Drawings.pdf

PROJECT LOCATION

(D) HS COUNSELING

(B) ROBOTICS &

ENGINEERING

(C) GREENHOUSE TO

STORAGE

DATE: ARCHITECT:

C A

R M

I D E

S

IG

N G

R O

U P

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

NILES, MICHIGAN 49120

P: 269.663.5073

OWNER: PROJECT LOCATION: DRAWING INDEX: AREA MAP:

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2-27-2025

BERRIEN SPRINGS PUBLIC SCHOOLS

HIGH SCHOOL MISC. PROJECTS

-2

-2

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IN

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P U

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O L S

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CD SET FOR BIDDING

BERRIEN SPRINGS, MICHIGAN

BERRIEN SPRINGS PUBLIC SCHOOLS

ONE SYLVESTER AVENUE

BERRIEN SPRINGS, MICHIGAN 49103

201 SYLVESTER AVE,

BERRIEN SPRINGS, MICHIGAN 49103

CONSULTING ENGINEERS

MEP ENGINEERING

IGNYTE

38 COMMERCE AVE SW SUITE 450

GRAND RAPIDS, MI 49503

(269) 207-9247

SCOPE OF WORK:

THE FOUR HIGH SCHOOL IMPROVEMENT PROJECTS WITHIN THE MISC. PROJECTS

DRAWING SET CONSIST OF THE FOLLOWING:

A- HIGH SCHOOL DOORS AND FRAMES: 15 NEW DOORS AND FRAMES WHICH WILL

MEET BUILDING CODE RATINGS AND IMPROVE ADA REQUIREMENTS; 23 ADDITIONAL

OPENINGS WILL RECEIVE NEW HARDWARE SETS WHICH MEET ADA GRASP-ABILITY

REQUIREMENTS; PAINT TOUCH-UPS AT DISTURBED AREAS OF WORK.

B- ROBOTICS AND ENGINEERING ROOM POWER: THESE ROOMS RECEIVE ADDITIONAL

POWER OUTLETS AT PERIMETER OF ROOM AND HOSE REEL POWER HUNG FROM

CEILING.

C- GREENHOUSE TO STORAGE: AN UN-USED GREENHOUSE SPACE IS REPURPOSED

TO A STORAGE ROOM FOR THE SCIENCE ROOMS THAT ARE ADJACENT.

IMPROVEMENTS INCLUDE NEW METAL STUD FRAMING FOR WALLS AND ROOF, NEW

ROOFING; NEW INSULATION; NEW HVAC THRU-WALL UNIT; NEW CPT FLOORING.

D- THE HIGH SCHOOL COUNSELING CENTER IS RECONFIGURED TO ADD AN

ADDITIONAL OFFICE FOR A THIRD HIGH SCHOOL GUIDANCE COUNSELOR.

IMPROVEMENTS INCLUDE NEW MTL STUD FRAMING, DOOR AND FRAME, NEW LIGHTING,

REDISTRIBUTION OF HVAC DIFFUSERS: NEW CPT FLOORING.

SHEET NO. SHEET NAME

-- COVER

A0.0 OVERALL FLOOR PLAN

A0.1 LIFE SAFETY PLAN

A1.0-A A - DOORS AND FRAMES

A1.0-C C - GREENHOUSE TO STORAGE PLANS AND ELEVATIONS

A2.0-C C - GREENHOUSE TO STORAGE DETAILS

A1.0-D D - HS COUNSELING DEMOLITION PLANS

A2.0-D D - HS COUNSELING CONSTRUCTION PLANS

M1.0-C C - GREENHOUSE TO STORAGE MECHANICAL PLAN

M1.0-D D - COUNSELING MECHANICAL PLAN

E0.0 ELECTRICAL SYMBOLS AND GENERAL NOTES

E0.1 ELECTRICAL SPECIFICATIONS

E0.2 ELECTRICAL SPECIFICATIONS

E1.0-B B - ENGINEERING LAB ELECTRICAL PLAN

E1.0-C C - GREENHOUSE TO STORAGE ELECTRICAL PLAN

E1.0-D D - HS COUNSELING ELECTRICAL PLAN

E4.0 ELECTRICAL ONE-LINE DIAGRAM

N

N

NOTE:

DOOR HARDWARE INFORMATION (AREAS 'A' AND 'D') WILL BE PROVIDED AS

PART OF ADDENDUM #1

A1.0-C

A2.0-D

SEE MECH. AND ELEC.

SHEETS FOR AREA 'B'

A

A

A

C

D

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 2025 ©

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 a rm i-s e rv e r2

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HIGH SCHOOL MISC.

PROJECTS

BERRIEN SPRINGS

PUBLIC SCHOOLS

BERRIEN SPRINGS, MICHIGAN

2024.052

OVERALL FLOOR

PLAN

A0.0

2-27-2025CD SET FOR BIDDING

N1" = 20'-0"1

OVERALL FLOOR PLAN

N N.T.S.

KEY PLAN

CODE INFO

APPLICABLE CODES:

2015 MICHIGAN BUILDING CODE (IBC)

2015 MICHIGAN ENERGY CODE (IECC)

2015 MICHIGAN REHABILITATION CODE (IEBC)

2023 MICHIGAN ELECTRICAL CODE (NEC)

2015 INTERNATIONAL FUEL GAS CODE (IFGC)

2021 MICHIGAN MECHANICAL CODE (IMC)

2021 MICHIGAN PLUMBING CODE (IPC)

SCOPE OF PROJECT:

THE FOUR HIGH SCHOOL IMPROVEMENT PROJECTS WITHIN THE MISC. PROJECTS

DRAWING SET CONSIST OF THE FOLLOWING:

A- HIGH SCHOOL DOORS AND FRAMES: 15 NEW DOORS AND FRAMES WHICH WILL

MEET BUILDING CODE RATINGS AND IMPROVE ADA REQUIREMENTS; 23 ADDITIONAL

OPENINGS WILL RECEIVE NEW HARDWARE SETS WHICH MEET ADA GRASP-ABILITY

REQUIREMENTS; PAINT TOUCH-UPS AT DISTURBED AREAS OF WORK.

B- ROBOTICS AND ENGINEERING ROOM POWER: THESE ROOMS RECEIVE

ADDITIONAL POWER OUTLETS AT PERIMETER OF ROOM AND HOSE REEL POWER

HUNG FROM CEILING.

C- GREENHOUSE TO STORAGE: AN UN-USED GREENHOUSE SPACE IS

REPURPOSED TO A STORAGE ROOM FOR THE SCIENCE ROOMS THAT ARE

ADJACENT. IMPROVEMENTS INCLUDE NEW METAL STUD FRAMING FOR WALLS AND

ROOF, NEW ROOFING; NEW INSULATION; NEW HVAC THRU-WALL UNIT; NEW CPT

FLOORING.

D- THE HIGH SCHOOL COUNSELING CENTER IS RECONFIGURED TO ADD AN

ADDITIONAL OFFICE FOR A THIRD HIGH SCHOOL GUIDANCE COUNSELOR.

IMPROVEMENTS INCLUDE NEW MTL STUD FRAMING, DOOR AND FRAME, NEW

LIGHTING, REDISTRIBUTION OF HVAC DIFFUSERS: NEW CPT FLOORING.

OCCUPANCY CLASSIFICATION:

• EDUCATIONAL E

CONSTRUCTION TYPE: CONSTRUCTION TYPE IIB

BUILDING ELEMENTS - FIRE RESISTIVE REQUIREMENTS: BUILDING ELEMENTS

INCLUDING STRUCTURAL FRAME, WALLS, FLOOR, AND ROOF, ARE PERMITTED TO

BE OF COMBUSTIBLE, NON-RATED CONSTRUCTION. (TABLE 601, TABLE 602)

REQUIRED SEPARATION OF OCCUPANCIES: (TABLE 508.4) 2-HOUR SEPARATION

WALL (SEE LIFE SAFETY PLAN)

CORRIDORS:

CORRIDORS MUST BE A MINIMUM 44” IN CLEAR AND UNOBSTRUCTED WIDTH, A

MINIMUM OF 36” IS PERMITTED WHERE SERVING AN OCCUPANT LOAD OF LESS

THAN 50.

CORRIDORS TO BE 1-HR RATED CONSTRUCTION, BASED ON TABLE 1020.1

OCCUPANCY LOAD FACTOR:

EDUCATION: 80,675 SF

EXIT TRAVEL DISTANCE: 200’-0” WITHOUT SPRINKLER; BUILDING HAS NO FIRE

SUPPRESSION

NUMBER OF EXITS PROVIDED: 15

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

EQUAL TO 75'-0"

LEGEND

EXIT; REFER TO ELECTRICAL DRAWINGS FOR

EXIT SIGNS, DISCHARGE LIGHTING AND

EMERGENCY LIGHTING

TRAVEL DISTANCE, IN TWO DIRECTIONS

1-HR. FIRE-RATED CONSTRUCTION w/ 3/4-HR.

FIRE-RATED OPENINGS

2-HR. FIRE-RATED CONSTRUCTION w/ ---HR.

FIRE-RATED OPENINGS

ILLUMINATED EXIT SIGN WITH COMBINATION

BATTERY BACK-UP AND EMERGENCY LIGHT

PLUS EXTERIOR DISCHARGE LIGHTING

(REFER TO ELECTRICAL DRAWINGS)

1-

HR.

2-HR.

2-HR.

118' - 8"

153' - 0"

128' - 10"

44' - 1"

141' - 0"

125' - 11"

SEE MECH. AND ELEC.

SHEETS FOR AREA 'B'

AREA 'D'

AREA 'D'

AREA 'C'

1-HR.

2-

HR.

2-HR.

A

A

A

C

D

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 2025 ©

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 a rm i-s e rv e r2

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HIGH SCHOOL MISC.

