Drawings.pdf

PROJECT LOCATION

C A

R M

I D E

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IG

N G

R O

U P

OWNER: PROJECT LOCATION: DRAWING INDEX: AREA MAP:

210 E. MAIN STREET; P.O. BOX 487

NILES, MICHIGAN 49120

P: 269.663.5073 a r c h i t e c t u r e + d e s i g n

Copyright 2026 ©

C U s e rs

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03-23-2026

CENTRAL OFFICE TECHNOLOGY RENOVATION

-2

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CD SET FOR BIDDING

BERRIEN SPRINGS, MICHIGAN

BERRIEN SPRINGS PUBLIC SCHOOLS

BERRIEN SPRINGS PUBLIC SCHOOLS

285 SYLVESTER AVENUE

BERRIEN SPRINGS, MICHIGAN 49103

BERRIEN SPRINGS PUBLIC SCHOOLS

285 SYLVESTER AVENUE

BERRIEN SPRINGS, MICHIGAN 49103

N

SHEET NO. SHEET NAME

-- COVER

DEMOLITION

D1.0 DEMOLITION PLAN

D1.1 DEMOLITION CEILING PLAN

ARCHITECTURAL

A1.0 LIFE SAFETY PLAN AND CODE INFO

A1.1 FLOOR PLAN (AREA A)

A1.2 FLOOR PLAN (AREA B)

A1.3 TYPICAL MOUNTING HEIGHTS & PARTITION TYPES

A3.0 SECTIONS & DETAILS

A4.0 INTERIOR ELEVATIONS

A5.0 SCHEDULES AND ELEVATIONS

A5.1 FINISH PLAN & SCHEDULE

A6.0 REFLECTED CEILING PLAN AND DETAILS

PLUMBING

PD1.1 DEMOLITION PLAN - PLUMBING (AREA A)

PD1.2 DEMOLITION PLAN - PLUMBING (AREA B)

P1.1 FLOOR PLAN - PLUMBING (AREA A)

P2.1 PLUMBING DETAILS

P2.2 PLUMBING SPECIFICATIONS

MECHANICAL

MD1.1 DEMOLITION PLAN - MECHANICAL (AREA A)

MD1.2 DEMOLITION PLAN - MECHANICAL (AREA B)

M1.1 FLOOR PLAN - MECHANICAL HVAC (AREA A)

M1.2 FLOOR PLAN - MECHANICAL HVAC (AREA B)

M2.1 MECHANICAL DETAILS

M2.2 MECHANICAL CONTROLS

M2.3 MECHANICAL SPECIFICATIONS

ELECTRICAL

ED1.1 DEMOLITION PLAN - ELECTRICAL (AREA A)

ED1.2 DEMOLITION PLAN - ELECTRICAL (AREA B)

E1.1 FLOOR PLAN - ELECTRICAL LIGHTING (AREA A)

E1.2 FLOOR PLAN - ELECTRICAL LIGHTING (AREA B)

E2.1 FLOOR PLAN - ELECTRICAL POWER (AREA A)

E2.2 FLOOR PLAN - ELECTRICAL POWER (AREA B)

E3.1 ELECTRICAL SYMBOLS

E3.2 ELECTRICAL DETAILS

E3.3 ELECTRICAL SPECIFICATIONS

E3.4 ELECTRICAL SPECIFICATIONS

PROJECT TEAM

MEP ENGINEERING

MILLIES ENGINEERING GROUP

9711 VALPARAISO DRIVE

MUNSTER, IN 46321

219-924-8400

LEAD ARCHITECT & INTERIOR DESIGN

CARMI DESIGN GROUP

210 E. MAIN ST; SUITE 200

NILES, MICHIGAN 49120

269-663-5073

WORK DESCRIPTION

THIS INTERIOR RENOVATION PROJECT INVOLVES CREATING

NEW OFFICE SPACE FOR THE TECHNOLOGY DEPARTMENT AND

A DEDICATED WORKSPACE FOR UPGRADING STUDENT DEVICES.

RENOVATIONS INCLUDE TWO NEW OFFICES, THREE

WORKSTATIONS, AND A RENOVATED BREAK ROOM AND COPY

AREA. INTERIOR FINISHES, RE-DISTRIBUTION OF DUCT WORK,

AND MINOR REVISIONS TO THE ELECTRICAL AND PLUMBING

SYSTEMS.

ADDITIONALLY, FOUR NEW WORKSTATIONS WILL BE CREATED

FOR THE FINANCE DEPARTMENT BY DEMOLISHING A RESTROOM

AND A STORAGE ROOM.

DEMOLITION PLAN LEGEND

EXISTING CONSTRUCTION

(TO REMAIN)

EXISTING CONSTRUCTION

(TO BE REMOVED)

EXISTING DOOR (TO REMAIN)

EXISTING DOOR (TO BE REMOVED)

GENERAL DEMOLITION NOTES

A. VERIFY FIELD CONDITIONS PRIOR TO START OF DEMOLITION / CONSTRUCTION,

AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. CONFORM TO ALL

BUILDING CODES AND EXECUTE WORK ONLY WHICH IS IN CONFORMANCE.

B. CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DEMOLITION REQUIRED FOR

THE INSTALLATION OF NEW CONSTRUCTION AND AS NECESSARY TO FULFILL

THE PURPOSE AND INTENT OF THE FINISHED WORK, WHETHER OR NOT IT IS

SPECIFICALLY SHOWN OR NOTED IN THESE DOCUMENTS. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR ALL ITEMS CALLED TO BE REMOVED

THROUGHOUT THE ENTIRE SET OF DOCUMENTS.

C. CONTRACTOR SHALL FIELD INSPECT ALL DEMOLITION WORK PRIOR TO

REMOVAL TO INSURE SUCH REMOVAL DOES NOT IMPAIR STRUCTURAL

INTEGRITY OF THE EXISTING BUILDING. IF THE INSPECTION INDICATES THAT THE

STRUCTURAL INTEGRITY MAY BE IMPAIRED, NOTIFY THE ARCHITECT

IMMEDIATELY.

D. PROTECT ALL PORTIONS OF THE EXISTING BUILDING TO REMAIN DURING

DEMOLITION / CONSTRUCTION. THE GENERAL CONTRACTOR IS RESPONSIBLE

FOR ANY AND ALL DAMAGES HE OR HIS SUB-CONTRACTORS CAUSE.

E. ALL CONSTRUCTION AREAS, REMOVAL TRAFFIC PATTERN AREAS AND

ASSOCIATED WORK AREAS SHALL BE KEPT CLEAN OF DEBRIS BY THE

CONTRACTORS DAILY.

F. UNLESS NOTED OTHERWISE, ALL DEMOLITION MATERIAL BECOMES THE

PROPERTY OF THE CONTRACTORS AND IS TO BE REMOVED FROM THE

PROPERTY, IN A LEGAL MANNER. THE OWNER RESERVES THE RIGHT AND

SHALL BE GIVEN THE OPPORTUNITY TO CLAIM ITEMS WHETHER OR NOT THOSE

ITEMS WERE SPECIFICALLY NOTED FOR REMOVAL OR RELOCATION.

G. GENERAL CONTRACTOR RESPONSIBLE FOR PATCHING ALL REMOVED

ELECTRICAL OUTLETS. ELECTRICAL CONTRACTOR TO PROVIDE GENERAL

CONTRACTOR WITH QUANTITIES.

H. REMOVE EXISTING FINISHES AS REQUIRED TO INSTALL NEW FINISHES.

PREPARE SURFACES TO RECEIVE NEW FINISH AS PER MANUFACTURER'S

PRINTED INSTRUCTIONS. SEE FINISH SCHEDULE FOR NEW FINISHES.

I. SEE PLUMBING PLANS FOR NECESSARY CONCRETE SLAB REMOVAL TO

FACILITATE NEW UNDER-FLOOR SANITARY PIPING.

J. SEE PLUMBING, MECHANICAL, AND ELECTRICAL PLANS FOR DEMOLITION

REQUIREMENTS.

2.5

2.7

2.6

2.6

2.6

2.11

2.12

2.14

2.13

2.15

2.15

REMOVE AND SALVAGE

13' - 6" 8' - 3"

2.16

R E

M O

V E

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A L

V A

G E

2.14

R E

IN

S

T A

L L

R E

M O

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2.16

2.17

2.9

6' - 0" 7' - 5 1/8"

2.9

2.9

2.10

2.18

2.19

2.19

2.20

2.21

2.21

210 E. MAIN STREET; P.O. BOX 487

NILES, MICHIGAN 49120

P: 269.663.5073

THE INFORMATION ON THIS SHEET IS

THE PROPERTY OF CARMI design group inc. AND MAY NOT BE REPRODUCED

WITHOUT WRITTEN CONSENT FROM

CARMI design group inc.

Copyright 2026 ©

PROJECT #

DRAWN BY

ISSUEDNO. DATE

CHECKED BY

CDG TCL

a r c h i t e c t u r e + d e s i g n

C U s e rs

\c a rm i\ O n e D ri v e

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A

M

CENTRAL OFFICE

TECHNOLOGY

RENOVATION

BERRIEN SPRINGS

PUBLIC SCHOOLS

BERRIEN SPRINGS, MICHIGAN

2025.017

DEMOLITION PLAN

D1.0

03-23-2026CD SET FOR BIDDING

N

1/8" = 1'-0"1

DEMOLITION PLAN

KEYNOTES - DEMO

2.5 REMOVE EXISTING CARPET AND PREP FLOOR AS REQUIRED TO RECEIVE NEW FINISH

2.6 REMOVE & SALVAGE EXISTING DOOR AND FRAME. TURN OVER FOR OWNER'S USE.

2.7 REMOVE & SALVAGE EXISTING CLOSET SYSTEM. TURN OVER FOR OWNER'S USE.

2.9 DEMO PORTION OF EXISTING WALLS.

2.10 REFER TO D1.1 FOR BULKHEAD CEILING NOTES AND DETAILS.

2.11 REMOVE AND RELOCATED EXISTING FIRE EXTINGUISHER CABINET. REFER TO A1.1 FOR NEW

LOCATION.

2.12 REMOVE AND SALVAGE EXISTING EYE WASH STATION. TURN OVER TO OWNER. CAP

PLUMBING ASSOCIATED WITH EYE WASH STATION. CAP EXISTING FLOOR DRAIN.

2.13 REMOVE AND SALVAGE EXISTING WALL MOUNTED SINK ACCESSORIES. TURN OVER TO

OWNER.

2.14 REMOVE EXISTING BASE CABINETS AND SALVAGE FOR REINSTALLATION; REFER TO FLOOR

PLAN AND ELEVATIONS. SALVAGE UPPER CABINETS IF PRESENT AND RETURN TO OWNER.

