

CATEGORIES AND TYPES AS REQUIRED FOR WALL-

HANGING FIXTURES SPECIFIED, AND WALL

REINFORCEMENT. PROVIDE CARRIERS/SUPPORTS

HAVING FEATURES REQUIRED TO MATCH FIXTURE.

INSTALL PLUMBING FIXTURES LEVEL AND PLUMB, IN

ACCORDANCE WITH FIXTURE MANUFACTURERS'

WRITTEN INSTALLATION INSTRUCTIONS, ROUGHING- IN

DRAWINGS, AND REFERENCED STANDARDS.

SECURE SUPPLIES BEHIND WALL OR WITHIN WALL PIPE

SPACE, PROVIDING RIGID INSTALLATION.

INSTALL CHROME-PLATED METAL ESCUTCHEONS AT

EACH WALL, FLOOR, AND CEILING PENETRATION IN

EXPOSED FINISHED LOCATIONS AND WITHIN CABINETS

AND MILLWORK. USE DEEP PATTERN ESCUTCHEONS

WHERE REQUIRED TO CONCEAL PROTRUDING PIPE

FITTINGS.

SEAL FIXTURES TO WALLS, FLOORS, AND COUNTERS

USING A SANITARY-TYPE, ONE-PART, MILDEW-

RESISTANT, SILICONE SEALANT. MATCH SEALANT

COLOR TO FIXTURE COLOR.

TEST FIXTURES TO DEMONSTRATE PROPER OPERATION

UPON COMPLETION OF INSTALLATION AND AFTER UNITS

ARE WATER PRESSURIZED. REPLACE MALFUNCTIONING

FIXTURES AND COMPONENTS, THEN RETEST. REPEAT

PROCEDURE UNTIL ALL UNITS OPERATE PROPERLY.

OPERATE AND ADJUST FAUCETS AND OTHER FIXTURE

CONTROLS. REPLACE DAMAGED AND MALFUNCTIONING

FIXTURES, FITTINGS, AND CONTROLS.

22 13 19 - SANITARY WASTE PIPING SPECIALTIES

CLEANOUTS:

A. COMPLY WITH ASME A112.36.2M CAST IRON FOR

CLEANOUT TEST TEE. USE SAME SIZE AS CONNECTED

DRAINAGE PIPING. MATCH BODY MATERIAL AND

CONNECTION METHOD OF CONNECTED PIPING. LOCATE

CLEANOUTS IN ACCORDANCE WITH THE MINNESOTA

PLUMBING CODE.

B. OPTIONS: BRASS PLUG CLOSURE WITH STRAIGHT

THREADS AND GASKET. ADJUSTABLE CAST IRON

HOUSING MATERIAL WITH THREADS.

C. COVER: POLISHED BRONZE FOR FINISHED AREAS.

STAINLESS STEEL CARPET MARKER WITH

VANDALPROOF SCREW FOR CARPETED AREAS.

FLOOR DRAINS:

A. PROVIDE FLOOR DRAINS OF SIZE AS INDICATED ON

DRAWINGS; AND TYPE, INCLUDING FEATURES, AS

SPECIFIED HEREIN: (TYPICAL UNITS LISTED BELOW ARE

OF JOSAM MANUFACTURE).

B. FLOOR DRAIN TYPE FD-1: JOSAM SERIES FLOOR

SINK NO-49300-NB-3. 8 INCH SQUARE TOP, 6 INCH DEEP

"SUPER-FLO-SEPTOR" WITH ACID RESISTING INTERIOR,

DOUBLE DRAINAGE FLANGE, WEEPHOLES, BOTTOM

OUTLET, ALUMINUM INTERNAL DOME STRAINER, AND

NIKALOY SANITARY SLOPED RIM WITH NICKEL BRONZE

TRAFFIC TOP 1/2 GRATE.

