DAVIS MIDDLE SCHOOL - WINDOW REPLACEMENT

HILLSDALE COMMUNITY SCHOOLS

HILLSDALE, MICHIGAN

100% CD SET

10/06/2025

DATE:

SCALE:

THE REPRODUCTION, COPYING OR OTHER

USE OF THIS DRAWING WITHOUT WRITTEN

CONSENT IS PROHIBITED.

© 2023 WIGHTMAN & ASSOCIATES, INC.

JOB No.

REVISIONS

PROJECT NAME:

www.gowightman.com

WIGHTMAN

2303 PIPESTONE RD.

269.927.0100

BENTON HARBOR, MI. 49022

12" = 1'-0"

Autodesk Docs://Hillsdale CS Window Replacement/234319_Hillsdale CS Window Replacement.rvt

10/2/2025 2:22:24 PM

COVER SHEET

G001

11/19/2024

30 N. West Street Hillsdale, Michigan 49242

Hillsdale Community Schools

Davis Middle School - Window Replacement

234319

30 South Norwood Avenue, HIllsdale, MI. 49242

.ARCHITECTURAL.

A001 ARCHITECTURAL SYMBOLS & ABBREVIATIONS

AD101 GROUND FLOOR DEMOLITION PLAN

AD102 FIRST FLOOR DEMOLITION PLAN

AD103 SECOND FLOOR DEMOLITION PLAN

AD200 EXTERIOR DEMOLITION ELEVATIONS

A100 GROUND FLOOR PLAN

A101 FIRST FLOOR PLAN

A102 SECOND FLOOR PLAN

A200 EXTERIOR ELEVATIONS

A500 DETAILS, DOOR PANEL AND FRAME TYPES

INDEX OF DRAWINGS

.GENERAL.

G001 COVER SHEET

BUILDING

LOCATION

1 ISSUE FOR BID 10/6/2025

jramos Image

ARCHITECTURAL SYMBOLS

XX. X. XX

CASEWORK ELEVATION

DOOR NUMBER

EXTERIOR WINDOW /

CURTAIN WALL NUMBER

WALL TYPE

A110

A124

APC-1

9' - 0"

CEILING TYPE

CEILING HEIGHT

CEILING TYPE

INTERIOR WINDOW

NUMBER

GENERAL SYMBOLS

SIM

XXX-XX

DETAIL NUMBER

SHEET NUMBER

CROSS REFERENCE

WALL SECTION

SIMILAR OR TYPICAL

REFERENCE

DETAIL REFERENCE

BUILDING SECTION

SHEET NOTE

COLUMN GRID LINE

ROOM NUMBER/NAME

REVISION NUMBER

EARTH

GRAVEL

SAND

CONCRETE

PRECAST CONCRETE

STEEL

STONE

CONCRETE MASONRY UNIT

BRICK VENEER

STEEL (LARGE SCALE)

LEVEL XX

XXX'-XX"

LEVEL ELEVATION

GYM FLOOR

WOOD

(CONTINUOUS BLOCKING)

WOOD

(NON-CONTINUOUS BLOCKING)

WOOD (TRIM/FINISH)

GLASS

SHINGLES

PLYWOOD (LARGE SCALE)

GYPSUM WALL BOARD

BLANKET INSULATION

RIGID INSULATION

SPRAY FOAM INSULATION

MINERAL WOOL INSULATION

PROTECTION BOARD

CARPET (LARGE SCALE)

ACOUSTIC TILE (LARGE SCALE)

TILE (LARGE SCALE)

XX

REFERENCE KEYNOTE

XX A4.XX BUILDING ELEVATION

INTERIOR ELEVATION

100'-0"

TYP FF EL=

100'-0"

FINISH FLOOR

ELEVATION

SPOT ELEVATION

X

A101

Ref

R ef

R ef

Ref

XX

XXX

ROOM NAME

XX

XXX

DATE:

SCALE:

THE REPRODUCTION, COPYING OR OTHER

USE OF THIS DRAWING WITHOUT WRITTEN

CONSENT IS PROHIBITED.

© 2023 WIGHTMAN & ASSOCIATES, INC.

JOB No.

REVISIONS

PROJECT NAME:

www.gowightman.com

WIGHTMAN

2303 PIPESTONE RD.

269.927.0100

BENTON HARBOR, MI. 49022

1/8" = 1'-0"

Autodesk Docs://Hillsdale CS Window Replacement/234319_Hillsdale CS Window Replacement.rvt

10/2/2025 2:22:24 PM

ARCHITECTURAL

SYMBOLS &

ABBREVIATIONS

A001

11/19/2024

30 N. West Street Hillsdale, Michigan 49242

Hillsdale Community Schools

Davis Middle School - Window Replacement

234319

30 South Norwood Avenue, HIllsdale, MI. 49242

A/E ARCHITECT/ENGINEER

AB AIR BARRIER

ABS ASBESTOS

ACC ADA ACCESSIBLE

ACR ACRYLIC

ACT ACOUSTIC CEILING TILE

AD ACCESS DOOR

ADJ ADJUSTABLE

ADJT ADJACENT

ADMIN ADMINISTRATION

AEC AUTOMATED EXTERNAL DEFIBRILLATORS

AL ALUMINUM

ALUM ALUMINUM

AP ACCESS PANEL

APC ACOUSTIC PANEL CEILING

ASPH ASPHALT

AUTO AUTOMATIC

AVG AVERAGE

AWP ACOUSTIC WALL PANEL

ACS ADULT CHANGING STATION

B.O. BOTTOM OF

BCS BABY CHANGING STATION

BD BOARD

BLK BLOCK

BLKG BLOCKING

BLKHD BULKHEAD

BM(S) BEAM(S)

BOT BOTTOM

BRDG BRIDGING

BRG BEARING

BRKT BRACKET

BT BATHTUB

BTWN BETWEEN

CAB CABINET

CBD CHALKBOARD

CER CERAMIC

CF CUBIC FEET

CFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED

CFMF COLD-FORMED METAL FRAMING

CG CLEAR FLOAT GLASS

CI CAST IRON

CIG CLEAR INSULATING GLASS

CIP CAST IN PLACE

CJ CONTROL JOINT

CJA CONTROL JOINT ABOVE

CLO CLOSET

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

COM COMMON

COMB COMBINATION

COMM COMMUNICATIONS

COMPR COMPRESSIBLE

CONF CONFERENCE

CONFIG CONFIGURATION

CORR CORRIDOR

CP COVER PLATE

CPT CARPET

CR CHAIR RAIL

CS COUNTERSINK

CSTJ CONSTRUCTION JOINT

CSWK CASEWORK

CT CERAMIC TILE

CTG CLEAR TEMPERED FLOAT GLASS

CTIG CLEAR TEMPERED INSULATING GLASS

CU COPPER

CU COMBINATION UNIT

CV CONDOM VENDOR

CY CUBIC YARD

CYL CYLINDER

DB DECIBEL

DBL DOUBLE

DC DUST COLLECTOR

DEPR DEPRESS(ION)(ED)

DEPT DEPARTMENT

DET DETENTION

DF DRINKING FOUNTAIN

DG DOOR GRILLE

DIAG DIAGONAL

DPFG DAMPROOFING

DR DOOR

DSN DOWNSPOUT NOZZLE

DW DISHWASHER

DWL(S) DOWEL(S)

DWR DRAWER

EB EXPANSION BOLT

EE EACH END

EEW EMERGENCY EYE WASH

EEWS EMERGENCY EYE WASH SHOWER

EFF EFFICIENCY

EJ EXPANSION JOINT

ELAS ELASTOMERIC

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

ENTR ENTRANCE

ERF EPOXY RESIN FLOORING

EUI ENERGY USE INTENSITY

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXP EXPANSION

EXP EXPOSED

F FABRIC

F.O. FACE OF

FAB FABRICATE(D)

FB FACE BRICK

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIG FIGURE

FIX FIXTURE

FLASH FLASHING

FLEX FLEXIBLE

FLG FLOORING

FLM FULL LENGTH MIRROR

FLUOR FLUORESCENT

FO FINISH OPENING

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FOW FACE OF WALL

FP FIREPROOFING

FR FIRE RESISTANT

FRP FIBERGLASS REINFORCED PANEL

FRT FIRE RESISTANCE TREATED

FS FLOOR SINK

FSS FOLDING SHOWER SEAT

FTG FOOTING

FVC FIRE VALVE CABINET

FWC FABRIC WALL COVERING

G GROUT

GA GAUGE

GAL GALLON

GALV GALVANIZED

GB GRAB BAR

GD GARBAGE DISPOSAL

GEN GENERAL

GFA GROSS FLOOR AREA

GL GLUE LAMINATED

ARCHITECTURAL ABBREVIATIONS

# NUMBER

& AND

@ AT

ADA AMERICANS WITH DISABILITY ACT

ADDN ADDITION OR ADDITIONAL

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHJ AUTHORITY HAVING JURISDICTION

ALT ALTERNATE

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPROX APPROXIMATE

ARCH ARCHITECTURAL

BLDG BUILDING

BSMT BASEMENT

CL CENTER LINE

CLG CEILING

CM CENTIMETER

CONC CONCRETE

CONN(S) CONNECTION(S)

