CIS Bleachers Drawings.pdf

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SITE LOCATION:

CHEBOYGAN AREA SCHOOL - INTERMEDIATE

SCHOOL BLEACHER REPLACEMENT

905 W Lincoln Ave, Cheboygan, MI 49721

905 W Lincoln Ave, Cheboygan, MI 49721

PAI Design, LLC

767 N. Eustis Street, Suite 190

St. Paul, MN 55114

(651) 642-9200

Raphael Lister rlister@popedesign.com

Cheboygan Area Schools

7461 N Straits Hwy

Cheboygan, MI 49721

Steve Flemming

(231) 627-4436 flemming@chebschools.org

SHEET INDEX

SHEET

NUMBER SHEET NAME P

E

R M

IT

S

E T

-0

-2

A0.1 TITLE SHEET ⚫

A0.2 PARTITION TYPES, SYMBOLS, ABBREVIATIONS ⚫

A0.3 CODE DATA AND CODE FLOOR PLAN ⚫

A2.1 OVERALL FIRST LEVEL FLOOR PLAN ⚫

A2.2 GYM DEMOLITION PLAN ⚫

A2.3 GYM FLOOR PLAN ⚫

ISSUES & REVISIONS

COMMISSION NO:

DRAWN BY:

CHECKED BY:

SHEET

767 N. EUSTIS STREET, SUITE 190

ST. PAUL, MINNESOTA 55114

651.642.9200

WWW.POPEDESIGN.COM

0" 1/2" 1"

TRUE SHEET SCALE

PAI DESIGN, LLC

DATE

2/10/2026 2:46:27 PM

Autodesk Docs://13215-26032 Cheboygan Area Schools - Bleacher Replacement/Cheboygan Area School - Intermediate School Bleacher Replacement-R25.rvt

A0.1

TITLE SHEET

RL

NW

13215-26032

CHEBOYGAN

AREA SCHOOL -

INTERMEDIATE

SCHOOL

BLEACHER

REPLACEMENT

905 W Lincoln Ave, Cheboygan, MI 49721

PROJECT DIRECTORY

OWNER

ARCHITECT

DESIGN BY OTHERS

BLEACHER DESIGN

PERMIT SET 02-09-26

METAL STUD GAGE AND SPACING TO BE PER MANUFACTURER'S RECOMMENDATIONS FOR EACH APPLICATION UNO. ALL

UL LISTED PARTITIONS ARE TO BE CONSTRUCTED IN FULL COMPLIANCE WITH THE REFERENCED UL DESIGN NUMBERPARTITION TYPES

NUMBER INDICATES STUD THICKNESS ("1" FOR 1 5/8" STUDS,"3" FOR 3 5/8" STUDS, ETC.)

"A" INDICATES GYP BD ON ONE FACE OF STUDS ONLY.

"B" INDICATES ONE LAYER OF GYP BD ON EACH FACE OF STUDS.

"C" INDICATES TWO LAYERS OF GYP BD ON EACH FACE OF STUDS.

"S" INDICATES SOUND ATTENUATING INSULATION BLANKET IN WALL CAVITY, FULL THICKNESS OF

STUDS UNO

"X" INDICATES RATED PARTITION - ALL GYPSUM BOARD TO BE TYPE "X". "X" DESIGNATION IS NOT USED ON

SHAFT WALLS (P10 SERIES) SINCE SHAFT WALLS ARE ALWAYS RATED AS PART OF THE BASIC TYPE.

NUMBER INDICATES PARTITION HEAD DETAIL - SEE BELOW

"L" INDICATES LEAD LINED GYPSUM BOARD. SEE PLANS FOR THICKNESS AND HEIGHT ABOVE FINISHED

FLOOR. USE 16 GAUGE METAL STUDS @ 12" OC IN PARTITIONS WHERE LEAD THICKNESS EXCEEDS 1/16"

AND AT LOCATIONS REQUIRING LEAD PLATE.

"V" INDICATES A CLASS I VAPOR RETARDER ON THE INTERIOR SIDE OF THE WALL ASSEMBLY UNO. SEAL

TO DECK ABOVE AND TO FLOOR BELOW. SEAL ALL PENETRATIONS.

ALL FIRE RATED WALLS, CORRIDOR SMOKE PARTITIONS & SMOKE BARRIER PARTITIONS ARE TO

EXTEND TO DECK. PROVIDE BACKING/ BLOCKING IN PARTITIONS FOR WALL HUNG ITEMS.

D

D

D

D

V E

R

IF

Y

D

PARTITION HEAD TYPES

1A 2 3 4

PARALLEL TO JOISTS PERPENDICULAR TO JOISTS

PARALLEL TO JOISTS PERPENDICULAR TO JOISTS

MINERAL WOOL FIBER FIRESTOPPING

STRUCTURAL DECK

SECURE THIS SECTION OF

PARTITION TO METAL DECK

& JOIST. MATCH PART. TYPE

OF PART. BELOW.

