03._CLPS_Elementary_School_Drawings.pdf

LIST OF DRAWINGS

ARCHITECTURAL

CENTRAL LAKE PUBLIC SCHOOLS

CLPS ELEMENTARY SCHOOL

SECURE VESTIBULE

CENTRAL LAKE, MICHIGAN

2025-034.1

DECEMBER. 15, 2025 BID DOCUMENTS

PROJECT NO.

c FRENCH ASSOCIATES, INC.

A0.01 ARCHITECTURAL REFERENCE SHEET

A0.02 LIFE SAFETY PLAN

A0.03 PARTITION TYPES AND DETAILS

AD2.00 DEMOLITION NOTES AND DETAILS

AD2.10A DEMOLITION FLOOR PLAN

A2.10 COMPOSITE FLOOR PLAN

A2.10A FLOOR PLAN

A3.01A DOOR SCHEDULE, FRAME TYPES AND DETAILS

A3.02A ROOM FINISH SCHEDULE, MATERIAL AND COLOR SCHEDULE

A5.02 TYPICAL CONSTRUCTION DETAILS

A7.10A REFLECTED CEILING PLAN

A9.10A FINISH PLAN

8190 W STATE ST., CENTRAL LAKE, MI 49622

© GOOGLE

REFERENCE LOCATION MAP

ORIGINAL DRAWINGS PRINTED IN FULL COLOR

OWNER

CONSTRUCTION MANAGER

Central Lake Public Schools

MECHANICAL ELECTRICAL

E000 ELECTRICAL SYMBOLS AND GENERAL NOTES

ED110 FIRST FLOOR ELECTRICAL DEMOLITION PLAN

E110 FIRST FLOOR POWER PLAN

E210 FIRST FLOOR LIGHTING PLAN

E401 ELECTRICAL ONE- LINE DIAGRAM

E412 ELECTRICAL DETAILS

M000 MECHANICAL SYMBOLS AND GENERAL NOTES

MD110 FIRST FLOOR MECHANICAL PLUMBING DEMOLITION PLAN

M301 ENLARGED MECHANICAL PLANS

M501 MECHANICAL SCHEDULES

STRUCTURAL

S2.20A UNIT A FRAMING PLAN AT NEW LINTELS

S3.00 GENERAL NOTES

EXISTING CMU OR BRICK

WALL

NEW DOOR - SEE DOOR

SCHEDULE

NEW DOOR FRAME

GROUTED SOLID WITH

MASONRY ANCHORS.

CONFIRM M.O.

REMOVE EXISTING

HEADER OR EXISTING

WALL AND INSTALL NEW

HEADER TO MATCH

EXISTING TO ALLOW

FRAME INSTALLATION -

GROUTED SOLID

REMOVE EXISTING AND

TOOTH IN NEW TO

MATCH EXISTING TO

ALLOW FRAME

INSTALLATION GROUTED

SOLID WITH MASONRY

ANCHORS

SHORE AS REQUIRED

TYPICAL

ENLARGE OPENING AS REQ'D SEE DOOR

SCHEDULE VERIFY LINTEL SIZE

NEW DOOR FRAME

GROUTED SOLID

CONFIRM M.O.

EXISTING CMU,

BRICK, BURNISHED

CMU WALL

PROVIDE (3) WALL

ANCHORS PER JAMB

AT HINGE AND

STRIKE LEVELS AND

MINIMUM 18 GAGE

BASE ANCHORS PER

SDI 105

NOTE: EXPOSED

SCREWS AND BOLTS

TO BE

COUNTERSUNK, FLAT

PHILLIPS-HEAD

FASTENERS

NEW DOOR - SEE

DOOR SCHEDULE

ENLARGE OPENING AS REQ'D SEE DOOR

SCHEDULE VERIFY LINTEL SIZE

LINE OF CEILING.

EXTEND CHASE

ABOVE CEILING AS

REQUIRED.

EXISTING CMU,

BRICK, BURNISHED

CMU, OR GCMU WALL

ELECTRICAL PANELS

TYPICAL SEE

ELECTRICAL

DRAWINGS.

CONFIRM M.O.

REMOVE EXISTING

AND TOOTH IN NEW

TO MATCH EXISTING

TO ALLOW CONDUIT

INSTALLATION

LINE OF CHASE AS

REQUIRED. SEE

ELECTRICAL

DRAWINGS

SCALE:

TYPICAL DOOR INSTALLATION

IN EXISTING MASONRY WALL

1/2" = 1'-0" A

SCALE:

TYPICAL DOOR INSTALLATION

IN EXISTING MASONRY OPENING

1/2" = 1'-0" B

SCALE:

TYPICAL ELECTRICAL DEVICE

INSTALLATION IN EXISTING WALL

1/2" = 1'-0" D

DEMOLITION PLAN KEY NOTES

DEMOLITION GENERAL NOTES

NOTES BELOW ARE INDICATED ON THE DRAWINGS BY THIS SYMBOL:

NOT ALL KEY NOTES MAY BE USED.

1. REFER TO PROJECT SPECIFICATION MANUAL FOR DEMOLITION CRITERIA BEFORE REMOVING ANY ITEMS.

2. REMOVE AND REPLACE EXISTING CONSTRUCTION AS REQUIRED FOR THE EXECUTION OF NEW WORK.

3. PROTECT EXISTING CONSTRUCTION TO REMAIN AS REQUIRED DURING DEMOLITION AND NEW WORK.

4. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION REQUIREMENTS AND

FOR COORDINATION WITH ALL TRADES.

5. DISCONNECT ALL MISCELLANEOUS FEATURES (I.E. ELECTRICAL, MECHANICAL, PLUMBING, ETC.)

ASSOCIATED WITH ITEMS TO BE DEMOLISHED (I.E. PARTITIONS, WALLS, CEILINGS, CABINETS ETC.).

6. REMOVAL OF ANY MECHANICAL, ELECTRICAL AND MISCELLANEOUS ITEMS WILL REQUIRE PATCH AND REPAIR OF ADJACENT MATERIALS TO REMAIN SHALL BE PREP AS REQUIRED TO RECEIVE NEW FINISHES.

7. PATCH AND REPAIR ALL SURFACES TO REMAIN TO MATCH EXISTING ADJACENT SURFACES AND PREP AS

REQUIRED TO RECEIVE NEW FINISHES.

8. CONTRACTOR SHALL PLACE ANY ITEMS OR MATERIALS TO BE RETAINED IN A SECURE LOCATION AS

DIRECTED BY OWNER.

9. REMOVAL OF TACKSTRIPS AS REQUIRED FOR DEMOLITION AND NEW WORK SHALL BE CUT IF POSSIBLE

TO LEAVE MAXIMUM AMOUNT INTACT. PATCH AND REPAIR HOLES AT REMOVED LOCATIONS.

10. REMOVAL OF ALL EXISTING WALL AND CEILING MOUNTED SIGNAGE, MAP ROLLS, PROJECTORS, SCREENS, ETC. FOR DEMOLITION AND NEW WORK . PATCH AND REPAIR AS REQUIRED FOR NEW WORK

AND FINISHED PAINT.

11. REMOVAL OF ALL EXISTING SPEAKERS, HORNS, FANS, OUTLETS, CLOCKS, ETC. PROVIDE NEW COVER PLATES AND PREP FOR FINISHED PAINT. COORDINATE WITH MECHANICAL AND ELECTRICAL FOR

ADDITIONAL INFORMATION.

12. REMOVAL OF MISC DOOR HARDWARE (STOPS, HOLD OPENS, ETC.) FROM EXISTING FRAMES, WALLS, FLOORS, ETC. BONDO EXISTING HOLLOW METAL FRAMING AND PATCH WALLS AS REQUIRED AT

REMOVED HARDWARE. PATCH AND REPAIR AS REQUIRED FOR NEW WORK AND FINISHED PAINT.

13. REMOVE EXISTING UNUSED NAILS, SCREWS AND OTHER WALL PROTRUSIONS FROM EXISTING SURFACES TO REMAIN. PATCH AND REPAIR TO MATCH EXISTING SURFACES AND PREP AS REQUIRED TO RECEIVE

NEW FINISHES.

14. FOR ALL SURFACES RECEIVING NEW FLOOR FINISHES PREPARE SUBSTRATE BY PROVIDING LEVELING

AND PATCHING COMPOUNDS RECOMMENDED BY FINISH FLOORING MANUFACTURERS.

3.1 REMOVE EXISTING SUPPORTED CONCRETE SLAB. COORDINATE EXTENT OF DEMOLITION WITH CIVIL.

3.2 REMOVE EXISTING CONCRETE SIDEWALK.

3.3 SAW CUT EXISTING CONCRETE SLAB AS REQUIRED FOR UNDERGROUND PIPING. COORDINATE WITH

MECHANICAL/PLUMBING DRAWINGS.

3.4 REMOVE EXISTING RAISED CONCRETE PAD

3.5 REMOVE EXISTING CONCRETE STAIR.

3.6 REMOVE EXISTING LIMESTONE/PRECAST CONCRETE CAP.

3.7 REMOVE EXISTING CONCRETE RAMP.

3.8 EXCAVATE AS REQUIRED FOR PROPOSED COLUMN FOOTINGS. REFER TO STRUCTURAL.

4.1 REMOVE PORTION OF EXISTING EXTERIOR BRICK/MASONRY WALL AS REQUIRED BY NEW

CONSTRUCTION.

4.1A REMOVE PORTION OF EXISTING EXTERIOR BRICK/MASONRY WALL FOR INSTALLATION OF NEW

OPENING.

4.1B REMOVE EXISTING EXTERIOR BRICK/MASONRY AND CONCRETE WALL AS REQUIRED FOR NEW

CONSTRUCTION.

4.2 REMOVE PORTION OF EXISTING INTERIOR MASONRY WALL AS REQUIRED BY NEW CONSTRUCTION.

REMOVE TO 8" BELOW TOP OF FLOOR SLAB.

4.2A REMOVE PORTION OF EXISTING INTERIOR MASONRY WALL FOR INSTALLATION OF NEW OPENING.

4.3 REMOVE EXISTING DUMPSTER ENCLOSURE IN ITS ENTIRETY, INCLUDING BRICK/CMU WALLS, LIMESTONE CAP, GALVANIZED PIPE BOLLARDS WITH CONCRETE FILL, METAL GATES, ETC.

5.1 REMOVE EXISTING STRUCTURAL STEEL, JOISTS, DECK, ETC. AS REQUIRED BY NEW CONSTRUCTION.

5.2 REMOVE EXISTING METAL STAIRS IN ITS ENTIRETY.

5.3 REMOVE EXISTING METAL HANDRAILS AND SUPPORTS IN THEIR ENTIRETY.

5.4 REMOVE METAL STUD AND GYPSUM BOARD WHERE INDICATED.

6.1 REMOVE EXISTING STUD/GYP PARTITION AS REQUIRED FOR NEW CONSTRUCTION.

6.1A REMOVE PORTION OF EXISTING STUD/GYP PARTITION FOR INSTALLATION NEW DOOR/WINDOW

FRAME.

7.1 REMOVE EXISTING ROOFING AS REQUIRED BY NEW CONSTRUCTION.

7.1A REMOVE EXISTING ROOFING AS REQUIRED FOR INSTALLATION OF NEW MECHANICAL EQUIPMENT.

COORDINATE WITH MECHANICAL DRAWINGS.