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACT(OR)

CTR CENTER

D DEPTH

DEG DEGREE

DEMO DEMOLISH OR DEMOLITION

DIA DIAMETER

DIM DIMENSION

DIV SPECIFICATION DIVISION

DN DOWN

DTL DETAIL

DWG(S) DRAWING(S)

E EAST

EA EACH

EC ELECTRICAL CONTRACTOR

EL ELEVATION

ELEC ELECTRICAL

ENG ENGINEER

EQ EQUAL

EQUIP EQUIPMENT

EQUIV EQUIVALENT

EXST EXISTING

EXT EXTERIOR

FIN FINISHED

FL FLOOR

FT FEET

FUT FUTURE

GC GENERAL CONTRACTOR

GOVT GOVERNMENT

H HEIGHT

HORIZ HORIZONTAL

HT HEIGHT

i.e. THAT IS

IBC INTERNATIONAL BUILDING CODE

IN INCH

INT INTERIOR

LB(S) POUND(S)

M THOUSAND

M METER

MAX MAXIMUM

MC MECHANICAL CONTRACTOR

MECH MECHANICAL

MEZZ MEZZANINE

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MM MILLIMETER

N NORTH

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NTS NOT TO SCALE

OC ON CENTER

OPP OPPOSITE

OVHD OVERHEAD

PAR PARALLEL

PENT PENTHOUSE

PLYWD PLYWOOD

QTY QUANTITY

REQ(D) REQUIRE(D)

REV REVISION(S)

RM ROOM

RND ROUND

S SOUTH

SCHED SCHEDULE

SECT SECTION

SHT SHEET

SIM SIMILAR

SPEC SPECIFICATION(S)

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SYM SYMETRICAL

TEMP TEMPORARY

TYP TYPICAL

UNEX UNEXCAVATED

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

W WEST

W/ WITH

W/O WITHOUT

GENERAL ABBREVIATIONS

GMP GUARANTEED MAXIMUM PRICE

GR GUARD RAIL

GR GRADE

GRS GALVANIZED RIGID STEEL

GWB GYPSUM WALL BOARD

GYP GYPSUM

HC HOLLOW CORE

HD HAND DRYER, PROVIDE STAINLESS STEEL WALL GUARD

BELOW

HDF HIGH DENSITY FIBERBOARD

HDR HEADER

HDWD HARDWOOD

HDWR HARDWARE

HM HOLLOW METAL

HR HOUR

HR HANDRAIL

HS HARDWARE SET

HSS HOLLOW STRUCTURAL SHAPE

HVAC HEATING VENTILATING AND AIR CONDITIONING

GL GLASS

IAW IN ACCORDANCE WITH

ID INSIDE DIAMETER

IF INSIDE FACE

IIP INSULATED INFILL PANEL GLASS

IJ ISOLATION JOINT

IJS IN JOIST SPACE

INC INCLUDE(ING)

INSUL INSULATION

JAN JANITOR

JBE JOIST BEARING ELEVATION

JCT JUNCTION

JFB JOINT FILLER BOARD

JST JOIST

JT JOINT

KCJ KEYED CONSTRUCTION JOINT

KD KNOCKDOWN

KH KITCHEN HOOD

KIT KITCHEN

L ANGLE

LAB LABORATORY

LAM LAMINATED

LAV-1 LAVATORY - UNDERMOUNT

LAV-2 LAVATORY - WALL MOUNT

LBR LUMBER

LDG LOADING

LF LINEAR FOOT

LG LENGTH (LONG)

LG LAMINATED GLASS

LIN LINEAR

LINO LINOLEUM

LKR LOCKER

LOC LOCATION

LONG LONGITUDINAL

LSC LIFE SAFETY CODE

LTG LIGHTING

LV LOUVER

LVT LUXURY VINYL TILE

MAG MAGNETIC

MAINT MAINTENANCE

MAN MANUAL

MAS MASONRY

MATL MATERIAL

MB MOP BASIN

MBD MARKER BOARD

MBH MOP/BROOM HOLDER

MC MEDICINE CABINET

MEMB MEMBRANE

MH MANHOLE

MR/S MIRROR WITH SHELF

MTD MOUNTED

MTG MOUNTING

MUL MULLION

NC NOISE CRITERIA

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NOM NOMINAL

O to O OUT TO OUT

OA OVERALL

OFCI OWNER FURNISHED CONTRACTOR INSTALLED

OFF OFFICE

OFOI OWNER FURNISHED OWNER INSTALLED

OH OPPOSITE HAND

OPG(S) OPENING(S)

OSHA OPERATIONAL SAFETY AND HEALTH ADMINISTRATION

OTB OPEN TO BELOW

OVFL OVERFLOW

P PAINT

PAN B PANIC BOLT

PB PARTICLE BOARD

PC PRECAST CONCRETE

PCD PAPER CUP DISPENSER

PCT PORCELAIN CERAMIC TILE

PD PANIC DEVICE

PERF PERFORATED

PERP PERPENDICULAR

PG PATTERN GLASS

PIC PORTABLE INSTRUMENT CONNECTION

PIG PATTERN INSULATING GLASS

PL PLATE

PL PROPERTY LINE

PL PLASTIC LAMINATE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PR PAIR

PREFAB PREFABRICATED

PROJ PROJECT(OR) (ION)

PS PROJECTION SCREEN

PT POINT

PT POINT OF TANGENCY

PTD-1 PAPER TOWEL DISPENSER - MINI

PTD-2 PAPER TOWEL DISPENSER - STANDARD

PTN PARTITION

PVC POLYVINYL CHLORIDE

PWL SOUND POWER LEVEL

SC SHARPS DISPOSAL CONTAINER

QT QUARRY TILE

QTR RND QUARTER ROUND

R RISER

RAD RADIUS

RB RUBBER BASE

RC REMOTE CONTROL

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REF REFERENCE

REFL REFLECTED

REM REMOVABLE

RESIL RESILIENT

RF RESILIENT FLOORING

RF RUBBER FLOOR

RFM RECESSED FLOOR MAT

RH ROBE HOOK

RI&C ROUGH IN AND CONNECT

S SINK

SAT SPRAYED ACOUSTIC TREATMENT

SAW SOUND ABSORBING WALL UNITS

SB SPLASH BLOCK

SC SOLID CORE

SC SHOWER CURTAIN

SCD SEAT COVER DISPENSER

SCH SHOWER CURTAIN HOOK

SCR SHOWER CURTAIN ROD

SCT STRUCTURAL CLAY TILE

SD TOUCHLESS SOAP DISPENSER

SECY SECRETARY

SF SQUARE FEET

SG SPANDREL GLASS w/ BACKPAN

SGL SINGLE

SH SHOWER

SHM SECURITY HOLLOW METAL

SLNT SEALANT

SM SHEET METAL

SND SANITARY NAPKIN DISPOSAL

SNV SANITARY NAPKIN VENDOR

SPL SOUND PRESSURE LEVEL

SQ SQUARE

SSA STORM SHELTER AREA

SSM SOLID SURFACE

SSS STAINLESS STEEL SHELF

SST STAINLESS STEEL

ST STONE

ST STAIR

STAG'D STAGGERED

STC SOUND TRANSMISSION CLASS

STGR STRINGER

SUBFL SUBFLOOR

SURF SURFACE

SUSP SUSPENDED

SVF SHEET VINYL FLOORING

T TREAD

T&G TONGUE AND GROOVE

T.O. TOP OF

TAN TANGENT

TB TOWEL BAR

TBD TACK BOARD

TCP TOILET COMPARTMENT PARTITION

TERR TERRAZZO

TFG TINTED FLOAT GLASS

TG TEMPERED GLASS

TH THRESHOLD

THK THICK(NESS)

TI TENANT IMPROVEMENT

TIG TINTED INSULATING GLASS

TMR TILT MIRROR UNIT

TOIL TOILET

TOP TOP OF PAVING

TRANS TRANSVERSE

TT TERRAZZO TILE

TTD TOILET TISSUE DISPENSER (SURFACE)

TTG TINTED TEMPERED FLOAT GLASS

TTIG TINTED TEMPERED INSULATING GLASS

TW TACK WALL

UL UNDERWRITERS LABORATORIES

UR URINAL

US UTILITY SHELF

UTIL UTILITY

VB VAPOR BARRIER

VB VINYL BASE

VCB VENTED COVE BASE

VF VINYL FLOOR

VOC VOLITILE ORGANIC COMPOUND

VOL VOLUME

VP VENEER PLASTER

VT VINYL TILE

VWC VINYL WALL COVERING

SEIG SATIN-ETCHED INSULATING GLASS

W WIDE

WB WALL BASE

WC WATER CLOSET

WC WALL COVERING

WCL WATER CLOSET/LAVATORY COMBINATION

WD WOOD

WDF WOOD FLOORING

WDW WINDOW

WI WROUGHT IRON

WOM WALK OFF MAT

WR WASTE RECEPTACLE

WRB WEATHER RESISTANT BARRIER

WW WARM WHITE

WWF WELDED WIRE FABRIC

YD YARD

1 ISSUE FOR BID 10/6/2025

UP

UP

DM2

DM6

DM6DM6DM6DM6 DM6

DM6

DM6

DM6

DM6

DM6

DM6

DM6

DM6

DM6

DM4

DM10

DM10 DM10

DM10 DM10 DM10

DM10

DM10

DM10

DM10

DM10

DM10

DM10

DM10

DM10

DM2

DEMOLITION GENERAL NOTES

THE CONTRACTOR SHALL:

A. COORDINATE ALL DEMOLITION AND PHASING EFFORTS WITH THE

ARCHITECT AND OWNER’S REPRESENTATIVE. EVERY EFFORT

SHALL BE MADE TO MINIMIZE DISRUPTION OF OWNER’S

OPERATIONS. EXCESSIVE NOISE OR VIBRATION SHALL BE PRE-

APPROVED AND COORDINATED WITH THE OWNER’S

REPRESENTATIVE. IN ALL CASES, PROVISIONS SHALL BE MADE

FOR USER’S SAFETY.