2.15 DEMO EXISTING COUNTERTOPS.

2.16 REMOVE EXISTING CASEWORK; SALVAGE AND TURN OVER TO OWNER.

2.17 REMOVE EXISTING MOVEABLE PARTITION AND TRACK. RETURN TO OWNER.

2.18 REMOVE EXISTING MOVEABLE PARTITION AND TRACK. RETURN TO OWNER.

2.19 DEMO EXISTING STEEL PIPE COLUMN.

2.20 REMOVE & SALVAGE EXISTING DRINKING FOUNTAIN. RETURN TO OWNER.

2.21 REMOVE AND DISPOSE OF EXISTING CUBICLE SYSTEM.

2.1

2.1

2.12.2

2.2 2.3

2.4

A3.0

5' - 5 7/8" 3' - 1" 3' - 10" 6' - 0" 7' - 5 1/8"

2.8

CEILING DEMOLITION LEGEND

EXISTING SUSPENDED ACOUSTICAL CEILING -

TO BE REMOVED

EXISTING GYPSUM BD. CEILING

EXISTING 2X2 LIGHT FIXTURE - TO BE REMOVED

EXISTING SUSPENDED ACOUSTICAL CEILING -

TO REMAIN

EXISTING 2X2 LIGHT FIXTURE - TO REMAIN

GENERAL DEMOLITION NOTES

A. VERIFY FIELD CONDITIONS PRIOR TO START OF DEMOLITION / CONSTRUCTION,

AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. CONFORM TO ALL

BUILDING CODES AND EXECUTE WORK ONLY WHICH IS IN CONFORMANCE.

B. CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DEMOLITION REQUIRED FOR

THE INSTALLATION OF NEW CONSTRUCTION AND AS NECESSARY TO FULFILL

THE PURPOSE AND INTENT OF THE FINISHED WORK, WHETHER OR NOT IT IS

SPECIFICALLY SHOWN OR NOTED IN THESE DOCUMENTS. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR ALL ITEMS CALLED TO BE REMOVED

THROUGHOUT THE ENTIRE SET OF DOCUMENTS.

C. CONTRACTOR SHALL FIELD INSPECT ALL DEMOLITION WORK PRIOR TO

REMOVAL TO INSURE SUCH REMOVAL DOES NOT IMPAIR STRUCTURAL

INTEGRITY OF THE EXISTING BUILDING. IF THE INSPECTION INDICATES THAT THE

STRUCTURAL INTEGRITY MAY BE IMPAIRED, NOTIFY THE ARCHITECT

IMMEDIATELY.

D. PROTECT ALL PORTIONS OF THE EXISTING BUILDING TO REMAIN DURING

DEMOLITION / CONSTRUCTION. THE GENERAL CONTRACTOR IS RESPONSIBLE

FOR ANY AND ALL DAMAGES HE OR HIS SUB-CONTRACTORS CAUSE.

E. ALL CONSTRUCTION AREAS, REMOVAL TRAFFIC PATTERN AREAS AND

ASSOCIATED WORK AREAS SHALL BE KEPT CLEAN OF DEBRIS BY THE

CONTRACTORS DAILY.

F. UNLESS NOTED OTHERWISE, ALL DEMOLITION MATERIAL BECOMES THE

PROPERTY OF THE CONTRACTORS AND IS TO BE REMOVED FROM THE

PROPERTY, IN A LEGAL MANNER. THE OWNER RESERVES THE RIGHT AND

SHALL BE GIVEN THE OPPORTUNITY TO CLAIM ITEMS WHETHER OR NOT THOSE

ITEMS WERE SPECIFICALLY NOTED FOR REMOVAL OR RELOCATION.

G. GENERAL CONTRACTOR RESPONSIBLE FOR PATCHING ALL REMOVED

ELECTRICAL OUTLETS. ELECTRICAL CONTRACTOR TO PROVIDE GENERAL

CONTRACTOR WITH QUANTITIES.

H. REMOVE EXISTING FINISHES AS REQUIRED TO INSTALL NEW FINISHES.

PREPARE SURFACES TO RECEIVE NEW FINISH AS PER MANUFACTURER'S

PRINTED INSTRUCTIONS. SEE FINISH SCHEDULE FOR NEW FINISHES.

I. SEE PLUMBING PLANS FOR NECESSARY CONCRETE SLAB REMOVAL TO

FACILITATE NEW UNDER-FLOOR SANITARY PIPING.

J. SEE PLUMBING, MECHANICAL, AND ELECTRICAL PLANS FOR DEMOLITION

REQUIREMENTS.

210 E. MAIN STREET; P.O. BOX 487

NILES, MICHIGAN 49120

P: 269.663.5073

THE INFORMATION ON THIS SHEET IS

THE PROPERTY OF CARMI design group inc. AND MAY NOT BE REPRODUCED

WITHOUT WRITTEN CONSENT FROM

CARMI design group inc.

Copyright 2026 ©

PROJECT #

DRAWN BY

ISSUEDNO. DATE

CHECKED BY

CDG TCL

a r c h i t e c t u r e + d e s i g n

C U s e rs

\c a rm i\ O n e D ri v e

\D o c u m e n ts \B

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F R

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/2

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:0

:0

A

M

CENTRAL OFFICE

TECHNOLOGY

RENOVATION

BERRIEN SPRINGS

PUBLIC SCHOOLS

BERRIEN SPRINGS, MICHIGAN

2025.017

DEMOLITION

CEILING PLAN

D1.1

03-23-2026CD SET FOR BIDDING

1/8" = 1'-0"1

DEMOLITION CEILING PLAN

N

KEYNOTES - DEMO

2.1 DEMO & SALVAGE EXISTING LIGHT FIXTURE. TURN OVER TO OWNER.

2.2 REMOVE PORTION OF EXISTING BULKHEAD AS REQUIRED

2.3 DEMO EXISTING DUCTWORK; REFER TO MECHANICAL DRAWINGS FOR DETAILS.

2.4 REMOVE EXISTING CEILING GRID AS REQUIRED

2.8 REMOVE GYPSUM BOARD CEILING

R

EF.

EXISTING BUILDING

(TOTAL INCL. AREA OF

RENOVATION)

12,332 SF

H

R W

A

LL

2 HR WALL

BUILDING GROUP A-3:

2,902 SF

BUILDING GROUP B:

3,168 SF

BUILDING GROUP B:

7,344 SF

BUILDING GROUP B:

4,988 SF

2 HR WALL

HR W

ALL

H

R W

A

LL

J1

J2

J3

J4

J5

J6

J7

J8

J9

FE

FE

FE

FE

52' - 4"

57' - 9"

RENOVATION AREA:

344 SF

RENOVATION AREA:

1,848 SF

32' - 0"

B

B

A-3

BFE

FE

FE

CODE INFO

APPLICABLE CODES:

2021 MICHIGAN BUILDING CODE (MBC)

2021 INTERNATIONAL PLUMBING CODE (MPC)

2021 INTERNATIONAL MECHANICAL CODE (MMC)

2023 NATIONAL ELECTRIC CODE (NEC) (NFPA 70)

2021 MICHIGAN COMMERCIAL ENERGY CODE (MCEC)

2021 MICHIGAN REHABILITATION CODE FOR EXISTING BUILDINGS

2021 INTERNATIONAL FUEL GAS CODE (IFGC)

MICHIGAN ACCESSIBILITY CODE (BASED ON ICC/ANSI A117.1-2017)

SCOPE OF PROJECT:

2,180 SF OFFICE RENOVATION IN AN EXISTING BUILDING.

OCCUPANCY CLASSIFICATION:

• OFFICES, ADMINISTRATION: BUSINESS B (SECTION 304.1)

• EXISTING BUILDING: BUSINESS B

CONSTRUCTION TYPE: CONSTRUCTION TYPE IIB

EXIT TRAVEL DISTANCE: 200’-0” WITHOUT SPRINKLER

EGRESS & FIRE SAFETY DATA

MAX TRAVEL DISTANCE ALLOWED: 200'-0"

MAX TRAVEL DISTANCE PROVIDED: ALL AREAS OF BUILDING WITHIN 200' OF MIN

TWO EXITS (REFER TO PLAN)

THE BUILDING HAS NO FIRE SUPPRESSION SYSTEM

MAX. TRAVEL DISTANCE TO FIRE EXTINGUISHERS IS LESS THAN OR EQUAL TO

75'-0" (FIRE EXTINGUISHERS - BY OWNER)

LEGEND

EXIT; REFER TO ELECTRICAL DRAWINGS FOR

EXIT SIGNS, DISCHARGE LIGHTING AND

EMERGENCY LIGHTING

TRAVEL DISTANCE

FE

FIRE EXTINGUISHER

2 HOUR FIRE RESISTANT WALL

WITH 1 1/2 HR OPENINGS

AREA OF RENOVATION

(2,180 SF)

210 E. MAIN STREET; P.O. BOX 487

NILES, MICHIGAN 49120

P: 269.663.5073

THE INFORMATION ON THIS SHEET IS

THE PROPERTY OF CARMI design group inc. AND MAY NOT BE REPRODUCED

WITHOUT WRITTEN CONSENT FROM

CARMI design group inc.

Copyright 2026 ©

PROJECT #

DRAWN BY

ISSUEDNO. DATE

CHECKED BY

CDG TCL

a r c h i t e c t u r e + d e s i g n

C U s e rs

\c a rm i\ O n e D ri v e

\D o c u m e n ts \B

S P

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A

M

CENTRAL OFFICE

TECHNOLOGY

RENOVATION

BERRIEN SPRINGS

PUBLIC SCHOOLS

BERRIEN SPRINGS, MICHIGAN

2025.017

LIFE SAFETY PLAN

AND CODE INFO

A1.0

03-23-2026CD SET FOR BIDDING

1/16" = 1'-0"1

LIFE SAFETY PLAN

N

W D

R E

F

EXISTING

VESTIBULE

30' - 0"

/2

/8

/8

/8

/8

TECH DIRECTOR

OFFICE

OFFICES &

WORK AREA

BREAK ROOM

NEW OPENING

6' - 0"

NEW OPENING

6' - 0"

12' - 8 1/4" 8' - 6" 8' - 0"

2.2

EXISTING

STORAGE

9' - 0"

A4.04 3

A4.0 1

A4.0 5

10.1

A3.0

A3.0

2.4

2.1

8.1

8.1

8.1

8.1

WOMENS

TOILET

8.1

8.1 2.3

8.4

W2

W2

W4

W2

W2

W3

W3

W3

/4

5.2

5.1

5.1

5.1

5.1

5.1

5.1

CL

CL

T O

A

L

IG

N

9.5

/8

/8

/2

3' - 0"

W3

WORKSTATIONS

8.4

12.1

12.4

A

A

A

A

B

C

A4.0

2.42.4

2.4

CL

CL

CL

CL

CL

CL

1.2

X121

1.2

5' - 0" 5' - 0"

EXISTING

TECH WORK RM.

12.5

5.1

2.3

26' - 8"

5' - 2" 5' - 0"5' - 9" 5' - 9"

A5.06

A5.0

12.6

12.8 12.8

9.11

9.11

GENERAL NOTES

A. DIMENSIONS SHOWN ARE, UNLESS NOTED OTHERWISE,

a. TO FACE OF EXISTING WALL

b. TO FACE OF MASONRY

c. TO FACE OF STUD IN FRAME WALLS

d. TO CENTERLINE OF COLUMNS

B. REFER TO PARTITION TYPES ON SHT. A2.0 FOR INTERIOR WALL

CONSTRUCTION, HEIGHT AND SOUND INSULATION.