FIRE CAULK AS

REQUIRED

FASTEN FIRE-RATED

DEFLECTION TRACK

TO BOTTOM OF

METAL DECK

JOIST BEYOND

DEFLECTION HEAD

CONNECTION

DO NOT ATTACH STUDS TO

FIRE-RATED DEFLECTION

TRACK

SEE PLAN FOR PARTITION TYPE

FASTEN FIRE-RATED

DEFLECTION TRACK TO

BOTTOM OF JOIST

SEE PLAN FOR

PARTITION TYPE

SEE REFLECTED CEILING

PLAN & ROOM FINISH

SCHEDULE FOR CEILING

TYPE

EXTEND STUDS TO

STRUCTURE ABOVE TO

BRACE WALL AS

REQUIRED

SEE REFLECTED CEILING

PLAN & ROOM FINISH

SCHEDULE FOR CEILING

TYPE

AT TEGULAR ACT, TRIM

TILES TO LAY FLAT AT

PARTITIONS

SEE PLAN FOR

PARTITION TYPE

SEE PLAN FOR

PARTITION TYPE

TOP OF WALL

SEE PLAN

CORRIDOR SIDE

CORRIDOR SIDE

SECURE THIS SECTION OF

PARTITION TO METAL

DECK & JOIST

JOIST BEYOND

FASTEN LONG LEG

RUNNER TRACK TO

BOTTOM OF JOIST

1 LAYER OF GYP BD TO

DEFLECTION HEAD -

CORRIDOR SIDE ONLY

SEE PLAN FOR PARTITION

TYPE

SEE REFLECTED CEILING

PLAN & ROOM FINISH

SCHEDULE FOR CEILING

TYPE

GYP BD TO DEFLECTION

HEAD IF NO CEILING

DEFLECTION HEAD

CONNECTION

DO NOT ATTACH STUDS TO

RUNNER TRACK

PARTITION TYPE 3A

STRUCTURAL DECK

NON-COMBUSTIBLE

SMOKE STOP

GYP BD TO DEFLECTION

HEAD IF NO CEILING

1 LAYER OF GYP BD TO

DECK - CORRIDOR SIDE

ONLY

IF PARTITION TYPE CALLS

FOR MORE THAN 1 LAYER OF

GYP BD STOP ALL BUT 1 AT

6" ABOVE CEILING

FASTEN RUNNER TRACK

TO BOTTOM OF JOIST

PARTITION WILL

EXTEND TO BOTTOM OF

JOIST

JOIST BEYOND

STRUCTURAL DECK

D

FASTEN RUNNER TRACK

TO BOTTOM OF JOIST

GYP BD BY GC

PARTITION FRAMING BY

WELLNESS PATIENT ROOM

SUPPLIER

SECURE THIS SECTION

OF PARTITION TO

METAL DECK & JOIST

PARTITION

TYPE 3A

JOIST

BEYOND

DEFLECTION HEAD

CONNECTION

STRUCTURAL DECK

SMOKE SEAL

"D" = STRUCTURAL DEFLECTION AFTER ALL DEAD LOAD

IS IN PLACE:

1.33" AT 40' BAR JOIST SPAN

1.23" AT 36'-9" BAR JOIST SPAN

1.0" AT 30'-0" BAR JOIST SPAN

0.93" AT 28'-0" BAR JOIST SPAN

0.8" AT 24'-0" BAR JOIST SPAN

0.5" AT PERIMETER OF BUILDING

AT ALL TYPE "X" PARTITION TYPES PROVIDE UL DESIGN

DEFLECTION HEAD EQUAL TO PARTITION FIRE-RATING.

"M" INDICATES METAL STUD MATERIAL, "W" INDICATES WOOD STUD MATERIAL.

"R" INDICATES RESILIENT CHANNEL APPLIED TO COMMON SIDE OF WALL SYSTEM

D

PARALLEL TO JOISTS PERPENDICULAR TO JOISTS

STRUCTURAL DECK

SECURE THIS SECTION OF

PARTITION TO METAL DECK

& JOIST. MATCH PARTITION

TYPE OF PARTITION BELOW.

CAULK AS

REQUIRED

FASTEN DEFLECTION

TRACK TO BOTTOM OF

METAL DECK

JOIST BEYOND

DEFLECTION HEAD

CONNECTION

DO NOT ATTACH STUDS TO

DEFLECTION TRACK

SEE PLAN FOR PARTITION TYPE

FASTEN DEFLECTION TRACK

TO BOTTOM OF JOIST

D

NON-RATED CONDITION

RATED CONDITION

W3BX

V

S

L/R

12" WIDE, FULL WIDTH

5/8" GYP BD, BRACING

AT 48" OC MAXIMUM

VERTICALLY (25 GA

STEEL STUD BRACING

OPTIONAL)