PROJECTS

BERRIEN SPRINGS

PUBLIC SCHOOLS

BERRIEN SPRINGS, MICHIGAN

2024.052

LIFE SAFETY PLAN

A0.1

2-27-2025CD SET FOR BIDDING

N1" = 20'-0"1

LIFE SAFETY PLAN

N N.T.S.

KEY PLAN

ENGLISH

CIVICS

COMPUTER LAB

ENGLISH

COMP. LAB

ENGLISH

119 SPANISH

RESOURCE RM.

MATH

MATH

SOC. STUDY

ENGLISH

ALGEBRA

HEALTH RM.

MEDIA CENTER

MAIN ENTRANCE

B

A

ROOF

DRAIN

118A

120C

A

209B

209A

SOC. STUDY

MATH

MATH &

SCIENCE

SCIENCE

SCIENCE

SCIENCE

MATH

SPEC. ED.

SOC. STUDY

Room

Room

ROOM

ART ROOM

CONF. RM.

207A

201A

STORAGE

(UNIT 'C')

NL

S E

E S

C H

E D

SEE SCHED.

7" 6"

M A

X

I

2" SEE

SCHED.

2"

S E

E S

C H

E D

A

A

A

C

D

B

CONTRACTOR SHALL PROVIDE

6" TRADITIONAL COVE VINYL WALL BASE -

COLOR TO MATCH EXISTING; 650 LINEAR FEET

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 2025 ©

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 a rm i-s e rv e r2

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M

HIGH SCHOOL MISC.

PROJECTS

BERRIEN SPRINGS

PUBLIC SCHOOLS

BERRIEN SPRINGS, MICHIGAN

2024.052

A - DOORS AND

FRAMES

A1.0-A

2-27-2025CD SET FOR BIDDING

N1/16" = 1'-0"1

PARTIAL FLOOR PLAN

DOOR & FRAME SCHEDULE (NEW DOORS)

MARK TYPE

DOOR

GLAZING

DOOR

FINISH

FRAME

FIRE

RATING

HARDWARE

SET NO. NOTESWIDTH HGT THK

DOOR

MATL MATL. EL.

109 NL 3' - 0" 7' - 0" 1 3/4" WD 1/4" FG FACTORY FIN. HM I 20-MIN.

119 NL 3' - 0" 7' - 0" 1 3/4" WD 1/4" FG FACTORY FIN. HM I 20-MIN.

120A NL 3' - 0" 7' - 0" 1 3/4" WD 1/4" FG FACTORY FIN. HM I 20-MIN.

120B NL 3' - 0" 7' - 0" 1 3/4" WD 1/4" FG FACTORY FIN. HM I 20-MIN.

121 NL 3' - 0" 7' - 0" 1 3/4" WD 1/4" FG FACTORY FIN. HM I 20-MIN.

123 NL 3' - 0" 7' - 0" 1 3/4" WD 1/4" FG FACTORY FIN. HM I 20-MIN.

126 NL 3' - 0" 7' - 0" 1 3/4" WD 1/4" FG FACTORY FIN. HM I 20-MIN.

128 NL 3' - 0" 7' - 0" 1 3/4" WD 1/4" FG FACTORY FIN. HM I 20-MIN.

130 NL 3' - 0" 7' - 0" 1 3/4" WD 1/4" FG FACTORY FIN. HM I 20-MIN.

202 NL 3' - 0" 7' - 0" 1 3/4" WD 1/4" FG FACTORY FIN. HM I 20-MIN.

204 NL 3' - 0" 7' - 0" 1 3/4" WD 1/4" FG FACTORY FIN. HM I 20-MIN.

300 NL 3' - 0" 7' - 0" 1 3/4" WD 1/4" FG FACTORY FIN. HM I 20-MIN.

301 NL 3' - 0" 7' - 0" 1 3/4" WD 1/4" FG FACTORY FIN. HM I 20-MIN.

302 NL 3' - 0" 7' - 0" 1 3/4" WD 1/4" FG FACTORY FIN. HM I 20-MIN.

303 NL 3' - 0" 7' - 0" 1 3/4" WD 1/4" FG FACTORY FIN. HM I 20-MIN.

Grand total: 15

3/8" = 1'-0"

DOOR ELEVATION - A

3/8" = 1'-0"

FRAME ELEVATION - A

N N.T.S.

KEY PLAN

DOOR SCHEDULE (HARDWARE ONLY)

MARK

DOOR HARDWARE

SET NO. NOTESWIDTH HGT THK

111 3' - 0" 7' - 0" 1 3/4"

118 3' - 0" 7' - 0" 1 3/4"

118A 3' - 0" 7' - 0" 1 3/4"

120 6' - 0" 7' - 0" 1 3/4"

120C 3' - 0" 7' - 0" 1 3/4"

127 3' - 0" 7' - 0" 1 3/4"

129 3' - 0" 7' - 0" 1 3/4"

131 3' - 0" 7' - 0" 1 3/4"

132 3' - 0" 7' - 0" 1 3/4"

133A 3' - 0" 7' - 0" 1 3/4"

133B 3' - 4" 7' - 0" 1 3/4"

134 3' - 0" 7' - 0" 1 3/4"

201 3' - 0" 7' - 0" 1 3/4"

201A 3' - 0" 7' - 0" 1 3/4"

206 3' - 0" 7' - 0" 1 3/4"

207 3' - 0" 7' - 0" 1 3/4"

207A 3' - 0" 7' - 0" 1 3/4"

208 3' - 0" 7' - 0" 1 3/4"

209A 3' - 0" 7' - 0" 1 3/4"

209B 3' - 0" 7' - 0" 1 3/4"

210 3' - 0" 7' - 0" 1 3/4"

304 6' - 0" 7' - 0" 1 3/4"

306 3' - 0" 7' - 0" 1 3/4"

Grand total: 23

9' - 0"

A2.0-C

EXISTING

A1.0-C

A1.0-C

A1.0-C

A2.0-C

A2.0-C

RENOVATION OF

GREENHOUSE

22.1

10.1

10.1

2.1

2.1

2.2

4.1

9.6

9' - 0"

RENOVATION OF

GREENHOUSE EXISTING

A2.0-C 1.2

1.2

1.3

1.4

1.1

T/EXIST. ROOF

112'-0"

T.O.W. STORAGE RM

109'-0"

FIN. FLOOR

100'-0"

EIFS 'V' Groove

107'-10"

A2.0-C

A2.0-C

(ON EXISTING H.S.)

GRADE

4.12.5

102'-8"

T.O.W.

A2.0-C

109'-0"

T.O.W. STORAGE RM

100'-0"

FIN. FLOOR

107'-10"

EX. EIFS V-GROOVE

(ON EXISTING H.S.)

GRADE

26.1 23.1

7.4

2.5

FIN. FLOOR

100' - 0"

T.O.W. STORAGE RM

109' - 0"

107'-10"

EX. EIFS V-GROOVE

112'-0"

T/EXIST. ROOF

102'-8"

T.O.W.

(ON EXISTING H.S.)

GRADE

2.5

A

A

A

C

D

B

1.1

0.1

1.5

FINISH STYLE NAME COLOR NAME COLOR NO. REMARKS

PAINT PRO INDUSTRIAL PRE-CAT WATERBASED EPOXY ALABASTER SW 7008 CEILING AND WALLS

MANUFACTURER

SHERWIN-WILLIAMS*

ROOM FINISH LEGEND

PAINT PRO INDUSTRIAL PRE-CAT WATERBASED EPOXY RYEGRASS SW 6423 DOOR FRAMESSHERWIN-WILLIAMS*

CERAMIC TILE 12" x 12" WESTMONT SAND 89132 STORAGE RM. FLR.FLORIDA TILE

VINYL WALL BASE 6" TRADITIONAL BASE; COVE @ TILE, STRAIGHT @ CPT. WELSH CASTLE TA8 -TARKETT

CARPET TILE CUBIC HORIZONTAL 6386 OFFICE FLOORINTERFACE

ACOUS. CLG. PANEL CIRRUS ML ANGLED TEGULAR (584) WHITE - 2' x 2' x 3/4" ARMSTRONG

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

TAG

P-1

P-2

CT-1

CPT-1

VB-1

ACP-1

G-1

* NO SUBSTITUTIONS FOR SHERWIN-WILLIAMS PAINT. THIS IS A BSPS STANDARD.

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 2025 ©

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 a rm i-s e rv e r2

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HIGH SCHOOL MISC.

PROJECTS

BERRIEN SPRINGS

PUBLIC SCHOOLS

BERRIEN SPRINGS, MICHIGAN

2024.052

C - GREENHOUSE

TO STORAGE

PLANS AND

ELEVATIONS

A1.0-C

2-27-2025CD SET FOR BIDDING

N1/4" = 1'-0"2

FLOOR PLAN

1/4" = 1'-0"1

DEMOLITION PLAN

N

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.

GENERAL DEMOLITION NOTES

A. DIMENSIONS SHOWN ARE, UNLESS NOTED OTHERWISE,

a. TO FACE OF EXISTING WALL

b. TO FACE OF STUD IN FRAME WALLS

B. G.C. RESPONSIBLE FOR VERIFYING EXISTING OVERALL DIMENSIONS; NOTIFY

ARCHITECT OF DISCREPANCIES

GENERAL

CONSTRUCTION NOTES

1/4" = 1'-0"3

EAST ELEVATION

1/4" = 1'-0"4

SOUTH ELEVATION

1/4" = 1'-0"5

WEST ELEVATION

N N.T.S.