C. PROVIDE ADEQUATE BLOCKING WHERE REQUIRED FOR ANCHORAGE OF

SHELVING, GRAB BARS, HANDRAIL, COUNTERTOPS, SINK, ETC.

D. CONTRACTOR RESPONSIBLE FOR VERIFYING EXISTING DIMENSIONS; NOTIFY

ARCHITECT OF ANY DISCREPANCIES.

E. ALL FURNITURE SHOWN PROVIDED BY OWNER.

AREA

OF WORK

AREA

OF WORK

A

B

210 E. MAIN STREET; P.O. BOX 487

NILES, MICHIGAN 49120

P: 269.663.5073

THE INFORMATION ON THIS SHEET IS

THE PROPERTY OF CARMI design group inc. AND MAY NOT BE REPRODUCED

WITHOUT WRITTEN CONSENT FROM

CARMI design group inc.

Copyright 2026 ©

PROJECT #

DRAWN BY

ISSUEDNO. DATE

CHECKED BY

CDG TCL

a r c h i t e c t u r e + d e s i g n

C U s e rs

\c a rm i\ O n e D ri v e

\D o c u m e n ts \B

S P

S C e n tr a l O ff ic e

C e n tr a l_

-0 m a te ja C

F R

K

.r v t

/2

/2

:0

:0

A

M

CENTRAL OFFICE

TECHNOLOGY

RENOVATION

BERRIEN SPRINGS

PUBLIC SCHOOLS

BERRIEN SPRINGS, MICHIGAN

2025.017

FLOOR PLAN

(AREA A)

A1.1

03-23-2026CD SET FOR BIDDING

N

1/4" = 1'-0"1

FLOOR PLAN (AREA A)

KEYNOTES

1.2 WALL MOUNTED TELEVISION; OWNER PROVIDED (N.I.C)

2.1 EXISTING BULKHEAD; PAINT UNDERSIDE AND ALL VERTICAL SURFACES P-4.

2.2 EXISTING GAS SHUT-OFF TO REMAIN

2.3 EXISTING BUILDING WALL TO REMAIN

2.4 EXISTING COLUMN

5.1 8" METAL STUD FRAMING AT 16" O.C.; REFER TO WALL TYPES

5.2 6" WALL w/ 3 5/8" METAL STUD FRAMING (STAGGERED) AT 16" O.C.; REFER TO

WALL TYPES

8.1 INTERIOR HOLLOW METAL WINDOW / DOOR FRAME. PAINT P-4.

8.4 6'-0" WIDE X 8'-6" HIGH HOLLOW METAL DOOR FRAME. PAINT P-4.

9.5 REPAIR DRYWALL AT REMOVED SEMI-RECESSED FIRE EXTINGUISHER

9.11 EXISTING CEILING BULKHEAD; REFER TO REFLECTED CEILING PLANS

10.1 SEMI-RECESSED FIRE EXTINGUISHER CABINET (RELOCATED)

12.1 INSTALL SALVAGED CASEWORK AND NEW PL-1 COUNTERTOP

12.4 INSTALL NEW PL-1 COUNTERTOP AT EXISTING CASEWORK

12.5 PRINTER BY OWNER

12.6 MOVE EXISTING ISLAND CASEWORK AND COUNTERTOP FROM ON-CAMPUS

STORAGE BUILDING AND REINSTALL IN TECH WORK RM. 108. REFER TO SHEET

A5.0 FOR ELEVATIONS.

12.8 NEW PLAS. LAM. WORK ISLAND; REFER TO SHEET A5.0 FOR ELEVATIONS.

N

N.T.S.

KEY PLAN

W D

W D

9' - 0"

NEW OFFICES

CONFERENCE

ROOM

9' - 0"

EXISTING

OFFICE

EXISTING

HALLWAY

WOMENS

TOILET

MEN'S TOILET

EXISTING CLO.

W1

W1

NEW OPENING

6' - 0"

8.2

2.1

2.1

2.4

9.2

9.3

8.3

4.1

2.3

2.4

A3.0

4.2

9.11

A3.0

A4.0

2.11

GENERAL NOTES

A. DIMENSIONS SHOWN ARE, UNLESS NOTED OTHERWISE,

a. TO FACE OF EXISTING WALL

b. TO FACE OF MASONRY

c. TO FACE OF STUD IN FRAME WALLS

d. TO CENTERLINE OF COLUMNS

B. REFER TO PARTITION TYPES ON SHT. A2.0 FOR INTERIOR WALL

CONSTRUCTION, HEIGHT AND SOUND INSULATION.

C. PROVIDE ADEQUATE BLOCKING WHERE REQUIRED FOR ANCHORAGE OF

SHELVING, GRAB BARS, HANDRAIL, COUNTERTOPS, SINK, ETC.

D. CONTRACTOR RESPONSIBLE FOR VERIFYING EXISTING DIMENSIONS; NOTIFY

ARCHITECT OF ANY DISCREPANCIES.

E. ALL FURNITURE SHOWN PROVIDED BY OWNER.

AREA

OF WORK

AREA

OF WORK

A

B

210 E. MAIN STREET; P.O. BOX 487

NILES, MICHIGAN 49120

P: 269.663.5073

THE INFORMATION ON THIS SHEET IS

THE PROPERTY OF CARMI design group inc. AND MAY NOT BE REPRODUCED

WITHOUT WRITTEN CONSENT FROM

CARMI design group inc.

Copyright 2026 ©

PROJECT #

DRAWN BY

ISSUEDNO. DATE

CHECKED BY

CDG TCL

a r c h i t e c t u r e + d e s i g n

C U s e rs

\c a rm i\ O n e D ri v e

\D o c u m e n ts \B

S P

S C e n tr a l O ff ic e

C e n tr a l_

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F R

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.r v t

/2

/2

:1

:3

A

M

CENTRAL OFFICE

TECHNOLOGY

RENOVATION

BERRIEN SPRINGS

PUBLIC SCHOOLS

BERRIEN SPRINGS, MICHIGAN

2025.017

FLOOR PLAN

(AREA B)

A1.2

03-23-2026CD SET FOR BIDDING

N

1/4" = 1'-0"1

FLOOR PLAN (AREA B)

KEYNOTES

2.1 EXISTING BULKHEAD; PAINT UNDERSIDE AND ALL VERTICAL SURFACES P-4.

2.3 EXISTING BUILDING WALL TO REMAIN

2.4 EXISTING COLUMN

2.11 PATCH AND REPAIR EXISTING WALL. INFILL AND FINISH SHALL MATCH

EXISTING

4.1 TOOTH IN AND INFILL EXISTING OPENING W/ NEW CMU WALL; MATCH

EXISTING AND NEW INTERIOR MATERIALS AND FINISH

4.2 INFILL EXISTING OPENING W/ NEW CMU WALL. TOOTH IN BULLNOSE CMU ON

BOTH EXPOSED CORNERS; MATCH EXISTING AND NEW INTERIOR MATERIALS

AND FINISH

8.2 HOLLOW METAL DOOR FRAM W/ SOLID WOOD DOOR. HOLLOW METAL

FRAMES SHALL BE FULLY GROUTED AND BITUMINOUSLY COATED. ALL

FINISHES SHALL MATCH EXISTING.

8.3 3'-0" x 7'-0" DOOR IN TEMPORARY CORRIDOR WALL; 20-MIN. RATED DOOR WITH

HOLLOW METAL FRAME.

9.2 REPAIR CEILING GRID AFTER TEMP WALL IS REMOVED

9.3 TEMPORARY WALL AT LIMITS OF CONSTRUCTION

9.11 EXISTING CEILING BULKHEAD; REFER TO REFLECTED CEILING PLANS

N

T.P. DISP.

TOILET SIDE ELEVATION

MIRROR

TOILET FRONT ELEVATION SINK SIDE ELEVATION

PAPER TOWEL

DISPENSER

SINK

ALLOWABLE

CLEARANCE

T O

O P

E R

A B

L E

P A

R T

M

A X

36" MIN.

12" MIN.

42" MIN.

12"

ICC/ANSI

39" - 41"

IC

C

/A N

S I

M

A X

8" MIN. 6" MAX.

M

A X

M

IN

M

IN

M

A X

M

IN

18"

17" MIN.

ADA TANK TYPE W.C.

9" MAX.

7"

BARRIER-FREE CLEARANCES PLUMBING FIXTURES

TOILET ROOM ACCESSORIES

MISC. ACCESSORIES

M in

4" Max

PROTRUDING OBJECTS

IN ACCESSIBLE ROUTE

(M

IN

(M

IN

BARRIER-FREE CLEAR TURNING AREAS

5FT TEE

MINIMUM CLEAR

FLOOR AREA

12" 40" (MIN) 12"

ø 5' - 7

67IN CIRCLE

MINIMUM CLEAR

FLOOR AREA

T o d e c k

3"

M a x

5'-0" MIN. WIDTH

BARRIER-FREE COUNTERTOP

C A

B

IN

E T

H A

R D

W A

R E

FIRE EXTINGUISHER

CABINET

SHELF AND COAT RACK

VARIES

NO HOOKS ABOVE

B.F. SHELF UNIT

R E

F L E

C T

IV

E

S U

R F

A C

E

M in

MIN.

1' - 3"

S

IN

K S

U R

F A

C E

M a x

R E

F L E

C T

IV

E

S U

R F

A C

E

M a x

LAVATORY FRONT ELEVATION LAVATORY SIDE ELEVATION

M in

S

IN

K S

U R

F A

C E

M a x

Max.

8"

Min.

1' - 6"

M in

8"

LAVATORY PLAN

MIN.

1' - 3"

MIN.

1' - 3"

M in

M

A X

C L E

A R

F L O

O R

A R

E A

COUNTERTOP

SINK PLAN

1' - 3" Min. 1' - 3" Min.

Min.

2' - 0"

Min.

2' - 0"

M in

CLEAR FLOOR AREA

CL

1' - 6"

CL

5' - 0" Min. Clear

M in

C le a r

WATER CLOSET PLAN

M in

M in

CLEAR FLOOR AREA

1' - 3" Min. 1' - 3" Min.

T O

S P

O U

T

M a x s td

T O

S P

O U

T

M a x B

.F

M in

F lo w

CLCL

DRINKING FOUNTAIN

ELECTRIC WATER

COOLER

JANITOR CLOSETDRINKING FOUNTAIN

ELECTRIC WATER

COOLER

M in

8" Min.

11" Min.

1' - 5" Min.

3 1/2" Max.

T O

S P

O U

T

M A

X B

.F

M

IN

S

T D

MOP SINK

4' - 0"

FRP WITH TRIM AND SEALANT AT ALL

EDGES AND CORNERS ON TWO WALLS

MOP RACK ON WALL ADJACENT

TO SINK SPIGOT

GRAB BAR SIZE AND SPACING AT WALL

CL

1 1/2" Min.

1 1/2" O.D. MAX

1 1/4" O.D. MIN.

S E

E E

L E

V A

T

IO

N

DOORWAY FEATURES

2' - 8" Min. Clear

7 1/2" Min.

EXCEPT POWER

ASSIST AND

SLIDING DOORS

Note - 100 Sq. In.