8.1 REMOVE EXISTING DOOR AND FRAME IN ITS ENTIRETY.

8.1A REMOVE EXISTING DOOR AND FRAME FOR INSTALLATION OF NEW REPLACEMENT DOOR AND FRAME.

8.1B REMOVE EXISTING DOOR ONLY. EXISTING FRAME TO REMAIN.

9.1 REMOVE EXISTING CARPET AND BASE. GRIND, LEVEL AND PREP FLOOR AS REQUIRED FOR NEW WORK.

REFER TO GENERAL DEMOLITION NOTE 14.

9.1A REMOVE EXISTING CARPET. EXISTING GLAZED MASONRY BASE TO REMAIN. GRIND, LEVEL AND PREP

FLOOR AS REQUIRED FOR NEW WORK.

9.2 REMOVE EXISTING VCT AND BASE. GRIND, LEVEL AND PREP FLOOR AS REQUIRED FOR NEW WORK.

9.2A REMOVE EXISTING VCT. EXISTING GLAZED MASONRY BASE TO REMAIN. GRIND, LEVEL AND PREP

FLOOR AS REQUIRED FOR NEW WORK.

9.3 REMOVE EXISTING CERAMIC/PORCELAIN TILE AND BASE. GRIND, LEVEL AND PREP FLOOR AS

REQUIRED FOR NEW WORK.

9.3A REMOVE EXISTING CERAMIC/PORCELAIN TILE FLOOR ONLY. EXISTING TILE BASE TO REMAIN.

9.3B REMOVE EXISTING CERAMIC/PORCELAIN TILE BASE ONLY. EXISTING TILE FLOOR TO REMAIN.

9.4 REMOVE EXISTING RUBBER/SPORTS FLOORING. OR OTHER FLOORING TYPE IE. GYM WOOD FLOOR

9.5 REMOVE EXISTING FLOORING BY OTHERS.

9.6 REMOVE EXISTING SUSPENDED CEILING SYSTEM IN ITS ENTIRETY, INCLUDING PADS, GRID, SUSPENSION WIRE, ETC.

9.6A REMOVE EXISTING ACOUSTIC CEILING TILES ONLY. EXISTING GRID, SUSPENSION WIRE TO REMAIN.

9.6B REMOVE PORTION OF EXISTING SUSPENDED CEILING SYSTEM AS REQUIRED FOR NEW

CONSTRUCTION.

9.7 REMOVE EXISTING GYPSUM/PLASTER CEILING SYSTEM IN ITS ENTIRETY, INCLUDING SUSPENSION

WIRE, FRAMING, ETC.

9.7A REMOVE PORTION OF EXISTING GYPSUM/PLASTER CEILING SYSTEM TO NEAREST JOINT LINE.

9.8 REMOVE EXISTING CONCEALED SPLINE CEILING SYSTEM. OR OTHER CEILING TYPE IE. LINEAR METAL

9.9 REMOVE EXISTING STAIR TREADS, RISERS AND RUBBER NOSING FOR REPLACEMENT.

DEMOLITION PLAN KEY NOTES (CONT'D)

10.1 REMOVE EXISTING WALL MOUNTED ITEMS SUCH AS CHALK BOARDS/TACK BOARDS/MARKER BOARDS

PLAQUES, TACK STRIPS, ETC. SALVAGE AND RETURN TO OWNER.

10.2 REMOVE EXISTING FOLDING PARTITION PANELS, SLIDING TRACK, HANGERS, ETC.

10.3 REMOVE EXISTING WALL MOUNTED ITEMS INCLUDING PAPER TOWEL DISPENSER, SOAP DISPENSER, MIRROR, ETC.

10.3A REMOVE, SALVAGE AND REINSTALL EXISTING TOILET ACCESSORIES INCLUDING PAPER TOWEL

DISPENSER, SOAP DISPENSER, MIRROR, ETC. AFTER PAINTING.

10.4 REMOVE EXISTING TOILET PARTITIONS AND ATTACHED ACCESSORIES.

10.5 REMOVE EXISTING LOCKERS AND BASE.

10.6 REMOVE EXISTING WALL MOUNTED SHELVING AND BRACKETS IN ITS ENTIRETY. SALVAGE AND

RETURN TO OWNER.

10.6A REMOVE EXISTING FIRE EXTINGUISHER & CABINET. SALVAGE FOR REINSTALLATION.

10.7 REMOVE EXTERIOR BUILDING LETTERS (SCHOOL NAME). PATCH AND REPAIR EXISTING BRICK.

11.1 REMOVE EXISTING GYMNASIUM EQUIPMENT INCLUDING BASKETBALL HOOPS, BACKBOARDS, PEG

BOARDS, ETC.

11.2 REMOVE EXISTING WALL PADS AND RELATED MOUNTING ACCESSORIES.

11.3 REMOVE EXISTING SCOREBOARD. COORDINATE WITH ELECTRICAL DRAWINGS.

11.3 REMOVE EXISTING RECESSED TABLES, MOUNTING ACCESSORIES AND METAL TRIM ASSOCIATED.

12.1 REMOVE EXISTING CASEWORK IN ITS ENTIRETY. COORDINATE WITH ALL THE OTHER TRADES.

12.2 REMOVE EXISTING COAT/STORAGE CUBBY INCLUDING HOOKS, SHELF, MOUNTING BRACKETS, ETC.

12.4 REMOVE EXISTING MILLWORK IN ITS ENTIRETY. COORDINATE WITH ALL THE OTHER TRADES.

12.5 REMOVE EXISTING WINDOW TREATMENTS INCLUDING MOUNTING BRACKETS.

12.6 REMOVE EXISTING STORAGE SHELVING UNITS, CABINETS, DESKS, ETC. SALVAGE AND RETURN TO

OWNER.

22.1 REMOVE EXISTING PLUMBING FIXTURES PER MECHANICAL DRAWINGS.

22.1A REMOVE, SALVAGE AND REINSTALL EXISTING PLUMBING FIXTURES PER MECHANICAL DRAWINGS.

22.1B REMOVE, SALVAGE AND REINSTALL EXISTING PLUMBING FIXTURES PER MECHANICAL DRAWINGS

AFTER FLOORING INSTALLATION.

22.2 REMOVE EXISTING DRINKING FOUNTAIN/EWC PER MECHANICAL DRAWINGS.

23.1 REMOVE EXISTING HORIZONTAL UNIT VENTILATOR, INCLUDING SHROUD WHERE PRESENT.

COORDINATE WITH MECHANICAL FOR EXTENT OF PIPING REMOVAL. PATCH AND REPAIR WALL. INFILL

OPENING TO MATCH EXISTING EXTERIOR BRICK AND CMU WALL CONSTRUCTION.

23.2 REMOVE EXISTING FIN TUBE/CONVECTOR COVER. COORDINATE WITH MECHANICAL FOR EXTENT OF

PIPING REMOVAL.

23.3 REMOVE EXISTING EXTERIOR MECHANICAL LOUVER PER MECHANICAL DRAWINGS.

23.3A REMOVE, SALVAGE AND REINSTALL EXTERIOR MECHANICAL LOUVER.

23.4 REMOVE EXISTING CEILING MOUNTED UNIT HEATER. COORDINATE WITH MECHANICAL AND

ELECTRICAL.

23.5 REMOVE EXISTING WALL MOUNTED UNIT HEATER. PATCH AND REPAIR WALL BY INFILL THE OPENING

WITH INSULATION AND PROVIDE COVER ENCLOSURE. COORDINATE WITH MECHANICAL AND

ELECTRICAL.

26.1 REMOVE EXISTING LIGHT FIXTURES PER ELECTRICAL DRAWINGS.

26.2 REMOVE EXISTING TV MONITORS INCLUDING SUPPORT BRACKETS. COORDINATE WITH ELECTRICAL

AND TECHNOLOGY.

26.3 REMOVE EXISTING ELECTRICAL/TECHNOLOGY EQUIPMENT. REFER TO ELECTRICAL DRAWINGS.

32.1 REMOVE EXISTING PLANTS, TREES AND PAVEMENT FROM EXISTING COURTYARD AND PREPARE FOR NEW CONCRETE SLAB ON GRADE. REMOVE AND EXISTING STORM DRAINS AND PREPARE EXISTING

STORM DRAIN LINES FOR CONNECTION OF NEW.

SCALE:

NOT USED

C

KEY PLAN

xxx xxx xxx

DEMOLITION NOTES

AND DETAILS

AD2.00

ISSUE DATE ISSUED FOR

CHECKED

APPROVED

DRAWN

PROJECT

SHEET

PROJECT NUMBER

SHEET NUMBER

12/15/2025 BID DOCUMENTS

Central Lake Public Schools Elementary School Secure Vestibule Central Lake, Michigan

2025-034.1

2851 High Meadow Circle | Suite 100 Auburn Hills | MI 48326

248.656.1377

EXISTING

COUNCILING

A103

EXISTING

IT

A104

EXISTING

CORRIDOR

A113

EXISTING

RECEPTION

A106

SECURE

VESTIBULE

A101

EXISTING

OFFICE

A108

EXISTING

HEALTH

A115

8.1

9.1 26.1

4.2

8.1

4.2

8.1

10.6 12.1

9.1 26.1

9.2 26.1 9.6

9.6

5.4

10.6A

9.6B

9.2

9.2

DEMOLITION PLAN NOTES

DEMOLITION LEGEND

COMPLETE DEMOLITION OF ALL EXISTING CEILINGS: ACOUSTICAL LAY-IN

TILE, SPLINE, PLASTER, GYPSUM BOARD INCLUDING ANY FRAMING - UNO.

REMOVE CEILING MOUNTED EQUIPMENT - SALVAGE AS REQUIRED.

SHADED AREA: COMPLETE DEMOLITION OF FLOORING FINISHES AND

WALL BASE INCLUDING ANY ADHESIVES - UNO. PREP SUBFLOOR AS

REQUIRED FOR NEW WORK.

SHADED AREA: DEMOLITION OF GYPSUM BOARD ON EXISTING SOFFIT.

EXISTING SOFFIT FRAMING TO REMAIN, PREPARE AS REQUIRED FOR

NEW WORK.

1. REFER TO SHEET AD2.00 FOR DEMOLITION GENERAL NOTES AND KEY NOTES.

2. DASHED LINES REPRESENTS DEMOLITION

3. REFER TO HARDWARE SCHEDULE FOR DOOR OPERATING HARDWARE REMOVAL FOR REPLACEMENT.

REFER TO WALL SECTIONS FOR ADDITIONAL INFORMATION

KEY PLAN

AjA

RL

CW

UNIT A

DEMOLITION

FLOOR PLAN

AD2.10A

ISSUE DATE ISSUED FOR

CHECKED

APPROVED

DRAWN

PROJECT

SHEET

PROJECT NUMBER

SHEET NUMBER

12/15/2025 BID DOCUMENTS

Central Lake Public Schools Elementary School Secure Vestibule Central Lake, Michigan

2025-034.1

2851 High Meadow Circle | Suite 100 Auburn Hills | MI 48326

248.656.1377

AB

SCALE:

DEMOLTION PLAN

1/4" = 1'-0" A

AD2.10A

2'-

" M

IN

3'-

2" M

AX

STAIR HANDRAIL

1'-0"1'-0"

110.0

6.00.010.0

5'- 0" 6'-

0"

6'- 0"

5'- 0"

5'- 0"

M

IN

8'- 0"

M

AX

4" M

IN

2'-

" M

AX

DRINKING FOUNTAINS/ ELECTRIC WATER COOLER

TOILET ROOM SIGNAGE

3'- 3"

M

IN

3'- 0"

M

AX

.4'- 0"5'- 4"

D

IS

PE

N

SE

R

FIRE EXTINGUISHER EQUIPMENT

TOILET ROOM ACCESSORIES

PA

PE

R

SH

EL

F

SA

N

IT

AR

Y

D

IS

PE

N

SE

R

TO

W

EL

N

AP

KI

N

3'- 8"

M

AX

R

EC

EP

TA

C

LE

TR

AS

H

C

LO

TH

ES

D R

YE

R

H

AN

D

D

IS

PE

N

SE

R

SO

AP

H O

O

KS

2'-

" M

AX

2'-6" CLR.