B. COORDINATE ANY DISRUPTION OF UTILITY SERVICES WITH THE

OWNER AND AS SPECIFIED.

C. CONSTRUCT TEMPORARY CONSTRUCTION PARTITIONS WITHIN

THE EXISTING BUILDING WHICH OFFER A ONE-HOUR ENCLOSURE

TO ISOLATE ANY DEMOLITION/CONSTRUCTION WORK FROM THE

GENERAL PUBLIC AND AS DEEMED NECESSARY BY THE OWNER

AND CODE OFFICIAL HAVING JURISDICTION. COORDINATE

LOCATIONS WITH THE OWNER AND MAINTAIN MEANS OF EGRESS

THROUGHOUT THE WORK.

D. MAINTAIN A SECURE, WEATHER-TIGHT ENCLOSURE AT ALL

TIMES.

E. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND

ELEVATIONS AND NOTIFY THE ARCHITECT OF ANY

DISCREPANCIES.

F. REMOVE IN THEIR ENTIRETY EXISTING DOORS, AND WINDOWS,

AS REQUIRED TO EXECUTE THE DEMOLITION/CONSTRUCTION

WORK DESCRIBED BY THE DRAWINGS.

G. THE OWNER SHALL RESERVE THE RIGHT TO SALVAGE ANY

MATERIALS.

H. PROVIDE PROTECTION FOR ALL EXISTING BUILDING MATERIALS

AND EQUIPMENT FROM DAMAGE DUE TO ANY DEMOLITION OR

CONSTRUCTION-RELATED INCIDENT PERFORMED UNDER THIS

CONTRACT.

I. REPAIR OR REPLACE ITEMS THAT ARE DAMAGED AS A RESULT

OF DEMOLITION OR CONSTRUCTION TO MATCH EXISTING FINISH

AND/OR CONDITION.

J. EXISTING MATERIALS SHALL NOT BE REUSED UNLESS NOTED

OTHERWISE OR AS AUTHORIZED BY ARCHITECT.

K. VERIFY AND MAINTAIN THE LOCATION OF EXISTING POWER,

COMMUNICATION AND DATA CABLES TO PREVENT

INTERRUPTION OF THEIR SERVICE.

L. WHERE CMU WALLS ARE INDICATED TO BE REMOVED, PREPARE

ADJACENT WALLS TO RECEIVE NEW PATCH/FINISH BY REMOVING

CMU IN TOOTH-IN PATTERN BOTH SIDES OF DEMOLITION FOR

CONTRACTOR TO TOOTH-IN NEW CMU PATCHES.

M. WHERE PLASTER/STUD WALLS ARE INDICATED TO BE REMOVED,

PREPARE ADJACENT WALLS TO RECEIVE NEW PATCH/FINISH BY

SAWCUTTING ADJACENT PLASTER FINISH A MINIMUM OF 1'-0"

BEYOND DEMOLITION.

DEMOLITION NOTES APPLY TO ALL DEMOLITION SHEETS.

KEYNOTES#

KEY PLAN

AC

B

DATE:

SCALE:

THE REPRODUCTION, COPYING OR OTHER

USE OF THIS DRAWING WITHOUT WRITTEN

CONSENT IS PROHIBITED.

© 2023 WIGHTMAN & ASSOCIATES, INC.

JOB No.

REVISIONS

PROJECT NAME:

www.gowightman.com

WIGHTMAN

2303 PIPESTONE RD.

269.927.0100

BENTON HARBOR, MI. 49022

As indicated

Autodesk Docs://Hillsdale CS Window Replacement/234319_Hillsdale CS Window Replacement.rvt

10/2/2025 2:22:25 PM

GROUND FLOOR

DEMOLITION PLAN

AD101

11/19/2024

30 N. West Street Hillsdale, Michigan 49242

Hillsdale Community Schools

Davis Middle School - Window Replacement

234319

30 South Norwood Avenue, HIllsdale, MI. 49242

N

SCALE: 1/8" = 1'-0"

GROUND FLOOR PLAN DEMOLITION

DM2 REMOVE EXISTING DOOR AND FRAME, IF

SALVAGING EXISTING DOORS FOR RE-USE,

COORDINATE STORAGE WITH THE OWNER.

PREPARE OPENING FOR NEW INSTALLATION

DM4 EXISTING DOOR TO REMAIN

DM6 REMOVE EXISTING WINDOW AND FRAME,

INCLUDING HARDWARE, AND ANCHORS. CLEAN

AND PATCH DAMAGED SURFACES, AND PAINT

EXISTING STEEL LINTEL WITH RUST-INHIBITING

PRIMER AND TWO FINISH COATS OF PAINT

BEFORE WINDOW INSTALLATION.

DM10 REMOVE EXISTING BREAK METAL SILL, AND

PREPARE FOR NEW INSTALLATION.

DN

DM6

DM6

DM6

DM6

DM6

DM6

DM6 DM6

DM2

DM6

DM6

DM10 DM10

DM10

DM10

DM10

DM10

DM10

DM10

DM10DM10

DM10

DM10

DM6

DEMOLITION GENERAL NOTES

THE CONTRACTOR SHALL:

A. COORDINATE ALL DEMOLITION AND PHASING EFFORTS WITH THE

ARCHITECT AND OWNER’S REPRESENTATIVE. EVERY EFFORT

SHALL BE MADE TO MINIMIZE DISRUPTION OF OWNER’S

OPERATIONS. EXCESSIVE NOISE OR VIBRATION SHALL BE PRE-

APPROVED AND COORDINATED WITH THE OWNER’S

REPRESENTATIVE. IN ALL CASES, PROVISIONS SHALL BE MADE

FOR USER’S SAFETY.

B. COORDINATE ANY DISRUPTION OF UTILITY SERVICES WITH THE

OWNER AND AS SPECIFIED.

C. CONSTRUCT TEMPORARY CONSTRUCTION PARTITIONS WITHIN

THE EXISTING BUILDING WHICH OFFER A ONE-HOUR ENCLOSURE

TO ISOLATE ANY DEMOLITION/CONSTRUCTION WORK FROM THE

GENERAL PUBLIC AND AS DEEMED NECESSARY BY THE OWNER

AND CODE OFFICIAL HAVING JURISDICTION. COORDINATE

LOCATIONS WITH THE OWNER AND MAINTAIN MEANS OF EGRESS

THROUGHOUT THE WORK.

D. MAINTAIN A SECURE, WEATHER-TIGHT ENCLOSURE AT ALL

TIMES.

E. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND

ELEVATIONS AND NOTIFY THE ARCHITECT OF ANY

DISCREPANCIES.

F. REMOVE IN THEIR ENTIRETY EXISTING DOORS, AND WINDOWS,

AS REQUIRED TO EXECUTE THE DEMOLITION/CONSTRUCTION

WORK DESCRIBED BY THE DRAWINGS.

G. THE OWNER SHALL RESERVE THE RIGHT TO SALVAGE ANY

MATERIALS.

H. PROVIDE PROTECTION FOR ALL EXISTING BUILDING MATERIALS

AND EQUIPMENT FROM DAMAGE DUE TO ANY DEMOLITION OR

CONSTRUCTION-RELATED INCIDENT PERFORMED UNDER THIS

CONTRACT.

I. REPAIR OR REPLACE ITEMS THAT ARE DAMAGED AS A RESULT

OF DEMOLITION OR CONSTRUCTION TO MATCH EXISTING FINISH

AND/OR CONDITION.

J. EXISTING MATERIALS SHALL NOT BE REUSED UNLESS NOTED

OTHERWISE OR AS AUTHORIZED BY ARCHITECT.

K. VERIFY AND MAINTAIN THE LOCATION OF EXISTING POWER,

COMMUNICATION AND DATA CABLES TO PREVENT

INTERRUPTION OF THEIR SERVICE.

L. WHERE CMU WALLS ARE INDICATED TO BE REMOVED, PREPARE

ADJACENT WALLS TO RECEIVE NEW PATCH/FINISH BY REMOVING

CMU IN TOOTH-IN PATTERN BOTH SIDES OF DEMOLITION FOR

CONTRACTOR TO TOOTH-IN NEW CMU PATCHES.