NOTE: THIS CONFIGURATION CAN

NOT BE A FIRE RATED PARTITION

3 5/8" METAL STUDS

5/8" GYPSUM BOARD

3 5/8" METAL STUDS

5/8" GYPSUM BOARD

AIR SPACE

1" GYPSUM SHAFTLINER

ONE HOUR WALL

UL DESIGN U415

SYSTEM A

2 1/2" METAL C-H STUDS 24" OC

5/8" TYPE "C" GYP BD

3 5/8" METAL STUDS

5/8" GYPSUM BOARD

1 5/8" METAL STUDS

5/8" GYPSUM BOARD

M1A

M3A

M10X

BACK WALL HUNG TOILETS

SEE PLAN

21" MINIMUM AT BACK TO

1" GYPSUM SHAFTLINER

5/8" GYPSUM BOARD

5/8" GYPSUM BOARD

3 5/8" METAL STUDS

(2) LAYERS 1/2" TYPE "C" GYP BD

2 1/2" METAL C-H STUDS 24" OC

5/8" GYPSUM BOARD

5/8" GYPSUM BOARD

1 5/8" METAL STUDS

NOTE: THIS CONFIGURATION CAN

NOT BE A FIRE RATED PARTITION

M1B

M3B

M3BX

M11X

1" GYPSUM SHAFTLINER

1/2" TYPE "X" GYP BD

2 1/2" METAL C-H STUDS 24" OC

1/2" TYPE "C" GYP BD

(2) LAYERS 5/8" GYP BD

3 5/8" METAL STUDS

(2) LAYERS 5/8" GYP BD

TWO HOUR WALL

UL DESIGN U419

(2) LAYERS 5/8" GYP BD

1 5/8" METAL STUDS

(2) LAYERS 5/8" GYP BD

5/8" GYPSUM BOARD

1 1/2" RIGID INSULATION

W/ Z FURRING

M1C

M1CX

M3C

M3CX

M12X

F1

1" GYPSUM SHAFTLINER

4" METAL C-H STUDS 24" OC

5/8" TYPE "C" GYP BD

6" METAL STUDS

5/8" GYPSUM BOARD

5/8" GYPSUM BOARD

2 1/2" METAL STUDS

1 1/2" FURRING CHANNELS

5/8" GYPSUM BOARD

M2A

M6A

M13X

F2

1" GYPSUM SHAFTLINER

4" METAL C-H STUDS 24" OC

(2) LAYERS 1/2" TYPE "C" GYP BD

6" METAL STUDS

5/8" GYPSUM BOARD

5/8" GYPSUM BOARD

2 1/2" METAL STUDS

5/8" GYPSUM BOARD

5/8" GYPSUM BOARD

ONE HOUR WALL

UL DESIGN U494

2 1/2" THICK FIBERGLASS INSUL REQD

AT RATED PARTITION CONDITION

EXISTING PARTITION - VIF

5/8" GYPSUM BOARD

M2B

M2BX

M6B

M6BX

M14X

F3

(2) LAYERS 5/8" GYP BD

6" METAL STUDS

(2) LAYERS 5/8" GYP BD

(2) LAYERS 5/8" GYP BD

2 1/2" METAL STUDS

(2) LAYERS 5/8" GYP BD

TWO HOUR WALL

UL DESIGN U419

1" GYPSUM SHAFTLINER

4" METAL C-H STUDS 24" OC

1/2" TYPE "C" GYP BD

1/2" TYPE "X" GYP BD

M2C

M2CX

M6C

M6CX

M15X

ONE HOUR WALL

UL DESIGN U419

TWO HOUR WALL

UL DESIGN U419

ONE HOUR WALL

UL DESIGN U419

TWO HOUR WALL

UL DESIGN U419

TWO HOUR WALL

UL DESIGN U415

SYSTEM B

TWO HOUR WALL

UL DESIGN U415

SYSTEM E

ONE HOUR WALL

UL DESIGN U415

SYSTEM A

TWO HOUR WALL

UL DESIGN U415

SYSTEM B

TWO HOUR WALL

UL DESIGN U415

SYSTEM E

DEFLECTION - STEEL BAR JOISTS

CB8 CB12

NOMINAL

8"

NOMINAL

1'-0"

CB10

NOMINAL

10"

CMU PARTITIONS

UL DESIGN U906 AT 2-HR RATED WALLS, UL DESIGN U904 AT 3-HR RATED WALLS

1" GYPSUM SHAFTLINER

6" METAL C-H STUDS 24" OC

(2) LAYERS 1/2" TYPE "C"

GYP BD

M16X

TWO HOUR WALL

UL DESIGN U415

SYSTEM B

CB4

NOMINAL

4"

1" GYPSUM SHAFTLINER

6" METAL C-H STUDS 24" OC

5/8" TYPE "C" GYP BD

M17X

ONE HOUR WALL

UL DESIGN U415

SYSTEM A

SYMBOLS

WALL TYPE

# GRIDS

DETAIL

WALL & BUILDING

SECTION

REVISIONS

XXX

X

M A

T C

H

LI

N E

F O

R C

O N

T

IN

U A

T

IO

N S

E E

A

HINGE SIDE

MATCHLINE SYMBOL

DOOR SWING &

NUMBER

EXISTING DOOR

TO REMAIN

OPENING NUMBER

ROOM NUMBER

ELEVATION LAYOUT

POINT

FRAME TYPE

X

AX.X

X

AX.X

X

SIM

AX.X

Ref X

X

X

X

A X

.XX

EXTERIOR

ELEVATION

INTERIOR

ELEVATION

X X

X

EXISTING DOOR

TO BE REMOVED

EXISTING WALL

TO REMAIN

EXISTING WALL

TO BE REMOVED

INDICATION OF MATERIALS

CONCRETE

(SECTION & SURFACE VIEWS)

INSULATED PRECAST

CONCRETE PANEL

(CUT VIEWS)

PRECAST CONCRETE PANEL

(SECTION VIEW)

BRICK

(SECTION VIEW)

CONCRETE BLOCK

(SECTION VIEW)

STONE

(SECTION VIEW)

STRUCTURAL STEEL

(SECTION VIEW)

ALUMINUM

(SECTION VIEWS)

GYPSUM BOARD

(SECTION AND SURFACE VIEWS)

INSULATION-BATT /

SOUND ATTENUATING

(SECTION VIEWS)

INSULATION - SPRAY

INSULATION - RIGID

WOOD BLOCKING

(SECTION VIEWS)

WOOD

(SURFACE VIEWS)

PLYWOOD

(SECTION VIEWS)

COARSE GRAVEL

GRADE

SAND (SECTION)

ARCHITECTURAL PRECAST

(SURFACE)

ABBREVIATIONS

℄ CENTER LINE, CENTER

± PLUS OR MINUS

⌀ DIAMETER

∠ ANGLE

ISSUES & REVISIONS

COMMISSION NO:

DRAWN BY:

CHECKED BY:

SHEET

767 N. EUSTIS STREET, SUITE 190

ST. PAUL, MINNESOTA 55114

651.642.9200

WWW.POPEDESIGN.COM

0" 1/2" 1"

TRUE SHEET SCALE

PAI DESIGN, LLC

DATE

2/10/2026 2:46:28 PM

Autodesk Docs://13215-26032 Cheboygan Area Schools - Bleacher Replacement/Cheboygan Area School - Intermediate School Bleacher Replacement-R25.rvt

A0.2

PARTITION TYPES,

SYMBOLS,

ABBREVIATIONS

RL

NW

13215-26032

CHEBOYGAN

AREA SCHOOL -

INTERMEDIATE

SCHOOL

BLEACHER

REPLACEMENT

905 W Lincoln Ave, Cheboygan, MI 49721

DP DECORATIVE PANEL HDWD HARDWOOD OPNG OPENING T&B TOP AND BOTTOM

DN DOWN HDCP HANDICAPPED OHD OVERHEAD DOOR T TREAD

DIST DISTANCE HDBD HARDBOARD OH OVERHEAD

DISP DISPENSER HC HOLLOW CORE OD OUTSIDE DIAMETER SYS SYSTEM

DIM DIMENSION OC ON CENTER SYM SYMETRICAL

DIAG DIAGIONAL GYP BD GYPSUM BOARD OA OVERALL SW SWITCH

DIA DIAMETER GT GROUT SUSP SUSPENDED

DH DECORATIVE HARDWARE GSF GROSS SQUARE FEET NTS NOT TO SCALE SUBFL SUBFLOORING

DG DECORATIVE GLASS GLU-L... GLUE LAMINATED NSF NET SQUARE FEET STRUCTURAL ENGINEER

DF DRINKING FOUNTAIN GL BLK GLASS BLOCK NRC NOISE REDUCTION... STRUCT STRUCTURE/

DET DETAIL GL GLASS OR GLAZING NOS NOSING STN STAIN

DEPT DEPARTMENT GC GENERAL CONTRACTOR NOM NOMINAL STL STEEL

GB GRAB BAR NO NUMBER STG STORAGE

DEMO DEMOLISH/DEMOLITION GAR GARAGE NIC NOT IN CONTRACT STD STANDARD

CW COLD WATER GALV GALVANIZED STC SOUND TRANSMISSION...