C. INSTALL FLOOR DRAINS AT LOW POINTS OF

SURFACE AREAS TO BE DRAINED. SET GRATES OF

DRAINS FLUSH WITH FINISHED FLOOR, UNLESS

OTHERWISE INDICATED. POSITION FLOOR DRAINS FOR

EASY ACCESS AND MAINTENANCE. SET FLOOR DRAINS

BELOW ELEVATION OF SURROUNDING FINISHED FLOOR

TO ALLOW FLOOR DRAINAGE. INSTALL FLOOR-DRAIN

FLASHING COLLAR OR FLANGE SO NO LEAKAGE

OCCURS BETWEEN DRAIN AND ADJOINING FLOORING.

MAINTAIN INTEGRITY OF WATERPROOF MEMBRANES

WHERE PENETRATED. INSTALL INDIVIDUAL TRAPS FOR

FLOOR DRAINS CONNECTED TO SANITARY BUILDING

DRAIN, UNLESS OTHERWISE INDICATED.

D. MANUFACTURERS:

1. JOSAM MFG. CO.

2. SMITH (JAY R) MFG. CO.

3. TYLER PIPE; SUBS, OF TYLER CORP.

4. ZURN INDUSTRIES INC,; HYDROMECHANICS DIV.

5. WATTS REGULATOR COMPANY

6. MIFAB

UTILITY SINK: FIAT FL-1

APPLICABLE STANDARD: ANSI A-112.19.2M

MATERIAL: MOLDED STONE

TYPE: FLOOR SET

DIMENSIONS: 20" X 23-7/8" X 13”

FITTINGS AND ACCESSORIES: PROVIDE THE FOLLOWING COMPATIBLE COMPONENTS

FAUCET: CHICAGO FAUCET 891-E2-E27-369 (6” SPOUT)

STRAINER: STAINLESS STEEL STRAINER AND RUBBER STOP

SUPPLIES: (2) CHICAGO NO. STB-21-00 ¼ TURN BALL STOP WITH LOOSE KEY HANDLE

AND END CAPS.

TRAP: CHROME WASTE WITH WALL ESCUTCHEON

ADA COUNTER SINK: ELKAY LUSTERTONE, LRAD-1918

APPLICABLE STANDARD: ASME A112.19.3 / ADA ANSI/ICC A117.1

MATERIAL: TYPE 304 NICKEL BEARING STAINLESS STEEL

GAGE: 18 GA.

SINK TYPE: SINGLE COMPARTMENT COUNTER SINK

DIMENSIONS: 19"L X 18"W X 5½"D

MOUNTING AND OUTLET: COUNTER MOUNTED. LOCATE THE DRAIN AT THE REAR OF THE SINK BASIN OFFSET TO ONE SIDE.

COLOR OR FINISH: SATIN, BRIGHT METAL

FITTINGS AND ACCESSORIES: PROVIDE THE FOLLOWING COMPATIBLE COMPONENTS

SUPPLIES: (2) CHICAGO NO. STB-21-00 ¼ TURN BALL STOP WITH LOOSE KEY HANDLE AND END CAPS.

FAUCET: CHICAGO NO. 201-AGN8AE3XKABCP 8” FIXED CENTER DECK MOUNTED HOT AND COLD WATER SINK FAUCET, 8”

RIGID/SWING GOOSENECK SPOUT (APPROX. 15” FROM COUNTER TO TOP OF GOOSENECK, APPROX. 8” SPOUT TO

NECK DEPTH), 2.2 GPM AERATOR, 2-3/8” VANDAL PROOF LEVER HANDLES, ¼ TURN CERAMIC OPERATING

CARTRIDGES.

DRAIN: ELKAY LK-35, 3-1/2” STAINLESS STEEL BODY WITH REMOVABLE CONICAL BASKET STRAINER WITH METAL STEM AND

RUBBER STOPPER WITH 1-1/2” TAILPIECE.