M. WHERE PLASTER/STUD WALLS ARE INDICATED TO BE REMOVED,

PREPARE ADJACENT WALLS TO RECEIVE NEW PATCH/FINISH BY

SAWCUTTING ADJACENT PLASTER FINISH A MINIMUM OF 1'-0"

BEYOND DEMOLITION.

DEMOLITION NOTES APPLY TO ALL DEMOLITION SHEETS.

KEYNOTES#

KEY PLAN

AC

B

DATE:

SCALE:

THE REPRODUCTION, COPYING OR OTHER

USE OF THIS DRAWING WITHOUT WRITTEN

CONSENT IS PROHIBITED.

© 2023 WIGHTMAN & ASSOCIATES, INC.

JOB No.

REVISIONS

PROJECT NAME:

www.gowightman.com

WIGHTMAN

2303 PIPESTONE RD.

269.927.0100

BENTON HARBOR, MI. 49022

As indicated

Autodesk Docs://Hillsdale CS Window Replacement/234319_Hillsdale CS Window Replacement.rvt

10/2/2025 2:22:26 PM

FIRST FLOOR

DEMOLITION PLAN

AD102

11/19/2024

30 N. West Street Hillsdale, Michigan 49242

Hillsdale Community Schools

Davis Middle School - Window Replacement

234319

30 South Norwood Avenue, HIllsdale, MI. 49242

N

SCALE: 1/8" = 1'-0"

FIRST FLOOR DEMOLITION PLAN

DM2 REMOVE EXISTING DOOR AND FRAME, IF

SALVAGING EXISTING DOORS FOR RE-USE,

COORDINATE STORAGE WITH THE OWNER.

PREPARE OPENING FOR NEW INSTALLATION

DM6 REMOVE EXISTING WINDOW AND FRAME,

INCLUDING HARDWARE, AND ANCHORS. CLEAN

AND PATCH DAMAGED SURFACES, AND PAINT

EXISTING STEEL LINTEL WITH RUST-INHIBITING

PRIMER AND TWO FINISH COATS OF PAINT

BEFORE WINDOW INSTALLATION.

DM10 REMOVE EXISTING BREAK METAL SILL, AND

DM6DM6DM6DM6

DM6

DM6

DM6

DM10 DM10

DM10DM10 DM10

DM10

DM10

DM10

DM10

DM6

DEMOLITION GENERAL NOTES

THE CONTRACTOR SHALL:

A. COORDINATE ALL DEMOLITION AND PHASING EFFORTS WITH THE

ARCHITECT AND OWNER’S REPRESENTATIVE. EVERY EFFORT

SHALL BE MADE TO MINIMIZE DISRUPTION OF OWNER’S

OPERATIONS. EXCESSIVE NOISE OR VIBRATION SHALL BE PRE-

APPROVED AND COORDINATED WITH THE OWNER’S

REPRESENTATIVE. IN ALL CASES, PROVISIONS SHALL BE MADE

FOR USER’S SAFETY.

B. COORDINATE ANY DISRUPTION OF UTILITY SERVICES WITH THE

OWNER AND AS SPECIFIED.

C. CONSTRUCT TEMPORARY CONSTRUCTION PARTITIONS WITHIN

THE EXISTING BUILDING WHICH OFFER A ONE-HOUR ENCLOSURE

TO ISOLATE ANY DEMOLITION/CONSTRUCTION WORK FROM THE

GENERAL PUBLIC AND AS DEEMED NECESSARY BY THE OWNER

AND CODE OFFICIAL HAVING JURISDICTION. COORDINATE

LOCATIONS WITH THE OWNER AND MAINTAIN MEANS OF EGRESS

THROUGHOUT THE WORK.

D. MAINTAIN A SECURE, WEATHER-TIGHT ENCLOSURE AT ALL

TIMES.

E. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND

ELEVATIONS AND NOTIFY THE ARCHITECT OF ANY

DISCREPANCIES.

F. REMOVE IN THEIR ENTIRETY EXISTING DOORS, AND WINDOWS,

AS REQUIRED TO EXECUTE THE DEMOLITION/CONSTRUCTION

WORK DESCRIBED BY THE DRAWINGS.

G. THE OWNER SHALL RESERVE THE RIGHT TO SALVAGE ANY

MATERIALS.

H. PROVIDE PROTECTION FOR ALL EXISTING BUILDING MATERIALS

AND EQUIPMENT FROM DAMAGE DUE TO ANY DEMOLITION OR

CONSTRUCTION-RELATED INCIDENT PERFORMED UNDER THIS

CONTRACT.

I. REPAIR OR REPLACE ITEMS THAT ARE DAMAGED AS A RESULT

OF DEMOLITION OR CONSTRUCTION TO MATCH EXISTING FINISH

AND/OR CONDITION.

J. EXISTING MATERIALS SHALL NOT BE REUSED UNLESS NOTED

OTHERWISE OR AS AUTHORIZED BY ARCHITECT.

K. VERIFY AND MAINTAIN THE LOCATION OF EXISTING POWER,

COMMUNICATION AND DATA CABLES TO PREVENT

INTERRUPTION OF THEIR SERVICE.

L. WHERE CMU WALLS ARE INDICATED TO BE REMOVED, PREPARE

ADJACENT WALLS TO RECEIVE NEW PATCH/FINISH BY REMOVING

CMU IN TOOTH-IN PATTERN BOTH SIDES OF DEMOLITION FOR

CONTRACTOR TO TOOTH-IN NEW CMU PATCHES.

M. WHERE PLASTER/STUD WALLS ARE INDICATED TO BE REMOVED,

PREPARE ADJACENT WALLS TO RECEIVE NEW PATCH/FINISH BY

SAWCUTTING ADJACENT PLASTER FINISH A MINIMUM OF 1'-0"

BEYOND DEMOLITION.

DEMOLITION NOTES APPLY TO ALL DEMOLITION SHEETS.

KEYNOTES#

KEY PLAN

AC

B

DATE:

SCALE:

THE REPRODUCTION, COPYING OR OTHER

USE OF THIS DRAWING WITHOUT WRITTEN

CONSENT IS PROHIBITED.

© 2023 WIGHTMAN & ASSOCIATES, INC.

JOB No.

REVISIONS

PROJECT NAME:

www.gowightman.com

WIGHTMAN

2303 PIPESTONE RD.

269.927.0100

BENTON HARBOR, MI. 49022

As indicated

Autodesk Docs://Hillsdale CS Window Replacement/234319_Hillsdale CS Window Replacement.rvt

10/2/2025 2:22:27 PM

SECOND FLOOR

DEMOLITION PLAN

AD103

11/19/2024

30 N. West Street Hillsdale, Michigan 49242

Hillsdale Community Schools

Davis Middle School - Window Replacement

234319

30 South Norwood Avenue, HIllsdale, MI. 49242

N

SCALE: 1/8" = 1'-0"

SECOND FLOOR DEMOLITION PLAN

DM6 REMOVE EXISTING WINDOW AND FRAME,

INCLUDING HARDWARE, AND ANCHORS. CLEAN

AND PATCH DAMAGED SURFACES, AND PAINT

EXISTING STEEL LINTEL WITH RUST-INHIBITING

PRIMER AND TWO FINISH COATS OF PAINT

BEFORE WINDOW INSTALLATION.

DM10 REMOVE EXISTING BREAK METAL SILL, AND

DM6DM6

DM6DM6

DM6DM6

DM6

DM6DM6

DM6

DM6

DM6 DM6

DM6

DM6DM6DM6DM6

DM6

DM6

DM6

DM2

DM10DM10DM10DM10DM10DM10DM10DM10

DM6

DM6DM6

DM10

DM10

DM10

DM10

DM10

DM6

DM10

DM10DM10

DM10

DM10DM10

DM10

DM10

DM10

DM10

DM6

DM6

DM10

DM10

DM10

DM101

6' - 9"

DM4

DM6

DM6

DM6

DM10

DM6

DM10DM10

DM5

DM6DM6DM6DM6

DM10 DM10 DM10DM10

DM6 DM6 DM6

DM6

DM2

DM10DM10DM10

DEMOLITION GENERAL NOTES

THE CONTRACTOR SHALL:

A. COORDINATE ALL DEMOLITION AND PHASING EFFORTS WITH THE

ARCHITECT AND OWNER’S REPRESENTATIVE. EVERY EFFORT

SHALL BE MADE TO MINIMIZE DISRUPTION OF OWNER’S

OPERATIONS. EXCESSIVE NOISE OR VIBRATION SHALL BE PRE-

APPROVED AND COORDINATED WITH THE OWNER’S

REPRESENTATIVE. IN ALL CASES, PROVISIONS SHALL BE MADE

FOR USER’S SAFETY.

B. COORDINATE ANY DISRUPTION OF UTILITY SERVICES WITH THE

OWNER AND AS SPECIFIED.