CUH CABINET UNIT HEATER GAL GALLON MW MILLWORK ST STONE

CU CUBIC GA GAUGE MULL MULLION SS STAINLESS STEEL

CTW CERAMIC TILE WALL G GAS MTL METAL SQ SQUARE

CTF CERAMIC TILE FLOOR MP METAL PANEL SPEC SPECIFICATIONS

CTB CERAMIC TILE BASE INSTALLED BY VENDOR MO MASONRY OPENING SNR SANITARY NAPKIN RECEPTOR

CT CERAMIC TILE FVIV FURNISHED BY VENDOR, MNTG MOUNTING SND SANITARY NAPKIN...

CSWK CASEWORK INSTALLED BY CONTRACTOR MLDG MOULDING SLNT SEALANT

CSK COUNTERSUNK FVIC FURNISHED BY VENDOR, MISC MISCELLANEOUS SIM SIMILAR

CRS COURSE FV FIELD VERIFY MIR MIRROR SHT SHEET

CR CRASH RAIL FUT FUTURE MIN MINIMUM / MINUTE(S) SHLVG SHELVING

CPTB CARPET BASE FURR FURRING MH MANHOLE SHC SHOWER CURTAIN

CPT CARPET FTR FOOT RAIL MFR MANUFACTURER SH SHEATHING

CORR CORRIDOR FTG FOOTING MFP MANUFACTURED FIRE PLACE SF SQUARE FOOT/FEET

CONTR CONTRACTOR FT FOOT, FEET MEZZ MEZZANINE SECT SECTION

CONT CONTINUOUS FRT FIRE RETARDANT TREATED MEMB MEMBRANE / STORM DRAIN

CONST CONSTRUCTION FRP FIBERGLASS REINFORCED... MED CAB MEDICINE CABINET SD SOAP DISPENSER

CONC CONCRETE FRMG FRAMING MECH MECHANICAL SCHED SCHEDULE

COL COLUMN FR FIRE RATED MDF MEDIUM DENSITY FIBER... SA SUPPLY AIR ABBREVIATIONS USED IN MATERIAL IDS

CO CLEANOUT FP FIRE PROOFING MCB METAL COVE BASE SEE MATERIAL SCHEDULES FOR

CMU CONCRETE MASONRY UNIT FOS FACE OF STUD/STEEL MB MARKER BOARD RWL RAIN WATER LEADER

CM CULTURED MARBLE FOM FACE OF MASONRY MAX MAXIMUM RV ROOF VENT YD YARD

XRD EXISTING ROOF DRAIN

CLOS CLOSET FOF FACE OF FINISH MATL MATERIAL RUB RUBBER

CLG CEILING INSTALLED BY OWNER MAS MASONRY RR RUB RAIL W... WELDED WIRE FABRIC

CLEAR CLEARANCE FOIO FURNISHED BY OWNER, ROT ROTATE(D) WS... WAINSCOT

CL CENTER LINE INSTALLED BY CONTRACTOR LVT LUXURY VINYL TILE RO ROUGH OPENING WR WATER RESISTANT

CJ CONTROL JOINT FOIC FURNISHED BY OWNER, LVR LOUVER RM ROOM WI WROUGHT IRON

CIVIL CIVIL ENGINEER FOC FACE OF CONCRETE LTG LIGHTING/LIGHT RHR RIGHT HAND REVERSED WH WATER HEATER CIRC CIRCUIT (CIRCUMFERENCE) FO FINISHED OPENING LT WT LIGHTWEIGHT RH RIGHT HAND WG WIRE GLASS

CHR CHAIR RAIL FLASH FLASHING LP LOW POINT RH ROOF HATCH W... WINDOW

CG CORNER GUARD FL FLOOR LMC LINEAR METAL CEILING REV REVERSE(D) WD WOOD

CFM CUBIC FOOT PER MINUTE FIXT FIXTURE LIN LINEAR, LINEAL REQD REQUIRED WC WATER CLOSET

CEM CEMENT FIN FINISH LHR LEFT HAND REVERSED REINF REINFORCED(ING) W/O WITHOUT

CD CONSTRUCTION DOCUMENTS FE FIRE EXTINGUISHER LH LEFT HAND REF REFERENCE W/ WITH CCT CUBICLE CURTAIN TRACK FDN FOUNDATION LF LINEAR FOOT RECT RECTANGULAR W WEIGHT

CC CUBICLE CURTAIN FD FLOOR DRAIN LCD LINEAR CEILING DIFFUSER REC RECESSED

CB CATCH BASIN INSTALLED BY OWNER LB POUND RD ROOF DRAIN VRET VAPOR RETARDER

CAB CABINET FCIO FURNISHED BY CONTRACTOR, LAV LAVATORY RCP REFLECTED CEILING PLAN VIF VERIFY IN FIELD

INSTALLED BY CONTRACTOR LAM LAMINATED RB RESILIENT BASE VFY VERIFY

BTWN BETWEEN FCIC FURNISHED BY CONTRACTOR, LAB LABORATORY RAD RADIATOR VEST VESTIBULE

BSMT BASEMENT FBG FIBERGLASS RA RETURN AIR VERT VERTICAL

BRKT BRACKET FA FIRE ALARM KO KNOCK OUT R RISER OR RADIUS VCT VINYL COMPOSITION TILE

BRG BEARING KD KNOCK DOWN VAR VARIES

BR BRICK K PL KICK PLATE QTR QUARTER VAC VACUUM

BOT BOTTOM EXT EXTERIOR

JBE JOIST BEARING ELEVATION

BO BY OWNER EXPAN EXPANSION JT JOINT PVMT PAVEMENT USF USEABLE SQUARE FEET

BM BENCH MARK EXP EXPOSED JST JOIST PVC POLYVINYL CHLORIDE UR URINAL

BLKG BLOCKING EXIST EXISTING JBOX JUNCTION BOX & RECEPTOR UPH UPHOLSTERY

BLDG BUILDING EXH EXHAUST JAN JANITOR PTD/R PAPER TOWEL DISPENSER UNO UNLESS NOTED OTHERWISE

BD BOARD EWC ELECTRIC WATER COOLER PTD PAPER TOWEL DISPENSER UN... UNFINISHED

BCS BABY CHANGING STATION EW EACH WAY INV INVERT PT PAINT ULA UL ASSEMBLEY

B/O BOTTOM OF ETC ET CETERA INT INTERIOR PROP PROPERTY UL UNDERWRITERS...