Max glazing in rated doors

SOLID & SMOOTH

LOWER SURFACE

DOOR AND HARDWARE

18" MAX.

CLEAR 12" MIN. PUSH

SIDE, 18" MIN.

PULL SIDE

18" MAX.

PROJECTING

SIGN

LATCH SIDE

TEXT

M in

M a x

CL

BARRIER-FREE

DOOR SIGNAGE

MISCELLANEOUS DEVICES

PHONE

PHO

NE

T O

P O

F D

E V

IC

E

WALL DEVICES

M a x

CL

CL

CONTROLS: (LIGHT SWITCH, HVAC

CONTROL, FIRE ALARM PULL STATION,

CARD READER, B.F. DOOR OPENER, ETC.)

SENSORS:

(TEMPERATURE, CO2, ETC.)

M in

C le a r

5' - 0" Min. Clear

USE:

STRAIGHT GRAB BAR 36" X 1 1/2" DIA (BACK WALL)

STRAIGHT GRAB BAR 42" X 1 1/2" DIA (SIDE WALL)

STRAIGHT GRAB BAR 18" X 1 1/2" DIA (SIDE WALL)

SANITARY

NAPKIN

DISPOSAL

64" (MIN)

(M

IN

4 7/8"

5/8" TYPE "X"

GYPSUM BOARD

(BOTH SIDES)

3 5/8" MTL STUDS @ 16"

O.C.

BASE - SEE SCHED.

5/8" 3 5/8" 5/8" 5/8" TYPE "X" GYPSUM

BOARD (BOTH SIDES)

7 1/4"

BASE - SEE SCHED.

5/8" 6" 5/8"

W2 W4

SOUND BATT INSUL. SOUND BATT INSUL.

DEFLECTION TRACK

ROOF STRUCTURE

METAL STUD +

GYPSUM BD.

7 5/8"

W1

4 7/8"

5/8" TYPE "X"

GYPSUM BOARD

(BOTH SIDES)

3 5/8" MTL STUDS

@ 16" O.C.

BASE - SEE SCHED.

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

W3

DEFLECTION TRACK

ROOF STRUCTURE

METAL STUD +

GYPSUM BD.

DEFLECTION TRACK

ROOF STRUCTURE

METAL STUD +

GYPSUM BD.

SECTION "A"

"A"

3 5/8" MTL STUDS

@ 16" O.C.

3 5/8" MTL STUDS @ 16" O.C.,

STAGGERED 8" O.C.

5/8" 6" 5/8"

SOUND BATT INSUL.

GYPSUM BD.

210 E. MAIN STREET; P.O. BOX 487

NILES, MICHIGAN 49120

P: 269.663.5073

THE INFORMATION ON THIS SHEET IS

THE PROPERTY OF CARMI design group inc. AND MAY NOT BE REPRODUCED

WITHOUT WRITTEN CONSENT FROM

CARMI design group inc.

Copyright 2026 ©

PROJECT #

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C U s e rs

\c a rm i\ O n e D ri v e

\D o c u m e n ts \B

S P

S C e n tr a l O ff ic e

C e n tr a l_

-0 m a te ja C

F R

K

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/2

/2

:0

:0

A

M

CENTRAL OFFICE

TECHNOLOGY

RENOVATION

BERRIEN SPRINGS

PUBLIC SCHOOLS

BERRIEN SPRINGS, MICHIGAN

2025.017

TYPICAL

MOUNTING

HEIGHTS &

PARTITION TYPES

A1.3

03-23-2026CD SET FOR BIDDING

3/8" = 1'-0"

TYPICAL ACCESSIBLE MOUNTING HEIGHTS

1" = 1'-0"

PARTITION TYPES

FIN. FLOOR

100' - 0"

TECH DIRECTOR

BREAK ROOM

5.15.1 9.1

109' - 0"

CLG. HGT.

EXIST. BULKHEAD

110' - 0"

114' - 8"

BOT./ROOF DECK

10.1

12.4

WORKSTATIONS

12.4

2.8

2.8

2.1

9.6

5.1

4.2

8.2

2.79.4

9.14

5.3

BOT/BULKHEAD

CLG HGT (EX.)CLG HGT

108' - 8"

108' - 9"108' - 9"

9.1

2.5

5.4

(MATCH EXIST.)

MATCH EXISTING WIDTH

210 E. MAIN STREET; P.O. BOX 487

NILES, MICHIGAN 49120

P: 269.663.5073

THE INFORMATION ON THIS SHEET IS

THE PROPERTY OF CARMI design group inc. AND MAY NOT BE REPRODUCED

WITHOUT WRITTEN CONSENT FROM

CARMI design group inc.

Copyright 2026 ©

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C U s e rs

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\D o c u m e n ts \B

S P

S C e n tr a l O ff ic e

C e n tr a l_

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F R

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TECHNOLOGY

RENOVATION

BERRIEN SPRINGS

PUBLIC SCHOOLS

BERRIEN SPRINGS, MICHIGAN

2025.017

SECTIONS &

DETAILS

A3.0

03-23-2026CD SET FOR BIDDING

1/4" = 1'-0"1

BUILDING SECTION

KEYNOTES

2.1 EXISTING BULKHEAD; PAINT UNDERSIDE AND ALL VERTICAL SURFACES P-4.

2.5 EXISTING BUILDING ROOF

2.7 EXISTING SUSPENDED CEILING

2.8 EXISTING CABINETRY TO REMAIN

4.2 INFILL EXISTING OPENING W/ NEW CMU WALL. TOOTH IN BULLNOSE CMU ON

BOTH EXPOSED CORNERS; MATCH EXISTING AND NEW INTERIOR MATERIALS

AND FINISH

5.1 8" METAL STUD FRAMING AT 16" O.C.; REFER TO WALL TYPES

5.3 LT. GAGE METAL BRACING AS REQUIRED

5.4 8" METAL STUD FRAMING AT 16" O.C.; REFER TO WALL TYPES

8.2 HOLLOW METAL DOOR FRAM W/ SOLID WOOD DOOR. HOLLOW METAL

FRAMES SHALL BE FULLY GROUTED AND BITUMINOUSLY COATED. ALL

FINISHES SHALL MATCH EXISTING.

9.1 2x2 SUSPENDED ACOUSTICAL CEILING TILE AND GRID

9.4 PAINT WALL P-1; PAINT HM DOOR / WINDOW FRAME(S) P-4 WHERE

APPLICABLE.

9.6 INSTALL 6" RUBBER WALL BASE WB-1

9.14 5/8" GYPSUM BOARD

10.1 SEMI-RECESSED FIRE EXTINGUISHER CABINET (RELOCATED)

12.4 INSTALL NEW PL-1 COUNTERTOP AT EXISTING CASEWORK

1/4" = 1'-0"2

BUILDING SECTION

3/8" = 1'-0"3

DETAIL @ EXISTING HALLWAY (114)

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

SECTION AT BULKHEAD

FIN. FLOOR

100' - 0"

9.9

9.4

9.6

2' - 0" 5' - 6" 7' - 11" 5' - 6" 4' - 1 3/4"

A A A A

B

11' - 3 3/8" 3' - 11 1/8"

2.15

12.39.6

12.4

9.4

10.1 2.8

5' - 0"

12.1

2.15

12.4

9.6

9.4

9.10

2.8

2.15

1.1

2.8

12.1

7'-6"; SALVAGED FROM EAST WALL24" VOID

12.2

FROM NORTH WALL

36"

12.7

FIN. FLOOR

100' - 0"

9.4

9.4

9.10

107106

2.15

C

10' - 5 1/8"

210 E. MAIN STREET; P.O. BOX 487

NILES, MICHIGAN 49120

P: 269.663.5073

THE INFORMATION ON THIS SHEET IS

THE PROPERTY OF CARMI design group inc. AND MAY NOT BE REPRODUCED

WITHOUT WRITTEN CONSENT FROM

CARMI design group inc.

Copyright 2026 ©

PROJECT #

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C U s e rs

\c a rm i\ O n e D ri v e

\D o c u m e n ts \B

S P

S C e n tr a l O ff ic e

C e n tr a l_

-0 m a te ja C

F R

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CENTRAL OFFICE

TECHNOLOGY

RENOVATION

BERRIEN SPRINGS

PUBLIC SCHOOLS

BERRIEN SPRINGS, MICHIGAN

2025.017

INTERIOR

ELEVATIONS

A4.0

03-23-2026CD SET FOR BIDDING

1/4" = 1'-0"1

TECHNOLOGY ELEVATION

3/8" = 1'-0"2

NORTH ELEV. - BREAK ROOM 106

3/8" = 1'-0"3

EAST ELEV. - BREAK ROOM 106

KEYNOTES

1.1 OWNER PROVIDED (N.I.C)

2.8 EXISTING CABINETRY TO REMAIN

2.15 EXISTING BAR JOIST

9.4 PAINT WALL P-1; PAINT HM DOOR / WINDOW FRAME(S) P-4 WHERE

APPLICABLE.

9.6 INSTALL 6" RUBBER WALL BASE WB-1

9.9 PAINT UNDERSIDE AND ALL VERTICAL FACES OF DRYWALL BULKHEAD P-4

9.10 PAINT HM DOOR AND FRAME P-4

10.1 SEMI-RECESSED FIRE EXTINGUISHER CABINET (RELOCATED)

12.1 INSTALL SALVAGED CASEWORK AND NEW PL-1 COUNTERTOP

12.2 INSTALL WALL CLEAT TO SUPPORT NEW COUNTERTOP; PAINT WALL COLOR.

12.3 REINSTALL SALVAGED DRAWER UNIT WITH FINISHED END.

12.4 INSTALL NEW PL-1 COUNTERTOP AT EXISTING CASEWORK

12.7 INSTALL 36" WIDE BASE CABINET SALVAGED FROM NORTH WALL

3/8" = 1'-0"5

EAST ELEV. -

NEW OFFICE WORK AREA 101

3/8" = 1'-0"4

WEST ELEV. - BREAK ROOM 106

1/4" = 1'-0"6

OFFICE/WORK AREA ELEV. @ HALLWAY

F

S E

E S

C H

E D

SEE SCHED.

I

2" SEE

SCHED.

2"

S E

E S

C H

E D

1" BULLNOSE

EDGE (BOTH SIDES

JAMBHEAD

3' - 6"

A

8.1

7' - 0"

5' - 0"

4' - 0"

B

7' - 0"

4' - 0"

4' - 0"

C

7' - 0"

3' - 0"

220"

40"

173"

ADJ. SHELVES ADJ. SHELVES

FIN. ENDSFIN. END FIN. END

PL-3

ALL EXPOSED SURFACES, PL-3POWER/

DATA POLE

POWER/

DATA POLE

A5.03"

33"33"

12"

/4

FIN.

END

FIN.

