Addendum #3.pdf

Addendum No. 3

High School MISC Projects Berrien Springs Public Schools

March 17, 2025

This addendum forms a part of the Contract Documents and modifies the original Bidding Documents (PROJECT MANUAL dated 27 February 2025). Please acknowledge receipt of this Addendum when submitting your bid. This Addendum has been distributed to the plan holders of record only. It is the bidder’s responsibility to distribute Addendum information to subcontractors and material suppliers. This Addendum reflects modifications from the Owner, Architect, and Bidders.

ATTACHMENTS

• A1.0-C

GENERAL / CLARIFICATION

1. The greenhouse floor drain, as shown on sheet A1.0-C in detail #1 & #2, shall be infilled. The floor shall be leveled with self-leveling compound, and prepared for carpet.

2. GC shall pull permit for construction work for this project.

3. Addendum #1 specifies that payments for doors and frames must be listed separately from other work in future pay applications. BSPS is financing grant funding for this portion of the work. This does not affect the substantial completion or start date of the project.

SPECIFICATIONS

• None

DRAWING SHEETS

• A1.0-C

END OF ADDENDUM NO. 2

9' - 0"

A2.0-C

EXISTING

A1.0-C

A1.0-C

A1.0-C

A2.0-C

A2.0-C

RENOVATION OF

GREENHOUSE

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

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C U s e rs

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A

M

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

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.

2 ADDENDUM 3 3-17-2025