EQUIP EQUIPMENT INSUL INSULATION PROJ PROJECTION UH UNIT HEATER

AWP ACOUSTICAL WALL PANEL EQ EQUAL INCL INCLUDING PREFIN PREFINISHED UC UNDERCUT

AVG AVERAGE MONOMER IN INCH PNL PANEL

AV AUDIO VISUAL EPDM ETHYLENE POLYPROPLYLEN... IMP IMPACT / HIGH IMPACT PLYWD PLYWOOD TYP TYPICAL ARCH ARCHITECT(URAL) EOS EDGE OF SLAB ID INSIDE DIAMETER PLBG PLUMBING TV TELEVISION

APPROX APPROXIMATE ENT ENTRANCE PLAS PLASTER TS TRANSITION STRIP

AP ACCESS PANEL EMER EMERGENCY HYD HYDRANT PLAM PLASTIC LAMINATE TR... TRANSFORMER

ANNO ANNODIZED EM ENTRANCE MAT HW HOT WATER PL PLATE TPH TOILET PAPER HOLDER

ALUM ALUMINUM ELEV VERTICAL ELEVATION/... AIR CONDITIONING PF PLUMBING FIXTIRE TOS TOP OF STEEL ALT ALTERNATE ELEC ELECTRIC(AL) HVAC HEATING/VENTIALTION/ PERF PERFORATED TOM TOP OF MASONRY AGG AGGREGATE EL VERTICAL ELEVATION HT HEIGHT ARCHITECTURAL PRECAS... TFE TOP OF FOOTING ELEVATION AFF ABOVE FINISH FLOOR EJ EXPANSION JOINT HRL HANDRAIL PCST PRECAST CONCRETE / TE... TEMPORARY

AF ARCHITECTURAL FILM EA EACH HDR HEADER PART PARTITION TEL TELEPHONE

ADJ ADJACENT HR HOUR TBD TO BE DETERMINED

ACT ACOUSTIC CEILING TILE DWL DOWEL HP HIGH POINT OZ OUNCE TB TOWEL BAR

ACP ACOUSTIC CEILING PANELING DWG DRAWING HORIZ HORIZONTAL OSB ORIENTED STRAND BOARD TAN TANGENT ACC ACCESSIBLE DW DISHWASHER HM HOLLOW METAL ORD OVERFLOW ROOF DRAIN TA TOILET ACCESSORIES

ABV ABOVE DS DOWNSPOUT HKSP HOUSEKEEPING OPT OPTION(AL) T/O TOP OF

AB ANCHOR BOLT DR DOOR HDWE HARDWARE OPP OPPOSITE T&G TONGUE AND GROOVE

PROPOSED NEW 11 ROW

BLEACHER SEATING CAPACITY =

APPROXIMATE 622

(EXISTING 11 ROW BLEACHER

CAPACITY = APPROXIMATE 622)

330 OCC

66" REQUIRED

66" PROVIDED

330 OCC

66" REQUIRED

66" PROVIDED

330 OCC

66" REQUIRED

66" PROVIDED

8610 SF

GYMNASIUM

E

XIT

E

XIT

E

XIT

E

XIT

990 MAXIMUM

OCCUPANCY

35 OCC

7" REQUIRED

33" PROVIDED

35 OCC

7" REQUIRED

33" PROVIDED

1084 SF

GIRLS

LOCKER

ROOM

179 SF

STORAGE

124 SF

OFFICE

89 SF

TOILET

1088 SF

BOYS LOCKER

127 SF

OFFICE

74 SF

TLT

179 SF

STORAGE

427 SF

STORAGE

243 SF

SHOWER

119 SF

TOILET

243 SF

SHOWER

120 SF

TOILET

5437 SF

COMMONS

178 SF

STORAGE

1012 SF

BOILER

ROOM

221 SF

ENSEMBLE

986 SF

CORRIDOR

154 SF

OFFICE

221 SF

LIBRARY

52 SF

PRACTICE

41 SF

PRACTICE

2179 SF

BAND

119 SF

FREEZER

74 SF

CONCESSIONS 865 SF

KITCHEN

237 SF

RECEIVING168 SF

DRY

STORAGE 47 SF

TOILET

1045 SF

PLATFORM

569 SF

LOBBY

570 SF

LOBBY

330 OCC

66" REQUIRED

66" PROVIDED

EXIT

E

XIT

E

XIT

E X

IT

E

XIT4

EXIT

197 OCC

40" REQUIRED

66" PROVIDED

330 OCC

66" REQUIRED

66" PROVIDED

58 OCC

12" REQUIRED

33" PROVIDED

197 OCC

40" REQUIRED

66" PROVIDED

UP

UP

133 L F

EXISTING 2 HOUR

FIRE / SMOKE

BARRIER

EXISTING 2 HOUR

FIRE / SMOKE

BARRIER

BUILDING 2

16,000 SF

BUILDING 1

12,658 SF

BUILDING 3

13,908 SF

BUILDING 4

13,540 SF

BUILDING 5

36,810 SF

EXISTING COURT

368 OCCUPANTS

PER MICHIGAN BUILDING CODE

2021, 7 ACCESSIBLE SPACES ARE

REQUIRED. 8 SPACES ARE PROVIDED

NOTE: AREA OF WORK IS PART OF

BUILDING 4, BUT IS NOT COLORED

GREEN FOR CLARITY

E X

IT

E

X

IT

CODE LEGEND

ACCESSIBLE MEANS OF EGRESS

2 HOUR FIRE BARRIER (IBC 707)

3 HOUR FIRE BARRIER (IBC 707)

4 HOUR FIRE BARRIER (IBC 707)

2 HOUR FIRE WALL (IBC 706)

3 HOUR FIRE WALL (IBC 706)

4 HOUR FIRE WALL (IBC 706)

1 HOUR SHAFT ENCLOSURE (IBC 713)

2 HOUR SHAFT ENCLOSURE (IBC 713)

1 HOUR FIRE PARTITION (IBC 708)

SMOKE BARRIER (1 HOUR RESISTANCE) (IBC 709)

SMOKE PARTITION (IBC 710)

EXIT

EXIT ACCESS

2W

3W

4W

2B

3B

4B

1S

2S

1P

SB

SP

2W

3W

4W

2B

3B

4B

1S

2S

1P

SB

SP

FIRE EXTINGUISHER

EGRESS PATH

1 HOUR FIRE BARIER (IBC 707)1B 1B

NOTE: IN CONDITIONS WHERE A HIGHER PARTITION ALSO SERVES AS A SMOKE BARRIER,

THE TEXT TAG OF THE WALL WILL INCLUDE SB IN ADDITION TO THE PRIMARY ASSEMBLY.