END

69"

223"

24" 24" 24" 18" 41" 18" 24" 24" 24" 1"1"

173"

/2

/2

ISLAND LAMINATES

PL-2 WILSONART WHITE SAND COUNTERS

PL-3 WILSONART WILD CHERRY BASE CABINETS, EXPOSED SURFACES, SHELVES

PL-2

C

O R

N E

R S

R " T

Y P

ROUGH POWER POLE

LOCATION; VERIFY SIZE AND

PLACEMENT W/OWNER

POWER POLE

AT EACH END

ADJ. SHELF

PL-3

INTERIOR

AND SHELF

WB-1

210 E. MAIN STREET; P.O. BOX 487

NILES, MICHIGAN 49120

P: 269.663.5073

THE INFORMATION ON THIS SHEET IS

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WITHOUT WRITTEN CONSENT FROM

CARMI design group inc.

Copyright 2026 ©

PROJECT #

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S P

S C e n tr a l O ff ic e

C e n tr a l_

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M

CENTRAL OFFICE

TECHNOLOGY

RENOVATION

BERRIEN SPRINGS

PUBLIC SCHOOLS

BERRIEN SPRINGS, MICHIGAN

2025.017

SCHEDULES AND

ELEVATIONS

A5.0

03-23-2026CD SET FOR BIDDING

3/8" = 1'-0"2

DOOR ELEVATIONS

3/8" = 1'-0"1

FRAME ELEVATIONS

DOOR & FRAME SCHEDULE

MARK TYPE

DOOR FRAME

H, J & SILL

DETAILS

FIRE

RATING

OVT

Hardware

Set NOTESWIDTH HGT THK MATL FINISH MATL EL.

106 F 3' - 0" 7' - 0" 1 3/4" WD PRE FIN. HM I 01

107 F 3' - 0" 7' - 0" 1 3/4" WD PRE FIN. HM I 01

111 F 3' - 0" 7' - 0" 1 3/4" WD PRE FIN. HM I 20 MIN 02

DOOR & FRAME SCHEDULE NOTES:

1. GC SHALL FIELD MEASURE FOR EXACT DOOR AND FRAME WIDTH.

2. DOOR & FRAME FINISHES SHALL MATCH EXISTING.

3. HOLLOW METAL DOOR FRAMES SHALL BE FULLY GROUTED AND BITUMINOUSLY COATED.

1" = 1'-0"4

HEAD/JAMB DETAIL

A. CONTRACTOR TO CAULK PERIMETER OF ALL NEW HOLLOW METAL FRAMES TO EXISTING

CMU WALLS.

B. PAINT TOUCH-UPS SHALL BE REQUIRED AT ALL DISTURBED FINISHES, WALLS,

BULKHEADS, AND FLOORS.

C. CONTRACTOR SHALL REPAIR FLOOR FINISHES AS NEEDED (WHERE DISTURBED), WITH

LIKE MATERIALS OF KIND AND COLOR.

D. CONTRACTOR SHALL PROTECT ADJACENT EXISTING FINISHES TO LIMIT DISTURBANCE TO

SURROUNDING AREA.

WALL HEAD/JAMB NOTES:

3/8" = 1'-0"3

INTERIOR WINDOW ELEVATIONS

3/8" = 1'-0"6

ELEVATION - TECH WORK ROOM 108 ISLANDS

3/8" = 1'-0"7

ISLAND END

3/8" = 1'-0"5

PLAN VIEW - WORK RM ISLANDS

3/8" = 1'-0"8

SECTION

FOR REFERENCE ONLY

CONFIGURATION OF EXISTING ISLAND TO BE

RELOCATED FROM STORAGE BUILDING AND INSTALLED

IN TECH WORK ROOM 108

R E

F

FINISH PLAN LEGEND

CPT-1

INSTALL TILES IN BRICK PATTERN

P-2 RYEGRASS

CPT-1

CONTINUE EXISTING INSTALLATION

PATTERN; USE ONLY FULL TILES AT

TRANSITION BETWEEN EXISTING AND

NEW CARPET

P-3 KILIM BEIGE

P-4 SPALDING GRAY

LVT-1

VINYL PLANK

FLOORING IN THIS AREA TO BE

DETERMINED AFTER AWARD

EXISTING

VESTIBULE

TECH DIRECTOR

OFFICE

OFFICES &

WORK AREA

BREAK ROOM

NEW OFFICES

CONFERENCE

ROOM

WORKSTATIONS

EXIST.

CPT.

NEW

CPT.

WOMENS

TOILET

EXISTING

HALLWAY

9.9

TECH WORK RM.

.0 0°

8' - 8"

MEN'S TOILET

NEW EPOXY

FLOOR

EXIST. FLOOR

TO REMAIN

9.9

EXIST.

FLOORING TO

REMAIN

N.I.C.

N.I.C.

N.I.C.

N.I.C.

N.I.C.

N.I.C.

N.I.C.

9.12

9.12

9.12

ROOM FINISH LEGEND

FINISH TAG MANUFACTURER STYLE NAME COLOR NAME COLOR NO.

SHERWIN-WILLIAMSP-1

RYEGRASS

SW 6106

PAINT

CARPET CPT-1 PATCRAFT GRAPHITE UMBER 00700

SHERWIN-WILLIAMSP-2

SPALDING GRAY SW 6074

LAY-IN CLG. GRID G-1 ARMSTRONG PRELUDE ML 15/16"

WHITE -ACP-1 ARMSTRONG CIRRUS ANGLED TEGULAR (584)

WHITE -

WALL BASE WB-1 ROPPE 6" HIGH STANDARD RUBBER WALL BASE BURNT UMBER 194

SHERWIN-WILLIAMSP-3 ACCENT COLOR

DOOR FRAMES, BULKHEAD

REMARKS

2'x2'x3/4"ACOUSTIC CLG. PANEL

SHERWIN-WILLIAMSP-4

PRO-INDUSTRIAL PRE-CAT WATER BASED EPOXY

PLAS. LAMINATE PL-1 WILSONART HPL OILED SOAPSTONE 4882-38 BREAK RM/WORK RM COUNTERS

24" x 24" TILE

PRO-INDUSTRIAL PRE-CAT WATER BASED EPOXY

PRO-INDUSTRIAL PRE-CAT WATER BASED EPOXY

PRO-INDUSTRIAL PRE-CAT WATER BASED EPOXY

DIVINE WHITE SW 6105 .

SW 6423 ACCENT COLOR

KILIM BEIGE

LVT LVT-1 PATCRAFT TREELINE, 20 MIL (1707v) TBD - 7" x 48" PLANK

PL-2 WILSONART HPL WHITE SAND D403-60 TECH AREA ISLAND TOPS

PL-3 WILSONART HPL WILD CHERRY 7054-60 TECH AREA ISLAND CABINETS

210 E. MAIN STREET; P.O. BOX 487

NILES, MICHIGAN 49120

P: 269.663.5073

THE INFORMATION ON THIS SHEET IS

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CARMI design group inc.

Copyright 2026 ©

PROJECT #

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RENOVATION

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PUBLIC SCHOOLS

BERRIEN SPRINGS, MICHIGAN

2025.017

FINISH PLAN &

SCHEDULE

A5.1

03-23-2026CD SET FOR BIDDING

ROOM FINISH SCHEDULE NOTES:

1. PAINT ALL EXISTING HM DOORS AND FRAMES FACING INTO TECH WORK ROOM 108 P-4 (DOES

NOT INCLUDE EXTERIOR DOUBLE DOORS J5). PAINT EXISTING STEEL COLUMNS P-4.

2. PAINT ALL SIDES OF WING WALL AT ENTRANCE P-2 (CURRENTLY TURQUOISE). PAINT OVER

EXISTING GREEN BAND WITH P-1.

3. PAINT OUTSIDE FACES OF CONFERENCE ROOM 101 (CURRENTLY RED) AND VESTIBULE

(CURRENTLY GREEN) P-4, SPALDING GRAY. DO NOT PAINT OAK BENCH, BACKER, OR WOOD

ON SOUTH WALL.

ROOM FINISH SCHEDULE

ROOM

NO. ROOM NAME FLOOR FINISH

WALL

BASE

WALLS CLG.

FINISH

DOOR

FRAMES NOTES NORTH EAST SOUTH WEST

101 CONFERENCE ROOM CPT-1 WB-1 P-1 P-1 P-1 P-1 EXIST. EXIST.

102 OFFICES & WORK AREA CPT-1 WB-1 P-1 P-1 P-1 P-3 G-1, ACP-1 P-4

103 WORKSTATIONS CPT-1 WB-1 - P-1 P-1 P-1 EXIST. -

104 OFFICE CPT-1 WB-1 P-1 P-1 P-1 P-3 G-1, ACP-1 P-4

105 TECH DIRECTOR CPT-1 WB-1 P-1 P-1 P-1 P-3 G-1, ACP-1 P-4

106 BREAK ROOM LVT-1 WB-1 P-1 P-1 - P-1 EXIST. -

107 EXISTING VESTIBULE EXIST. TO REMAIN - - - - - - -

108 TECH WORK RM. TBD WB-1 P-1 P-1 P-1, P-4 P-1 EXIST. P-4 1, 3

109 NEW OFFICES CPT-1 WB-1 P-3 P-3 P-3 P-4 G-1, ACP-1 -

111 WOMENS TOILET EXIST. TO REMAIN WB-1 P-1, P-2 P-1 P-1 P-1 EXIST. P-4 2

113 MEN'S TOILET EXIST. TO REMAIN WB-1 P-1, P-2 P-1 P-1 P-1 EXIST. - 2

114 EXISTING HALLWAY EXIST. TO REMAIN WB-1 P-1 P-1 P-1 P-1 EXIST. P-4

1/8" = 1'-0"1

FINISH PLAN

N

KEYNOTES

9.9 PAINT UNDERSIDE AND ALL VERTICAL FACES OF DRYWALL BULKHEAD P-4

9.12 PAINT STEEL COLUMN P-4

24" x 24" LAY-IN CEILING SYSTEM; REFER

TO FINISH LEGEND ON SHEET A5.1

EXISTING STRUCTURE

NEW GYP. BD. BULKHEAD

NEW 24" x 48" LED LAY-IN FIXTURE

NEW 24" x 24" LED LAY-IN FIXTURE

NEW 6' SUSPENDED LED FIXTURE

EXISTING SUSPENDED FIXTURE TO

REMAIN

EXISTING RECESSED CAN LIGHT TO

REMAIN

NEW SUPPLY CEILING DIFFUSER (REFER

TO MECH. DRAWINGS FOR SIZE)

RETURN GRILLE (REFER TO MECH.

DRAWINGS FOR SIZE)

RCP LEGEND

NEW OPENING

6' - 0"

NEW OPENING

6' - 0"

8' - 8"

8' - 9" 8' - 9"

8' - 9"

8' - 9"

8' - 9" 8' - 9"

9' - 0"

9' - 0"

9' - 0"

10' - 0"

8' - 6"

8' - 6"

14' - 8"

10' - 0"

8' - 9"

A3.0

8' - 8"

9.13

9.11

EXISTING SUSPENDED

FIXTURES TO REMAIN

TECH WORK RM.

OFFICES &

WORK AREA

WORKSTATIONS

BREAK ROOM

OFFICE

TECH DIRECTOR

CONFERENCE

ROOM

NEW OFFICES

GENERAL NOTES

A. CONTRACTOR SHALL FOLLOW CEILING GRID PATTERN ESTABLISHED ON THE

REFLECTED CEILING PLAN. ANY VARIATIONS SHALL BE APPROVED BY THE

ARCHITECT.