C. CONSTRUCT TEMPORARY CONSTRUCTION PARTITIONS WITHIN

THE EXISTING BUILDING WHICH OFFER A ONE-HOUR ENCLOSURE

TO ISOLATE ANY DEMOLITION/CONSTRUCTION WORK FROM THE

GENERAL PUBLIC AND AS DEEMED NECESSARY BY THE OWNER

AND CODE OFFICIAL HAVING JURISDICTION. COORDINATE

LOCATIONS WITH THE OWNER AND MAINTAIN MEANS OF EGRESS

THROUGHOUT THE WORK.

D. MAINTAIN A SECURE, WEATHER-TIGHT ENCLOSURE AT ALL

TIMES.

E. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND

ELEVATIONS AND NOTIFY THE ARCHITECT OF ANY

DISCREPANCIES.

F. REMOVE IN THEIR ENTIRETY EXISTING DOORS, AND WINDOWS,

AS REQUIRED TO EXECUTE THE DEMOLITION/CONSTRUCTION

WORK DESCRIBED BY THE DRAWINGS.

G. THE OWNER SHALL RESERVE THE RIGHT TO SALVAGE ANY

MATERIALS.

H. PROVIDE PROTECTION FOR ALL EXISTING BUILDING MATERIALS

AND EQUIPMENT FROM DAMAGE DUE TO ANY DEMOLITION OR

CONSTRUCTION-RELATED INCIDENT PERFORMED UNDER THIS

CONTRACT.

I. REPAIR OR REPLACE ITEMS THAT ARE DAMAGED AS A RESULT

OF DEMOLITION OR CONSTRUCTION TO MATCH EXISTING FINISH

AND/OR CONDITION.

J. EXISTING MATERIALS SHALL NOT BE REUSED UNLESS NOTED

OTHERWISE OR AS AUTHORIZED BY ARCHITECT.

K. VERIFY AND MAINTAIN THE LOCATION OF EXISTING POWER,

COMMUNICATION AND DATA CABLES TO PREVENT

INTERRUPTION OF THEIR SERVICE.

L. WHERE CMU WALLS ARE INDICATED TO BE REMOVED, PREPARE

ADJACENT WALLS TO RECEIVE NEW PATCH/FINISH BY REMOVING

CMU IN TOOTH-IN PATTERN BOTH SIDES OF DEMOLITION FOR

CONTRACTOR TO TOOTH-IN NEW CMU PATCHES.

M. WHERE PLASTER/STUD WALLS ARE INDICATED TO BE REMOVED,

PREPARE ADJACENT WALLS TO RECEIVE NEW PATCH/FINISH BY

SAWCUTTING ADJACENT PLASTER FINISH A MINIMUM OF 1'-0"

BEYOND DEMOLITION.

DEMOLITION NOTES APPLY TO ALL DEMOLITION SHEETS.

KEYNOTES#

DATE:

SCALE:

THE REPRODUCTION, COPYING OR OTHER

USE OF THIS DRAWING WITHOUT WRITTEN

CONSENT IS PROHIBITED.

© 2023 WIGHTMAN & ASSOCIATES, INC.

JOB No.

REVISIONS

PROJECT NAME:

www.gowightman.com

WIGHTMAN

2303 PIPESTONE RD.

269.927.0100

BENTON HARBOR, MI. 49022

As indicated

Autodesk Docs://Hillsdale CS Window Replacement/234319_Hillsdale CS Window Replacement.rvt

10/2/2025 2:22:29 PM

EXTERIOR

DEMOLITION

ELEVATIONS

AD200

11/19/2024

30 N. West Street Hillsdale, Michigan 49242

Hillsdale Community Schools

Davis Middle School - Window Replacement

234319

30 South Norwood Avenue, HIllsdale, MI. 49242

SCALE: 1/8" = 1'-0"AD200

1 WEST ELEVATION DEMOLITION

SCALE: 1/8" = 1'-0"AD200

2 SOUTH ELEVATION DEMOLITION

SCALE: 1/8" = 1'-0"AD200

3 NORTH ELEVATION DEMOLITION

DM2 REMOVE EXISTING DOOR AND FRAME, IF

SALVAGING EXISTING DOORS FOR RE-USE,

COORDINATE STORAGE WITH THE OWNER.

PREPARE OPENING FOR NEW INSTALLATION

DM4 EXISTING DOOR TO REMAIN

DM5 REMOVE EXISTING WINDOW AND FRAME, AND

PREPARE FOR NEW WALL IN-FILL.

DM6 REMOVE EXISTING WINDOW AND FRAME,

INCLUDING HARDWARE, AND ANCHORS. CLEAN

AND PATCH DAMAGED SURFACES, AND PAINT

EXISTING STEEL LINTEL WITH RUST-INHIBITING

PRIMER AND TWO FINISH COATS OF PAINT

BEFORE WINDOW INSTALLATION.

DM10 REMOVE EXISTING BREAK METAL SILL, AND

KEYNOTES# GENERAL NOTES

1. GENERAL NOTES APPLY TO ALL SHEETS.

2. DO NOT SCALE DRAWINGS. DIMENSIONS NOTED

PREVAIL. NOTIFY ARCHITECT IN CASE OF DISCREPANCY.

3. DIMENSIONS ARE ACTUAL AND ARE TO FINISH FACE OF

WALL, FACE OF CONCRETE WALLS, FACE OF CMU

WALLS, FACE OF FRAMES, OR CENTERLINE OF

COLUMNS, UNLESS NOTED OTHERWISE.

4. CONSTRUCTION DOCUMENTS ARE COMPLEMENTARY.

SEE DRAWING FOR QUANTITIES AND LOCATION OF

WORK. SEE SPECIFICATIONS FOR QUALITIES AND

CONDITIONS OF WORK.

5. WORK: ALL ASPECTS OF THE WORK AND ITEMS NOT

SPECIFICALLY MENTIONED, BUT NECESSARY TO MAKE A

COMPLETE WORKING INSTALLATION, SHALL BE

INCLUDED AND INDICATED IN THE CONTRACTOR'S BID.

6. NO ASBESTOS OR PCB CONTAINING MATERIALS SHALL

BE USED ON THIS PROJECT.

7. HORIZONTAL AND VERTICAL DIMENSIONS ARE MINIMUM

DIMENSIONS. CLEARANCES ARE GIVEN TO FINISH

SURFACES. GC TO VERIFY ALL CLEARANCES. NOTIFY

ARCHITECT IN CASE OF DISCREPANCY.

A2003

A200 2

G G

V

P

P

B

B B B B B A A A

Q

Q

Q

U

Y

T GG G

QQ

A K

AA

V .I

.F

V .I

.F

FL1

FL1

FL2

FL2

FL2

FL2

FL2 FL2 FL2 FL2 FL2 FL2

FL2

FL2

FL2

FL2

FL2

FL2

S

ABOVE DOOR

CLASSROOM

EXISTING

SHOP

SCIENCE

ROOM

GIRLS

LOCKER

ROOM

ROOM 11 ROOM 12

STORAGE

ROOM

SHOWER

BOYS

LOCKER

ROOM

OFFICE

EXISTING

WEED

STORAGE

ROOM 10

FL6

FL3

FL4

FL7

/8

1' - 0"

KEY PLAN

AC

B

DATE:

SCALE:

THE REPRODUCTION, COPYING OR OTHER

USE OF THIS DRAWING WITHOUT WRITTEN

CONSENT IS PROHIBITED.

© 2023 WIGHTMAN & ASSOCIATES, INC.

JOB No.

REVISIONS

PROJECT NAME:

www.gowightman.com

WIGHTMAN

2303 PIPESTONE RD.

269.927.0100

BENTON HARBOR, MI. 49022

As indicated

Autodesk Docs://Hillsdale CS Window Replacement/234319_Hillsdale CS Window Replacement.rvt

10/2/2025 2:22:30 PM

GROUND FLOOR

PLAN

A100

11/19/2024

30 N. West Street Hillsdale, Michigan 49242

Hillsdale Community Schools

Davis Middle School - Window Replacement

234319

30 South Norwood Avenue, HIllsdale, MI. 49242

FL1 INFILL WALL WHERE OPENING WAS REMOVED

WITH IN-KIND WALL TYPE.

FL2 NEW BREAK METAL SILL TO MATCH EXISTING

FL3 EXISTING FIXED LOCKER BENCH, 1'-0" +/- A.F.F.

FL4 NEW PLATFORM, 0'-7" A.F.F.

FL6 NEW DOOR AND FRAME, SEE DOOR PANEL

TYPES.

FL7 EXISTING LOCKERS, V.I.F.

N

SCALE: 1/8" = 1'-0"

GROUND FLOOR PLAN

BFS RESPONSE 9/11/2025

A2003

A200 2

R

R

R

R

R

R

F

G G H J

D C C

L N G

Z

M

O

FL2

FL2 FL2

FL2

FL2 FL2 FL2

FL2

FL2

FL2

FL2

FL2

SCIENCE

GIRLS R.R.

GYMNASIUM

AUDITORIUM

SCIENCE

BOYS R.R.

GENERAL NOTES

1. GENERAL NOTES APPLY TO ALL SHEETS.

2. DO NOT SCALE DRAWINGS. DIMENSIONS NOTED

PREVAIL. NOTIFY ARCHITECT IN CASE OF DISCREPANCY.