KEY PLAN

KEYNOTES

2.1 OWNER PROVIDED EQUIPMENT - THE OWNER WILL RELOCATE EXISTING WIRE

RACK STYLE STORAGE SHELVES

2.2 OWNER PROVIDED EQUIPMENT - EXISTING 30" X 15" X 36" ENCLOSED

WALL-MOUNTED METAL STORAGE CABINET, CONTRACTOR TO INSTALL

WALL-MOUNTED STORAGE CABINET AS DIRECTED IN FIELD

2.5 EXISTING CONCRETE WALL

4.1 INFILL EXISTING DOOR OPENING WITH NEW CONCRETE FOUNDATION WALL

INFILL, OR CMU WALL INFILL. PARGE INTERIOR AND EXTERIOR SURFACES TO

MATCH EXISTING CONDITIONS, TO RECEIVE NEW PAINT FINISH ON EXTERIOR AND

INTERIOR. USE CETCO WATERSTOP-RX WATER STOP MATERIAL AT JAMBS AND

SILL TO PREVENT WATER MIGRATION INTO STORAGE ROOM.

7.4 NEW FLASHING

9.6 INSTALL THE FOLLOWING FINISHES: WALLS, P-1; FLOOR, CT-1 (GROUT COLOR

TBD); BASE, VB-1; CEILING, ACP-1 & G-1

10.1 EXISTING FIRE ALARM PULL STATION

22.1 FLOOR DRAIN

23.1 THRU-WALL P-TAC HVAC UNIT - REFER TO MECHANICAL AND ELECTRICAL

SHEETS.

26.1 EXTERIOR WALL-PACK LIGHTING FIXTURE - REFER TO MECHANICAL AND

ELECTRICAL SHEETS.

DEMOLITION KEYNOTES

0.1 PREPARE EXISTING FOUNDATION STEM-WALL TO RECEIVE NEW WORK BY

POWER-WASHING ALL EXPOSED SURFACES TO REMOVE FOREIGN GROWTH AND

STAINING. ALSO REMOVE TOP GROUT THAT HAD BEEN MOUNDED OVER AT

ALUMINUM FRAME. TOP OF WALL ELEVATION FOR NEW WORK SHALL BE THE 2'-8"

A.F.F.

1.1 REMOVE ALUMINUM FRAME AND GLASS PANEL, AS WELL AS WOOD FRAMED ROOF

MATERIALS LEDGER BOARDS AND ROOF FRAMING OF OLD GREENHOUSE

CONSTRUCTION FROM THE EXISTING FOUNDATION WALL, APPROX. 9'-0" X 18'-0". THE

EXISTING FOUNDATION WALL AND STEM-WALLS WILL REMAIN.

1.2 REMOVE FIRE ALARM PULL STATIONS AND EXIT SIGNAGE FOR TWO INTERIOR

ELEVATIONS AT DOORS INTO THE GREENHOUSE SPACE FROM THE SCIENCE

CLASSROOMS. USE OWNER'S APPROVED VENDOR (CERTA SITE OR RIVERSIDE) TO

MODIFY SYSTEMS WHICH WILL REMAIN IN USE (FIRE ALARM SYSTEM). PATCH AND

REPAINT WALLS WHERE CONDUIT AND DEVICES WERE REMOVED FOR LIKE NEW

CONDITION TO PAINTED CMU WALLS.

1.3 REMOVE 48" W X 84" H OPENING IN CMU

1.4 INFILL ABANDONED FLOOR DRAIN BY REMOVING STRAINER AND ASSOCIATED DRAIN

LINE BELOW SLAB. INFILL SLOPED FLOOR WITH 10 GALLONS OF FLOOR LEVELER TO

ACHIEVE A FINISHED FLOOR SURFACE READY TO RECEIVE NEW CPT FLOOR TILE.

1.5 REMOVE ALL SURFACE-MOUNTED ELECTRICAL / LOW VOLTAGE / OR PLUMBING

CONDUIT ASSOCIATED WITH ABANDONED SYSTEMS SUPPORTING GREENHOUSE

FUNCTIONS: WATERING, TIMERS, HEAT SOURCES; LIGHTING / LAMPS; AND WEATHER

STATIONS / SURFACE-MOUNTED HOT WATER FIN TUB RADIANT HEAT SOURCES;

POND PUMPS FOR ADJACENT WATER FEATURE IN YARD... AND DISPOSE OF ALL. CAP

ALL ABANDONED SOURCES WITHIN WALL AND PROVIDE APPROPRIATE COVER

PLATES, REPAIR ALL MASONRY OR GROUT LOSS; TO SATISFY LIKE-NEW

CONDITIONS OF THE STORAGE ROOM.

FIN. FLOOR

100' - 0"

F L A

S H

IN

G

T.O.W. STORAGE RM

109' - 0"

T.O.W.

102' - 8"

RENOVATION /

NEW CONST.

EXISTING

A2.0-C

CEILING

108'-4"

A2.0-C

EX. EIFS V-GROOVE

107'-10"

(TO MATCH

EXISTING H.S.)

GRADE

2.3

7.499.1

7.6

7.2 9.1

5.1

6.2

2.5

5.3

6.1

7.77.1

7.7

2.6

2.7

7.3

T.O.W. STORAGE RM

109' - 0"

CEILING

108'-4"

1/4" 1'-0"

9.1

99.1

5.3

6.1

6.2

EX. EIFS V-GROOVE

107'-10"

7.6

7.1

7.7

7.2

5.1

M

IN

10" MIN.

E X

IS

T

IN

G

W A

L L

F L

A S

H

IN

G

112'-0"

T/ROOF

7.47.3

107'-10"

EX. EIFS V-GROOVE

(ON EXISTING H.S.)

99.1

7.5

5.2

5.3

6.1

6.2

EL. VARIES

RAKE FRIEZE

7.2

7.1

CEILING

108'-4"

9.1

7.3

7.7

5.1

FIN. FLOOR

100' - 0"

3.2

GRADE

2.5

2.6

2.7

T.O.W.

102' - 8"

A

A

A

C

D

B

1/2" = 1'-0"1

BUILDING SECTION

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 2025 ©

PROJECT #

DRAWN BY

ISSUEDNO. DATE

CHECKED BY

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a r c h i t e c t u r e + d e s i g n c a rm i-s e rv e r2

\C

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P

M

HIGH SCHOOL MISC.

PROJECTS

BERRIEN SPRINGS

PUBLIC SCHOOLS

BERRIEN SPRINGS, MICHIGAN

2024.052

C - GREENHOUSE

TO STORAGE

DETAILS

A2.0-C

2-27-2025CD SET FOR BIDDING

GENERAL NOTES

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

EAVE DETAIL AT ROOF

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

ALUMINUM FLASHING

AT EXISTING ROOF COPING

3D VIEW AT STORAGE ROOM

1 1/2" = 1'-0"6

RAKE DETAIL AT ROOF

1/2" = 1'-0"5

SECTION AT

EXISTING DOOR INFILL

A. POWER WASH ALL EXISTING CONCRETE FOUNDATION WALL

SURFACES TO REMOVE ANY / ALL FOREIGN GROWTH OR CORROSION.

PREPARE WALL FOR NEW EXTERIOR PAINT REFER TO EXTERIOR PAINT

SCHEDULE OF FOUNDATION WALL.

B. PREPARE FOUNDATION WALL AT TOP OF WALL TO RECEIVE NEW

FRAMING OF LIGHT GAUGE METAL STUD WALLS.

N N.T.S.

KEY PLAN

KEYNOTES

2.3 EXISTING ROOF COPING

2.5 EXISTING CONCRETE WALL

2.6 EXISTING CONCRETE FLOOR SLAB

2.7 EXISTING CONCRETE FOOTING

3.2 CETCO WATERSTOP - RX EXPANDING CONCRETE TO BE USED AT SILL AND JAMBS

OF EXISTING DOOR BETWEEN EXISTING CONCRETE AND NEW MASONRY

5.1 6" METAL STUDS @ 16" O.C.

5.2 LT. GA. LEDGER @ WALL

5.3 LT. GA. ROOF FRAMING (2X10 EQ.) 10" O.C.

6.1 1/2" DENSGLASS CEILING

6.2 5/8" GYPSUM BOARD AT INTERIOR OF STUD WALL

7.1 2 1/2" EXTERIOR INSULATION & FINISH SYSTEM (EIFS) OVER 5/8" DENSGLASS

SHEATHING

7.2 2 1/2" EIFS TRIM

7.3 ROOF MEMBRANE

7.4 NEW FLASHING

7.5 ALUMINUM ROOF EDGE TRIM, COLOR TO MATCH

7.6 ALUMINUM ROOF DRIP TRIM, COLOR TO MATCH

7.7 <varies>

9.1 2X4 LAY-IN ACOUSTICAL CEILING TILES

23.1 THRU-WALL P-TAC HVAC UNIT - REFER TO MECHANICAL AND ELECTRICAL

SHEETS.

26.1 EXTERIOR WALL-PACK LIGHTING FIXTURE - REFER TO MECHANICAL AND

ELECTRICAL SHEETS.

99.1 ROOF MEMBRANE OVER 1/2" RECOVERY BOARD; OVER RIGID INSULATION, OVER

METAL DECK ON LT. GA. METAL FRAMING

26.1

23.1

2.5

1.9

1.8

1.10

1.7

1.6

1.15 1.14

1.11

1.12

1.13

1.11

1.12

1.11

1.12

A

A

A

C

D

B

LEGEND - CEILING DEMOLITION

EXISTING SUSPENDED ACOUSTICAL CEILING -

TO BE REMOVED

EXISTING SUSPENDED ACOUSTICAL CEILING -

TO REMAIN

EXISTING 2X4 LIGHT FIXTURE - TO BE REMOVED

EXISTING HVAC DIFFUSER - TO BE REMOVED

DEMOLITION PLAN LEGEND

EXISTING CONSTRUCTION (TO REMAIN)

EXISTING CONSTRUCTION (TO BE REMOVED)

EXISTING DOOR (TO REMAIN)

EXISTING DOOR (TO BE REMOVED)

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 2025 ©

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 a rm i-s e rv e r2

\C

A R

M

ID

A T

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P ro je c t

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\2

.0

B S

P S

M is c P ro je c ts

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.0

B S

P S

M is c P ro je c ts

C e n tr a l

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/2

/2

:5 :3

P

M

HIGH SCHOOL MISC.