B. MOUNT SPEAKERS AND SUPPLY AIR DIFFUSERS IN THE CENTER OF WHOLE

CEILING PANELS.

C. WIRE CEILING FROM STRUCTURE ABOVE AND WIRE FOR ADDITIONAL LOAD AT

LIGHTS AND CEILING DIFFUSERS.

D. ADHERE A RIGID PANEL BACKER TO PANELS AT LOCATIONS WHICH INDICATE

SPEAKERS, DIFFUSERS, LIGHTS, SMOKE DETECTORS, EXIT LIGHTS AND FIRE

PROTECTION SPRINKLERS.

E. PROVIDE 2'-0" CEILING GRID CROSS TEE AT EACH RETURN GRILLE.

F. DUCTWORK LAYOUT WITHIN STRUCTURE TO BE COORDINATED W/ LIGHTING

LAYOUT PRIOR TO ANY PLACEMENT OF OTHER SYSTEMS. REVIEW W/

ARCHITECT PRIOR TO FABRICATION OR INSTALLATION.

G. MECHANICAL CONTRACTOR SHALL COORDINATE THE LOCATION OF ANY

OPENING IN ROOF WITH ROOF CONTRACTOR.

H. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE LEGEND, EM

LIGHTING LOCATIONS, ETC...

I. REFER TO MECHANICAL DRAWINGS FOR LOUVER/GRILLE LOCATIONS, ETC...

AREA

OF WORK

A

B

210 E. MAIN STREET; P.O. BOX 487

NILES, MICHIGAN 49120

P: 269.663.5073

THE INFORMATION ON THIS SHEET IS

THE PROPERTY OF CARMI design group inc. AND MAY NOT BE REPRODUCED

WITHOUT WRITTEN CONSENT FROM

CARMI design group inc.

Copyright 2026 ©

PROJECT #

DRAWN BY

ISSUEDNO. DATE

CHECKED BY

CDG TCL

a r c h i t e c t u r e + d e s i g n

C U s e rs

\c a rm i\ O n e D ri v e

\D o c u m e n ts \B

S P

S C e n tr a l O ff ic e

C e n tr a l_

-0 m a te ja C

F R

K

.r v t

/2

/2

:0

:1

A

M

CENTRAL OFFICE

TECHNOLOGY

RENOVATION

BERRIEN SPRINGS

PUBLIC SCHOOLS

BERRIEN SPRINGS, MICHIGAN

2025.017

REFLECTED

CEILING PLAN AND

DETAILS

A6.0

03-23-2026CD SET FOR BIDDING

N

1/8" = 1'-0"1

REFLECTED CEILING PLAN

N

N.T.S.

KEY PLAN

KEYNOTES

9.11 EXISTING CEILING BULKHEAD; REFER TO REFLECTED CEILING PLANS

9.13 NEW CEILING BULKHEAD

B

A

C

EX CW

EX HW

EX HWR

EX CW, HW, AND HWR

PIPE TO REMAIN - TYP

REMOVE EX

SINK - TYP

REMOVE EX

EMERGENCY

SHOWER/EYEWASH

MATCH

LINE

AREA

OF WORK

MATCH

LINE

B

A

Copyright © 2026 Millies Engineering Group www.milliesengineeringgroup.com

MILLIES

(219) 924-8400

ENGINEERING GROUP

210 E. MAIN STREET; P.O. BOX 487

NILES, MICHIGAN 49120

P: 269.663.5073

THE INFORMATION ON THIS SHEET IS

THE PROPERTY OF CARMI design group inc. AND MAY NOT BE REPRODUCED

WITHOUT WRITTEN CONSENT FROM

CARMI design group inc.

Copyright 2026 ©

PROJECT #

DRAWN BY

ISSUEDNO. DATE

CHECKED BY

WAH

a r c h i t e c t u r e + d e s i g n

A u to d e s k D o c s /2

B S

P S

C e n tr a l O ff ic e R e n o v a ti o n

/M E

G B

S P

S C e n tr a l O ff ic e

M E

P -R

.r v t

/1

/2

:4 :1

A

M

CENTRAL OFFICE

TECHNOLOGY

RENOVATION

BERRIEN SPRINGS

PUBLIC SCHOOLS

BERRIEN SPRINGS, MICHIGAN

2022.014

DEMOLITION PLAN

- PLUMBING (AREA

A)

PD1.1

03-19-2026CD SET FOR BIDDING

AD

1/4" = 1'-0"1

DEMOLITION PLAN - PLUMBING (AREA A)

N

SHEET NOTES

1. REMOVE EXISTING SINK AND ASSOCIATED FAUCET, CHEMICAL SEPARATOR,

COLD WATER, HOT WATER, SANITARY AND VENT PIPING COMPLETE AS

REQUIRED. CAP EXISTING BACK AT MAIN.

2. REMOVE EXISTING EMERGENCY SHOWER/EYEWASH AND MIXING VALVE AND

ALL ASSOCIATED HOT/COLD WATER, SANITARY AND VENT PIPING COMPLETE

AS REQUIRED. CAP EXISTING BACK AT MAIN.

3. REMOVE CHEMICAL SEPARATOR FROM SINK AND RE-PLUMB WITH 2" SANITARY

TRAP.

N

REMOVE EX LAV

REMOVE EX WC

REMOVE EWC

MATCH

LINE

AREA

OF WORK

MATCH

LINE

B

A

Copyright © 2026 Millies Engineering Group www.milliesengineeringgroup.com

MILLIES

(219) 924-8400

ENGINEERING GROUP

210 E. MAIN STREET; P.O. BOX 487

NILES, MICHIGAN 49120

P: 269.663.5073

THE INFORMATION ON THIS SHEET IS

THE PROPERTY OF CARMI design group inc. AND MAY NOT BE REPRODUCED

WITHOUT WRITTEN CONSENT FROM

CARMI design group inc.

Copyright 2026 ©

PROJECT #

DRAWN BY

ISSUEDNO. DATE

CHECKED BY

WAH

a r c h i t e c t u r e + d e s i g n

A u to d e s k D o c s /2

B S

P S

C e n tr a l O ff ic e R e n o v a ti o n

/M E

G B

S P

S C e n tr a l O ff ic e

M E

P -R

.r v t

/1

/2

:4 :1

A

M

CENTRAL OFFICE

TECHNOLOGY

RENOVATION

BERRIEN SPRINGS

PUBLIC SCHOOLS

BERRIEN SPRINGS, MICHIGAN

2022.014

DEMOLITION PLAN

- PLUMBING (AREA

B)

PD1.2

03-19-2026CD SET FOR BIDDING

AD

1/4" = 1'-0"1

DEMOLITION PLAN - PLUMBING (AREA B)

N

SHEET NOTES

1. REMOVE EXISTING LAVATORY AND FAUCET AND ALL ASSOCIATED HOT/COLD

WATER, SANITARY AND VENT PIPING COMPLETE AS REQUIRED. CAP EXISTING

PIPING BACK AT MAIN.

2. REMOVE EXISTING WATER CLOSET AN FLUSH VALVE AND ALL ASSOCIATED

COLD WATER, SANITARY AND VENT PIPING COMPLETE AS REQUIRED. CAP

EXISTING PIPING BACK AT MAIN.

3. REMOVE EXISTING ELECTRIC WATER COOLER AND ALL ASSOCIATED COLD

WATER, SANITARY AND VENT PIPING COMPLETE AS REQUIRED. CAP EXISTING

PIPING BACK AT MAIN.

N

7. BELOW GROUND SANITARY DRAINS AND VENT PIPING,

UPSTREAM OF BOILER AND DISHWASHER DISCHARGE, INSIDE OF

BUILDING SHALL BE SERVICE WEIGHT HUB AND SPIGOT CAST

IRON SOIL PIPING AND FITTINGS (ASTM A74-1987) OR SCHEDULE

40 PVC PIPING AND FITTINGS (ASTM D2665-1988). SANITARY

PIPING DOWNSTREAM OF BOILER AND DISHWASHER DISCHARGE

SHALL BE CAST IRON HUB AND SPIGOT PIPING AND FITTINGS AS

LISTED ABOVE OR CPVC PIPING RATED FOR 200 DEGREE F

WATER TEMPERATURE.

8. ABOVE GROUND SANITARY DRAINS AND VENT PIPES, UPSTREAM

OF BOILER AND DISHWASHER DISCHARGE, SHALL BE CAST IRON

HUB AND SPIGOT PIPING AND FITTINGS (ASTM A74-1987) OR CAST

IRON HUBLESS PIPING AND FITTINGS (CISPI 301-1990) OR

SCHEDULE 40 DWV POLYVINYL CHLORIDE (PVC) PIPING AND

FITTINGS (ASTM D2665-1998). SANITARY PIPING DOWNSTREAM

OF BOILER AND DISHWASHER DISCHARGE SHALL BE CAST IRON

HUB AND SPIGOT PIPING AND FITTINGS AS LISTED ABOVE OR

CPVC PIPING RATED FOR 200 DEGREE F WATER TEMPERATURE.

9. PVC PVC PIPING INSTALLED IN PLENUM CEILING SPACES IS TO

BE COVERED WITH MATERIAL THAT HAS A COMPOSITE FLAME-

SPREAD RATING OF NOT OVER 25 AND A SMOKE-DEVELOPMENT

RATING OF NOT OVER 50 IN ACCORDANCE WITH INTERIM

FEDERAL STANDARD NO. 00136A (COMM.-NSB) INCLUDING

COVERINGS, MASTICS, AND ADHESIVES.

10. MAKE JOINTS IN HORIZONTAL SUSPENDED CAST IRON HUB AND

SPIGOT PIPE WITH PUSH FIT RUBBER GASKETS. MAKE JOINTS IN

BELOW GROUND CAST IRON HUB AND SPIGOT PIPE WITH PUSH

FIT RUBBER GASKETS. MAKE JOINTS IN HUBLESS CAST IRON

PIPING WITH NEOPRENE GASKET WITH STAINLESS STEEL BANDS

APPROVED FOR THE SERVICE.

11. PVC PIPE JOINTS SHALL BE ASSEMBLED WITH A SOLVENT

CEMENT APPROVED BY THE PIPE MANUFACTURER. PIPE SHALL

BE CUT SQUARE AND EDGES SHALL BE REAMED AND CLEANED

PRIOR TO JOINING PIPE. APPLY SOLVENT CEMENT EVENLY

AROUND THE ENTIRE OUTSIDE DIAMETER OF PIPE AND THE

INSIDE DIAMETER OF SOCKET. INSERT PIPE TO THE FULL

SOCKET DEPTH OF FITTINGS AND ROTATE PIPE OR FITTING 1/4

TURN TO ENSURE COMPLETE AND EVEN DISTRIBUTION OF THE

SOLVENT CEMENT. THE COMPLETE INSTALLATION SHALL BE AS

RECOMMENDED BY THE MANUFACTURER.

12. DOMESTIC HOT, COLD AND HOT WATER RECIRC PIPING SHALL

BE TYPE "L" COPPER WITH WROUGHT COPPER FITTINGS

SUITABLE FOR SOLDERED JOINTS. SOLDERED JOINT

CONNECTION SHALL BE MADE WITH 95/5 SOLDER.