3. DIMENSIONS ARE ACTUAL AND ARE TO FINISH FACE OF

WALL, FACE OF CONCRETE WALLS, FACE OF CMU

WALLS, FACE OF FRAMES, OR CENTERLINE OF

COLUMNS, UNLESS NOTED OTHERWISE.

4. CONSTRUCTION DOCUMENTS ARE COMPLEMENTARY.

SEE DRAWING FOR QUANTITIES AND LOCATION OF

WORK. SEE SPECIFICATIONS FOR QUALITIES AND

CONDITIONS OF WORK.

5. WORK: ALL ASPECTS OF THE WORK AND ITEMS NOT

SPECIFICALLY MENTIONED, BUT NECESSARY TO MAKE A

COMPLETE WORKING INSTALLATION, SHALL BE

INCLUDED AND INDICATED IN THE CONTRACTOR'S BID.

6. NO ASBESTOS OR PCB CONTAINING MATERIALS SHALL

BE USED ON THIS PROJECT.

7. HORIZONTAL AND VERTICAL DIMENSIONS ARE MINIMUM

DIMENSIONS. CLEARANCES ARE GIVEN TO FINISH

SURFACES. GC TO VERIFY ALL CLEARANCES. NOTIFY

ARCHITECT IN CASE OF DISCREPANCY.

KEYNOTES#

KEY PLAN

AC

B

DATE:

SCALE:

THE REPRODUCTION, COPYING OR OTHER

USE OF THIS DRAWING WITHOUT WRITTEN

CONSENT IS PROHIBITED.

© 2023 WIGHTMAN & ASSOCIATES, INC.

JOB No.

REVISIONS

PROJECT NAME:

www.gowightman.com

WIGHTMAN

2303 PIPESTONE RD.

269.927.0100

BENTON HARBOR, MI. 49022

As indicated

Autodesk Docs://Hillsdale CS Window Replacement/234319_Hillsdale CS Window Replacement.rvt

10/2/2025 2:22:30 PM

FIRST FLOOR PLAN

A101

11/19/2024

30 N. West Street Hillsdale, Michigan 49242

Hillsdale Community Schools

Davis Middle School - Window Replacement

234319

30 South Norwood Avenue, HIllsdale, MI. 49242

SCALE: 1/8" = 1'-0"A101

1 FIRST FLOOR PLAN

FL2 NEW BREAK METAL SILL TO MATCH EXISTING

A2003

A200 2

F

G G H J

D E E E E E

N G

Z

M

E

FL2

FL2 FL2

FL2 FL2 FL2

FL2 FL2

FL2

FL2

SOC. STUDIES

STORAGE

AUDITORIUM

BALCONY

GYMNASIUM

BALCONY

GIRLS R.R. 6TH GRADE

GENERAL NOTES

1. GENERAL NOTES APPLY TO ALL SHEETS.

2. DO NOT SCALE DRAWINGS. DIMENSIONS NOTED

PREVAIL. NOTIFY ARCHITECT IN CASE OF DISCREPANCY.

3. DIMENSIONS ARE ACTUAL AND ARE TO FINISH FACE OF

WALL, FACE OF CONCRETE WALLS, FACE OF CMU

WALLS, FACE OF FRAMES, OR CENTERLINE OF

COLUMNS, UNLESS NOTED OTHERWISE.

4. CONSTRUCTION DOCUMENTS ARE COMPLEMENTARY.

SEE DRAWING FOR QUANTITIES AND LOCATION OF

WORK. SEE SPECIFICATIONS FOR QUALITIES AND

CONDITIONS OF WORK.

5. WORK: ALL ASPECTS OF THE WORK AND ITEMS NOT

SPECIFICALLY MENTIONED, BUT NECESSARY TO MAKE A

COMPLETE WORKING INSTALLATION, SHALL BE

INCLUDED AND INDICATED IN THE CONTRACTOR'S BID.

6. NO ASBESTOS OR PCB CONTAINING MATERIALS SHALL

BE USED ON THIS PROJECT.

7. HORIZONTAL AND VERTICAL DIMENSIONS ARE MINIMUM

DIMENSIONS. CLEARANCES ARE GIVEN TO FINISH

SURFACES. GC TO VERIFY ALL CLEARANCES. NOTIFY

ARCHITECT IN CASE OF DISCREPANCY.

KEYNOTES#

KEY PLAN

AC

B

DATE:

SCALE:

THE REPRODUCTION, COPYING OR OTHER

USE OF THIS DRAWING WITHOUT WRITTEN

CONSENT IS PROHIBITED.

© 2023 WIGHTMAN & ASSOCIATES, INC.

JOB No.

REVISIONS

PROJECT NAME:

www.gowightman.com

WIGHTMAN

2303 PIPESTONE RD.

269.927.0100

BENTON HARBOR, MI. 49022

As indicated

Autodesk Docs://Hillsdale CS Window Replacement/234319_Hillsdale CS Window Replacement.rvt

10/2/2025 2:22:31 PM

SECOND FLOOR

PLAN

A102

11/19/2024

30 N. West Street Hillsdale, Michigan 49242

Hillsdale Community Schools

Davis Middle School - Window Replacement

234319

30 South Norwood Avenue, HIllsdale, MI. 49242

N

SCALE: 1/8" = 1'-0"

SECOND FLOOR PLAN Copy 1

FL2 NEW BREAK METAL SILL TO MATCH EXISTING

BBAA A A A A BBB

C C

C

D

D

EEEEEE

K

GG

G G

GGH

H

J

J

F

F

GGG

G

G M

M

N

N

Z

Z

L

T EE6EE6

EE4

EE6

EE6

EE6

EE6

EE6

EE6EE6EE6EE6EE6

EE6

EE6

EE6

EE6

EE6

EE6EE6EE6

EE6EE6EE6

EE6

EE6

EE6

EE6

EE6

EE6EE6

EE6

EE12

F

F

B o

P P V

EE7EE7

V.I.F.

3' - 3" +/-

V .I .F

V.I.F.

6' - 8 3/8" +/-

EE6

EE6

EE6

EE6

Q

R

QQ

R

Q

RR

Q

R

Y

R

EE6

U

EE4

S

EE6

EE6

EE6

EE6

EE6

EE6

F

General notes:

1. Contractor shall verify all existing field conditions and notify architect immediately if that which exists differs from that which is shown on drawings.

2. All work to comply with current Federal, State and Local codes, laws and ordinances.

The requirements of ICC/ANSI A117.1 and the Americans with disabilities act (ADA) are to be fully satisfied. All work shall meet the most stringent requirements of both including, but not limited to clearances, limitations, accessories, etc.

3. These drawings are prepared in accordance with the limited services for which the architect was contracted. The architect makes no representation that the interpretation of these documents will result in complete compliance with the ADA.

4. All doors required to be labeled shall be set in labeled frames and identified with UL label and be provided with approved self-closing devices and positive latching hardware.

5. All designated exit doors shall be equipped with the required egress hardware.

6. Furnish hardware as scheduled without substitution, no alternates will be approved.

7. Provide combinated cylinders and cut keys; keyed to Existing Master System. Include key conference and key system schedule.

Furnish a keyed cylinder and two cut keys for each locking device specified.

8. Furnish and provide all necessary reinforcements, brackets, fasteners, spacers and fillers to provide a complete functioning opening.

9. Provide complete shop drawings, submittals and cut sheets complying with DHI prescribed methods and vertical format double spaced hardware schedule.

10. Hardware Sets:

Hardware Set 1 – Rim Panic + Pull Trim [Lock / Unlock] + Closer Stop

1 ea. Continuous Hinge CG31 AL PBB 1 ea. Rim Panic Device 6300R CD (03) 32D PDQ 1 ea. Schlage Combinated Rim Cylinder (03) 26D Schlage 1 ea. Schlage Combinated Mortise Cylinder (CD) 26D Schlage 1 set Vandal Pull 6P 32D Don Jo 1 ea. Closer 7101 BC SCS Stop (push side mount) 689 PDQ 1 ea. Threshold S205A AL Reese 1 ea. Sweep 354C –Mount pull side AL Reese 1 set Weatherstrip by Aluminum Door & Frame Supplier AL ADFS

Hardware Set 2 – Rim Panic + Pull Trim [Lock / Unlock] + Closer Stop

1 ea. Continuous Hinge CG31 AL PBB 1 ea. Rim Panic Device 6300R CD (03) 32D PDQ 1 ea. Schlage Combinated Rim Cylinder (03) 26D Schlage 1 ea. Schlage Combinated Mortise Cylinder (CD) 26D Schlage 1 set Vandal Pull 6P 32D Don Jo 1 ea. Closer 7101 BC SCS Stop (push side mount) 689 PDQ 1 ea. Threshold S205A AL Reese 1 ea. Sweep 354C –Mount pull side AL Reese 1 set Weatherstrip 855C (mount prior to closer shoe) AL Reese 1 ea. Rain Drip R201C AL Reese

END OF SECTION 08 71 00

SCALE: 1/8" = 1'-0"A200

1 WEST ELEVATION

SCALE: 1/8" = 1'-0"A200

2 SOUTH ELEVATION

SCALE: 1/8" = 1'-0"A200

3 NORTH ELEVATION

DATE:

SCALE:

THE REPRODUCTION, COPYING OR OTHER

USE OF THIS DRAWING WITHOUT WRITTEN

CONSENT IS PROHIBITED.