PROJECTS

BERRIEN SPRINGS

PUBLIC SCHOOLS

BERRIEN SPRINGS, MICHIGAN

2024.052

D - HS

COUNSELING

DEMOLITION

PLANS

A1.0-D

2-27-2025CD SET FOR BIDDING

N1/4" = 1'-0"1

DEMOLITION PLAN

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

DEMOLITION CEILING PLAN -

HS COUNSELING

N N.T.S.

KEY PLAN

1. 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.

2. 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.

3. 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.

4. 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.

5. ALL CONSTRUCTION AREAS, REMOVAL TRAFFIC PATTERN AREAS AND ASSOCIATED WORK AREAS

SHALL BE KEPT CLEAN OF DEBRIS BY THE CONTRACTORS DAILY.

6. 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.

7. GENERAL CONTRACTOR RESPONSIBLE FOR PATCHING ALL REMOVED ELECTRICAL OUTLETS.

ELECTRICAL CONTRACTOR TO PROVIDE GENERAL CONTRACTOR WITH QUANTITIES.

8. 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.

GENERAL

DEMOLITION NOTES

DEMOLITION KEYNOTES

1.6 REMOVE EXISTING WALL AND ALL RELATED COMPONENTS; PROTECT ADJACENT

EXISTING WALLS TO REMAIN. COORDINATE FLOOR AND ADJACENT WALL

REPAIR/PATCH AFTER EXISTING PARTITION IS REMOVED

1.7 REMOVE PORTION OF EXISTING WALL TO CREATE OPENING FOR NEW DOOR; REFER

TO FLOOR PLAN, SECTIONS, AND DETAILS FOR EXTENT OF REMOVAL IN LENGTH

AND HEIGHT

1.8 REMOVE EXISTING INTERIOR DOOR AND WINDOW, WITH FRAME AND ASSOCIATED

HARDWARE

1.9 REMOVE EXISTING INTERIOR DOOR, FRAME, AND ASSOCIATED HARDWARE

1.10 REMOVE EXISTING FLOORING AND BASE IN THIS ENTIRE AREA; LEAVE AREA READY

TO RECEIVE NEW WORK

1.11 REMOVE EXISTING CEILING IN ITS ENTIRETY; LEAVE AREA READY TO RECEIVE NEW

WORK. SEE PROPOSED FLOOR PLAN AND REFLECTED CEILING PLAN FOR NEW

WORK.

1.12 REMOVE EXISTING CEILING LIGHTING, DIFFUSERS AND ANY OTHER CXEILING

EQUIPMENT; REFER TO MECHANICAL DRAWINGS FOR NEW WORK IN THIS AREA

1.13 REMOVE EXISTING CEILING IN CLOSET

1.14 REMOVE TACKBOARD; TURN OVER TO OWNER FOR REUSE

1.15 REMOVE EXISTING LIGHT SWITCH AND SURFACE-MOUNTED TIMER; BOTH TO BE

RELOCATED/REUSED BY OWNER

5' - 4" 3' - 5"12' - 0 5/8"

6"

W2

W1

W3

OFFICE

118A

NEW OFFICE

118B

RECEPTION

OFFICE

118C

C

118B

9.3

9.3

9.4

9.4

9.4

9.4

5.5

4.2

9.7

9.7

OFFICE

118A

RECEPTION

NEW OFFICE

118B

OFFICE

118C

8' - 4"

8' - 4"

8' - 4"

9' - 10"

A

A

A

C

D

B

RCP LEGEND

NEW 2x2 LIGHT FIXTURE, REFER

TO ELECTRICAL

NEW 2' X 2' SUSPENDED ACOUSTICAL

CEILING SYSTEM

8'-0" CEILING HEIGHT8' - 0"

CEILING DETAIL TAG

NEW SUPPLY DIFFUSER,

REFER TO MECH.

NEW RETURN DIFFUSER,

REFER TO MECH.

X

X.X

CONSTRUCTION PLAN

LEGEND

EXISTING CONSTRUCTION (TO REMAIN)

EXISTING DOOR (TO REMAIN)

NEW CONSTRUCTION

NEW DOOR

I

2" SEE

SCHED.

2"

S E

E S

C H

E D

II

2" SEE

SCHED. 2"

1' - 10" 2"

S E

E S

C H

E D

5' - 4"

NL

S E

E S

C H

E D

SEE SCHED.

7" 6"

M A

X

W1

4 7/8"

5/8" TYPE "X" GYPSUM

BOARD (BOTH SIDES)

3 5/8" MTL STUDS

@ 16" O.C.

3" FIBERGLASS

SOUND INSULATION

VINYL COVE BASE -

SEE SCHED.

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

5/8" TYPE "X" GYPSUM

BOARD (BOTH SIDES)

3 5/8" MTL STUDS @ 16"

O.C. (STAGGERED)

6" FIBERGLASS

SOUND INSULATION

VINYL COVE BASE -

SEE SCHED.

5/8" 6" 5/8"

12" CMU

VINYL COVE

BASE - SEE SCHED.

W2 W3

DEFLECTION TRACK

ROOF STRUCTURE

METAL STUD +

GYPSUM BD.

CMU

ROOF STRUCTURE

7 1/4"

5/8" TYPE "X" GYPSUM

BOARD (BOTH SIDES)

3 5/8" MTL STUDS @ 16"

O.C. (STAGGERED)

DEFLECTION TRACK

ROOF STRUCTURE

METAL STUD +

GYPSUM BD.

FINISH STYLE NAME COLOR NAME COLOR NO. REMARKS

PAINT PRO INDUSTRIAL PRE-CAT WATERBASED EPOXY ALABASTER SW 7008 CEILING AND WALLS

MANUFACTURER

SHERWIN-WILLIAMS*

ROOM FINISH LEGEND

PAINT PRO INDUSTRIAL PRE-CAT WATERBASED EPOXY RYEGRASS SW 6423 DOOR FRAMESSHERWIN-WILLIAMS*

CERAMIC TILE 12" x 12" WESTMONT SAND 89132 STORAGE RM. FLR.FLORIDA TILE

VINYL WALL BASE 6" TRADITIONAL BASE; COVE @ TILE, STRAIGHT @ CPT. WELSH CASTLE TA8 -TARKETT

CARPET TILE CUBIC HORIZONTAL 6386 OFFICE FLOORINTERFACE

ACOUS. CLG. PANEL CIRRUS ML ANGLED TEGULAR (584) WHITE - 2' x 2' x 3/4" ARMSTRONG

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

TAG

P-1

P-2

CT-1

CPT-1

VB-1

ACP-1

G-1

* NO SUBSTITUTIONS FOR SHERWIN-WILLIAMS PAINT. THIS IS A BSPS STANDARD.

1/4" = 1'-0"2

REFLECTED CEILING PLAN -

HS COUNSELING

1/4" = 1'-0"1

FLOOR PLAN - HS COUNSELING

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 2025 ©

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 a rm i-s e rv e r2

\C

A R

M

ID

A T

A \A c ti v e

P ro je c t

D ra w in g s \2

\2

.0

B S

P S

M is c P ro je c ts

\R e v it \2

.0

B S

P S

M is c P ro je c ts

C e n tr a l

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/2

/2

:5 :3

P

M

HIGH SCHOOL MISC.

PROJECTS

BERRIEN SPRINGS

PUBLIC SCHOOLS

BERRIEN SPRINGS, MICHIGAN

2024.052

D - HS

COUNSELING

CONSTRUCTION

PLANS

A2.0-D

2-27-2025CD SET FOR BIDDING

NN

N N.T.S.

KEY PLAN

A. DIMENSIONS SHOWN ARE, UNLESS NOTED OTHERWISE,

a. TO FACE OF MASONRY

b. TO FACE OF STUD IN FRAME WALLS

B. FOR INTERIOR WALL CONSTRUCTION, REFER TO WALL TYPES

C. G.C. RESPONSIBLE FOR VERIFYING EXISTING OVERALL DIMENSIONS; NOTIFY

ARCHITECT OF DISCREPANCIES

D. WALL REPAIR AT CMU ON ALL SUITE WALLS AHEAD OF NEW PAINT

GENERAL

CONSTRUCTION NOTES

DOOR & FRAME SCHEDULE

MARK TYPE

DOOR

GLAZING

DOOR

FINISH

FRAME

FIRE

RATING NOTESWIDTH HGT THK

DOOR

MATL MATL. EL.

118B NL 3' - 0" 7' - 0" 1 3/4" WD 1/4" FG FACTORY FIN. HM I

118C NL 3' - 0" 7' - 0" 1 3/4" WD 1/4" FG FACTORY FIN. HM II

3/8" = 1'-0"

FRAME ELEVATIONS - D

3/8" = 1'-0"

DOOR ELEVATION - D

A. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE INFORMATION.

B. CONTRACTOR SHALL FOLLOW CEILING GRID PATTERN ESTABLISHED ON THE

REFLECTED CEILING PLAN. ANY VARIATIONS SHALL BE APPROVED BY THE

ARCHITECT.

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

CEILING PANELS.

D. 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.

E. REPAIR ANY SPALLED OR POCKED WALL CONDITIONS FROM PREVIOUS

CEILING GRID REMOVAL TO LIKE NEW CONDITION. PAINT WALL AS NECESSARY.