RATED DOOR - 180 MINUTES

RATED DOOR - 120 MINUTES

RATED DOOR - 90 MINUTES

RATED DOOR - 60 MINUTES

RATED DOOR - 45 MINUTES

RATED DOOR - 20 MINUTES

RATED DOOR - SMOKE

FE-1 = RECESSED FIRE EXTINGUISHER CABINET

FE-2 = SEMI-RECESSED FIRE EXTINGUISHER CABINET

FE-3 = SURFACE MOUNTED FIRE EXTINGUISHER CABINET

FE-3A = EXTERIOR SURFACE MOUNTED FIRE EXTINGUISHER CABINET

FE-4 = BRACKET MOUNTED FIRE EXTINGUISHER

C. TYPE OF CONSTRUCTION:

L. OCCUPANT LOAD CALCULATIONS:

G. OCCUPANCY CLASSIFICATIONS:

B. CODE DATA SUMMARY:

CODE DATA - 2021 MICHIGAN REHABILITATION

CODE FOR EXISTING BUILDINGS

ASSUMED TYPE II-B, SPRINKLERED (UNCHANGED)

GROUP BBUSINESS (ACCESSORY)

THIS PROJECT CONSISTS OF REPLACING THE EXISTING WOOD BLEACHERS IN THE EXISTING GYM WITH NEW MOTORIZED BLEACHERS. AREA OF WORK IS IN BUILDING 4. NO CHANGES TO BUILDING AREA, OCCUPANCY TYPES OR OCCUPANT

LOAD. BLEACHER DESIGN IS BY OTHERS.

A. APPLICABLE CODES:

2021 MICHIGAN REHABILITATION CODE FOR EXISTING BUILDINGS

2021 MICHIGAN BUILDING CODE

ACCESSIBILITY - ICC/ANSI A117.1-2009

2021 NFPA 101

2021 MICHIGAN STATE MECHANICAL

2015 MICHIGAN FUEL GAS CODE

2021 MICHIGAN PLUMBING CODE

2023 NATIONAL ELECTRIC CODE

2021 MICHIGAN FIRE CODE

2021 MICHIGAN ENERGY CODE, ASHRAE 90.1 - 2013

OCCUPANT LOAD REMAINS UNCHANGED.

H. EXIT TRAVEL DISTANCE (1017.2):

250 LINEAR FEET MAX WITHOUT SPRINKLER SYSTEMEDUCATIONAL

I. CORRIDOR RATINGS (TABLE 1020.2):

EDUCATIONAL

GROUP EEDUCATIONAL

ASSEMBLY (ACCESSORY) GROUP A-3

F. ACTUAL BUILDING SIZE:

12,658 SFEXISTING (BUILDING 1)

13,810 SFADDITION (BUILDING 5)

92,916 SFTOTAL

STORAGE (ACCESSORY) GROUP S

16,000 SFEXISTING (BUILDING 2)

13,908 SFEXISTING (BUILDING 3)

13,540 SFEXISTING (BUILDING 4)

D. FIRE PROTECTION SYSTEMS: EXISTING BUILDING:

THE EXISTING BUILDING HAS AN AUTOMATIC SPRINKLER SYSTEM.

EXISTING UNCHANGED

EXISTING UNCHANGED

EXISTING UNCHANGED

EXISTING UNCHANGED

EXISTING UNCHANGED

ISSUES & REVISIONS

COMMISSION NO:

DRAWN BY:

CHECKED BY:

SHEET

767 N. EUSTIS STREET, SUITE 190

ST. PAUL, MINNESOTA 55114

651.642.9200

WWW.POPEDESIGN.COM

0" 1/2" 1"

TRUE SHEET SCALE

PAI DESIGN, LLC

DATE

2/10/2026 2:46:38 PM

Autodesk Docs://13215-26032 Cheboygan Area Schools - Bleacher Replacement/Cheboygan Area School - Intermediate School Bleacher Replacement-R25.rvt

A0.3

CODE DATA AND

CODE FLOOR PLAN

RL

NW

13215-26032

CHEBOYGAN

AREA SCHOOL -

INTERMEDIATE

SCHOOL

BLEACHER

REPLACEMENT

905 W Lincoln Ave, Cheboygan, MI 49721

3/64" = 1'-0"A0.3

1 FIRST LEVEL CODE PLAN

A2.2

GYMNASIUM

E100

STORAGE

E114

BOYS LOCKER

E109

SHOWER

E101

TOILET

E102

GIRLS

LOCKER

ROOM

E103

STORAGE

E104

OFFICE

E105

TOILET

E106

TOILET

E108

SHOWER

E107

TLT

E112

OFFICE

E111

STORAGE

E110

COMMONS

F116

STORAGE

F110

BOILER

ROOM

F117

RECEIVING

G107

TOILET

G106DRY

STORAGE

G104

KITCHEN

G102

OFFICE

ENSEMBLE

CORRIDOR

G100

FREEZER

G114

CONCESSIONS

G101 LIBRARY

G110

PRACTICE

G109

BAND

G111

PLATFORM

F116A

PRACTICE

G108

LOBBY

F100

LOBBY

F115

1" = 20'-0"A2.1

1 OVERALL FIRST LEVEL FLOOR PLAN

NORTH

ISSUES & REVISIONS

COMMISSION NO:

DRAWN BY:

CHECKED BY:

SHEET

767 N. EUSTIS STREET, SUITE 190

ST. PAUL, MINNESOTA 55114

651.642.9200

WWW.POPEDESIGN.COM

0" 1/2" 1"

TRUE SHEET SCALE

PAI DESIGN, LLC

DATE

2/10/2026 2:46:45 PM

Autodesk Docs://13215-26032 Cheboygan Area Schools - Bleacher Replacement/Cheboygan Area School - Intermediate School Bleacher Replacement-R25.rvt