© 2023 WIGHTMAN & ASSOCIATES, INC.

JOB No.

REVISIONS

PROJECT NAME:

www.gowightman.com

WIGHTMAN

2303 PIPESTONE RD.

269.927.0100

BENTON HARBOR, MI. 49022

1/8" = 1'-0"

Autodesk Docs://Hillsdale CS Window Replacement/234319_Hillsdale CS Window Replacement.rvt

10/2/2025 2:22:32 PM

EXTERIOR

ELEVATIONS

A200

11/19/2024

30 N. West Street Hillsdale, Michigan 49242

Hillsdale Community Schools

Davis Middle School - Window Replacement

234319

30 South Norwood Avenue, HIllsdale, MI. 49242

1 ISSUE FOR BID 10/6/2025

DOOR AND FRAME SCHEDULE

NUMBER

PANEL

HEIGHT

PANEL FRAME

FIRE RATING

HARDWARE

SET

DETAILS

COMMENTS

NO. OF

PANELS WIDTH

THICKNES

S MATERIAL GLASS TYPE MATERIAL TYPE HEAD JAMB SILL

100 1 3' - 0" 7' - 2" 1 3/4" FRP F ALUM 1

101 1 3' - 0" 7' - 2" 1 3/4" FRP F HM 1 2 12/A500 13/A500

102 1 3' - 0" 7' - 2" 1 3/4" FRP F ALUM 1

DOOR 101

DOOR 100

DOOR 102

2" 1' - 3"

2"

V.I.F.

3' - 8"

2"

1' - 3"

2"

V .I

.F

AA

6' - 10" +/- V.I.F.

" V .I

.F

A500

A500

A500

CIGCIG

MP

2" 3' - 2" 2"

0" 3' - 4"

B

V .I

.F

2"

3' - 2"

2"

3' - 2"

2"

6' - 10" +/- V.I.F.

CIG

CIG

A500

A500

A500

CIG

CIG

C

2"

2' - 11"

2"

2' - 11"

2"

6' - 4" +/- V.I.F.

V .I

.F

. LG

A500

A500

A500

LG

D

2"

2' - 10"

2"V.I.F.

3' - 2" +/-

" 2

"2

V .I

.F

A500

A500

A500

CIG

CIG

E

2" 2' - 9"

2"

2' - 9"

2"

6' - 0" +/- V.I.F.

V .I

.F

CIG CIG

CIGCIG

A500

A500

A500

F

2" 3' - 8"

2"

4' - 0" +/- V.I.F.

" 2

"2

V .I

.F

CIG

CIG

A500

A500

A500

GG

2" 1' - 10"

2"

1' - 10" 2" 1' - 10"

2"

1' - 10" 2"

V .I

.F

8' - 2" +/- V.I.F.

CIG CIG CIG CIG

CIGCIGCIGCIG

A500

A500

A500

A500

H

2" 3' - 2"

2" 3' - 2"

2"

6' - 10" +/- V.I.F.

V .I

.F

SEIG SEIG

SEIG SEIG

A500

A500

A500

J

2" 5' - 0"

2"

5' - 4" +/- V.I.F.

V .I

.F

CIG

CIG

A500

A500

A500

K

2" 3' - 0" 6" 2' - 9"

2"V.I.F.

6' - 7" +/-

V .I

.F

"2

V.I.F.

F

A500

A500

LG

SGSG

L

2"

3' - 0"3' - 5"

2"

6' - 9" +/- V.I.F.

" 3

/2

/2

V .I

.F

F

A500

A500

SEIG SEIG

CIG

EE12

M

2" 3' - 1"

2" 3' - 1"

2"

6' - 8" +/- V.I.F.

V .I

.F

A500

A500

A500

CIG CIG

2" 3' - 1"

2" 3' - 1"

2"

6' - 8" +/- V.I.F.

V .I

.F

N

A500

A500

A500

SEIG SEIG

SEIG SEIG

O

2" 3' - 7"

2" 3' - 7"

2"

7' - 8" +/- V.I.F.

V .I

.F . 7

A500

A500

A500

SG SG

SG SG

P

2"

3' - 1"

2"

3' - 1" 2"

6' - 8" +/- V.I.F.

V .I

.F

A500

A500

A500

SEIG SEIG

2"

3' - 0"

2"

3' - 0"

2"

6' - 6" +/- V.I.F.

V .I

.F

Q

A500

A500

A500

CIG CIG

SG SG

2" 3' - 1"

2" 3' - 1"

2"

6' - 8" +/- V.I.F.

"V

.I .F

R

LG LG 4

A500

A500

A500

NO INTEGRAL BLINDS

S

2" 2' - 11"

2" 2' - 11"

2"

6' - 4" +/- V.I.F.

"V

.I .F

/- SG

A500

A500

A500

T

2"

2' - 1"

2"

2' - 1"

2"

4' - 8" +/- V.I.F.

V .I

.F

SEIG SEIG

A500

A500

A500

U

2" 2' - 4"

2"

V .I

.F

V.I.F.

2' - 8" +/-

SG

CIG

A500

A500

A500

A

2"

3' - 2"

2"

3' - 2"

2"

V .I

.F

SG

CIG

6' - 10" +/- V.I.F.

A500

A500

A500

SG

CIG

G

2"

2' - 4"

2"

2' - 4"

2"

2' - 4"

2"

2' - 4"

2"

10' - 2" +/- V.I.F.

V .I

.F

CIG CIG CIG CIG

CIG CIG CIG CIG

A500

A500

A500

A500

KEYNOTES#

Z

2"

2' - 4"

2"

2' - 4"

2"

2' - 4"

2"

2' - 4"

2"

10' - 2" +/- V.I.F.

V .I

.F

A500

A500

A500

CIG CIG CIG CIG

CIG CIG CIG CIG

Y

2" 3' - 0"

2"

3' - 0"

2"

6' - 6" +/- V.I.F.

V .I

.F

A500

A500

A500

SEIG

SG

SEIG

SG

QQ

2" 7"

2"

V.I.F.

3' - 10"

2"

1' - 5"

2"

6' - 6" +/- V.I.F.

" V .I

.F

V .I

.F

MP

CIG

A500

A500

A500

CIG

2" 3' - 0"

2" 3' - 0"

2"

V

2" 3' - 1"

2"

3' - 5" +/- V.I.F.

V .I

.F

SEIG

A500

A500

A500

GLAZING, DOOR AND FRAME

SCHEDULE GENERAL NOTES

A. ALL EXTERIOR HOLLOW METAL FRAMES SHALL BE FILLED WITH

INSULATION.

B. ALL HOLLOW METAL FRAMES SET IN METAL STUD WALLS SHALL BE

FILLED WITH MINERAL WOOL BLANKET INSULATION.

C. ALL EXTERIOR FRAMES SHALL BE INSTALLED WITH 1/4" SHIM AND

SEALANT AROUND PERIMETER OF FRAME.

D. GLASS TYPES FOR DOORS ARE INDICATED IN THE DOOR PANEL TYPE

ELEVATION.

E. GLASS TYPES FOR FRAMES ARE INDICATED ON THE FRAME

ELEVATIONS.

F. WIDTH AND HEIGHT DIMENSIONS SHOWN IN DOOR AND FRAME

REPRESENT FINISHED OPENING SIZE. CONTRACTOR TO COORDINATE

EXACT SIZE OF DOOR AND WINDOW FRAME WITH MANUFACTURER.

G. FRAME MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL

CONCEALED CONDUIT AND J-BOXES REQUIRED FOR SECURITY

SYSTEM HARDWARE PRIOR TO MANUFACTURING OF HOLLOW METAL

FRAMES AND COORDINATE WITH SECURITY HARDWARE AND DEVICES.

H. PROVIDE HEAD RECEIVERS AT ALUMINUM STOREFRONTS AND

CURTAIN WALLS AS REQUIRED FOR STRUCTURAL DEFLECTION

ALLOWANCE.

I. SEE SPECIFICATIONS HARDWARE SECTION FOR HARDWARE SETS

NOTED IN DOOR AND FRAME SCHEDULE.

DG DUAL LITE GLASS

F FLUSH PANEL

FG FULL LITE GLASS

FL FULL LOUVERED

G HALF LITE GLASS

GL HALF LITE GLASS & LOUVERED

L LOUVERED (BOTTOM)

LL LOUVERED (TOP & BOTTOM)

N NARROW LITE GLASS

NL NARROW LITE GLASS & LOUVERED

TL LOUVERED (TOP)

V VISION LITE GLASS (10" SQUARE)

VL VISION LITE GLASS & LOUVERED

DOOR PANEL TYPE

DESCRIPTIONS

F

FLUSH PANEL

SCHED

SEE

S E

E D

O O

R S

C H

E D

D O

O R

F R

A M

E H

E

IG

H

T SEALANT AND BACKER

ROD BOTH SIDES

ALUM DOOR AND

FRAME - SEE

SCHEDULE

EXISTING

MASONRY WALL

VOIDS

MATCH EXISTING,

COVER ALL MASONRY

EXISTING

MASONRY WALL

D O

O R

W

ID

T H

SEALANT AND

BACKER ROD

BOTH SIDES

ALUM DOOR, SEE

DOOR SCHEDULE FOR

SIZE AND TYPE

VOIDS

MATCH EXISTING,

COVER ALL MASONRY

1" INSUL. GLAZING OR

SPECIALTY GLAZING,

SEE WINDOW TYPES.