MIN.

BARRIER FREE LAVATORIES AND MIRRORS

AN

D

/O R

C

AB

IN

ET

EX

TI

N G

U

IS

H

FI

R

E H

O

SE

VA

LV

E R

AC

K

O R

FI

E

H O

SE

1'-6" MIN.

6'- 0"

M

IN

3'- 2"

M

AX

1'- 6"

M

AX

FI

R

E H

O

SE

EX

TI

N G

U

IS

H

FI

R

E

C

AB

IN

ET

VA

LV

E

2'-

" M

AX

2'-

5" M

IN

2'- 5"

M

IN

1'-6" MIN.

2'- 3"

M

IN

11" MIN.

8"

MIN.9"

M

IN

1'-6" MIN.

1'-3" MAX.

RT OR LEFT

2'-6" MIN.

3'- 2"

M

IN

4'-

0" M

AX

6'- 0"

M

IN

SHOWER UNIT

2'- 9"

3'-

0"

1/2 " C

UR

B

MA

X.

CONTROL AREA

60" MIN.

HOSE

2'-6" MIN.

1'- 5"

MA

X.

3'- 8"

M

AX

BARRIER FREE URINAL

SIDE OPENING

3'- 6"

CL

2'- 3"

5'- 0"

ALT.

LOC.

RAMP HANDRAIL

2'-

" M

IN

3'-

2" M

AX

1'-0" 1'-0"

5'-0" MIN.

STALL LAYOUT

3'- 6"

M

IN

1'-

0"

6" 3'-0" MIN.

3'- 6"

ELEVATORS

CENTER OPENING

LC

4" MAX.

5'- 0"

M

IN

1'- 3"

MI

N.

MOUNTING HEIGHTS

CONVENIENCE CONTROLS AND OUTLETS

BR

EA

KE

R

S C

IR

C

U

IT

SW

IT

C H

D

IM

M

ER

CL

CL

SE

C

U R

IT

Y

C O

N

TR

O L

C O

N

TR

O L

H

VA

C

LI

G

H T

SW

IT

C H

O U

TL

ET

S

FI

R

E

AL

AR

M

4'- 0"

M

AX

C

CL

L

IN

TE

R C

O M

CL

LENGTH OF

TREAD

BARRIER FREE WATER CLOSET

2'- 9"

3'-

0"

1'- 5"

1'-

7"

1'-6"

1'- 0"

MI

N.

2'- 9"

3'-

0"

4'- 0"

M

AX

1'- 5"

1'-

7"

1'- 3"

MI

N.

1'- 0"

MI

N.

7" MIN-9" MAX

36" MIN.

CL

12" MIN. 24' MIN.

42" MIN.

54" MIN.

39" - 41"

" M

IN

NOTE: HEIGHT ABOVE FLOOR TO BASELINE

OF CHARACTER TO COMPLY WITH ICC/ANSI

A117.1-2009 TABLE 703.2.4

M.B. T.B.T.B.

TACK BOARDS AND MARKER BOARDS

2'-0" AT KINDERGARTEN CLASSROOMS

2'-6" AT ELEMENTARY CLASSROOMS

3'-0" AT HIGH SCHOOL CLASSROOMS

INTERACTIVE PANEL

INTERACTIVE PANEL MOUNTING

2'- 8"

7"

12" MIN.

18" MAX.

" - 17

36" MIN.

CL

12" MIN. 24' MIN.

34" - 36"

" M

IN

24" - 42"

CL

42" MIN. 12"

MAX.

54" MIN.

" M

AX

" 1 1

/2"

CL

EA

R

BARRIER FREE WATER CLOSET

MOUNTING HEIGHTS FOR CHILDREN

CANE APRON AT

NON-ADA (WHERE

NOT PROTECTED IN

AN ALCOVE)

11"

MIN.

9" M

IN

3'- 0"

M

AX

8"

MIN.

1'-5" MIN.

2'- 3"

WITH OPTIONAL BOTTLE FILLER

ADA STANDARD

ABBREVIATIONSMATERIAL LEGEND

SCALE:

A

A2.20 A2.20

DETAIL LOCATOR

INTERIOR ELEVATION IDENTIFICATION

SHEET WHERE DETAIL IS

DRAWN

DRAWING SYMBOL

SYMBOL LEGEND

FOR CROSS-REFERENCING:

DETAIL IDENTIFICATION

SHEETS WHERE DETAIL IS CUT

DETAIL IDENTIFICATION

1" = 1'-0"

DETAIL TITLE

IDENTIFICATION

PLAN OR DETAIL

DETAIL IS DRAWN

SHEET WHERE

EXISTING

X

NEW

X

COLUMN GRID

FLOOR

ROOM

FLOOR

ROOM

A101

NAME

ROOM NAME AND NUMBER

DOOR IF MORE

BUILDING/UNIT

BUILDING/UNIT

BUILDING SECTION LOCATOR

PLAN OR DETAIL BLOW-UP

SHEET WHERE BUILDING

SECTION IS DRAWN

ELEVATION SYMBOL

BUILDING SECTION IDENTIFICATION

SHEET WHERE ELEVATION IS DRAWN

SHEET WHERE ELEVATION IS DRAWN

EXISTING DOOR

NOTE

CONSTRUCTION / DEMO

AREA OF PREVIOUS CHANGE

PER ROOMNEW DOOR

TYPE

PARTITION

x x

ITEM NUMBER

ADDENDUM (ADD), CONSTRUCTION CHANGE DIRECTIVE (CCD), OR

AREA OF CURRENT CHANGE

ARCHITECT'S SUPPLEMENTAL INSTRUCTIONS (ASI)

MISCELLANEOUS SYMBOLS

DOOR NUMBER AND SYMBOLS

EQUIPMENT

TYPE

THAN ONE DOOR

EXTERIOR ELEVATION IDENTIFICATION

x xx x xx x xx x xx

A5.10

A

B

C

D X.X-X X

A101A

X-X12

AC AIR CONDITIONING

ACOUST ACOUSTICAL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADJ ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AGG AGGREGATE

ALT ALTERNATE

AL/ALUM ALUMINUM

ANOD ANODIZED

APC ARCHITECTURAL PRECAST LINTEL

APPROX APPROXIMATE

ARCH ARCHITECT(URAL)

ASPH ASPHALT

AV AUDIO/VISUAL

L ANGLE

B CMU BURNISHED CMU

BIT BITUMINOUS

BD BOARD

BF BARRIER FREE

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BENCH MARK/BEAM

BOT BOTTOM

BRG BEARING

BUR BUILT-UP ROOF

CAB CABINET

CUH CABINET UNIT HEATER

CB CHALKBOARD/CATCH BASIN

CEM CEMENT

CER CERAMIC

CFM CUBIC FEET PER MINUTE

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

COMP COMPACTED

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS/CONTINUE

CONTR CONTRACTOR

CORR CORRUGATED

CPL CEMENT PLASTER

CPT CARPET

CT CERAMIC TILE

CU CONDENSING UNIT

CUSP CUSPIDOR

CWF CURTAINWALL FRAMING

D DEPTH/DEEP

° DEGREE

DC DISPLAY CASE

DEMO DEMOLISH/DEMOLITION

DTL DETAIL

DF DRINKING FOUNTAIN

DIA/Ø DIAMETER

DIM DIMENSION

DIV DIVISION

DS DOWNSPOUT

DWG DRAWING

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EQ EQUAL

EQUIP EQUIPMENT

EIFS EXTERIOR INSULATION FINISH

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EX/EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

FD FLOOR DRAIN

FEC FIRE EXTINGUISHER CABINET

FF FORCED FLOW CABINET HEATER

FHC FIRE HOSE CABINET

FIN FINISH

FIN FL FINISH FLOOR

FLR FLOOR

FOUND FOUNDATION

FT/' FEET

FTG FOOTING

FRP FIBERGLASS REINFORCED

POLYESTER

GA GAUGE

GALV GALVANIZE(D)

GB GRAB BARS

GHT GLAZED HOLLOW TILE

GL GLASS

GLCMU GLAZED CMU

GLZD GLAZED

GYP GYPSUM

H/HGT HEIGHT

HB HOSE BIB

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HIGH POINT

HR HOUR

HVAC HEATING/VENTILATING/AIR

CONDITIONING

ID INSIDE DIAMETER

IN/" INCH

INCL INCLUDE(D),(ING)

INSUL INSULATION/INSULATE(D)

INT INTERIOR

JST JOIST

JT JOINT

KIT KITCHEN

L LENGTH

LAM LAMINATE(D)

LAV LAVATORY

LB/# POUND

LGF LIGHT GAUGE FRAMING

LIN LINOLEUM

LKR LOCKER

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LMC LINEAR METAL CEILING

LOC LOCATION(S)

LP LOW POINT

MANUF MANUFACTURER

MAR MARBLE THRESHOLD

MB MARKER BOARD

MAS MASONRY

MAT MATERIAL/MAT

MAU MAKE UP AIR UNIT

MAZ MAXIMUM

MECH MECHANICAL

MEZZ MEZZANINE

MIN MINIMUM/MINUTE

MISC MISCELLANEOUS

ML MASONRY LINTEL

MP METAL PANEL

MWP METAL WALL PANEL

MO MASONRY OPENING

MET/MTL METAL

MSF METAL STUD FRAMING

MT METAL THRESHOLD

NIC NOT IN CONTRACT

NO/# NUMBER

NOM NOMINAL

NSF NON-SLIP FINISH

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OHD OVERHEAD DOOR

OPNG OPENING

OPP OPPOSITE

OS OVERFLOW SUMP

PART PARTICLE

PART'N MOVABLE PARTITION

PC PRECAST CONCRETE

PL PLATE/PROPERTY LINE

PLAS PLASTER

PLAM PLASTIC LAMINATE

PLYWD PLYWOOD

PREFAB PREFABRICATED

PREFIN PREFINISHED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PTD PAINTED

PVC POLYVINYL CHLORIDE

QT QUARRY TILE

R RISER/RADIUM

RB RESILIENT WALL BASE/RUBBER BASE

RBF RUBBER FLOORING

RC RAIN CONDUCTOR

RES RESILIENT

RS ROOF SUMP

REF REFERENCE

REFR REFRIGERATOR

REINF REINFORCING

REQ'D REQUIRED

REV REVISION(S)