TRAP: CONCEALED WITHIN CABINET, CHROME WASTE WITH WALL ESCUTCHEON

SUPPORT: SELF-RIMMING

INSULATION: WHERE THE TRAP AND SUPPLIES ARE EXPOSED, PROVIDE ADA TRAP WRAP AND PIPE INSULATION. INSULATE WITH

CONTINUOUS PVC JACKET TO INCLUDE HOT AND COLD WATER SUPPLY RISER AND DRAIN LINE TO WALL INCLUDING

P-TRAP. REFER TO ARCHITECTURAL DETAILS FOR LOCATIONS WHERE THE TRAP AND SUPPLIES ARE EXPOSED.

ELECTRIC BOTTLE FILLING STATION: ELKAY MODEL LZWSM8K

APPLICABLE STANDARD: ADA/ICC A117.1 / NSF/ANSI 61, 372 / UL 399

MATERIAL/FINISH: STAINLESS STEEL

WATER COOLER TYPE: REFRIGERATED, ADA ACCESSIBLE

MOUNTING: WALL MOUNT (IN-WALL FRAME AND PLATE) WITH FULLY-RECESSED REFRIGERATION SYSTEM. PROVIDE MOUNTING

HARDWARE.

RIM HEIGHT: REFER TO ARCHITECTURAL ELEVATIONS.

CAPACITY: 8.0 GPH AT 30 DEG. WATER TEMPERATURE DROP, 90 DEG. AMBIENT AIR TEMPERATURE.

FILTER AND VISUAL USER INTERFACE: PROVIDE WITH WATER SENTRY FILTER AND FILTER MONITOR INDICATING WHEN REPLACEMENT

IS NECESSARY TO INCLUDE GREEN TICKER COUNTING QUANTITY OF 16OZ. BOTTLES SAVED.

FITTINGS AND ACCESSORIES: PROVIDE THE FOLLOWING COMPATIBLE COMPONENTS:

SUPPLIES: (1) CHICAGO NO. STB-21-00 ¼ TURN BALL STOP WITH LOOSE KEY HANDLE AND END CAP.

BOTTLE FILLER: NO-TOUCH SENSOR ACTIVATED WITH 20 SECOND SHUT-OFF TIMER. SHALL MEET ADA GUIDELINES FOR

FRONT AND PARALLEL APPROACH.

STRAINER: REMOVABLE, CHROME-PLATED BRASS. BUILT-IN 100 MICRON.

SUPPORT: PROVIDE WALL REINFORCEMENT.

TRAP: 1¼" IPS CAST BRASS P-TRAP WITH 17 GAUGE WASTE TO WALL.

P-1 DATA SHEET

P-2H DATA SHEET

P-3 DATA SHEET

DEMOLITION PLAN KEYED NOTES:

1 REMOVE EXISTING WATER COOLER AND

ASSOCIATED SUPPORTS. MODIFY ASSOCIATED

DOMESTIC AND SANITARY PIPING AND ELECTRICAL

POWER AS NECESSARY FOR NEW WORK.

2 REMOVE EXISTING UTILITY SINK AND ASSOCIATED

POINT OF USE WATER HEATER. REMOVE

ASSOCIATED DOMESTIC AND SANITARY PIPING TO

THE EXTENTS NECESSARY FOR NEW WORK.

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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

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Date

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M e c h

C e n tr a l rr y m s z a .r v t

1/8" = 1'-0"

C e n tr a l:

\w a e -s rv -i l.

w o ld a e .c o m

\I ll in o is

\C I_

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\T e e n

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T e e n

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Village of Schaumburg

TEEN CENTER

INTERIOR

REMODEL

M1.00

PLUMBING PLANS

AND

SPECIFICATION

101 Schaumburg Court Schaumburg, IL 60193

231 S Civic Dr Schaumburg, IL 60074

BE

RR

2/4/2022

213089

ILLINOIS

2/4/2022

MATTHEW T. VERDUN

062.059546

PROFESSIONAL ENGINEER

1/8" = 1'-0"

PLUMBING PLAN

C3

1/8" = 1'-0"

MECHANICAL DEMOLITION PLAN

B3

EX 24x8 EX 20x8 EX 18x6

EX 34x8 EX 24x8 EX 18x8 x

12x6

A 14x8 B

(TYP. 2)

A120

A130

A110

A100A

A140

A150

2 2 2

2200 CFM 200 CFM 200 CFM 200 CFM

300 CFM

150 CFM

HVAC PLAN GENERAL NOTES:

1. TRANSFER DUCTS SHALL HAVE 1" INTERNAL

SOUND ATTENUATING LINER

2. COORDINATE LOCATIONS OF ANY ACCESS

PANELS REQUIRED IN WALLS OR CEILINGS WITH

GENERAL CONTRACTOR.