ALUMINUM

WINDOW

EXTRUDED

POLYSTYREN

SHIM/BACKER AND

SEALANT, BOTH

SIDES, TYP.

EXISTING WALL

SYSTEM, V.I.F.

INTEGRAL

BLIND( FOR ALL

CLASSROOMS

WINDOWS, TYP)

1" INSUL. GLAZING OR

SPECIALTY GLAZING,

SEE WINDOW TYPES.

ALUMINUM WINDOW

EXTRUDED POLYSTYREN

SHIM/BACKER AND

SEALANT, BOTH SIDES, TYP.

EXISTING WALL

SYSTEM, V.I.F.

INTEGRAL BLIND( FOR

ALL CLASSROOMS

WINDOWS, TYP)

WINDOW WIDTH

ROUGH OPENING

NEW METAL

BREAK SILL

MATCH EXSTING, COVER

ALL MASONRY VOIDS

1" INSUL.

GLAZING OR

SPECIALTY

GLAZING, SEE

WINDOW TYPES.

ALUMINUM WINDOW

MARBLE STOOL AT OPENINGS,

TO MATCH EXISTING.

NEW BREAK

METAL SILL

SEALANT

EXISTING WALL

SYSTEM, V.I.F.

INTEGRAL BLIND( FOR

ALL CLASSROOMS

WINDOWS, TYP)

1" INSUL. GLAZING OR

SPECIALTY GLAZING,

SEE WINDOW TYPES. ALUMINUM

WINDOW

MARBLE STOOL

AT OPENINGS, TO

MATCH EXISTING.

NEW BREAK METAL

SILL

SEALANT

EXISTING WALL

SYSTEM, V.I.F.

ALUMINUM WINDOW

EXTRUDED POLYSTYRENE

SHIM/BACKER W/ SEALANT,

BOTH SIDES, TYP.

1" INSUL. GLAZING OR

SPECIALTY GLAZING,

SEE WINDOW TYPES.

ALUMINUM BRAKE

METAL SILL, MATCH

EXISTING

1"x1" ANGLE TO MATCH

WINDOW FINISH.

EXISTING WALL

SYSTEM, V.I.F.

WINDOW WIDTH

ROUGH OPENING

MARBLE STOOL AT

OPENINGS, TO MATCH

EXISTING.

MATCH EXSTING, COVER

ALL MASONRY VOIDS

ALUMINUM WINDOW

1" INSUL. GLAZING OR

SPECIALTY GLAZING,

SEE WINDOW TYPES.

W

IN

D O

W W

ID

T

H

R O

U G

H O

P E

N

IN

G

EXTRUDED

POLYSTYREN

SHIM/BACKER AND

SEALANT, BOTH

SIDES, TYP.

EXISTING WALL

SYSTEM, V.I.F.

INSUL. BACKPAN AT

SPANDREL

LOCATIONS ONLY

GLAZING TYPE DESCRIPTIONS

CG CLEAR FLOAT GLASS

CIG CLEAR INSULATING GLASS

CTG GLEAR TEMPERED FLOAT GLASS

CTIG CLEAR TEMPERED INSULATING GLASS

GL GLASS

MP METAL PANEL

LG LAMINATED GLASS

PG PATTERN GLASS

PIG PATTERN INSULATING GLASS

SEIG SATIN-ETCHED INSULATING GLASS

SG SPANDREL GLASS w/ BACKPAN

TFG TINTED GLOAT GLASS

TG TEMPERED GLASS

TIG TINTED INSULATING GLASS

TTG TINTED TEMPERED FLOAT GLASS

TTIG TINTED TEMPERED INSULATING GLASS

ALUMINUM WINDOW

METAL PANEL

W

IN

D O

W W

ID

T

H

R O

U G

H O

P E

N

IN

G

EXTRUDED

POLYSTYREN

SHIM/BACKER AND

SEALANT, BOTH

SIDES, TYP.

EXISTING WALL

SYSTEM, V.I.F.

ALUMINUM WINDOW

EXTRUDED POLYSTYRENE

SHIM/BACKER W/ SEALANT,

BOTH SIDES, TYP.

METAL PANEL

ALUMINUM BRAKE

METAL SILL, MATCH

EXISTING

1"x1" ANGLE TO MATCH

WINDOW FINISH.

EXISTING WALL

SYSTEM, V.I.F.

WINDOW WIDTH

ROUGH OPENING

MARBLE STOOL AT

OPENINGS, TO MATCH

EXISTING.

MATCH EXSTING, COVER

ALL MASONRY VOIDS

1" INSUL. GLAZING OR

SPECIALTY GLAZING,

SEE WINDOW TYPES

ALUMINUM WINDOW

ALUMINUM PANNING

EXISTING

CONSTRUCTION, V.I.F.

EXTRUDED POLYSTYRENE

SHIM/BACKER W/ SEALANT,

BOTH SIDES, TYP.

ALUMINUM PANNING

1" INSUL. GLAZING OR

SPECIALTY GLAZING,

SEE WINDOW TYPES.

ALUMINUM

BRAKE METAL

1"x1" ANGLE TO MATCH

WINDOW FINISH.

ALUMINUM WINDOW

EXTRUDED POLYSTYRENE

SHIM/BACKER W/ SEALANT,

BOTH SIDES, TYP.

1"x1" ANGLE TO MATCH

WINDOW FINISH.

BLOCKING, AS

REQUIRE

2"

2"

SCHED

SEE

S E

E S

C H

E D

SEE DOOR SCHEDULE

FOR SIZE AND TYPE

SEALANT AND BACKER

ROD, BOTH SIDES

D O

O R

H E

IG

H

T

DOOR FRAME, SOLID CORE

WHERE INDICATED; SEE

DOOR SCHEDULE

EXIST.

MATCH

D O

O R

W

ID

T H

CAULK AND BACKER ROD,

BOTH SIDES

EXISTING WALL

DOOR AND FRAME -

SEE SCHEDULE

EXIST.

MATCH

DATE:

SCALE:

THE REPRODUCTION, COPYING OR OTHER

USE OF THIS DRAWING WITHOUT WRITTEN

CONSENT IS PROHIBITED.

© 2023 WIGHTMAN & ASSOCIATES, INC.

JOB No.

REVISIONS

PROJECT NAME:

www.gowightman.com

WIGHTMAN

2303 PIPESTONE RD.

269.927.0100

BENTON HARBOR, MI. 49022

As indicated

Autodesk Docs://Hillsdale CS Window Replacement/234319_Hillsdale CS Window Replacement.rvt

10/2/2025 2:22:33 PM

DETAILS, DOOR

PANEL AND FRAME

TYPES

A500

11/19/2024

30 N. West Street Hillsdale, Michigan 49242

Hillsdale Community Schools

Davis Middle School - Window Replacement

234319

30 South Norwood Avenue, HIllsdale, MI. 49242

WINDOW TYPES

WINDOW TYPES

EE12 EXTERIOR LIGHT FIXTURE, REFER TO SPECS

FOR TYPE.

SCALE: 1 1/2" = 1'-0"A500

1 HEAD - ALUMINUM DOOR

SCALE: 1 1/2" = 1'-0"A500

2 JAMB - ALUMINUM DOOR

WINDOW TYPES

SCALE: 1 1/2" = 1'-0"A500

3 HEAD - ALUMINUM WINDOW

SCALE: 1 1/2" = 1'-0"A500

4 JAMB - ALUMINUM WINDOW

SCALE: 1 1/2" = 1'-0"A500

5 SILL - ALUMINUM WINDOW

SCALE: 1 1/2" = 1'-0"A500

8 SILL FIXED - ALUMINUM WINDOW

SCALE: 1 1/2" = 1'-0"A500

7 JAMB FIXED - ALUMINUM WINDOW

SCALE: 1 1/2" = 1'-0"A500

6 HEAD FIXED - ALUMINUM WINDOW

SCALE: 1 1/2" = 1'-0"A500

9 HEAD FIXED - ALUMINUM WINDOW

SCALE: 1 1/2" = 1'-0"A500

10 JAMB FIXED - ALUMINUM WINDOW

SCALE: 1 1/2" = 1'-0"A500

11 JAMB AT COLUMN

BFS RESPONSE 9/11/2025

1 ISSUE FOR BID 10/6/2025

DOOR PANEL TYPESFRAME TYPES

SCALE: 1 1/2" = 1'-0"A500

12 EXT HM DOOR HEAD - EXIST WALL

SCALE: 1 1/2" = 1'-0"A500

13 EXT HM DOOR JAMB