RF ROOF EXHAUST FAN

RM REMOVABLE MULLION/ROOM

RO ROUGH OPENING

RWO RIGHT OF WAY

RTU ROOF TOP UNIT

RV ROOF VENT

S SINK

SAAC SPRAY APPLIED ACOUSTICAL COATING

SCHED SCHEDULE

SEAL CONCRETE SEALER

SEC SECTION

SFF STOREFRONT FRAMING

SHT SHEET

SIM SIMILAR

SPEC(S) SPECIFICATIONS

SP CMU SPLIT FACE CMU

SPI SPORTS IMPACT FLOORING

SPKR SPEAKER

SQ SQUARE

SS SERVICE SINK/STAINLESS STEEL

SSM SOLID SURFACE MATERIAL

STD STANDARD

STL STEEL

STRUCT STRUCTURAL

SUSP SUSPENDED

SVT SOLID VINYL TILE

SV SHEET VINYL

T TREAD

T&B TOP AND BOTTOM

TB TACK BOARD

TC TOP OF CURB

TEMP TEMPERED

TER TERRAZZO

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOS TOP OF STEEL

TS TUBE STEEL

TV TELEVISION

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

UV UNIT VENTILATOR

VCT VINYL COMPOSITION TILE

VCG VINYL COVERED GYPSUM BOARD

VERT VERTICAL

VIF VERIFY IN FIELD

VUV VERTICAL UNIT VENTILATOR

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WDSC WOOD SOUND CONTROL

WH WATER HEATER

WP WORKING POINT / WATERPROOF

WWF WELDED WIRE FABRIC

SOIL

ASPHALT AGGREGATE

GRANULAR FILL

STONE/GRAVEL

CONCRETE

CONCRETE MASONRY UNIT

BRICK

GLAZED HOLLOW CMU

STRUCTURAL GLAZED TILE

LIMESTONE

MARBLE

FINISH WOOD

COMPOSITION/PLYWOOD

CONTINUOUS WOOD BLOCKING

BLOCKING OR SHIMS

BATT INSULATION

RIGID INSULATION

PREMOLDED EXPANSION JOINT/

COMPRESSIBLE FILLER STRIP

PLASTER OR GYPSUM BOARD

CERAMIC OR QUARRY TILE

TERRAZZO

ACOUSTICAL PANEL OR ACOUSTICAL TILE

EXISTING MATERIAL (IN SECTION)

EXISTING MATERIAL (IN PLAN)

DEMOLITION - TO BE REMOVED

KEY PLAN

xxx xxx xxx

ARCHITECTURAL

REFERENCE

SHEET

A0.01

ISSUE DATE ISSUED FOR

CHECKED

APPROVED

DRAWN

PROJECT

SHEET

PROJECT NUMBER

SHEET NUMBER

12/15/2025 BID DOCUMENTS

Central Lake Public Schools Elementary School Secure Vestibule Central Lake, Michigan

2025-034.1

2851 High Meadow Circle | Suite 100 Auburn Hills | MI 48326

248.656.1377

AutoCAD SHX Text

MEN

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

MULTI USE ROOM

B102

VESTIBULE

B101

UNIT 'B

UNIT 'A

UNIT 'A'

UNIT 'B'

COUNCILING

A103

IT

A104

CORRIDOR

A113

CLASSROOM

A105

CLASSROOM

A109

CLASSROOM

A107

CLASSROOM

A111

CLASSROOM

A114

CLASSROOM

A116

CLASSROOM

A118

CLASSROOM

A120

CORRIDOR

A102

RECEPTION

A106

SECURE

VESTIBULE

A101

OFFICE

A108

STORAGE

A110

CONFERENCE

A112

VAULT

A113

HEALTH

A115

WORK RM.

A117

TEACHER

PLANNING

A121

PASSAGE

A122

FEC

KITCHEN

B103

STORAGE

B104

GIRLS

TOILET

B105

BOYS

TOILET

B106

EXISTING

VESTIBULE

B107

EXISTING

CORRIDOR

B108

ART ROOM 127

B109

CLASSROOM 129

B110

CLASSROOM 130

B111

CLASSROOM 131

B112

CLASSROOM 132

B113

EXISTING

VESTIBULE

B114

MECH.

A119

GIRLS

A123

AV

STORAGE

A122

VEST.

A110

CORRIDOR

A124

READING

A125

SPECIAL

EDUC.

A129

KINDERGARTEN

A126

WORK

A128

OFFICE

A127

STOR.

A130

TLT.

A131

WORK AREA #1

LEVEL 2 ALTERATIONS

1011 SQUARE FEET

1426 SQ

FGT

EXIT ACCESS TRAVEL DIST. = 124 FT.

SECURE VESTIBULE

272 SQ FT

EXIT ACCESS TRAVEL DIST. = 124 FT.

PROJECT NAME - Central Lake Elementary School

DESIGN CODES -

2021 MICHIGAN REHABILITATION CODE (EXISTING BUILDING)

2016 SCHOOL FIRE SAFETY RULES

NFPA 101 LIFE SAFETY CODE 2012 EDITION

2021 MICHIGAN PLUMBING CODE

2021 MICHIGAN MECHANICAL CODE

2015 MICHIGAN UNIFORM ENERGY CODE

2023 MICHIGAN ELECTRICAL CODE RULES, PART 8

2023 NATIONAL ELECTRICAL CODE (NFPA 70)

2017 ICC A117.1 ACCESSIBLE AND USABLE BUILDINGS & FACILITIES

ADDITION DESIGN CODE

2021 MICHIGAN BUILDING CODE

1) DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE (106.6)

A. A REPRESENTATIVE OF FRENCH ASSOCIATES WILL BE THE DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE.

3) EXISTING BUILDING INFORMATION

A. 1 STORY, 1ST FLOOR = 30,817 SQUARE FEET

B. SECURE VESTIBULE REMODEL = 1011 SQ FT (ALTERATION LEVEL 2)

C. THE BUILDING IS NOT SPRINKLERED

D. TYPE OF CONSTRUCTION IS IIB (II-000 FROM SCHOOL FIRE SAFETY RULES)

E. USE GROUP IS OCCUPANCY E (EDUCATION)

F. OCCUPANT LOAD OF BUILDING IS NOT CHANGING (STUDENT POPULATION IS NOT INCREASING)

4) COMPLIANCE METHOD (CHAPTER 3)

A. WORK AREA COMPLIANCE METHOD (301.1.2) - THE WORK SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF

CHAPTERS 5 THROUGH 11.

5) CLASSIFICATION OF WORK (CHAPTER 5)

A. AS DEFINED BY THE MICHIGAN REHABILITATION CODE, THE WORK INCLUDES LEVEL 1 ALTERATIONS AND LEVEL 2

ALTERATIONS. THE WORK AREA DOES NOT EXCEEDS 50% OF THE BUILDING AREA.

B. THERE IS NO CHANGE OF OCCUPANCY.

C. THERE IS NO ADDITION.

D. UNDER THE SCHOOL FIRE SAFETY RULES, THE SCOPE OF WORK IN THE LEVEL 1 ALTERATIONS IS THE REPLACEMENT

OF EXISTING FINISHES AND SYSTEMS. AS A RESULT, THE LEVEL 1 ALTERATION AREAS DO NOT QUALIFY AS

REMODELING.

E. THE LEVEL 2 ALTERATION AREAS ARE BEING REMODELED AS DEFINED BY THE SCHOOL FIRE SAFETY RULES. THE LEVEL 2 ALTERATION AREA IS LESS THAN 50% OF THE BUILDING AREA SO WE ARE NOT REQUIRED TO BRING THE

WHOLE BUILDING INTO COMPLIANCE.

6) CHAPTER 7- ALTERATIONS- LEVEL 1

A. SECTION 702.1- NEW INTERIOR FINISHES WILL COMPLY WITH CHAPTER 8 OF THE MICHIGAN BUILDING CODE.

B. FROM TABLE 803.9- CORRIDORS ARE CLASS B FINISHES, ROOMS ARE CLASS C FINISHES

C. INTERIOR FLOOR FINISHES SHALL COMPLY WITH SECTION 804 OF MBC.

7) CHAPTER 8- ALTERATIONS- LEVEL 2

a) SECTION 803.4- NEW INTERIOR FINISHES WILL COMPLY WITH CHAPTER 8 OF THE MICHIGAN BUILDING CODE.

i) FROM TABLE 803.9- CORRIDORS ARE CLASS B FINISHES, ROOMS ARE CLASS C FINISHES

b) 803.4.1- THE NEW AND EXISTING FINISHES OF CORRIDORS SERVING THE WORK AREA COMPLY WITH SECTION 804 OF MBC.

c) SECTION 804- FIRE PROTECTION

i) 804.2.2- IN WORK AREAS, THE FIRE PROTECTION (SPRINKLER) SYSTEM WILL BE MODIFIED AS REQUIRED TO COMPLY WITH

THE MICHIGAN BUILDING CODE.

ii) 804.4- THE EXISTING BUILDING HAS AN EXISTING, PREVIOUSLY APPROVED FIRE ALARM SYSTEM (EXCEPTION 1).

iii) 804.4.1.1 THE EXISTING FIRE ALARM SYSTEM IS ALREADY IN PLACE IN THE WORK AREAS AND SHALL BE MAINTAINED.

MODIFICATIONS SHALL COMPLY WITH SECTION 907 OF THE MBC.

d) SECTION 805.3- THE EXISTING NUMBER OF EXITS BEING MAINTAINED COMPLY WITH MBC CHAPTER 10 REQUIREMENTS

FOR QUANTITY AND SIZING.

e) SECTION 805.5- CORRIDOR DOORS IN THE WORK AREA THAT ARE BEING REPLACED SHALL BE SOLID CORE WOOD OR

HOLLOW METAL AND SHALL NOT CONTAIN LOUVERS.

f) 805.5.3- OTHER CORRIDOR OPENING- THE EXISTING CORRIDOR WALLS PROVIDE A SMOKE BARRIER SEPARATION. NEW

CORRIDOR OPENINGS SHALL MAINTAIN THE SMOKE BARRIER.

g) 805.6- DEAD END CORRIDORS IN THE WORK AREAS DO NOT EXCEED 35'

h) 805.7- MEANS OF EGRESS AND EMERGENCY LIGHTING ARE PROVIDED AS REQUIRED IN THE LEVEL 1 AND LEVEL 2

ALTERATION AREAS

i) 805.8- EXIT SIGNS AS PROVIDED AS REQUIRED IN THE LEVEL 1 AND LEVEL 2 ALTERATION AREAS.

8) NFPA 101 LIFE SAFETY CODE, CHAPTER 11, EXISTING EDUCATIONAL OCCUPANCIES

a) THE SPACES BEING REMODELED (LEVEL 2 ALTERATIONS) ARE DESIGNED TO COMPLY WITH THE REQUIREMENTS OF

CHAPTER 11, EXISTING EDUCATIONAL OCCUPANCIES.

b) 11-2.2 THROUGH 11-2.5- EXISTING MEANS OF EGRESS COMPONENTS COMPLY.

c) 11-2.6 TRAVEL DISTANCE TO EXITS- EXISTING EXIT TRAVEL DISTANCES ARE BEING MAINTAINED. IN LOCATIONS WHERE

THE TRAVEL DISTANCE TO AN EXIT IS BEING CHANGED BY THE ADDITION, THE ROOMS HAVE AN EXIT TRAVEL DISTANCE

OF LESS THAN 200'.

d)11-2.8 THROUGH 11-2.10- NEW LIGHT FIXTURES, EMERGENCY LIGHTING AND EXIT SIGNS ARE PART OF THE WORK AND

WILL COMPLY.

e)11-3.2- THE EXISTING BOILER ROOM IS SEPARATED FROM THE REST OF THE BUILDING BY A 1 HOUR FIRE BARRIER.

f) 11-3.3- INTERIOR FINISHES OF CORRIDORS ARE CLASS B, MINIMUM. ALL OTHER LOCATIONS ARE CLASS C, MINIMUM.

g) THE EXISTING FIRE ALARM SYSTEM IS BEING MAINTAINED.

h) 11-3-6- WE ARE NOT REMODELING THE CORRIDORS OR MOST CLASSROOM SPACES, JUST REPLACING CEILINGS, LIGHTS

AND FINISHES AS INDICATED. IN LOCATIONS WHERE WE ARE REMODELING, THE CORRIDOR WALL IS BEING MAINTAINED

AS EXISTING.

i) 11-3.7- THE EXISTING BUILDING IS SUB-DIVIDED INTO EXISTING FIRE AREAS.