GENERAL

CEILING NOTES

KEYNOTES

4.2 1" BULLNOSE AT BOTH SIDES OF ALL JAMBS AT NEW CMU OPENING

5.5 STEEL LINTEL OVER NEW OPENING: W8X10 + 1/4" PLATE; MIN. 8" BEARING ON

BOTH SIDES WITH (3) COURSES DP. X 2'-8" MIN. GROUTED SOLID

9.3 INFILL EXISTING OPENING; MATCH EXISTING AND NEW INTERIOR MATERIALS AND

FINISH

9.4 ROOMS 118, 118A, 118B AND 118C TO RECEIVE THE FOLLOWING FINISHES: WALLS,

P-1; FLOOR, CPT-1; BASE, VB-1; CEILING, ACP-1 & G-1. PAINT INTERIOR DOOR &

WINDOW FRAMES P-2.

9.7 PAINT EXIST. HM SILL P-2 AFTER NEW FLOORING HAS BEEN INSTALLED

1" = 1'-0"

PARTITION TYPES

MECHANICAL SPECIFICATIONS

1. IT IS UNDERSTOOD AND AGREED BY THE INSTALLER THAT WORK HEREIN DESCRIBED SHALL BE COMPLETE IN EVERY DETAIL, EVEN

THOUGH EVERY ITEM INVOLVED IS NOT PARTICULARLY MENTIONED. INSTALLER SHALL BE HELD TO PROVIDE ALL LABOR AND

MATERIALS NECESSARY FOR THE WORK INTENDED AND DESCRIBED FOR A COMPLETE AND OPERATIONAL SYSTEM. SUCH

MATERIALS SHALL INCLUDE PIPING, VALVES, TRAPS, GAUGES, CONTROLS, ETC. THIS ALSO INCLUDES EQUIPMENT REQUIRED BY

STATE AND LOCAL CODES.

2. ALL WORK AND EQUIPMENT PROVIDED AND PERFORMED ON THIS PROJECT SHALL COMPLY WITH ALL APPLICABLE LAWS, CODES, ETC OF ANY AND ALL AUTHORITIES HAVING JURISDICTION INCLUDING, BUT NOT LIMITED TO: MICHIGAN MECHANICAL CODE - 2015, MICHIGAN PLUMBING CODE - 2015, MICHIGAN BUILDING CODE - 2015, MICHIGAN UNIFORM ENERGY CODE (ASHRAE 90.1-2013). THE

LOCAL FIRE MARSHAL, UNDERWRITERS LABORATORIES, IRI, FM, NATIONAL ELECTRICAL CODE, LOCAL HEALTH DEPARTMENT, OSHA, MIOSHA. ANY MODIFICATIONS REQUIRED BY ANY OF THE ABOVE SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER.

WHERE THE CONTRACT DOCUMENTS EXCEED THE CODE REQUIREMENTS, THE CONTRACT DOCUMENTS SHALL BE FOLLOWED.

DEVIATIONS FROM THE CONTRACT DOCUMENTS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW BEFORE INSTALLATION.

3. CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY ALL FEES AS REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION.

4. JOBSITE SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL HAVE ON SITE A QUALIFIED FOREMAN

OVERSEEING ALL ASPECTS OF THE CONSTRUCTION. THE ARCHITECT AND ENGINEER ARE NOT RESPONSIBLE FOR JOBSITE SAFETY.

5. ANY HOISTS, LIFTS, OR SPECIAL EQUIPMENT REQUIRED TO SAFELY COMPLETE THE PROJECT SHALL BE PROVIDED BY THE

CONTRACTOR UNLESS SPECIFICALLY NOTED ON THE DRAWINGS.

6. THE BID SHALL INCLUDE ALL LABOR AND MATERIALS ESSENTIAL TO PROVIDE A COMPLETE AND FUNCTIONING SYSTEM AS

DESCRIBED IN THE CONTRACT DOCUMENTS, EVEN THOUGH EVERY ITEM INVOLVED IS NOT PARTICULARLY MENTIONED. SUCH

MATERIALS SHALL INCLUDE PIPING, VALVES, TRAPS, GAUGES, CONTROLS, ETC. THIS ALSO INCLUDES EQUIPMENT REQUIRED BY

STATE AND LOCAL CODES. IN CASES OF DOUBT AS TO WORK INTENDED THE CONTRACTOR SHALL REQUEST SUPPLEMENTARY

INFORMATION AT LEAST FIVE(5) DAYS PRIOR TO BIDDING. ONCE CONTRACT IS AWARDED ANY DISPUTES AS TO THE INTENT OF THE

DESIGN SHALL BE RESOLVED AS DIRECTED BY THE ENGINEER AND NO ADDITIONAL COST TO THE OWNER.

7. CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL EQUIPMENT AND MATERIALS WITH ALL OTHER TRADES.

8. CONTRACTOR SHALL NOT PROCEED WITH ANY WORK FOR WHICH ADDITIONAL COMPENSATION IS EXPECTED WITHOUT A WRITTEN

CHANGE-ORDER SIGNED BY THE ENGINEER. ADDITIONAL COMPENSATION WILL NOT BE GIVEN WITHOUT A SIGNED, WRITTEN, CHANGE-ORDER. CHANGE-ORDER FORMS MAY BE REQUESTED FROM THE ENGINEER OR CONTRACTOR MAY USE THEIR OWN FORM.

CHANGE-ORDER MUST INCLUDE DESCRIPTION OF CHANGE, REASON FOR CHANGE, AND COST BREAKDOWN SHOWING ITEMIZED

MATERIAL COSTS, LABOR TIME AND RATE AND SEPARATELY LISTED OH&P. OH&P FOR CHANGE ORDERS SHALL NOT EXCEED 10%.

9. A SET OF AS-BUILT DOCUMENTS SHALL BE KEPT ON THE JOB SITE, ACCESSIBLE TO ALL TRADES. CONTRACTOR SHALL MAINTAIN

THE AS-BUILT DRAWINGS DAILY INDICATING ANY DEVIATIONS FROM THE CONTRACT DOCUMENTS. CONTRACTOR SHALL MAINTAIN

COMMUNICATION WITH ALL OTHER TRADES AND REVIEW AS-BUILT DOCUMENTS OF ALL TRADES ON A REGULAR BASIS.

CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH ALL TRADES DURING CONSTRUCTION AND FOR NOTIFYING THE

ENGINEER OF ANY CHANGES THAT WILL NEED TO BE MADE AS SOON AS THEY ARE IDENTIFIED.

10. ALL PRODUCTS AND MATERIALS USED SHALL BE NEW AND "BEST OF ITS KIND." PRODUCTS AND MATERIALS SHALL BE PROTECTED

FROM CONSTRUCTION AND WEATHER DAMAGE. CONTRACTOR SHALL NOT INSTALL ANY COMPONENT THAT IS DAMAGED, DIRTY, OR

SHOWS ANY SIGNS OF CORROSION.

11. THE CONTRACTOR IS RESPONSIBLE, AT HIS OWN COST, FOR WAREHOUSING OF MATERIAL AND EQUIPMENT TO BE INSTALLED ON

THIS PROJECT. COORDINATE WITH THE BUILDING OWNER AND/OR GENERAL CONTRACTOR FOR SPACE AVAILABLE ON THE JOB SITE

FOR MATERIAL STORAGE.

12. SHOP DRAWINGS SHALL BE SUBMITTED FOR THE ITEMS LISTED BELOW WITHIN 2 WEEKS OF AWARD OF CONTRACT AND A MINIMUM

OF 2 WEEKS PRIOR TO INSTALLATION. CONTRACTOR SHALL NOT ORDER EQUIPMENT UNTIL SHOP DRAWINGS HAVE BEEN

PROCESSED BY THE ENGINEER. SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR AND GENERAL CONTRACTOR PRIOR TO

BEING SUBMITTED TO THE ENGINEER. INCLUSION IN SHOP DRAWINGS DOES NOT AUTHORIZE A DEVIATION FROM THE

REQUIREMENTS OF THE SPECIFICATIONS. ALL SHOP DRAWINGS SHALL HAVE LISTED ON THE COVER SHEET ANY AND ALL

PRODUCTS OR MATERIALS THAT DEVIATE FROM SPECIFICATIONS. DETERMINATION OF "EQUAL" SHALL BE MADE BY ENGINEER. AT A

MINIMUM SHOP DRAWINGS SHALL BE SUBMITTED FOR: ALL AIR HANDLING EQUIPMENT, DUCT SEALANTS, MOTORIZED DAMPERS, GRILLES / LOUVERS / DIFFUSERS.

13. AT PROJECT COMPLETION PROVIDE TO THE BUILDING OWNER THREE(3) BOUND SETS TO INCLUDE ALL O&M MANUALS FOR

EQUIPMENT INSTALLED, BALANCE REPORTS AND COPIES OF ALL MANUFACTURER WARRANTIES. CONTRACTOR SHALL COMPLETE

ANY WARRANTY REGISTRATION CARDS NECESSARY FOR MANUFACTURER WARRANTIES.

14. CONTRACTOR SHALL PROVIDE A ONE (1) YEAR WARRANTY FOR ALL WORK PERFORMED. THIS INSTALLERS WARRANTY SHALL COVER

ALL MATERIAL AND EQUIPMENT NOT COVERED BY A MANUFACTURER WARRANTY AND ALL LABOR. THIS WARRANTY SHALL ALSO

COVER INSTALLER ERROR OR DAMAGE.

15. ALL WORK ON THIS PROJECT SHALL BE EXECUTED IN A GOOD, WORKMAN LIKE MANNER USING MECHANICS SKILLED IN THEIR

RESPECTIVE TRADES. NO ALLOWANCE WILL BE GIVEN FOR POOR WORKMANSHIP. ANY INSTALLATION THAT IS OF INSUFFICIENT

QUALITY SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER.