3. ALL RISES AND DROPS IN DUCTWORK ARE NOT

NECESSARILY SHOWN. LAYOUT ROUTING AND

COORDINATE WORK WITH OTHER TRADES BEFORE

CONSTRUCTION.

4. ALL SUPPLY DUCTWORK ROUTED IN CONCEALED

SPACES AND ABOVE CEILINGS SHALL BE

EXTERNALLY INSULATED.

5. 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.

6. 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.

HVAC PLAN KEYED NOTES:

1 INSTALL TRANSFER DUCT BELOW SOFFIT HEIGHT

TO ALLOW AIR FLOW BETWEEN ROOMS.

2 BALANCE TO CFM INDICATED.

A

B

MANUF. & MODEL NO.

GRILLES, REGISTERS AND DIFFUSERS SCHEDULE

SERVICETYPE DESCRIPTION REMARKS

ALL STEEL SUPPLY REGISTER OF THE SIZE AS INDICATED ON THE PLANS. PROVIDE WITH DOUBLE

DEFLECTION HORIZONTAL FRONT BLADES, ¾" SPACING, OPPOSED BLADE DAMPER, AND BAKED WHITE

ENAMEL FINISH.

ALL STEEL EXHAUST REGISTER OF THE SIZE AS INDICATED ON THE PLANS. PROVIDE WITH SINGLE

DEFLECTION HORIZONTAL BLADES AT A FIXED 35° PATTERN AT ¾" SPACING, AND

FACTORY BAKED WHITE ENAMEL FINISH.

TITUS MODEL 300RL

TITUS MODEL 350RL

RETURN, EXHAUST, TRANSFER

GRILLE (SURFACE MOUNT)

SUPPLY REGISTER (SURFACE

MOUNT)

23 07 00 - HVAC INSULATION

MANUFACTURERS:

1. ARMSTRONG WORLD INDUSTRIES, INC.

2. CERTAINTEED CORP.

3. KNAUF FIBER GLASS GMBH.

4. SCHULER INTERNATIONAL (FORMERLY MANVILLE

PRODUCTS).

5. OWENS-CORNING FIBERGLASS CORP.

6. PITTSBURGH CORNING CORP.

7. RUBATEX CORP.

8. IMCOA

9. UNIFRAX

DUCTWORK INSULATION:

A. INSULATE EXTERNALLY 1.0-LB/CU FT WITH

MINERAL-FIBER INSULATION: MINERAL OR GLASS

FIBERS BONDED WITH A THERMOSETTING RESIN.

COMPLY WITH ASTM C 553, TYPE II AND ASTM C 1290,

TYPE I; THERMAL CONDUCTIVITY (AVG) OF 0.27 BTU/HR-

FT^2-°F OR LOWER AT MEAN TEMPERATURE OF 75°F.

INSTALL INSULATION IN ACCORDANCE WITH ALL

INDUSTRY STANDARDS. 1-1/2" THICK.

23 31 13 - DUCTWORK

ALL DUCTWORK IS TO BE GALVANIZED SHEET STEEL,

UNLESS OTHERWISE INDICATED.

DUCT CONSTRUCTION AND INSTALLATION, INCLUDING

SHEET METAL THICKNESSES, SEAM AND JOINT

CONSTRUCTION, REINFORCEMENTS, AND HANGERS AND

SUPPORTS, SHALL COMPLY WITH SMACNA'S "HVAC

DUCT CONSTRUCTION STANDARDS - METAL AND

FLEXIBLE" AND PERFORMANCE REQUIREMENTS AND

DESIGN CRITERIA INDICATED.