CODE PLAN INFORMATION

LEVEL 2 ALTERATION DESCRIPTION:

REMODEL EXISTING CORRIDOR AREA TO ADD A NEW WALL & CREATE A PROPOSED

SECURE VESTIBULE. ADD A DOOR FROM THE CORRIDOR INTO THE MAIN OFFICE,

ONE DOOR FROM SICK ROOM TO BE REMOVED AND REPLACED (NEW LOCATION),

AN EXISTING CORRIDOR WALL WILL BE MODIFIED AND DOORS RELOCATED TO

CREATE THE SECURE VESTIBULE.

LEVEL 2 ALTERATIONS

AREA 1 = 1011 SQ FT

ALTERATION DESCRIPTION

PER MBC SECTION 603.1 FOR TYPES I AND II CONSTRUCTION -

FIRE-RETARDANT-TREATED (FRT) WOOD SHALL BE PERMITTED AND USED

ANYWHERE INDICATED AS WOOD/PLYWOOD ETC. IN NON-BEARING PARTITIONS

WHERE THE REQUIRED FIRE RESISTANCE RATING IS 2 HOURS OR LESS,

NONBEARING EXTERIOR WALLS WHERE FIRE-RESISTANCE RATING IS NOT

REQUIRED, OR ROOF CONSTRUCTION, INCLUDING GIRDERS, TRUSSES, FRAMING

AND DECKING.

FIRE-RETARDANT-TREATED (FRT) WOOD

INDICATES 1 HOUR RATED FIRE/SMOKE BARRIER WALL TO DECK

W/ 45 MIN. RATED DOORS, FRAMES AND GLAZING

INDICATES EXISTING CORRIDOR WALL CONSTRUCTION TO BE

MAINTAINED

LEVEL 2 ALTERATIONS

EGRESS OCCUPANT LOAD-

-EGRESS DOOR CAPACITY:

EGRESS OCCUPANTS:

CODE PLAN LEGEND

INDICATES EXISTING 1 HOUR RATED FIRE/SMOKE BARRIER WALL

TO DECK W/ 45 MIN. RATED DOORS, FRAMES AND GLAZING

AREA WITH NO WORK

FOR REPAIRS ONLY

A-3 143 72 1 2 3 3 - 1 1 -

B 15 5 1 1 1 1 - 1 - -

E 144 72 3 3 3 3 - 2 1 -

1.

2.

3.

STUDENT POPULATION = 144

CALCULATIONS BASED ON 2021 MICHIGAN PLUMBING CODE TABLE 403.1

SECTION 419.2 URINALS MAY BE SUBSTITUTED FOR UP TO 67% OF WATER CLOSETS

GENERAL NOTES:

PLUMBING FIXTURE CALCULATIONS

OCCUPANCY

TYPE

(MPC Table 403.1) (MBC Section 1004)

OCCUPANTS

TOTAL

EACH

SEX

WATER CLOSETS

MALE FEMALE(Description)

BUILDING AREA

GENERAL STUDENT AREAS

Occupant load based on actual student count

1 per 50 1 per 50

OFFICE AREAS

net/100 = occupants

Bleacher seat count

GYMNASIUM

1 per 50 1 per 50

MALE

LAVATORIES

FEMALE SHOWERS

BATHTUBS

FOUNTAINS

DRINKING SERVICE

SINKS

OTHER

1 per 100

1 per 500

1 per 5001 per 2001 per 125 1 per 65

1 per 25 (first 50), 1 per 50 after

1 per 40 (first 80), 1 per 80 after

KEY PLAN

AjA

RL

CW

LIFE SAFETY PLAN

A0.02

ISSUE DATE ISSUED FOR

CHECKED

APPROVED

DRAWN

PROJECT

SHEET

PROJECT NUMBER

SHEET NUMBER

12/15/2025 BID DOCUMENTS

Central Lake Public Schools Elementary School Secure Vestibule Central Lake, Michigan

2025-034.1

2851 High Meadow Circle | Suite 100 Auburn Hills | MI 48326

248.656.1377

AB

SCALE:

LIFE SAFETY PLAN

1/16" = 1'-0"

B102

B101

UNIT 'B

UNIT 'A

UNIT 'A'

UNIT 'B'

A103

A104

A113

A105 A109A107 A111

A114A116A118A120

A102

A106

A101

A108

A110

A112

A113

A115 A117

A121

A122

FEC

B103B104

B105 B106

B107B108

B109B110B111B112B113

B114

A119

A123 A122

A110

A124

A125

A129

A126

A128 A127 A130

A131

KEY PLAN

AjA

RL

CW

COMPOSITE

FLOOR PLAN

A2.10

ISSUE DATE ISSUED FOR

CHECKED

APPROVED

DRAWN

PROJECT

SHEET

PROJECT NUMBER

SHEET NUMBER

12/15/2025 BID DOCUMENTS

Central Lake Public Schools Elementary School Secure Vestibule Central Lake, Michigan

2025-034.1

2851 High Meadow Circle | Suite 100 Auburn Hills | MI 48326

248.656.1377

AB

SCALE:

COMPOSITE FLOOR PLAN

1/16" = 1'-0"

A103

IT

A104

CORRIDOR

A113

RECEPTION

A106

SECURE

VESTIBULE

A101

OFFICE

A108

HEALTH

A115

WORK RM.

A117

A104A

A1

A

PASSAGE

A122

A106AA1

A

A1

B

A1

A

FEC

W1

A106B

EXISTING 20'-0" +/ - V.I.F.

EX

IS

TI

NG

'-7

V.

I.F

6'-0" 5"

EX

IS

TI

NG

'-0

V.

I.F

8" 5" 12'-11"+/-

1'- 9"

3'- 4"

M .O

.5'-0"3'-4"5"

EXISTING 8'-9" +/-

SCALE:

UNIT A FLOOR PLAN

1/4" = 1'-0"

EXTERIOR WALLS TO BE 4" NOMINAL MASONRY VENEER W/ 1" AIR SPACE

ON 3" RIGID INSUL. ON CMU BACK-UP (8" OR 12")-

ALL WALLS ARE FULL HEIGHT CMU.

FLOOR PLAN LEGEND (EXTERIOR WALLS)

FLOOR PLAN NOTES

1. ALL INTERIOR PARTITIONS SHALL EXTEND UP TO UNDERSIDE OF ROOF DECK..

2. PROVIDE BATT SOUND ATTENUATION INSULATION ABOVE CEILING, 4'-0" EACH

SIDE OF PARTITION, FOR PARTITIONS THAT DO NOT EXTEND UP TO ROOF

DECK.

3. UNLESS OTHERWISE INDICATED, ALL WALLS OF MAIN CORRIDORS ARE SMOKE

PARTITIONS. REFER TO CODE PLAN FOR REMAINING INFORMATION.

4. UNLESS OTHERWISE INDICATED, ALL INTERIOR MASONRY WALLS ARE 8" CMU.

FLOOR PLAN KEY NOTES

1. INFILL AND KEY IN 8" NOM. CMU WALL WHERE DOOR WAS REMOVED. PATCH,

REPAIR, & PAINT TO MATCH EXISTING ADJACENT CONSTRUCTION.

2. REMOVE EXISTING DOOR AND FRAME AND REPLACE WITH RATED DOOR AND

FRAME. REFER TO DOOR SCHEDULE.

3. CUT NEW OPENING INTO CMU WALL FOR PROPOSED DOOR OPENING. TOOTH IN

CMU. REFER TO DOOR SCHEDULE AND FINISH SCHEDULE.

4. PROVIDE METAL STUD PARTITION TO MATCH DEPTH OF WALL - VERIFY IN FIELD.

5/8" GYP.BD. BOTH SIDES W/ ACOUSTIC INSULATION.

5. RE-INSTALL FIRE EXTINGUISHER CABINET WHERE INDICATED

6. GRIND, LEVEL, AND PREP FLOOR FOR NEW FINISH WHERE DOOR OR WALL WAS

REMOVED. FOLLOW MANUFACTURER SPECIFICATIONS FOR ALL SURFACES

RECEIVING NEW FLOOR FINISHES COORDINATE WITH REMOVALS PLANS & FINISH

PLANS.

7. ADD SECURITY FILM TO EXISTING WINDOW. SEE DOOR SCHEDULE REMARK #6.

8. PROVIDE AND INSTALL LINTEL AS REQUIRED. REFER TO STRUCTURAL.

X

5/8" GYPSUM BOARD EACH SIDE OF METAL STUDS- PROVIDE IMPACT

RESISTANT GYP. BD. TO 8'-0" TYP.

C.M.U. PARTITION AS INDICATED

FLOOR PLAN LEGEND (INTERIOR WALLS)

REFER TO SHEET A0.03 FOR PARTITION LEGEND

ALL INTERIOR WALLS TO DECK .

M8 TYPICAL C.M.U. PARTITION, UNLESS TAGGED OTHERWISE

S4 TYPICAL INSULATED STUD WALL PARTITION, UNLESS TAGGED OTHERWISE

METAL WALL PANEL ON INFILTRATION BARRIER ON 5/8” EXT. SHEATING ON

1 1/2” RIGID INSULATION ON LIGHT GAUGE FRAMING W/ R-19 BATT

INSULATION.

EXTERIOR WALLS TO BE METAL WALL PANELS ON INFILTRATION BARRIER

ON 5/8” EXT. SHEATING ON 78" HAT CHANNEL FRAMING ON 3" RIGID INSUL.

ON CMU BACK-UP (8" OR 12"). ALL WALLS ARE FULL HEIGHT CMU.

KEY PLAN

xxx xxx xxx

UNIT A

PARTIAL

FLOOR PLAN

A2.10A

ISSUE DATE ISSUED FOR

CHECKED

APPROVED

DRAWN

PROJECT

SHEET

PROJECT NUMBER

SHEET NUMBER

12/15/2025 BID DOCUMENTS

Central Lake Public Schools Elementary School Secure Vestibule Central Lake, Michigan

2025-034.1

2851 High Meadow Circle | Suite 100 Auburn Hills | MI 48326

248.656.1377

AB

1-S4

S4

DOOR TYPES

F N1

3'- 7"

M

AX

GLAZING

(GL-5a,5b or 5c PER

DOOR

RATING)

100 SQ. IN.

1'- 8"

V

4'- 0"

1'-8" EQ.

GLAZING

(GL-5c)

EQ.

GLAZING

(GL- 8a)

6"*

T

FG2

6"*

6"

3'- 4"

PANIC

DEVICE

MOUNTING

HT.