16. WORK SITE IS TO BE LEFT IN A NEAT AND ORDERLY CONDITION AT THE END OF EACH WORK SHIFT.

17. CONTRACTOR SHALL COORDINATE WITH THE OWNER ANY OWNER FURNISHED EQUIPMENT. CONTRACTOR SHALL RECEIVE ANY

OWNER FURNISHED ITEMS WHEN DELIVERED TO THE JOB SITE AND SHALL BE RESPONSIBLE FOR THE ITEMS ONCE RECEIVED.

18. CONTRACTOR SHALL REVIEW ARCHITECTURAL DRAWINGS FOR LOCATIONS OF SLAB-TO-SLAB PARTITIONS, FIRE RATED PARTITIONS

AND FIRE RATED FLOORS. ALL PENETRATION OF SLAB-TO-SLAB PARTITIONS SHALL BE SEALED AIR TIGHT. ALL PENETRATIONS OF

FIRE RATED PARTITIONS OR FLOORS SHALL BE PROVIDED WITH A FIRE RATED DAMPER AND ACCESS DOOR. DAMPER SHALL HAVE A

RATING APPROPRIATE FOR THE ASSEMBLY PENETRATED.

19. PENETRATIONS OF FIRE RATED ASSEMBLIES SHALL BE SEALED USING CODE APPROVED, LABORATORY TESTED AND LABELED

SEALANTS FOR A FIRE RESISTANCE RATING EQUAL TO OR GREATER THAN THE ASSEMBLY PENETRATED.

20. CONTRACTOR SHALL VERIFY LOCATION OF CEILING MOUNTED DIFFUSERS AND GRILLES WITH ARCHITECTURAL CEILING PLAN PRIOR

TO INSTALLATION.

21. ALL DUCT SIZES SHOWN ON THE DRAWINGS ARE TO ESTABLISH TOTAL DUCT AREA REQUIRED. IF DUCT SIZES NEED TO BE CHANGED

OR DUCTS BE REROUTED TO INSTALL THE DUCTS THROUGH JOISTS, ABOVE CEILINGS, BELOW STEEL, ETC., CHANGES SHALL BE

DONE AT NO EXTRA COST TO THE OWNER. THE CONTRACTOR SHALL CHECK WITH THE ARCHITECT/ENGINEER BEFORE CHANGING

ANY SIZES.

22. NEW DUCTWORK, PIPING, AND CONDUIT SHALL BE INSTALLED AS HIGH AS POSSIBLE. CONTRACTOR SHALL COORDINATE

DUCTWORK, PIPING AND CONDUITS WITH LIGHTING FIXTURES, CEILING CONSTRUCTION, STRUCTURE AIR DISTRIBUTION EQUIPMENT, ETC., AND SHALL BE OFF-SET AS REQUIRED.

23. ALL NEW RECTANGULAR DUCTWORK SHALL BE 1" W.G. CONSTRUCTION OF LOCK FORMING GALVANIZED STEEL IN ACCORDANCE

WITH FIGURES 3-1 THRU 3-56 AND TABLE 3-2 OF THE SMACNA GUIDELINES ("DUCT MANUAL AND SHEET METAL CONSTRUCTION FOR

VENTILATION AND AIR CONDITIONING SYSTEMS" MOST RECENT EDITION.) SNAP LOCK LONGITUDINAL SEAMS AND DRAWBAND JOINT

CONNECTIONS ARE NOT ACCEPTABLE. (LOW PRESSURE ROUND RUN-OUT DUCTS MAY BE SNAP LOCK LONGITUDINAL SEAM WITH

SCREW/RIVET JOINT CONNECTIONS).

24. DUCTWORK SHALL BE HUNG AS HIGH AS POSSIBLE FROM BUILDING STRUCTURE. CONDUITS, PIPES, CEILINGS OR ANY OTHER ITEMS

SHALL NOT BE HUNG FROM DUCTWORK. PROVIDE ALL FITTINGS ELBOWS, DAMPERS, OFF-SETS, ETC. FOR COMPLETE DUCTWORK

INSTALLATION. ALL ELBOWS SHALL BE GORED RADIUS ELBOWS (PLEATED NOT ALLOWED) UNLESS SQUARE ELBOWS ARE SHOWN

ON PLANS. ALL SQUARE ELBOWS SHALL HAVE TURNING VANES.

25. VOLUME DAMPERS SHALL BE INSTALLED AS SHOWN ON PLANS, AND AT ALL BRANCH TAKE-OFFS.

26. ALL DUCTWORK SHALL BE SEALED USING IRON GRIP (NO SUBSTITUTIONS) AND SHALL MEET THE MICHIGAN UNIFORM ENERGY CODE

(ASHRAE 90.1-2007) DUCT SEAL LEVEL "A" (TABLE 6.4.4.2A). SEAL LEVEL "A" SHALL BE USED FOR ALL DUCT TYPES AND PRESSURE

CLASSES.

27. ALL DUCTWORK SHALL BE INSULATED PER ASHRAE 90.1-2013 TABLE 6.8.2B. FOR CONCEALED DUCTWORK, AT A MINIMUM PROVIDE

1½" THICK FLEXIBLE FIBERGLASS BLANKET WITH FIRE/SMOKE SPREAD RATING OF 25/50 OR BETTER, SECURED TO DUCTWORK

WITH BENJAMIN FOSTER NO. 85 20 ADHESIVE AND PUSH PINS EVERY 12" ON-CENTER. FOR DUCTWORK IN MECHANICAL ROOMS USE

RIGID, FOIL-FACED, FIBERGLASS INSULATION, 1" THICK, 2LB. EXTERIOR DUCTWORK SHALL BE INSULATED AND HAVE A PVC WRAP.

28. USE PVC COATED GALVANIZED STEEL FOR UNDERGROUND DUCTS AND INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S

REQUIREMENTS. REPAIR DAMAGE TO PVC COATINGS WITH MANUFACTURER'S RECOMMENDED MATERIALS. DUCTS IN CONCRETE

SLABS SHALL BE ROUND AND ENCASED IN AT LEAST 2” OF CONCRETE. USE A VIBRATOR TO FILL VOIDS IN CONCRETE. SLOPE ALL

UNDERGROUND DUCT BACK TOWARD UNIT. PROVIDE DUCT ACCESS DOOR.

29. FLEXIBLE DUCT CONNECTIONS SHALL BE MADE BY APPLYING DUCT SEALER TO INSIDE OF FLEXIBLE DUCT AND OUTSIDE OF HARD

DUCT COLLAR. ADHESIVE SHALL BE CHEMICALLY COMPATIBLE WITH MATERIALS IN CONTACT WITH IT. THE ENDS OF DUCTS SHALL

BE TRIMMED SQUARELY PRIOR TO INSTALLATION. COLLARS AND SLEEVES SHALL BE INSERTED INTO FLEXIBLE DUCT A MINIMUM OF

1” BEFORE FASTENING. SLIDE FLEX DUCT OVER COLLAR AND TAPE WITH THREE WRAPS OF DUCT TAPE AROUND JOINT AND SEAL

WITH STAINLESS STEEL CLAMPS OVER OUTSIDE OF TAPE.

A. HIGH PRESSURE: INSTALL AT INLET CONNECTIONS OF TERMINAL UNITS. MAXIMUM DEVELOPED LENGTH OF FLEX DUCT SHALL

BE 3'-0”. USE METAL DUCTS AND FITTINGS TO REACH WITHIN 3'-0” OF TERMINAL UNIT.

B. LOW PRESSURE: INSTALL WHERE INDICATED ON DRAWINGS AND BE A MAXIMUM OF 5'-0” IN LENGTH. USE METAL DUCT AND

FITTINGS TO REACH WITHIN 5'-0” OF DIFFUSER.

30. FLEXIBLE DUCTS SHALL BE USED FOR ALIGNMENT PURPOSES ONLY. MAXIMUM OFFSET 1” PER FOOT LENGTH. NO ELBOWS USING

FLEXIBLE DUCTS WILL BE ALLOWED. DUCTS SHOULD NOT BE COMPRESSED. THE SPECIFICATIONS HEREIN, SHALL NOT SUPERSEDE

THE APPLICATION CONTINGENCIES DICTATED BY THE FLEXIBLE DUCT MANUFACTURER IF THOSE ARE MORE STRINGENT.

31. ALL PIPING TO BE INSTALLED PERPENDICULAR TO STRUCTURE LINES UNLESS OTHERWISE NOTED ON DRAWINGS. ALL PIPING TO BE

NEATLY SPACED WITH RISERS AND DROPS PLUMB AND TRUE. MINIMUM SPACING SHALL HAVE 1" CLEAR BETWEEN PIPING

(INCLUDING FITTINGS) AFTER INSULATION. PIPING SHALL NOT OBSTRUCT ACCESS TO EQUIPMENT,VALVES, FILTERS, ETC.

32. ALL PIPING TO BE INSTALLED CONCEALED EXCEPT WHERE NOTED ON PLANS. DO NOT INSTALL PIPING BELOW SLABS EXCEPT

WHERE NOTED ON PLANS. DO NOT CONCEAL PIPING UNTIL INSPECTED AND TESTED. PNEUMATIC TESTING OF ALL PIPING IS

REQUIRED.

33. ALL PIPING THAT PENETRATES CONCRETE SLABS OR MASONRY WALLS SHALL BE PROVIDED WITH A PIPE SLEEVE WITH AN I.D.

MINIMUM 1" LARGER THAN O.D. OF PIPE. SLEEVES SHALL PROTRUDE 2" AFF AND FLUSH WITH WALL SURFACE. IF PIPE SLEEVES ARE

NOT POURED-IN-PLACE, GROUT SECURELY TO WALL OR SLAB. SEAL SPACE BETWEEN PIPE AND SLEEVE. USE FIRE RATED SEALANT

WHERE REQUIRED.