A2.1

OVERALL FIRST

LEVEL FLOOR

PLAN

RL

NW

13215-26032

CHEBOYGAN

AREA SCHOOL -

INTERMEDIATE

SCHOOL

BLEACHER

REPLACEMENT

905 W Lincoln Ave, Cheboygan, MI 49721

GYMNASIUM

E100

GIRLS

LOCKER

ROOM

E103

BOYS LOCKER

ROOM

E109

STORAGE

E114

STORAGE

E110

OFFICE

E111

TOILET

E112

STORAGE

E115

STORAGE

E104

OFFICE

E105

TOILET

E106

DEMO EXISTING BLEACHERS AND

ALL ASSOCIATED ITEMS. PREPARE

AREA FOR INSTALLATION OF NEW

BLEACHERS

SHOWER

E101

TOILET

E102

SHOWER

E107

TOILET

E108

DEMOLITION PLAN GENERAL NOTES

DEMOLITION PLAN SYMBOLS

EXISTING DOOR AND FRAME TO REMAIN

EXISTING WALL TO REMAIN

EXISTING BLEACHERS TO BE DEMOLISHED

INDICATES EXISTING BUILDING AREAS WITH NO SCOPE OF WORK, UNO.

A. THE OWNER RESERVES THE RIGHT TO SALVAGE ANY EXISTING MATERIAL, EQUIPMENT, ETC. PRIOR

TO THE START OF DEMOLITION. THE CONTRACTOR SHALL VERIFY THOSE ITEMS TO BE SALVAGED

WITH OWNER.

B. ALL EXISTING CONSTRUCTION INDICATED TO REMAIN THAT IS DAMAGED OR AFFECTED BY THE

DEMOLITION SHALL BE REPAIRED AND RESTORED TO ITS ORIGINAL CONDITION.

C. CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH THE OCCUPANT TO AVOID DISRUPTION OF

THE FACILITY OPERATIONS. MAINTAIN REQUIRED EGRESS DURING CONSTRUCTION. PROVIDE

TEMPORARY BARRICADES, ENCLOSURES AND PROTECTION AS NECESSARY DURING CONSTRUCTION.

D. CONTRACTOR TO VERIFY EXACT LOCATION AND IDENTIFY, LABEL AND PROTECT EXISTING

MECHANICAL AND ELECTRICAL SERVICES WHICH MAY BE AFFECTED BY DEMOLITION.

E. REFER TO THE GENERAL NOTES FOR OTHER APPLICABLE INFORMATION.

G. ALL DEMOLITION WORK NOTED ON THESE DRAWINGS SHALL BE COORDINATED WITH

CORRESPONDING NEW WORK FLOOR PLANS AND DETAILS. REMOVE EXISTING CONSTRUCTION

AS INDICATED OR REQUIRED BY THE NEW WORK.

H. DETAILS OF EXISTING CONDITIONS: ACTUAL FIELD CONDITIONS WHICH ARE CONCEALED BY

EXISTING CONSTRUCTION MAY VARY FROM THOSE INDICATED IN THE DRAWINGS. ALL WORK

THAT RELATES TO, OR IS IN ANY WAY AFFECTED BY EXISTING CONDITIONS WHICH VARY FROM

THOSE INDICATED SHALL BE MODIFIED AS REQUIRED TO COMPLY WITH THE NEW WORK

REQUIREMENTS.

I. THE DEMOLITION DRAWINGS INDICATE MAJOR ITEMS TO BE DEMOLISHED AND REMOVED.

MISCELLANEOUS ABANDONED ITEMS INCLUDING CONDUIT, WALL PENETRATIONS (SCREWS, NAILS, ANCHORS, ETC), WOOD BLOCKING, AND OTHER VARIOUS ITEMS FASTENED TO EXISTING WALLS

MAY NOT BE INDICATED ON THE DRAWINGS. REMOVE SUCH ITEMS THAT ARE NOT USED IN, OR

CONCEALED BY NEW WORK. PATCH AND REPAIR DAMAGE TO THE WALLS WHERE SUCH ITEMS

ARE REMOVED.

K. REFER TO THE GENERAL NOTES FOR OTHER APPLICABLE INFORMATION.

Q. ITEMS IDENTIFIED TO BE SALVAGED ("REMOVE AND DELIVER TO OWNER") SHALL BE CAREFULLY

REMOVED AND DELIVERED TO A STORAGE AREA DESIGNATED BY THE OWNER FOR THIS PURPOSE.

ITEMS OWNER CHOOSES TO RETAIN SHALL BE RELOCATED FROM THE STORAGE AREA BY OWNER

(NIC). ALL OTHER ITEMS SHALL BE SUBSEQUENTLY REMOVED AND DISPOSED OF BY CONTRACTOR

WHEN AUTHORIZED BY OWNER.

R. EXISTING LOOSE FURNITURE, EQUIPMENT, SUPPLIES, AND PERSONAL BELONGINGS LOCATED IN

SPACES TO BE RENOVATED SHALL BE REMOVED AND RELOCATED BY OWNER (NIC).

T. COORDINATE DEMOLITION WORK WITH NEW WORK NOTES TO ENSURE PROPER REMOVAL OF

ITEMS.

ISSUES & REVISIONS

COMMISSION NO:

DRAWN BY:

CHECKED BY:

SHEET

767 N. EUSTIS STREET, SUITE 190

ST. PAUL, MINNESOTA 55114

651.642.9200

WWW.POPEDESIGN.COM

0" 1/2" 1"

TRUE SHEET SCALE

PAI DESIGN, LLC

DATE

2/10/2026 2:47:03 PM

Autodesk Docs://13215-26032 Cheboygan Area Schools - Bleacher Replacement/Cheboygan Area School - Intermediate School Bleacher Replacement-R25.rvt

A2.2

GYM DEMOLITION

PLAN

RL

NW

13215-26032

CHEBOYGAN

AREA SCHOOL -

INTERMEDIATE

SCHOOL

BLEACHER

REPLACEMENT

905 W Lincoln Ave, Cheboygan, MI 49721

1/8" = 1'-0"A2.2

1 GYM DEMOLITION PLAN

FLOOR PLAN GENERAL NOTES

A. DO NOT SCALE DRAWINGS.

B. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES.