3'-

FRAME TYPES

SE

E

DO

OR

S

CH

ED

UL

E 2"

2"

SEE DOOR

SCHEDULE 2"

2"

SEE DOOR

SCHEDULE2"

4"

SE

E

DO

OR

S

CH

ED

UL

E

GENERAL NOTES

1. NOT ALL DOOR STYLES ARE USED. REFER TO DOOR SCHEDULE.

2. NOT ALL FRAME STYLES ARE USED. REFER TO DOOR

SCHEDULE.

3. REFER TO THE GLAZING SCHEDULE IN THE SPECIFICATIONS

FOR THE GLAZING TYPES

* MANUFACTURE'S NOTE: FOR WOOD DOORS WITH MORTIS

LOCKS - PROVIDE THE MINIMUM SIZE STILL AVAILABLE WHILE

MAINTAINING WARRANTY

HM FRAME HM FRAME

DOOR SCHEDULE ABBREVIATIONS

ALUMINUM

ANODIZED

ARCHITECTURAL PRECAST LINTEL

CURTAINWALL FRAMING

EXISTING

FIBERGLASS REINFORCED POLYESTER

GLASS

HOLLOW METAL

LIGHT GAUGE FRAMING

MASONRY LINTEL

METAL STUD FRAMING

AL

ANOD

APC

CWF

EXIST

FRP

GL

HM

LGF

ML

MSF

PC

PLAM

PREF

PTD

SIM

SS

STL

SFF

TS

WD

WDSC

PRECAST CONCRETE

PLASTIC LAMINATE

PREFINISHED

PAINTED

SIMILAR

STAINLESS STEEL

STEEL

STOREFRONT FRAMING

TUBE STEEL

WOOD

WOOD - SOUND CONTROL

DOOR SCHEDULE

DOOR SCHEDULE REMARKS

1. NOT USED

2. ACCESS CONTROL, SEE HARDWARE SCHEDULE AND TECHNOLOGY DRAWINGS.

3. REMOVABLE MULLION. REFER TO DOOR HARDWARE SPECIFICATIONS.

4. NOT USED

5. GL-8a SCHOOLGUARD GLASS

6. APPLY SECURITY WINDOW FILM TYPE 2 TO ALL GLAZING IN DOOR AND SIDELIGHT OR WINDOW FRAME

7. MATCH EXISTING DOOR AND FRAME SIZE. VERIFY IN FIELD PRIOR TO FABRICATION.

DOOR SCHEDULE GENERAL NOTES

A. SEE SHEET A0.01 FOR ABBREVIATIONS.

B. NOT ALL DOOR STYLES ARE USED. REFER TO DOOR SCHEDULE.

C. NOT ALL FRAME STYLES ARE USED. REFER TO DOOR SCHEDULE.

D. REFER TO THE GLAZING SCHEDULE IN THE SPECIFICATIONS FOR THE GLAZING TYPES

E. FRAME DETAILS ARE NOTED ON THIS SHEET UNLESS NOTED OTHERWISE.

F. DOOR UNDERCUTS FOR MECHANICAL REQUIREMENTS ARE LIMITED TO 5/8" MAX. CLEAR DISTANCE MEASURED FROM THE TOP OF THE FINISHED FLOOR MATERIAL OR THRESHOLD TO THE BOTTOM EDGE OF THE DOOR. STANDARD TOLERANCES OF UNDERCUTTING OF DOORS FOR THRESHOLDS AND OTHER FLOOR COVERING MATERIALS ARE NOT NOTED AND MUST BE CONSIDERED IN DETERMINING THE ACTUAL OVERALL HEIGHT OF THE DOOR. COORDINATE WITH AFFECTED TRADES.

G. FIRE RATED DOORS AND FRAMES ARE LISTED IN MINUTES.

H. ALL FIRE RATED HOLLOW METAL DOOR FRAMES SHALL BE CEMENT GROUTED SOLID UNLESS SPECIFICALLY NOTED

OTHERWISE. COORDINATE CAVITY LOCATIONS FOR SCHEDULED HARDWARE.

I. ALL WOOD DOORS SHALL BE SOLID CORE.

J. MANUFACTURE'S NOTE: FOR WOOD DOORS WITH MORTIS LOCKS - PROVIDE THE MINIMUM SIZE STILL AVAILABLE WHILE

MAINTAINING WARRANTY

K. ALL FRP DOORS ARE TO INCLUDE ADJUSTABLE BOTTOM BRUSH SL-301.

GLAZING SCHEDULE

GLAZING NOTES

GL-1 IS TEMPERED GLASS AND SHALL COMPLY WITH CPSC 16 CFR PART 1201 FOR

SAFETY GLAZING- SEE SPEC

GL-5C IS 45 MINUTE RATED GLAZING AND SHALL COMPLY WITH CPSC 16 CFR PART

1201- SEE SPEC

HM HOLLOW METAL FRAME

SF-1 ALUM STROFRONT OR WINDOW FRAME

SF-2 HEAVY DUTY ALUM FRAME

CW-1 CURTAINWALL

FRAME SCHEDULE

REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION

GL-1 1/4" thick clear tempered glass Fully-tempered glass - safety glass

GL-5A 1/4" thick clear glass 20 minute door and sidelite applications Impact Safety-Rated and Fire-Rated glass Basis of Design: Superlite I max. door area 3,299 sq. in., max sidelite 5,760 sq.in.

GL-5c 3/4" thick clear glass 45 minute door and window applications Impact Safety-Rated and Fire-Rated glass Basis of Design: Superlite 45-HS-LI max. door area 3,288 sq.in., max sidelite 3,880 sq. in

GL-5d 3/4" thick clear non-wired fire and safety glass 90 minute rated glass for use in doors Impact Safety-Rated and Fire Rated glass Basis of Design Superlite II-XL max lite area 100 sq. in.

GL-10 Double Glazed Sputter Coated Glass Unit (grey/clear) Basis of Design: Guardian Sunguard SNX 62/27

GL-11 Double Glazed Sputter Coated Glass Unit (grey/spandrel) Basis of Design: Guardian SNX 62/27

GL-8a Security Glazing - School Guard Glass SG5

GL-8b Security Glazing - School Guard Glass SG5 Fire Rated

FILM TYPE 1 - NOT USED

FILM TYPE 2 - PROVIDE 3M SCOTCHSHIELD SAFETY AND SECURITY

WINDOW FILM - ULTRA PRESTIGE SERIES ULTRA S6000 - REFER TO

SPECIFICATIONS

8'- 8"

2" 1'-

2" 2"

4'- 4"

2" 2'-

4" 4"

REMOVABLE

MULLION

SEE SCHED.

REMOVABLE

MULLION

REFER TO DOOR

3 HM FRAME PTD

GL-8a

DOOR

NO. DOOR SIZE

TYPE MAT. FIN.

DOOR

TYPE MAT. FIN. JAMB * HEAD *

FRAME

H.W.

NO.

MIN./

LABEL

LINTEL

MAT. REMARKS

A101A

A101B

A103A

A104A

A106A

A106B

A115A

PR 3'-0" x 7'-0"

PR 3'-0" x 7'-0"

3'-0" x 7'-0"

3'-0" x 7'-0"

3'-0" x 7'-0"

3'-0" x 7'-0"

3'-0" x 7'-0"

FG2

FG2

N1

F

V

EXIST

V

FRP

FRP

WD

WD

WD

EXIST

WD

PREF

PREF

WD1

WD1

WD1

EXIST

WD1

EXIST

HM

HM

HM

HM

HM

EXIST

HM

PTD

PTD

PTD

PTD

PTD

EXIST

PTD

A

A

A

C

A

EXIST

C

B

D

B

EXIST

D

EXIST

2,3,5

2,3,5

2,6

18'-0" +/- CFV

HARDWARE

SPECIFICATIONS

HARDWARE

SPECIFICATIONS

2" EQ 2" 3'-0" 2" 3'-0" 2" 3'-0" 3'-0" 2" EQ 2"2"

SE

E S

CH

ED

SCALE:

JAMB DETAIL

3/4" = 1'-0" C

2"

HOLLOW METAL FRAME

(GROUT FILLED AT RATED

WALLS)

DOOR - SEE SCHEDULE

CONTINUOUS PERIMETER

SEALANT BOTH SIDES

METAL STUD JAMB

5/8" GYP. BOARD (PAINTED)

ON METAL STUDS AT 16" O.C.

- SEE PLAN FOR INSULATED

WALLS

SEE PLAN

HEAD DETAIL

3/4" = 1'-0" D

HOLLOW METAL FRAME

(GROUT FILLED AT RATED

WALLS)

DOOR - SEE SCHEDULE

CONTINUOUS PERIMETER

SEALANT BOTH SIDES

METAL STUD HEADER TRACK

FOR OPENINGS LESS THAN

4'-0". (AT OPENINGS LARGER

THAN 4'-0" PROVIDE DOUBLE

METAL STUD HEADER (TOE

TO TOE) W/ CONT. METAL

STUD RUNNER ALONG TOP

AND BOTTOM

5/8" GYP. BOARD (PAINTED)

ON METAL STUDS AT 16" O.C.

- SEE PLAN FOR INSULATED

WALLS

SEE PLAN

4"

SCALE:

HEAD DETAIL

3/4" = 1'-0" B

JAMB DETAIL

3/4" = 1'-0"

INDICATES FACE OF

ADJACENT WALL (TYPICAL

UNLESS OTHERWISE

INDICATED)

BULLNOSE CMU (TYP)

SEE PLAN

MASONRY ANCHOR (TYP)

HOLLOW METAL FRAME

GROUT FILLED

DOOR - SEE SCHEDULE

2"

SE

E S

CH

ED

CONTINUOUS PERIMETER

SEALANT BOTH SIDES

4"

3/8"

SEE PLAN

MASONRY LINTEL,

SEE STRUCT

SE

E S

CH

ED

. CONTINUOUS PERIMETER

SEALANT BOTH SIDES

DOOR - SEE SCHEDULE

HOLLOW METAL FRAME

GROUT FILLED

3/8"

2"

ISSUE DATE ISSUED FOR

CHECKED

APPROVED

DRAWN

PROJECT

SHEET

PROJECT NUMBER

SHEET NUMBER

12/15/2025 BID DOCUMENTS

Central Lake Public Schools Elementary School Secure Vestibule Central Lake, Michigan

2025-034.1

2851 High Meadow Circle | Suite 100 Auburn Hills | MI 48326

248.656.1377

KEY PLAN

AjA

AjA

CW

DOOR SCHEDULE,

ELEVATIONS AND

DETAILS

A3.01A

ROOM FINISH SCHEDULE REMARKS

ROOM FINISH SCHEDULE GENERAL NOTES

ROOM FINISH SCHEDULE ABBREVIATIONS

A. PAINTING OF EXISTING WALLS- REMOVE ALL EXISTING CLOCKS, SPEAKERS, SWITCH PLATE COVERS, OUTLET COVERS, THERMOSTATS, DIFFUSERS, GRILLES, REGISTERS, BLINDS, SHADES, EQUIPMENT, MARKERBOARDS, TACKBOARDS, ARTWORK AND OTHER MATERIALS PRIOR TO PAINTING AND RE-INSTALL IN THE SAME LOCATION AFTER PAINTING IS COMPLETE. PAINT ANY ITEMS THAT ARE CURRENTLY THE SAME COLOR AS THE EXISTING WALL. PAINT EXISTING CONDUIT TO MATCH THE WALL. PROTECT EXISTING FIRE ALARM DEVICES TO REMAIN IN PLACE.