34. PROVIDE ALL PIPING OFF-SETS AS REQUIRED FOR COORDINATION WITH STRUCTURE, DUCTWORK, CONDUITS, ETC.

35. INSTALL PIPE ANCHORS WHERE REQUIRED OR AS SHOWN ON PLANS. INSTALL PIPE ROLLERS WHERE REQUIRED OR SHOWN ON

PLANS. INSTALL GUIDES AT ALL EXPANSION JOINTS, EXPANSION LOOPS OR WHERE REQUIRED.

36. FLEXIBLE CONNECTORS, EXPANSION AND VIBRATION CONTROL DEVICES AND FITTING SHALL BE OF AN APPROVED TYPE.

37. ALL PIPING, VALVES AND HYDRONIC EQUIPMENT SHALL BE LABELED WITH ENGRAVED TAGS OR PLACARDS WITH LETTERING ONE

INCH(1") TALL (MINIMUM).

38. CLOSE NIPPLES SHALL NOT BE PERMITTED. USE ONLY SHOULDER NIPPLES.

39. REDUCERS FOR PUMPS OR CONTROL VALVES SHALL BE INSTALLED ABUTTING THE INLET/OUTLET OF THE VALVE OR PUMP.

40. USE ECCENTRIC REDUCING FITTINGS OR COUPLINGS WHERE REQUIRED TO PREVENT THE POCKETING OF LIQUIDS.

41. PROVIDE UNION OR FLANGE AT PIPE CONNECTIONS TO COILS, EQUIPMENT, ETC. AND AT LOCATIONS SHOWN ON PLANS OR IN

DETAILS. PROVIDE UNION OR FLANGE BETWEEN EQUIPMENT AND CONTROL VALVES.

42. PROVIDE PEET'S PLUGS (PT PLUGS) AT THE INLET AND OUTLET OF ALL HYDRONIC EQUIPMENT WHERE THERMOMETERS ARE NOT

SHOWN.

43. PROVIDE DIELECTRIC UNIONS BETWEEN FERROUS AND NON FERROUS PIPE AND FITTINGS.

44. PIPE INSULATION SHALL BE GLASS FIBER, PREFORMED WITH A THERMOSETTING RESIN SUITABLE FOR MAXIMUM TEMPERATURE UP

TO 850 deg F IN ACCORDANCE WITH ASTM C411. COMPLY WITH ASTM C547. TYPE I, GRADE A WITH FACTORY APPLIED ASJ.

(FIRE/SMOKE 25/50). ASJ: WHITE, KRAFT PAPER, FIBERGLASS REINFORCED SCRIM WITH ALUMINUM FOIL BACKING COMPLYING WITH

ASTM C1136 TYPE I. COMBINED CHILLED WATER/HEATING HOT WATER PIPING INSULATION BASED UPON HEATING HOT WATER

SUPPLY AND RETURN 200 deg F AND BELOW; 2 INCH THICK FOR NPS 2 INCH DIAMETER AND UNDER, 2-1/2 INCH THICK FOR NPS

2-1/2 INCH TO NPS 4 INCH DIAMETER AND 3 INCH THICK FOR NPS 5 INCH AND LARGER.

45. THERMOSTATS SHALL BE INSTALLED AS SHOWN ON PLANS. TYPICAL HEIGHT FOR MOUNTING SHALL BE 48" AFF TO BOTTOM OF T-

STAT, UNLESS OTHERWISE NOTED. DO NOT INSTALL T-STAT WITHIN TWO(2) FEET OF DIMMING LIGHT SWITCH. INDICATED SHALL BE

MEASURED AND BALANCED TO WITHIN 10% OF THE FLOW VALUES INDICATED ON THE DRAWINGS. FAN RPMS, AND VOLUME

DAMPERS SHALL BE ADJUSTED AS REQUIRED TO ACHIEVE FLOW BALANCE. NEBB OR AABC CERTIFIED BALANCE REPORTS SHALL

BE SUBMITTED TO THE ENGINEER AT THE COMPLETION OF THE PROJECT. THE COST OF THE BALANCING SHALL BE INCLUDED IN

THE MECHANICAL CONTRACTOR BID.

46. ALL AUTOMATIC TEMPERATURE CONTROLS ARE THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR.

47. CONTRACTOR SHALL NOT CUT, DRILL OR POWDER NAIL INTO ANY EXISTING OR NEW STRUCTURAL MEMBER OR ASSEMBLY WITHOUT

PRIOR WRITTEN AUTHORIZATION FROM A LICENSED STRUCTURAL ENGINEER AND THE BUILDING OWNER. THIS INCLUDES CORE

DRILLING ANY CONCRETE WALL OR FLOOR SLAB.

48. ALL MECHANICAL EQUIPMENT SHALL BE HUNG OR SUPPORTED WITH VIBRATION ISOLATING HANGERS OR PADS. NO VIBRATION

SHALL BE TRANSMITTED TO THE STRUCTURE.

49. COMBUSTION AIR INTAKE AND EXHAUST FLUES SHALL HAVE 10'-0" HORIZONTAL OR 3'-0" VERTICAL SEPARATION.

50. PROVIDE UL LISTED FIRE DAMPERS AT PENETRATIONS OF FIRE RATED WALLS AND CEILINGS.

51. A MANUFACTURER'S AUTHORIZED REPRESENTATIVE SHALL PROVIDE START-UP SUPERVISION AND TRAINING OF OWNER'S

PERSONNEL IN THE PROPER OPERATION AND MAINTENANCE OF ALL EQUIPMENT.

52. COORDINATE VOLTAGE AND PHASE OF EACH PIECE OF EQUIPMENT WITH ELECTRICAL CONTRACTOR BEFORE ORDERING.

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 2025 ©

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

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

.2

C D

G

B S

P S

H

IG

H S

C H

O O

L R

E N

O V

A T

IO

N

S /2

.2

C

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-B S

P S

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IG

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P .r v t

/2

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M

HIGH SCHOOL MISC.

PROJECTS

BERRIEN SPRINGS

PUBLIC SCHOOLS

BERRIEN SPRINGS, MICHIGAN

Project Number

MECHANICAL

SPECIFICATIONS

M0.1

PTAC-1

T

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 2025 ©

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

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

.2

C D

G

B S

P S

H

IG

H S

C H

O O

L R

E N

O V

A T

IO

N

S /2

.2

C

D G

-B S

P S

H

IG

H S

C H

O O

L R

E N

O V

A T

IO

N

S

M E

P .r v t

/2

/2

:5 :1

P

M

HIGH SCHOOL MISC.

PROJECTS

BERRIEN SPRINGS

PUBLIC SCHOOLS

BERRIEN SPRINGS, MICHIGAN

Project Number

C - GREENHOUSE

TO STORAGE

MECHANICAL PLAN

M1.0-C

MECHANICAL KEYED NOTES

1 NEW CEILING TO BE INSTALLED. RE-ALIGN EXISTING SUPPLY AIR DIFFUSER

TO FIT IN NEW GRID. MODIFY DUCTWORK AS NECESSARY.

2 NEW CEILING TO BE INSTALLED. RE-ALIGN EXISTING RETURN AIR GRILLE

TO FIT IN NEW GRID. MODIFY DUCTWORK AS NECESSARY.

3 NEW CEILING TO BE INSTALLED. RE-ALIGN EXISTING EXHAUST AIR GRILLE

TO FIT IN NEW GRID. MODIFY DUCTWORK AS NECESSARY.

4 CONTRACTOR SHALL PROVIDE PRE-CONSTRUCTION TEST AND BALANCE

PRIOR TO STARTING WORK. EXISTING DIFFUSER OR GRILLE TO MATCH

EXISTING FLOW.

5 ROUTE NEW 6" DIAMETER RETURN AIR DUCT FROM NEW RETURN AIR

GRILLE AND CONNECT INTO EXISTING RETURN AIR DUCT MAIN IN OFFICE

AREA.

6 ROUTE NEW 6" DIAMETER SUPPLY AIR DUCT FROM NEW SUPPLY AIR

DIFFUSER AND CONNECT INTO EXISTING SUPPLY AIR DUCT MAIN IN OFFICE

AREA.

7 ROUTE NEW 8" DIAMETER RETURN AIR DUCT FROM NEW RETURN AIR

GRILLE AND CONNECT INTO EXISTING RETURN AIR DUCT MAIN IN OFFICE

AREA.

8 ROUTE NEW 8" DIAMETER SUPPLY AIR DUCT FROM NEW SUPPLY AIR

DIFFUSER AND CONNECT INTO EXISTING SUPPLY AIR DUCT MAIN IN OFFICE

AREA.

0 4' 8'2' 1/8" = 1'-0"M1.0-C

1 FIRST FLOOR MECHANICAL PLAN

PTAC SCHEDULE

MARK MANUFACTURER MODEL SUPPLY AIRFLOW (CFM) OUTDOOR AIRFLOW (CFM) COOLING CAPACITY (BTUH) HEATING CAPACITY (BTUH) HEATER SIZE (KW) V/PH/HZ FUSE SIZE (AMPS) MCA WEIGHT(LBS) REMARKS

PTAC-1 FRIEDRICH PVH12K3FC 750 HIGH / 560 LOW 52 CFM 6100 MIN / 15,500 MAX 6000 MIN / 14,000 MAX 3.5 208/230/1/60 20 19.9 136 1,2,3,4

NOTES:

1 FRESHAIRE HEATPUMP UNIT WITH INVERTER VARIABLE CAPACITY COMPRESSOR

2 PROVIDE WITH VRPX THERMOSTAT, POWER CORD, WALL SLEEVE AND CONDENSATE DRAIN KIT

3 NOMINAL SIZE: 16" H x 42" W x 21" D

4 ACCEPTABLE EQUALS AMANA AND LG

1 2

RG-1

100 CFMSD-1

100 CFM

RG-1

100 CFM

RG-1

210 CFM

SD-1

210 CFM

7 4 8

RETURN OR EXHAUST GRILLE

REFER TO SCHEDULE FOR

TYPE AND SIZE

M

IN

RETURN OR EXHAUST AIR

GRILLE PLENUM BOOT.