GALVANIZED SHEET STEEL: LOCK-FORMING QUALITY,

ASTM A653/A653M, COATING DESIGNATION G90.

PROVIDE MILL PHOSPHATIZED FINISH FOR EXPOSED

SURFACES OF DUCTS EXPOSED TO VIEW.

JOINT AND SEAM SEALANT: ONE-PART NON-SAG,

SOLVENT-RELEASE-CURING, POLYMERIZED BUTYL

SEALANT COMPLYING WITH FS TT-S-001657, TYPE I;

FORMULATED WITH A MINIMUM OF 75 PERCENT SOLIDS.

SEAL DUCT SEAMS AND JOINTS FOR DUCT STATIC

PRESSURE AND LEAKAGE CLASSES SPECIFIED IN

"PERFORMANCE REQUIREMENTS" ARTICLE, ACCORDING

TO SMACNA'S "HVAC DUCT CONSTRUCTION

STANDARDS - METAL AND FLEXIBLE," TABLE 1-2,

"STANDARD DUCT SEALING REQUIREMENTS," UNLESS

OTHERWISE INDICATED.

HANGERS AND SUPPORTS: GALVANIZED SHEET STEEL,

OR ROUND, UNCOATED STEEL, THREADED ROD.

STRAPS AND ROD SIZES CONFORMING WITH TABLE 4-1

IN SMACNA HVAC DUCT CONSTRUCTION STANDARDS,

1985 EDITION, FOR SHEET STEEL WIDTH AND GAGE AND

STEEL ROD DIAMETERS. DUCT ATTACHMENTS

INCLUDING SHEET METAL SCREWS, BLIND RIVETS, OR

SELF-TAPPING METAL SCREWS; COMPATIBLE WITH

DUCT MATERIALS.

PROTECT DUCT INTERIORS FROM MOISTURE,

CONSTRUCTION DEBRIS AND DUST, AND OTHER

FOREIGN MATERIALS. COMPLY WITH SMACNA'S "DUCT

CLEANLINESS FOR NEW CONSTRUCTION GUIDELINES."

TRANSFER DUCTS: LINE TRANSFER DUCTS WITH 1"

MINERAL FIBER INSULATION. COAT LINER WITH ANTI

MICROBIAL, EROSION RESISTANT COATING. COMPLY

WITH ASTM C1071 AND NFPA 90A AND 90B.

DUCT STATIC PRESSURE CLASSES:

A. POSITIVE PRESSURE (SUPPLY DUCT)

DOWNSTREAM FROM AIR TERMINAL: 2 INCH

23 37 13 - DIFFUSERS, REGISTERS, AND GRILLES

DIFFUSERS:

A. EXCEPT AS OTHERWISE NOTED, PROVIDE

MANUFACTURER'S STANDARD CEILING AIR DIFFUSERS

WHERE SHOWN; OF SIZE, SHAPE, CAPACITY AND TYPE

INDICATED; CONSTRUCTED OF MATERIALS AND

COMPONENTS AS INDICATED, AND AS REQUIRED FOR

COMPLETE INSTALLATION.

B. MANUFACTURERS:

1. ANEMOSTAT

2. CARNES

3. KRUEGER

4. TITUS

5. METALAIRE

6. NAILOR

7. PRICE

8. TUTTLE AND BAILEY

23 90 00 - TESTING ADJUSTING AND BALANCING

PERFORM TESTING AND BALANCING PROCEDURES FOR

DIFFUSERS IDENTIFIED ON DRAWINGS IN ACCORDANCE

WITH THE DETAILED PROCEDURES OUTLINED IN THE

FOLLOWING STANDARDS:

1. NEBB, "PROCEDURAL STANDARDS FOR

TESTING, ADJUSTING, AND BALANCING OF

ENVIRONMENTAL SYSTEMS."