B. REFER TO A7 & A9 SERIES SHEETS FOR PAINT DESIGNATIONS.

C. REFER TO A9 SERIES SHEETS FOR FLOOR PATTERNS.

D. PROVIDE RADIUS EDGE AT COUNTERTOPS.

E. DO NOT PAINT OVER EXISTING MURALS, LETTERS, QUOTES, ETC. UNLESS NOTED OTHERWISE OR DIRECTED BY OWNER.

F. DO NOT PAINT OVER ANY EXISTING EXPOSED BRICK OR SPLIT FACED CMU UNLESS NOTED OTHERWISE OR DIRECTED BY OWNER.

G. ALL AREAS OF PEELING COATING MUST BE REMOVED TO A SOUND SUBSTRATE AND CLEANED REMOVING ANY OILS, GREASE OR OTHER SOLUBLE CONTAMINANTS.

H. WALL BASE TO BE INSTALLED AROUND ALL NEW CASEWORK.

I. PROVIDE TRANSITION STRIPS AT ALL FLOORING MATERIAL CHANGES UNLESS NOTED OTHERWISE.

STAINLESS STEEL

SPLIT FACE CMU

SPORTS IMPACT

SHEET VINYL

TERRAZZO

VINYL COMPOSITION TILE

WATERPROOF

SS

SP CMU

SPI

SV

TER

VCT

WP

SSM SOLID SURFACE MATERIALEXPO

EXIST

CT

CPT

CPL

CONC

CMU

BRICK

B CMU

ANOD

ACT

GLASS

EXPOSED

EXISTING

CERAMIC TILE

CARPET

CEMENT PLASTER

CONCRETE

CONCRETE MASONRY UNIT

BRICK

BURNISHED CMU

ANODIZED

ACOUSTICAL CEILING TILE

RBF

QT

PTD

PT

PLAS

PLAM

PART'N

NSF

MP

LMC

GYP

GCMU

RUBBER TILE

QUARRY TILE

PAINTED

PORCELAIN TILE

VENEER PLASTER

PLASTIC LAMINATE

MOVEABLE PARTITION

NON-SLIP FINISH

METAL PANEL

LINEAR METAL CEILING

GYPSUM BOARD

GLAZED CMU

SEAL

SAAC

RB

CONCRETE SEALER

SPRAY-APPLIED ACOUSTICAL COATING

RESILIENT WALL BASE

MATCH EXISTINGMA EX

GL

ROOM FINISH SCHEDULE

U N

IT

A

RM.

NO. ROOM NAME

MAT. FINISH

FLOOR

MAT. FINISH

BASE

MAT. FINISH

NORTH

MAT. FINISH

EAST

MAT. FINISH

SOUTH

MAT. FINISH

WEST

WALLS

PANEL FRAME

DOOR

MAT. FINISH

CEILING

MAT. FINISH

CASEWORK

REMARKS

A101

A103

A104

A106

A113

A115

A122

SECURE VESTIBULE

COUNCILING

IT

RECEPTION

CORRIDOR

HEALTH

PASSAGE

CPT

LVT

LVT

EX

EX

EX

LVT

C1

LV1

LV1

EX

EX

EX

LV1

RB

RB

RB

EX

EX

EX

RB

B1

B1

B1

EX

EX

EX

B1

GYP

EX/CMU

EX

EX/GYP

EX

EX

P1SG-A

P1SG-A

P1SG-A

P1SG-A

EX

EX

EX/CMU

EX

EX

EX/CMU

EX

EX

GYP

P1SG-A

P1SG-A

P1SG-A

P1SG-A

EX

EX

P1SG-A

EX

EX

EX/CMU

EX

EX/GYP

EX/GYP

EX

P1SG-A

P1SG-A

P1SG-A

EX

EX/P1SG-A

P1SG-A

P1SG-A

EX

EX/CMU

GYP

EX

EX/CMU

EX

EX

P1SG-A

P1SG-A

P1SG-A

EX

EX/P1SG-A

EX

P1SG-A

P1SG-D

P1SG-D

P1SG-D

P1SG-D

ACT

ACT

ACT

ACT

ACT1

ACT1

ACT1

ACT1

1,2

1,2

1,2

1. PATCH AND PAINT WALL AS REQUIRED FOR NEW WORK - MATCH EXISTING FIELD COLOR AND WALL STRIPE WHERE APPLICABLE

2. INSTALL NEW WALL BASE AS REQUIRED FOR NEW WORK - MATCH EXISTING

KEY MANUFACTURER STYLE COLOR DESCRIPTION INSTALLATION / LOCATION NOTES

C

EI

LI

N

G

ACT1 USG RADAR CLIMAPLUS SQ WHITE 2'-0" x 2'-0" -

W

AL

L

BA

SE

B1 JOHNSONITE RUBBER WALL BASE BLACK 4" COVED BASE -

FL

O

O R

IN

G

C1 TARKETT ABRASIVE ACTION II CHARCOAL 19100 24" x 24" ASHLAR WALK OFF CARPET

LV1 SHAW CONTRACT CAST 4098V INSTILL 98585 24" x 24" ASHLAR IT & PASSAGE, OFFICE

W

AL

L

TI

LE

PA

IN

T

P1SG-A SHERWIN WILLIAMS MATCH EXISTING SHEEN MATCH EXISTING SINGLE COMPONENT EPOXY MATCH EXISTING

P1SG-D SHERWIN WILLIAMS SEMI-GLOSS MATCH EXISTING SINGLE COMPONENT EPOXY MATCH EXISTING DOOR FRAME

M

IL

LW

O

R K

M

IS

C

EL

LA

N

EO

U

S

MATERIAL AND COLOR SCHEDULE

MICRO TRANSITION

PIECE

TERRAZZO

FIRST/

SECOND

FLOOR

ELEVATION

3/8

RESILIENT FLOORING

SCALE:

RESILIENT FLOORING / TERRAZZO

TRANSITION

3" = 1'-0"

A3.02A

ISSUE DATE ISSUED FOR

CHECKED

APPROVED

DRAWN

PROJECT

SHEET

PROJECT NUMBER

SHEET NUMBER

12/15/2025 BID DOCUMENTS

Central Lake Public Schools Elementary School Secure Vestibule Central Lake, Michigan

2025-034.1

2851 High Meadow Circle | Suite 100 Auburn Hills | MI 48326

248.656.1377

KEY PLAN

JD

AjA

CW

ROOM FINISH

SCHEDULE

MATERIAL & COLOR

SCHEDULE

KEY MANUFACTURER STYLE COLOR DESCRIPTION INSTALLATION / LOCATION NOTES

EI

LI

N

G

ACT1 USG RADAR CLIMAPLUS SQ WHITE 2'-0" x 2'-0" -

W

AL

L

BA

SE

B1 JOHNSONITE RUBBER WALL BASE BLACK 4" COVED BASE -

FL

O

O R

IN

G

C1 TARKETT ABRASIVE ACTION II CHARCOAL 19100 24" x 24" ASHLAR WALK OFF CARPET

LV1 SHAW CONTRACT CAST 4098V INSTILL 98585 24" x 24" ASHLAR IT & PASSAGE, OFFICE

W

AL

L

TI

LE

PA

IN

T

P1SG-A SHERWIN WILLIAMS MATCH EXISTING SHEEN MATCH EXISTING SINGLE COMPONENT EPOXY MATCH EXISTING

P1SG-D SHERWIN WILLIAMS SEMI-GLOSS MATCH EXISTING SINGLE COMPONENT EPOXY MATCH EXISTING DOOR FRAME

M

IL

LW

O

R K

M

IS

C

EL

LA

N

EO

U

S

MATERIAL AND COLOR SCHEDULE

MICRO TRANSITION

PIECE

TERRAZZO

FIRST/

SECOND

FLOOR

ELEVATION

3/8

RESILIENT FLOORING

SCALE:

RESILIENT FLOORING / TERRAZZO

TRANSITION

3" = 1'-0"

A3.03

MATERIAL AND COLOR

SCHEDULE

ISSUE DATE ISSUED FOR

CHECKED

APPROVED

DRAWN

PROJECT

SHEET

PROJECT NUMBER

SHEET NUMBER

12/15/2025 BID DOCUMENTS

Central Lake Public Schools Elementary School Secure Vestibule Central Lake, Michigan

2025-034.1

2851 High Meadow Circle | Suite 100 Auburn Hills | MI 48326

AB

3/8"ELASTIC SEALANT

ELASTIC SEALANT

CONT. NEOPRENE JOINT SEAL

15# FELT BOND BARRIER

DO NOT ANCHOR

VERTICAL STUDS TO

TOP RUNNER.

ALLOW FOR

STRUCTURAL SLAB

DEFLECTION.

METAL

BLOCKING

WOOD

BLOCKING

8" WIDE, 16 GA. MIN.

SHEET METAL PLATE

FOR WALL MOUNTED

ITEMS (LOCATE TO

SUIT)

2x6 TREATED WOOD

BLOCKING BETWEEN

STUDS FOR WALL

MOUNTED ITEMS

(LOCATE TO SUIT)

PARTITION AS

SCHEDULED

PARTITION AS

SCHEDULED

CEILING AS SCHEDULED

PARTITION AS

SCHEDULED

6" M

IN

ACOUSTIC INSULATION WHEN

SCHEDULED

(SEE REFLECTED CEILING PLAN)

4'-0"MIN

ACOUSTIC

INSUL.

4'-0" MIN

ACOUSTIC

INSUL.

NOTE:

1" C

LE

AR

SLIP TRACK AT HEAD TO

ACCOMMODATE FLOOR

DEFLECTION

STUD BRACING AT 4'-0"

O/C MIN.

DOUBLE STUDS UP TO STRUCT.

EACH SIDE OF DR. JAMB

PARTITION AS

SCHEDULED

ALL PARTITIONS ARE TO GO TO UNDERSIDE OF STRUCTURE.

ACOUSTIC INSULATION IS TO HAVE A MIN. STC RATING OF 50.

PROVIDE / INSTALL SEALANT UNDER PARTITION FLOOR TRACK BOTH EDGES WHEN ACOUSTIC

INSULATION IS INDICATED AND AT ALL FIRE-RATED PARTITIONS.

IN A PARTITION NOTED TO GO TO THE UNDERSIDE OF STRUCTURE PROVIDE BATT SOUND INSULATION

FULL HEIGHT OF PARTITION.

D)

C)

B)

A)

4.

3.

NOT ALL DETAILS ON THIS SHEET WILL BE USED ON THIS PROJECT. DETAILS ARE TYPICAL AND SHALL APPLY

WHEN CONSTRUCTION CONDITION EXISTS.

2.

ADDITIONAL SURFACE FINISHES ON FACING MATERIAL ARE NOTED ON ROOM FINISH SCHEDULE & DETAILS.

REFER TO STANDARD DETAILS THIS SHEET FOR TYPICAL INTERIOR PARTITION CONSTRUCTION INFORMATION.

REFER TO DETAIL PLANS AND PLAN DETAILS FOR SPECIAL PARTITION CONSTRUCTION INFORMATION.

ALL INTERIOR PARTITIONS SHALL EXTEND TO THE UNDERSIDE OF DECK ABOVE.

INTERIOR WALL PARTITION CONSTRUCTION WITH ACOUSTIC INSULATION AS DETAILED:

INTERIOR WALL PARTITION CONSTRUCTION AS DETAILED:

INTERIOR WALL PARTITION TYPE CODE:

GENERAL NOTES

1.