13. PROVIDE DIELECTRIC FITTINGS BETWEEN DISSIMILAR PIPING

MATERIALS.

14. PIPE HANGERS TO BE EQUAL TO CRANE 239F CLEVIS TYPE OR

CRANE 101G C.I. RING, ADJUSTABLE SWIVEL HANGERS. ALL

SUPPORTS AND HANGERS SHALL BE SO CONSTRUCTED AND

ADJUSTED AS TO ALLOW FOR PROPER PITCH AND EXPANSION

OF PIPES. ALL INSULATED PIPING RESTING ON PIPE SUPPORT

AND ALL WATER PIPING SHALL BE PROVIDED WITH NO. 18 GAUGE

GALVANIZED STEEL HINGED REMOVABLE PIPE COVERING

PROTECTION SLEEVES WITH A NO. 12 GAUGE REINFORCING

PLATE ON THE BOTTOM EQUAL TO THOSE MANUFACTURED BY

STEMBRIDGE MANUFACTURING COMPANY. HANGERS AT POINTS

OF SUPPORT FOR SUCH PIPING SHALL BE OF AMPLE SIZE TO

ENCLOSE THE PIPE COVERING WITHOUT NOTCHING.

15. PIPING INSULATION FOR DOMESTIC HOT, COLD AND HOT WATER

RECIRC PIPING AND OVERHEAD STORM PIPING SHALL BE 1"

THICK JOHNS-MANVILLE MICRO-LOK HP FIBERGLASS PIPE

INSULATION WITH VAPOR BARRIER JACKET.

16. FIXTURES AND EQUIPMENT TO BE MANUFACTURED BY AND

EQUIVALENT TO AS SCHEDULED ON THE DRAWINGS. FIXTURES

SHALL BE COMPLETE WITH ALL ACCESSORIES, SUPPLIES,

FRAMES, WALL HANGERS, ETC. AND SHALL BE NEW AND FREE

FROM FLAWS DEFECTS OR BLEMISHES. ALL FINISHED

SURFACES SHALL BE CLEAR, SMOOTH AND BRIGHT AND

GUARANTEED NOT TO CRAZE, DISCOLOR OR SCALE. ALL

VISIBLE PARTS OF THE TRIMMING OF ALL FIXTURES, INCLUDING

FAUCETS, ESCUTCHEONS, WASTES, STRAINERS, TRAPS,

SUPPLIES, STOPS, ETC., SHALL BE HEAVILY CHROME PLATED.

17. PROVIDE ALL EXCAVATING AND BACKFILLING REQUIRED FOR

THE INSTALLATION OF UNDERGROUND PIPING AND EQUIPMENT

IN THIS CONTRACT. BACKFILLING MATERIALS FOR ALL AREAS

WHERE FLOOR SLABS WILL REST ON EARTH SHALL CONSIST OF

LAKE SAND.

18. PIPE BEDDING: BEDDING, OTHER THAN CONCRETE

EMBEDMENT, SHALL CONSIST OF GRAVEL, CRUSHED GRAVEL,

PEA GRAVEL, CRUSHED STONE OR CRUSHED SLAG, 1/4" TO 3/4"

IN SIZE. AS A MINIMUM, THE MATERIAL SHALL CONFORM TO THE

REQUIREMENTS OF ARTICLE #704 OF THE "STANDARD

SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" OR

ASTM C-33. THE GRADATION SHALL CONFORM TO GRADATION

CA7, CA8, CA11 OR CA13 OF THE ILLINOIS STANDARD

SPECIFICATIONS OR THE ASTM GRADATION NO. 67. THE PIPE

SHALL BE LAID SO THAT IT WILL BE UNIFORMLY SUPPORTED

AND THE ENTIRE LENGTH OF THE PIPE BARREL WILL HAVE FULL

BEARING. NO BLOCKING OF ANY KIND SHALL BE USED TO

ADJUST THE PIPE TO GRADE EXCEPT WHEN USED WITH

EMBEDMENT CONCRETE. BEDDING SHALL BE OF A MINIMUM

THICKNESS EQUAL TO 1/4TH OF THE OUTSIDE DIAMETER OF

THE PIPE, BUT SHALL NOT BE LESS THAN 4".

19. WHERE EXCAVATION IS CARRIED THROUGH EXISTING FLOOR

SLAB, THEY SHALL BE REPLACED BY THIS CONTRACTOR TO

THEIR ORIGINAL CONDITION.

20. INSTALL ALL DRAIN AND SOIL PIPING AND ECCENTRIC FITTINGS

OF DIMENSIONS AND IN LOCATION SHOWN ON THE DRAWINGS.

HORIZONTAL PIPING 4" AND OVER SHALL BE PITCHED ON AN

EVEN GRADE OF NOT LESS THAN 1/8" PER FOOT RUN. SMALLER

PIPING SHALL HAVE GREATER PITCH. TURNS SHALL BE MADE

WITH LONG RADIUS BENDS OF 1/8 BENDS AND FITTINGS AND 45°

ELBOWS.

21. CAP ALL NEW AND EXISTING DRAIN OPENINGS AND SANITARY

LINES DURING CONSTRUCTION TO PREVENT BLOCKAGE.

22. REFER TO ARCHITECTURAL INTERIOR ELEVATIONS FOR FINAL

MOUNTING HEIGHTS OF ALL PLUMBING FIXTURES ON THIS

PROJECT.

23. MAKE ALL ROUGH-IN AND FINAL CONNECTIONS TO ALL SINKS

AND FAUCETS SUPPLIED BY OWNER. THIS CONTRACTOR SHALL

SET EQUIPMENT AND FURNISH AND INSTALL ALL NECESSARY

FITTINGS, TRAPS, STOPS, ETC., AS REQUIRED.

24. VENT PLUMBING FIXTURES IN ACCORDANCE WITH THE

REQUIREMENTS OF THE LOCAL PLUMBING CODE. COORDINATE

VENT THROUGH ROOF LOCATIONS WITH OUTDOOR AIR INTAKE

LOCATIONS TO MAINTAIN A MINIMUM SEPARATION OF TEN FEET.

25. WATER PIPING TO PLUMBING FIXTURES SHALL HAVE WATER

HAMMER ARRESTORS AND VACUUM BREAKER AS PER LOCAL

PLUMBING CODE.

26. SUPPLY AND INSTALL SHUT-OFF VALVES ON ALL MAIN

BRANCHES, AT ALL EQUIPMENT, TANKS, PUMPS, FIXTURES AND

ELSEWHERE AS SHOWN OR AS REQUIRED. ALL VALVES SHALL

HAVE MINIMUM 125 PSI PRESSURE RATING AND SHALL BE AS

SHOWN OR AS REQUIRED TO SUIT JOB CONDITIONS.

27. ALL ISOLATION VALVES SHALL BE INSTALLED OVER ACCESSIBLE

CEILINGS. WHEN ISOLATION VALVES ARE INSTALLED OVER

INACCESSIBLE CEILING AREAS, IT SHALL BE THE

RESPONSIBILITY OF THIS CONTRACTOR TO FURNISH AND

INSTALL 12" X 12" (MINIMUM) CEILING ACCESS DOORS. TYPE TO

BE VANDALPROOF, TAMPERPROOF ASSEMBLIES. INSTALLATION

TO BE COORDINATED WITH GENERAL CONTRACTOR ON THIS

PROJECT.

28. NO BULL HEADED TEES SHALL BE USED ON WATER PIPING.

29. STERILIZE AND TEST WATER AND PIPING SYSTEMS AS PER

LOCAL AND STATE REQUIREMENTS.

30. THE DISINFECTING AND FLUSHING PROCEDURE SHALL BE

REPEATED AS DIRECTED UNTIL A LABORATORY

BACTERIOLOGICAL EXAMINATION OF WATER SAMPLES

INDICATES THAT THE SYSTEM IS FREE FROM CONTAMINATION

AS APPROVED BY THE LOCAL WATER AUTHORITIES AND COPIES

OF THEIR REPORT SUBMITTED TO THE ARCHITECT.

31. PROVIDE CUTTING, CORE DRILLING AND PATCHING OF EXISTING

FLOOR, WALL AND ROOF CONSTRUCTIONS REQUIRED FOR THE

INSTALLATION OF NEW PIPING. SEAL PENETRATIONS THROUGH

FLOOR, WALL AND ROOF STRUCTURE WATERTIGHT AND WITH

AN APPROVED FIRE STOPPING MATERIAL, INCLUDING

APPROVED FIRE RATED SLEEVE.

32. SLEEVES FOR PIPING WHICH PASSES THROUGH FOUNDATION

WALLS BELOW GRADE OR FLOORS ON GRADE, UNLESS

OTHERWISE DETAILED, SHALL BE LINK-SEAL WALL

SLEEVES. LINK-SEAL WALL SLEEVES SHALL BE SIZED AND

INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.

1. FURNISH AND INSTALL ALL LABOR AND MATERIALS NECESSARY TO

PROVIDE A COMPLETE INSTALLATION OF ALL PLUMBING AND

SYSTEMS INDICATED AND AS MAY BE REQUIRED TO MAKE THE

WORK COMPLETE FOR THE PURPOSE INTENDED. LAYOUTS

SHOWN ARE DIAGRAMMATIC – INSTALL FIXTURES, PIPING AND

EQUIPMENT TO MEET ACTUAL FIELD CONDITIONS.

2. BIDDING REQUIREMENTS: VISIT SITE PRIOR TO BIDDING TO BECOME

FULLY ACQUAINTED WITH ALL FIELD CONDITIONS AND TO

DETERMINE FULL EXTENT OF WORK REQUIRED. COORDINATE NEW

INSTALLATIONS WITH EXISTING SYSTEMS. ANY ITEMS NOT

SPECIFICALLY INDICATED ON DRAWINGS THAT ARE IN CONFLICT

WITH CONTRACT WORK SHALL BE BROUGHT TO THE ATTENTION OF

THE ENGINEER PRIOR TO BID FOR A DECISION. BIDDERS SHALL

ACQUAINT THEMSELVES WITH THE WORKING CONDITIONS AND

REQUIREMENTS OF THE ENTIRE PROJECT, AS ANY CONTRACT FOR

THIS WORK WILL BE BASED UPON FURNISHING ALL LABOR AND

MATERIALS REQUIRED TO ENTIRELY COMPLETE WORK READY FOR

USE.

3. CODES: ALL WORK SHALL COMPLY WITH LOCAL, MUNICIPAL, STATE

PLUMBING CODES. ALL MATERIALS SHALL BE IN COMPLIANCE WITH

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) STANDARDS.

4. OBTAIN AND PAY FOR ALL LICENSES, PERMITS AND INSPECTIONS

FOR ALL WORK REQUIRED. ALL CERTIFICATES OF INSPECTION

SHALL BE DELIVERED TO THE OWNER.