2. ASHRAE HANDBOOK, 2003 SYSTEMS VOLUME,

CHAPTER 37, TESTING, ADJUSTING, AND

BALANCING.

SPECIFICATIONS

23 05 00 - COMMON WORK RESULTS

DRAWINGS ARE DIAGRAMMATIC ONLY. THEY ARE

INTENDED TO INDICATE SIZE AND/OR CAPACITY WHERE

STIPULATED, APPROXIMATE LOCATION AND/OR

DIRECTION, AND APPROXIMATE GENERAL

ARRANGEMENT OF ONE PHASE OF WORK TO ANOTHER,

BUT NOT THE EXACT DETAIL OF CONSTRUCTION. ALL

WORK SHALL BE CONSTRUCTED FROM FIELD

MEASUREMENTS TAKEN AT THE SITE. THIS SHALL

INCLUDE ALL RISES, DROPS AND OFFSETS NECESSARY

TO AVOID STRUCTURAL MEMBERS OR EQUIPMENT AND

MATERIALS INSTALLED BY OTHER TRADES. THE

CONTRACTOR SHALL COORDINATE THE DUCTWORK AND

PIPING LAYOUT BEFORE CONSTRUCTION.

BEFORE ORDERING EQUIPMENT AND MATERIALS,

SUBMIT SHOP AND EQUIPMENT DRAWINGS FOR

ENGINEER'S REVIEW. SHOP DRAWINGS SHALL CONTAIN

DETAIL EQUIPMENT ASSEMBLIES AND INDICATE

DIMENSIONS, WEIGHTS, LOADS, REQUIRED

CLEARANCES, METHOD OF FIELD ASSEMBLY,

COMPONENTS, AND LOCATION AND SIZE OF EACH FIELD

CONNECTION. THE ENGINEER WILL TAKE ONE OF THE

FOLLOWING ACTIONS ON SUBMITTALS:

A. REVIEWED" - CONTRACTOR SHALL PROCEED WITH

ORDERING AND/OR FABRICATION.

B. "REVIEW COMMENTS" - CONTRACTOR SHALL

PROCEED WITH ORDERING AND/OR FABRICATION AFTER

TAKING INTO ACCOUNT NOTED COMMENTS.

C. "REJECTED" - CONTRACTOR SHALL PROVIDE A

SUBMITTAL THAT MEETS THE INTENT OF THE

SPECIFICATIONS.

D. "REVISE AND RESUBMIT" - CONTRACTOR SHALL

MODIFY SUBMITTAL TO ADDRESS COMMENTS AND

RESUBMIT.

COMPILE PRODUCT DATA AND RELATED INFORMATION

APPROPRIATE FOR OWNER'S MAINTENANCE AND

OPERATION OF PRODUCTS FURNISHED UNDER THE

CONTRACT.

DELIVER AS-BUILT RECORD DOCUMENTS TO THE

OWNER AT CONTRACT CLOSE-OUT.

THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO

SUPPLEMENT EACH OTHER. ANY ITEMS SHOWN ON THE

DRAWINGS AND NOT MENTIONED IN THE

SPECIFICATIONS, OR VICE VERSA, SHALL BE EXECUTED

THE SAME AS IF MENTIONED AND SHOWN.

THE GREATEST QUANTITY OR MORE EXPENSIVE WORK

SHALL GOVERN WHERE THERE IS A CONFLICT NOTED

ANYWHERE ON THE DRAWINGS AND/OR

SPECIFICATIONS.