CMU

MORTAR SHEAR KEY

3/8"

ELASTIC SEALANT BOTH SIDES

CONT. NEOPRENE JOINT SEAL

15# FELT BOND BARRIER

MORTAR SHEAR KEY

CMU

PLAN

SEE

SPEC'S SPEC'S

SEE

ELEVATION

RAKE JOINT 3/4" & CAULK

PRECAST LINTEL OR STEEL

BEAM & PLATE

RAKE JOINT 3/4" & CAULK BOTH

SIDES

15# FELT BOND BARRIER

MORTAR SHEAR KEY

15# FELT

HM DOOR FRAME

GYPSUM BOARD ON METAL

FRAMING

SUSPENDED LAY-IN CEILING

SYSTEM

CEILING EXPANSION JOINT

ASSEMBLY - SEE

SPECIFICATIONS

CEILING EXPANSION JOINT

ASSEMBLY - SEE

SPECIFICATIONS

ACOUSTICAL INSULATION

GYP. BD. ON METAL STUD

PARTITION - SEE FLOOR PLAN

FOR WALL PARTITION TYPE

FLEXIBLE SEALANT BOTH SIDES

OUTLET BOX OR OTHER SIM.

EQUIP.

ACOUSTICAL INSULATION

GYP. BD. ON METAL STUD

PARTITION - SEE FLOOR PLAN

FOR WALL PARTITION TYPE

FLEXIBLE SEALANT BOTH SIDES

PROVIDE

FIRE-BLOCKING @

DECK FLUTE

OPENINGS WHERE

WALL RUNS PERP. TO

SPAN OF DECK

3-1/2x 3-1/2x 1/4" MIN. X 4"

LONG STEEL ANGLES @

4'-0" O.C. ALTERNATING

SIDES OF WALL CMU AS

SCHEDULED

1" C

LE

AR

M

IN

2" C

LE

AR

M

AX

1" C

LE

AR

M

IN

2" C

LE

AR

M

AX

CMU AS

SCHEDULED

PARTITION AS

SCHEDULED

PARTITION AS

SCHEDULED

SLIP TRACK AT HEAD TO

ACCOMMODATE FLOOR

DEFLECTION

SPRAY ON THERMAL

SEALANT BOTH

SIDES

FILL DECK FLUTE W/

FIRE-BLOCKING

COMPRESSED MIN. 30%

DO NOT ANCHOR

VERTICAL STUDS TO

TOP RUNNER. ALLOW

FOR STRUCTURAL

SLAB DEFLECTION.

PROVIDE

FIRE-BLOCKING @

DECK FLUTE

OPENINGS WHERE

WALL RUNS PERP. TO

SPAN OF DECK.

1" C

LE

AR

M

IN

2" C

LE

AR

M

AX

1" C

LE

AR

M

IN

2" C

LE

AR

M

AX

NOTE:

1.

NOTE:

1.

2.

ONE (1) HOUR

RATING: UL DESIGN

No. HW-D-0001

- SEE SPECIFICATION

SECTION

PENETRATION

FIRESTOPPING.

3.

TWO (2) HOUR

RATING: UL DESIGN

No. HW-D-0002

- SEE SPECIFICATION

SECTION

PENETRATION

FIRESTOPPING.

4.

ONE (1) OR TWO (2)

HOUR RATING: UL

DESIGN No. HW-0009

- SEE SPECIFICATION

SECTION

PENETRATION

FIRESTOPPING.

2.

PROVIDE FIRE-BLOCKING

AT DECK FLUTE OPENINGS

WHERE WALL RUNS PERP.

TO SPAN OF DECK

SPRAY ON THERMAL

SEALANT BOTH SIDES

UNDERSIDE OF STRUCT.

ACOUSTIC SEALANT

SCALE:

TYPICAL FIRE-RATED

CMU PARTITION CONSTRUCTION

N.T.S.

A

SCALE:

TYPICAL FIRE-RATED

STUD PARTITION CONSTRUCTION

N.T.S.

B

SCALE:

WALL MOUNTED ITEMS

TYPICAL BLOCKING DETAIL

N.T.S.

C

SCALE:

TYPICAL NON-RATED

PARTITION CONSTRUCTION

N.T.S.

D

SCALE:

INTERIOR CONTROL JOINT

N.T.S.

E

SCALE:

CONTROL JOINT

N.T.S.

F

SCALE:

INTERIOR CONTROL JOINT

N.T.S.

G

SCALE:

CEILING EXPANSION JOINT

N.T.S.

K

SCALE:

SEALING OPENINGS

N.T.S.

L

SCALE:

SEALING PARTITIONS

N.T.S.

M

THIS DETAIL ONLY

APPLIES WHERE

NOTED.

NOTE:

KEY PLAN

FA

FA

FA

TYPICAL

CONSTRUCTION

DETAILS

A5.02

ISSUE DATE ISSUED FOR

CHECKED

APPROVED

DRAWN

PROJECT

SHEET

PROJECT NUMBER

SHEET NUMBER

12/15/2025 BID DOCUMENTS

Central Lake Public Schools Elementary School Secure Vestibule Central Lake, Michigan

2025-034.1

2851 High Meadow Circle | Suite 100 Auburn Hills | MI 48326

IT

A104

CORRIDOR

A113

RECEPTION

A106

SECURE

VESTIBULE

A101

OFFICE

A108

HEALTH

A115

WORK RM.

A117

PASSAGE

A122

EXISTING 20'-0" +/-

EX

IS

TI

NG

'-7

5"

EX

IS

TI

NG

'-0

EXISTING 8'-9" +/-

9'-4" V.I.F.

MATCH EXIST

9'-4" V.I.F.

MATCH EXIST

9'-4" V.I.F.

MATCH EXIST

EX

IS

TI

NG

'-0

EX

IS

TI

NG

8' -0

6'-0" EX

IS

T.

8"

EXPOSED CEILING HUNG

LIGHT FIXTURE

ELEVATION OF CEILING

ABOVE FINISH FLOOR

EXTERIOR LIGHT FIXTURE

EXIT LIGHT FIXTURE

RECESSED LIGHT FIXTURE

LIGHT FIXTURE

TRACK LIGHTINGLAY-IN CEILING IN SUSPENDED

METAL GRID 2x2 OR 2x4, SEE

CEILING PLAN

PAINTED GYPSUM BOARD

SUPPLY AIR DIFFUSER

RETURN AIR GRILLE

REFLECTED CEILING PLAN LEGEND

REFLECTED CEILING PLAN NOTES

1. ALL INTERIOR PARTITIONS SHALL EXTEND UP TO UNDERSIDE OF ROOF DECK.

2. THE ELEVATION OF CEILING AND SOFFIT HEIGHTS OF ROOMS ARE GIVEN FROM

FINISH FLOOR.

3. COORDINATE INSTALLATION OF NEW TV MONITORS AND BRACKETS WITH

ELECTRICAL AND TECHNOLOGY.

LINEAR SLOT DIFFUSER

RADIANT CEILING PANEL

PRE-FIN. MET. SOFFIT PANEL.

AREA THAT RECEIVES

GYP'BD TO UNDERSIDE OF

PRE-ENG. MET. TRUSSES

FOR SMOKE TIGHT

CONDITION.

LAY-IN ACOUSTICAL

DIFFUSER

AREA THAT RECEIVES

SHAFTWALL TO

UNDERSIDE OF PRE-ENG.

MET. TRUSSES FOR 1

HOUR FIRE RATING.

PRE-FIN. MET. VENTED SOFFIT

PANEL.

REFLECTED CEILING PLAN KEY NOTES

A. PATCH AND REPAIR EXISTING CEILING GRID SYSTEM AS REQUIRED BY NEW

CONSTRUCTION.

X

KEY PLAN

AjA

AjA

CW

UNIT A

PARTIAL

REFLECTED CEILING

PLAN

A7.10A

ISSUE DATE ISSUED FOR

CHECKED

APPROVED

DRAWN

PROJECT

SHEET

PROJECT NUMBER

SHEET NUMBER

12/15/2025 BID DOCUMENTS

Central Lake Public Schools Elementary School Secure Vestibule Central Lake, Michigan

2025-034.1

2851 High Meadow Circle | Suite 100 Auburn Hills | MI 48326

248.656.1377

AB

SCALE:

UNIT A

REFLECTEDCEILING PLAN

1/4" = 1'-0"

IT

A104

CORRIDOR

A113

RECEPTION

A106

SECURE

VESTIBULE

A101

OFFICE

A108

HEALTH

A115

WORK RM.

A117

PASSAGE

A122

FEC

COUNCILING

A103

IT

A104

CORRIDOR

A113

RECEPTION

A106

SECURE

VESTIBULE

A101

OFFICE

A108

HEALTH

A115

WORK RM.

A117

PASSAGE

A122

FEC

C1

LV1

LV1

LV1

KEY PLAN

xxx xxx xxx

UNIT A

PARTIAL

FLOOR FINISH PLAN

A9.10A

ISSUE DATE ISSUED FOR

CHECKED

APPROVED

DRAWN

PROJECT

SHEET

PROJECT NUMBER

SHEET NUMBER

12/15/2025 BID DOCUMENTS

Central Lake Public Schools Elementary School Secure Vestibule Central Lake, Michigan

2025-034.1

2851 High Meadow Circle | Suite 100 Auburn Hills | MI 48326

AB

LINTEL SCHEDULE

S2.20A

W8 LINTEL

DETAIL AT EXISTING WALL

DD

RD

TS

hymanski Associates

S T R U C T U R A L E N G I N E E R S

, L.L.C.

Livonia, Michigan 48154 fx.ph.

33426 Five Mile Rd.

S

734.855.4809734.855.4810 email@sastructuralengineers.com

ISSUE DATE ISSUED FOR

CHECKED

APPROVED

DRAWN

PROJECT

SHEET

PROJECT NUMBER

SHEET NUMBER

12/15/2025 BID DOCUMENTS

Central Lake Public Schools Elementary School Secure Vestibule Central Lake, Michigan

2025-034.1

AB

2851 High Meadow Circle | Suite 100 Auburn Hills | MI 48326

248.656.1377

S2.20A

UNIT A FRAMING

FRAMING PLAN AT NEW LINTELS

UNIT A

PLAN AT NEW LINTELS

G E N E R A L N O T E S

GENERAL CONDITIONS

1. IF ANY GENERAL NOTE CONFLICTS WITH ANY DETAIL OR NOTE ON THE PLANS

OR IN THE SPECIFICATIONS, THE STRICTEST PROVISION SHALL GOVERN.

2. THE STRUCTURAL DRAWINGS ARE FOR THE PLACEMENT AND SIZE OF STRUCTURAL

COMPONENTS ONLY. O.S.H.A., LOCAL GOVERNMENT CODES AND SAFETY CODE

REQUIREMENTS SHALL BE ADHERED TO BY THE CONTRACTOR.

3. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER IT IS

FULLY COMPLETED. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO

DETERMINE ERECTION PROCEDURE AND SEQUENCE, AND TO ENSURE THE SAFETY

OF THE STRUCTURE AND ITS COMPONENT PARTS DURING ERECTION. THIS

INCLUDES PROVIDING TEMPORARY BRACING, SHORING, GUYS OR TIE- DOWNS.

THESE TEMPORARY SUPPORTS WILL REMAIN IN PLACE UNTIL ALL STRUCTURAL

COMPONENTS ARE IN PLACE AND COMPLETED.

4. USE OF ENGINEERING DRAWINGS AS ERECTION DRAWINGS BY THE CONTRACTOR

IS STRICTLY…