MATCH GRILLE SIZE. PAINT

INTERIOR OF PLENUM FLAT

BLACK

CEILING

MAX. 60" FLEX DUCT -

SUPPORT WITHOUT

SAGS OR KINKS

NYLON TIE-WRAP OR

SS DRAW BAND

CONCENTRIC FITTING

SUPPLY AIR DIFFUSER

REFER TO SCHEDULE FOR

TYPE AND SIZE

CEILING

NYLON TIE-WRAP OR

SS DRAW BAND

MINIMUM ONE DUCT DIAMETER

LENGTH RIGID DUCT. EXTEND

AS NECESSARY TO MATCH

BRANCH DUCT ELEVATION

SMOOTH RADIUS EBLOW

MATCHING DIFFUSER

THROAT SIZE

MAX. 60" FLEX DUCT -

SUPPORT WITHOUT

SAGS OR KINKS

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 2025 ©

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

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

.2

C D

G

B S

P S

H

IG

H S

C H

O O

L R

E N

O V

A T

IO

N

S /2

.2

C

D G

-B S

P S

H

IG

H S

C H

O O

L R

E N

O V

A T

IO

N

S

M E

P .r v t

/2

/2

:5 :1

P

M

HIGH SCHOOL MISC.

PROJECTS

BERRIEN SPRINGS

PUBLIC SCHOOLS

BERRIEN SPRINGS, MICHIGAN

Project Number

D - COUNSELING

MECHANICAL PLAN

M1.0-D

MECHANICAL KEYED NOTES

1 NEW CEILING TO BE INSTALLED. RE-ALIGN EXISTING SUPPLY AIR DIFFUSER

TO FIT IN NEW GRID. MODIFY DUCTWORK AS NECESSARY.

2 NEW CEILING TO BE INSTALLED. RE-ALIGN EXISTING RETURN AIR GRILLE

TO FIT IN NEW GRID. MODIFY DUCTWORK AS NECESSARY.

3 NEW CEILING TO BE INSTALLED. RE-ALIGN EXISTING EXHAUST AIR GRILLE

TO FIT IN NEW GRID. MODIFY DUCTWORK AS NECESSARY.

4 CONTRACTOR SHALL PROVIDE PRE-CONSTRUCTION TEST AND BALANCE

PRIOR TO STARTING WORK. EXISTING DIFFUSER OR GRILLE TO MATCH

EXISTING FLOW.

5 ROUTE NEW 6" DIAMETER RETURN AIR DUCT FROM NEW RETURN AIR

GRILLE AND CONNECT INTO EXISTING RETURN AIR DUCT MAIN IN OFFICE

AREA.

6 ROUTE NEW 6" DIAMETER SUPPLY AIR DUCT FROM NEW SUPPLY AIR

DIFFUSER AND CONNECT INTO EXISTING SUPPLY AIR DUCT MAIN IN OFFICE

AREA.

7 ROUTE NEW 8" DIAMETER RETURN AIR DUCT FROM NEW RETURN AIR

GRILLE AND CONNECT INTO EXISTING RETURN AIR DUCT MAIN IN OFFICE

AREA.

8 ROUTE NEW 8" DIAMETER SUPPLY AIR DUCT FROM NEW SUPPLY AIR

DIFFUSER AND CONNECT INTO EXISTING SUPPLY AIR DUCT MAIN IN OFFICE

AREA.

0 4' 8'2' 1/8" = 1'-0"M1.0-D

1 FIRST FLOOR MECHANICAL PLAN

SCALE: NONEM1.0-D

2 RETURN/EXHAUST AIR DETAIL

SCALE: NONEM1.0-D

3 SUPPLY AIR DIFFUSER DETAIL

Grilles, Registers, Diffusers

Mark Description Manufacturer Model Material Finish Installation Border Application Face or Module Size Notes

RG-1 Eggcrate Return Grille Titus 50F Aluminum White Enamel Ceiling Installation Lay-In Full Face 24x24 12"x12" Neck Size

SD-1 Ceiling Diffuser Titus TMSA-AA Aluminum White Enamel Ceiling Installation Lay-In Full Face 24x24 8" Diameter Neck

ELECTRICAL ABBREVIATION LIST

ABBREVIATION DESCRIPTION

A

AF

AFCI

A.F.F.

AIC

AL

AR

AT

ATS

AUX

BKR

BPS

C

CB

CKT

CT

DEMO

DIM

DISC

DP

DS

DWG

EBU

EC

ELEC

EM/ EMERG

EMT

EO

EPO

EWC

EXIST

EXT

FA

FLA

FLR

FOH

FSEC

FU

G/GRD/EG

GFCI

GFP

HOA

HP

HV

HZ

IG

JB

KV

KVA

KW

KWH

LA

LP

LDP

AMPERES

AMPERES FRAME (BREAKER RATING)

ARC FAULT CIRCUIT INTERRUPTER

ABOVE FINISH FLOOR

AMPS INTERRUPTING CAPACITY

AUDIENCE LEFT

AUDIENCE RIGHT

AMPERS TRIP (BREAKER SETTING)

AUTOMATIC TRANSFER SWITCH

AUXILIARY

BREAKER

BOLTED PRESSURE SWITCH

CONDUIT

CIRCUIT BREAKER

CIRCUIT

CURRENT TRANSFORMER

DEMOLITION

DIMENSION

DISCONNECT

DISTRIBUTION PANEL

DOWNSTAGE

DRAWING

EMERGENCY BATTERY UNIT

ELECTRICAL CONTRACTOR

ELECTRICAL

EMERGENCY

ELECTRICAL METALLIC TUBING

ELECTRICALY OPERATED

EMERGENCY POWER OFF

ELECTRIC WATER COOLER

EXISTING

EXTERIOR

FIRE ALARM

FULL LOAD AMPS

FLOOR

FRONT OF HOUSE

FOOD SERVICE EQUIPMENT

FUSE

GROUND

GROUND FAULT CIRCUIT INTERRUPTER

GROUND FAULT PROTECTION

HAND-OFF-AUTO

HORSEPOWER

HIGH VOLTAGE

HERTZ

ISOLATED GROUND

JUNCTION BOX

KILOVOLT

KILOVOLT - AMPERES

KILOWATT

KILOWATT - HOURS

LIGHTING ARRESTOR

LIGHTING PANEL

LIGHTING DISTRIBUTION PANEL

MAX

MCB

MCC

MDP

MECH

MIN

MISC.

MLO

MTD

MTG

MTR

N

NC

NEC

NF

NIC

NL

NO

NTS

OC

OFCI

OFOI

P

PB

PH

PT

PDP

RECEPT.

RCP

RDP

RP

RSC

SCHED

SW

SWBD

SWGR

TB

TELECOM

TR

TTP

TYP

UNO

US

V

W

WG

WP

XFMR

XP

(E)

(R)

MAXIMUM

MAIN CIRCUIT BREAKER

MOTOR CONTROL CENTER

MAIN DISTRIBUTION PANEL

MECHANICAL

MINIMUM

MISCELLANEOUS

MAIN LUGS ONLY

MOUNTED

MOUNTING

MOTOR

NEUTRAL

NORMALLY CLOSED

NATIONAL ELECTRICAL CODE

NON-FUSIBLE

NOT IN CONTRACT

NIGHT LIGHT

NORMALLY OPEN

NOT TO SCALE

ON CENTER

OWNER FURNISHED,

CONTRACTOR INSTALLED

OWNER FURNISHED,

OWNER INSTALLED

POLE

PUSHBUTTON STATION

PHASE

POTENTIAL TRANSFORMER

POWER DISTRIBUTION PANEL

RECEPTACLE

RECEPTACLE

RECEPTACLE DISTRIBUTION PANEL

RECEPTACLE PANEL

RIGID STEEL CONDUIT

SCHEDULE

SWITCH

SWITCHBOARD

SWITCHGEAR

TERMINAL BOX

TELECOMMUNICATIONS

TAMPER RESISTANT

TELEPHONE TERMINAL BACKBOARD

TYPICAL

UNLESS OTHERWISE NOTED

UPSTAGE

VOLTS

WIRE OR WATTS

WIRE GUARD

WEATHERPROOF

TRANSFORMER

EXPLOSION PROOF

EXISTING

RELOCATED

ABBREVIATION DESCRIPTION

EXIT FIXTURE-BACK

MOUNTED BOTTOM OF EXIT

SIGN TO BE 4" ABOVE TOP OF

DOOR FRAME

EXIT

EXIT

1'

EXIT

A/C SUPPLY

DIFFUSER

90" MAX (IBC)

0' - 5"

EXIT-CEILING MOUNTED

EXIT-FIXTURE END

MOUNTED

NFPA 72 AUDIBLE APPLIANCE 6" MIN

BELOW FINISHED CEILING

EMERGENCY

BATTERY

FIXTURE

ABOVE FINISHED FLOOR

AUDIBLE 80" MIN (IBC)

CEILING HEIGHTS LESS THEN 86" VISUAL

LENS MOUNTING HEIGHT WILL BE WITHIN 6"

OF THE CEILING

FINISHED CEILING

AUDIO/VISUAL &

VISUAL ONLY

DEVICES

SYNCHRONIZE MORE THAN

TWO APPLIANCES IN ANY

FIELD OF VIEW

MANUAL PULL STATION

AUDIBLE

ONLY

DOOR WIDTH LESS THEN 3'-0"

(MOD…