5. SHOP DRAWINGS TO BE SUBMITTED (SIX COPIES) FOR ALL

EQUIPMENT, FIXTURES AND PIPING LAYOUTS WITHIN 14 DAYS OF

CONTRACT AWARDING FOR REVIEW. ANY MINOR CHANGES IN

LOCATION OF EQUIPMENT, PIPING OR FIXTURES FROM THOSE

SHOWN ON THE DRAWINGS SHALL BE MADE WITHOUT CHARGE.

6. WARRANTY ANY DEFECTS TO ALL EQUIPMENT, MATERIALS AND

LABOR FOR A PERIOD OF ONE (1) YEAR AFTER FINAL ACCEPTANCE

OF THE BUILDING BY THE ARCHITECT AND ENGINEER. DEFECTIVE

EQUIPMENT AND MATERIALS SHALL BE REPAIRED OR REPLACED AT

NO COST TO THE OWNER. GUARANTEE THAT ALL WORKMANSHIP IS

OF HIGH QUALITY AND THAT ALL EQUIPMENT FURNISHED UNDER

THIS CONTRACT FULFILLS THE REQUIREMENTS OF THE

SPECIFICATIONS.

33. ALL EXISTING PLUMBING FIXTURES, ASSOCIATED PIPING, ETC.,

SHALL BE REMOVED AS NOTED ON PLUMBING DEMOLITION

DRAWINGS AND AS REQUIRED TO MEET NEW SCOPE OF WORK.

ALL EXISTING PLUMBING EQUIPMENT SHALL REMAIN PROPERTY

OF THE OWNER AND SHALL BE PROPERLY STORED ON SITE, OR

DESIGNATED TO BE ABANDONED AND REMOVED FROM SITE AS

DIRECTED BY OWNER. SANITARY, VENT, HOT AND COLD WATER

PIPING TO BE TERMINATED PROPERLY BACK TO MAIN. NO

PIPING, SUPPORTS, HANGERS, FIXTURES OR EQUIPMENT IS TO

BE LEFT ABANDONED. VERIFY LOCATION AND ROUTING OF

EXISTING PIPING IN FIELD. PATCH ALL FLOOR, WALL, CEILING

AND ROOF OPENINGS RESULTING FROM PIPING REMOVAL -

FINISH TO MATCH EXISTING.

34. VISIT SITE PRIOR TO BID AND VERIFY ALL EXISTING PLUMBING

SYSTEMS TO VERIFY QUANTITIES AND LOCATIONS OF EXISTING

SYSTEMS TO DETERMINE EXTENT OF NEW AND DEMOLITION

WORK. CONTRACTOR SHALL VERIFY ALL EXISTING SANITARY

PIPING SYSTEMS AS TO ROUTING, SIZE AND INVERT ELEVATION

PRIOR TO ANY INSTALLATION OF NEW AND REMOVAL OF ANY

EXISTING.

35. ALL CUTTING, TRENCHING AND PATCHING OF EXISTING FLOOR

SLAB REQUIRED FOR THE INSTALLATION OF ALL NEW

UNDERGROUND PIPING SHALL BE DONE BY THIS CONTRACTOR.

36. CUT OR CHANNEL INTO EXISTING WALL CONSTRUCTIONS AS

REQUIRED FOR INSTALLATION OF NEW PIPING WITHIN EXISTING

WALLS. PATCH WALL SURFACES AND FINISH AS REQUIRED TO

MATCH EXISTING CONDITIONS.

37. COORDINATE NEW INSTALLATIONS WITH EXISTING SYSTEMS.

ANY EXISTING CONDUIT, PIPING, DUCTWORK, EQUIPMENT, ETC.,

SHALL BE REWORKED AS REQUIRED TO AVOID ALL CONFLICTS

WITH THE INSTALLATION OF THE NEW MECHANICAL SYSTEMS.

NO EXTRAS WILL BE ALLOWED AFTER BIDDING FOR ANY

REWORK OF EXISTING FIELD CONDITIONS TO RESOLVE ANY

CONFLICTS OR NOT FULLY UNDERSTANDING THE SCOPE OF

THE WORK REQUIRED.

38. ALL CUTTING, CORE DRILLING AND PATCHING OF EXISTING

FLOOR, WALL AND ROOF CONSTRUCTIONS REQUIRED FOR THE

INSTALLATION OF NEW PIPING SHALL BE DONE BY THIS

CONTRACTOR. SEAL PENETRATIONS THROUGH FLOOR, WALL

AND ROOF STRUCTURE WATERTIGHT AND WITH AN APPROVED

FIRE STOPPING MATERIAL, INCLUDING APPROVED FIRE RATED

SLEEVE.

39. REMOVE ALL EXISTING CEILINGS REQUIRED FOR INSTALLATION

OF NEW WORK. CONTRACTOR IS TO REINSTALL CEILING UPON

COMPLETION OF WORK - REPLACE ALL DAMAGED CEILING

MATERIALS TO MATCH EXISTING.

40. GYPSUM BOARD CEILINGS: PROVIDE CONCEALED CONTROL

JOINT AT EDGES ABUTTING EXISTING GYPSUM BOARD

CEILINGS. TAPE IN NEW AREAS TO EXISTING FLUSH - PROVIDE

TEXTURE TO MATCH EXISTING.

41. ALL WORK ON THE ROOF SHALL BE PERFORMED IN STRICT

ACCORDANCE WITH THE EXISTING ROOFING MANUFACTURERS

RECOMMENDATIONS. ROOF WORK SHALL BE PERFORMED BY

CERTIFIED INSTALLERS AS TO MAINTAIN THE EXISTING ROOF

WARRANTY. ANY CORRECTIVE MEASURES SHALL BE

PERFORMED BY CERTIFIED INSTALLERS AS TO MAINTAIN THE

EXISTING ROOF WARRANTY.

PLUMBING SPECIFICATIONS

Copyright © 2026 Millies Engineering Group www.milliesengineeringgroup.com

MILLIES

(219) 924-8400

ENGINEERING GROUP

210 E. MAIN STREET; P.O. BOX 487

NILES, MICHIGAN 49120

P: 269.663.5073

THE INFORMATION ON THIS SHEET IS

THE PROPERTY OF CARMI design group inc. AND MAY NOT BE REPRODUCED

WITHOUT WRITTEN CONSENT FROM

CARMI design group inc.

Copyright 2026 ©

PROJECT #

DRAWN BY

ISSUEDNO. DATE

CHECKED BY

WAH

a r c h i t e c t u r e + d e s i g n

A u to d e s k D o c s /2

B S

P S

C e n tr a l O ff ic e R e n o v a ti o n

/M E

G B

S P

S C e n tr a l O ff ic e

M E

P -R

.r v t

/1

/2

:4 :1

A

M

CENTRAL OFFICE

TECHNOLOGY

RENOVATION

BERRIEN SPRINGS

PUBLIC SCHOOLS

BERRIEN SPRINGS, MICHIGAN

2022.014

PLUMBING

SPECIFICATIONS

P2.2

03-19-2026CD SET FOR BIDDING

AD

B

A

C

REMOVE EX S/A

GRILLE - TYP

EX R/A DUCT TO

REMAIN - TYP

REMOVE EX R/A

GRILLE - TYP

EX 18"ø S/A

EX 16"ø S/A

EX 14"ø S/A

EX 12"ø S/A

EX 20"ø R/A

REMOVE EX

EXH FAN

REMOVE EX GAS

PIPE UP - TYP

REMOVE EX GAS

PIPE MAIN

REMOVE EX

GAS PIPE UP

REMOVE EX

GAS PIPE UP

REMOVE EX

GAS PIPE UP

EX GEF

EX EXH DUCT UP

EX S/A DIFFUSER TO

REMAIN

EX R/A GRILLE

TO REMAIN

EX THERMOSTAT,

DEMO AND RELOCATE

MATCH

LINE

AREA

OF WORK

MATCH

LINE

B

A

Copyright © 2026 Millies Engineering Group www.milliesengineeringgroup.com

MILLIES

(219) 924-8400

ENGINEERING GROUP

210 E. MAIN STREET; P.O. BOX 487

NILES, MICHIGAN 49120

P: 269.663.5073

THE INFORMATION ON THIS SHEET IS

THE PROPERTY OF CARMI design group inc. AND MAY NOT BE REPRODUCED

WITHOUT WRITTEN CONSENT FROM

CARMI design group inc.

Copyright 2026 ©

PROJECT #

DRAWN BY

ISSUEDNO. DATE

CHECKED BY

WAH

a r c h i t e c t u r e + d e s i g n

A u to d e s k D o c s /2

B S

P S

C e n tr a l O ff ic e R e n o v a ti o n

/M E

G B

S P

S C e n tr a l O ff ic e

M E

P -R

.r v t

/1

/2

:0

:0

A

M

CENTRAL OFFICE

TECHNOLOGY

RENOVATION

BERRIEN SPRINGS

PUBLIC SCHOOLS

BERRIEN SPRINGS, MICHIGAN

2022.014

DEMOLITION PLAN

- MECHANICAL

(AREA A)

MD1.1

03-19-2026CD SET FOR BIDDING

AD

1/4" = 1'-0"1

DEMOLITION PLAN - MECHANICAL (AREA A)

N

SHEET NOTES

1. REMOVE EXISTING SUPPLY AIR REGISTER AND SEAL DUCTWORK COMPLETE

AS REQUIRED.

2. REMOVE EXISTING RETURN AIR GRILLE AND SEAL DUCTWORK COMPLETE AS

REQUIRED.

3. REMOVE EXISTING EXHAUST FAN AND ASSOCIATED GRILLE, EXHAUST

DUCTWORK, ROOF MOUNTED RELIEF HOOD, CONTROLS, ELECTRICAL

CONNECTIONS, ETC. COMPLETE AS REQUIRED. EXISTING ROOF CURB TO

REMAIN ABANDONED - PROVIDE NEW INSULATED (MIN R-30 INS.) GALVANIZED

SHEET METAL CURB CAP AND SEAL WEATHERTIGHT.

N

EX 12"/18"

S/A

EX 10"/12"

S/A

EX 8"/12"

S/A

EX 8"/12"

S/A

EX 12"/20"

R/A

EX 10"/12"

S/A

EX 8"ø S/A

EX 6"ø S/A

EX 12"/20"

S/A

EX 6"ø S/A

EX 8"/10"

S/A

EX 8"/10"

S/A

EX S/A DUCTWORK

AND DIFFUSERS TO

REMAIN - TYP

EX S/A DUCTWORK

AND DIFFUSERS TO

REMAIN - TYP

EX S/A DUCT TO

REMAIN - TYP

EX S/A DIFFUSER

TO REMAIN

EX S/A DUCT TO

REMAIN - TYP

EX R/A DUCT

TO REMAIN -

TYP

EX R/A DIFFUSER TO

REMAIN - TYP

EX R/A

DIFFUSER TO

REMAIN

EX 20"ø R/A

EX 20"ø R/A

E X

"ø

R /A

E X

"ø

S /A

EX 20"ø S/A EX R/A DUCT TO

REMAIN - TYP

EX S/A DUCT TO

REMAIN - TYP

REMOVE EX ROOF

MTD EXH FAN

SEE SHEET MD1.1 FOR

CONTINUATION OF WORK

SEE SHEET MD1.1 FOR

CONTINUATION OF WORK

REMOVE EX…