F

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IL

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

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M

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U s e rs \r ry m s z a

\D o c u m e n ts

\2

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C e n te r_

M e c h

C e n tr a l rr y m s z a .r v t

1/8" = 1'-0"

C e n tr a l:

\w a e -s rv -i l.

w o ld a e .c o m

\I ll in o is

\C I_

S c h a u m b u rg

\T e e n

C e n te r\

T e e n

C e n te r R e m o d e l\ M e c h

\R e v it \2

S c h a u m b u rg

T e e n C e n te r_

M e c h

C e n tr a l rv t

Village of Schaumburg

TEEN CENTER

INTERIOR

REMODEL

M2.00

HVAC PLAN -

ALTERNATE #4

101 Schaumburg Court Schaumburg, IL 60193

231 S Civic Dr Schaumburg, IL 60074

BE

RR

2/4/2022

213089

ILLINOIS

2/4/2022

MATTHEW T. VERDUN

062.059546

PROFESSIONAL ENGINEER

Revisions

Description Date Num

1/8" = 1'-0"

HVAC PLAN

B3

ELECTRICAL ABBREVIATIONS LIST

C CONDUIT

CATV CABLE TELEVISION

CB CIRCUIT BREAKER

CCTV CLOSED CIRCUIT TELEVISION

CKT CIRCUIT

CLG CEILING

CMPR COMPRESSOR

CONN CONNECTION

CONT CONTINUATION OR CONTINUOUS

CONTR CONTRACTOR

CONV CONVECTOR

CP CIRCULATING PUMP

CT CURRENT TRANSFORMER

CTR CENTER

CU COPPER

DCP DOMESTIC WATER CIRCULATING PUMP

EX EXISTING TO REMAIN

FOL FIBER OPTIC LINE

FS FUSIBLE SWITCH

HTR HEATER

HV HIGH VOLTAGE

HWP HYDRONIC WATER PUMP

IC INTERRUPTING CAPACITY

IG ISOLATED GROUND

IMC INTERMEDIATE METAL CONDUIT

INCAND INCANDESCENT

IR INFRARED

I/W INTERLOCK WITH

J-BOX JUNCTION BOX

KV KILOVOLT

KVA KILOVOLT-AMPERE

KVAR KILOVOLT-AMPERE REACTIVE

KW KILOWATT

KWH KILOWATT HOUR

LOC LOCATE OR LOCATION

LT LIGHT

LTG LIGHTING

LTNG LIGHTNING

LV LOW VOLTAGE

MAG.S MAGNETIC STARTER

M/C MOMENTARY CONTACT

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MDC MAIN DISTRIBUTION CENTER

MDP MAIN DISTRIBUTION PANEL

MFR MANUFACTURER

MFS MAIN FUSED DISCONNECT SWITCH

MLO MAIN LUGS ONLY

MMS MANUAL MOTOR STARTER

MOA MULTIOUTLET ASSEMBLY

MSP MOTOR STARTER PANELBOARD

MSBD MAIN SWITCHBOARD

MT MOUNT

MT.C EMPTY CONDUIT

MTS MANUAL TRANSFER SWITCH

MTR MOTOR, MOTORIZED

UE UNDERGROUND ELECTRICAL

UG UNDERGROUND

UH UNIT HEATER

UNO UNLESS NOTED OTHERWISE

UT UNDERGROUND TELEPHONE

UV UNIT VENTILATOR OR ULTRAVIOLET

V VOLT

VA VOLT-AMPERES

VERT VERTICAL

VFD VARIABLE FREQUENCY DRIVE

VOL VOLUME

W WATT

W/ WITH

WG WIRE GUARD

WH WATER HEATER

W/O WITHOUT

WP WEATHERPROOF

XFMR TRANSFORMER

XFR TRANSFER

QUAN QUANTITY

RCPT RECEPTACLE

REQD REQUIRED

RL RELOCATED

RSC RIGID STEEL CONDUIT

RTU ROOF TOP UNIT

SC SURFACE CONDUIT

SEC SECONDARY

SHT SHEET

SIM SIMILAR

S/N SOLID NEUTRAL

SPKR SPEAKER

SP SPARE

SR SURFACE RACEWAY

SS STAINLESS STEEL

SSW SELECTOR SWITCH

S/S STOP/START PUSHBUTTONS

STA STATION

STD STANDARD

SURF SURFACE MOUNTED

SW SWITCH

SWBD SWITCHBOARD

SYM SYMMETRICAL

TERM…