C. IN THE CASE OF AMBIGUITIES, DISCREPANCIES, OR IRREGULARITIES IN THE DRAWINGS AND/OR

SPECIFICATIONS, THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR CLARIFICATION FROM

THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.

D. IN ALL CONSTRUCTION TYPES, ALL WOOD USED IN THE FOLLOWING LOCATIONS IS TO BE

PRESERVATIVE-TREATED:

1. WOOD IN CONTACT WITH THE GROUND OR WATER

2. WOOD IN EXTERIOR FOUNDATION WALLS.

3. WOOD IN CONTACT WITH CONCRETE SLABS-ON-GRADE, OR IN CONTACT WITH CONCRETE OR

MASONRY FOUNDATION WALLS.

4. WOOD WITHIN A CRAWL SPACE OVER EXPOSED EARTH.

5. AT OTHER LOCATIONS NOTED ON THE CONSTRUCTION DOCUMENTS

E. ALL WOOD USED IN BUILDINGS OF TYPE I OR II CONSTRUCTION (SEE CODE DATA SHEET), IS TO BE

FIRE-RETARDANT-TREATED, WITH THE FOLLOWING EXCEPTIONS:

1. PRESERVATIVE-TREATED WOOD AS NOTED IN GENERAL NOTE "D" ABOVE.

2. INTERIOR FLOOR FINISH AND INTERIOR FINISHES; TRIM AND MILLWORK SUCH AS CABINETRY, DOORS, DOOR FRAMES AND WINDOWS.

3. BLOCKING FOR HANDRAILS, MILLWORK, CABINETS, AND WINDOW AND DOOR FRAMES.

F. SEE SHEET A0.2 FOR SYMBOLS, INDICATION OF MATERIALS, PARTITION TYPE DETAILS &

ABBREVIATIONS.

G. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND

STANDARDS AS AMENDED BY LOCAL CODES.

H. PROVIDE WOOD BLOCKING WHERE WALL MOUNTED ITEMS INCLUDING BUT NOT LIMITED TO

CASEWORK, EQUIPMENT, ARTWORK AND FURNITURE ARE INDICATED. VERIFY LENGTHS AND

MOUNTING HEIGHTS OF BLOCKING.

I. INSTALL MANUFACTURED ITEMS, MATERIALS, AND EQUIPMENT IN STRICT ACCORDANCE WITH THE

MANUFACTURER'S RECOMMENDED SPECIFICATIONS.

J. A CONTRACTOR SHALL NOT PROCEED WITH THEIR WORK UNTIL THEY ACCEPT THE QUALITY OF

PRIOR WORK BY OTHERS THAT IS IN CONTACT WITH THEIR WORK. THE OTHER TRADE SHALL

CONSTRUE PROCEEDING AS ACCEPTANCE OF THE WORK.

K. WHEN WORK IS COMPLETED IN AN AREA, THE CONTRACTOR SHALL THOROUGHLY CLEAN THE AREA, WITHOUT DAMAGING THE MATERIALS AND SURFACES INVOLVED. RESTRICT UNNECESSARY

CONSTRUCTION TRAFFIC IN FINISHED AREAS. PROTECT SURFACES, FLOORS AND WALLS FROM

DAMAGE UNTIL FINAL ACCEPTANCE OF THE WORK BY THE OWNER.

L. DELIVER, STORE, AND HANDLE MATERIALS IN A MANNER THAT WILL PREVENT DAMAGE. STORE

MATERIALS PER RECOMMENDATION OF SUPPLIER AND MANUFACTURER. REPLACE DAMAGED

MATERIALS.

N. CONTRACTOR SHALL INFORM THE ARCHITECT IN WRITING OF ANY EXISTING PARTITIONS INDICATED

AS FIRE RATED THAT DO NOT MEET THE APPLICABLE FIRE RATED REQUIREMENTS.

P. ALL NEW PENETRATIONS OF FIRE RATED PARTITIONS AND FLOOR/CEILING ASSEMBLIES ARE TO BE

CONSTRUCTED IN ACCORDANCE WITH AN APPROVED UL LISTED FIRESTOP ASSEMBLY.

Q. CONTRACTOR SHALL NOTIFY ARCHITECT IN WRITING IF EXISTING CONDITIONS WILL PREVENT OR

AFFECT THE NEW CONSTRUCTION.

R. NEW CONSTRUCTION ALIGNING WITH EXISTING CONSTRUCTION IS TO BE FEATHERED FLUSH WITH

NO VISIBLE JOINT SHOWING, UNLESS OTHERWISE NOTED.

S. CONTRACTOR SHALL PATCH/REFINISH AFFECTED SURFACES TO MATCH THE ADJACENT CONDITIONS

PATCH / REFINISH SURFACES TO THE NEXT LOGICAL JOINT OR INTERIOR CORNER.

U. CONTRACTOR TO MAINTAIN THE FIRE RATING OF ALL EXISTING STRUCTURAL MEMBERS AND

RESTORE FIRE-RATED ASSEMBLIES DISRUPTED DURING CONSTRUCTION.

V. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL COORDINATE ANY NEW PENETRATIONS OF

EXISTING FLOOR STRUCTURES WITH THE OWNER, ARCHITECT AND/OR STRUCTURAL ENGINEER TO

CONFIRM THE IMPACT ON THE EXISTING BUILDING SYSTEMS AND STRUCTURES.

W. CONTRACTOR SHALL MAINTAIN/RESTORE EXISTING INSULATION AND / OR VAPOR BARRIER

AFFECTED DURING THE CONSTRUCTION.

100' - 1 3/8" +/- V

IF

SHOWER

E101

GIRLS

LOCKER

ROOM

E103

TOILET

E102

STORAGE

E104

OFFICE

E105

TOILET

E106

SHOWER

E107

TOILET

E108

BOYS LOCKER

ROOM

E109

STORAGE

E110

OFFICE

E111

TOILET

E112

STORAGE

E114

GYMNASIUM

E100

STORAGE

E115

NEW 11 ROW MOTORIZED

BLEACHER DESIGN BY OTHERS

(8) ACCESSIBLE

WHEELCHAIR LOCATIONS

ISSUES & REVISIONS

COMMISSION NO:

DRAWN BY:

CHECKED BY:

SHEET

767 N. EUSTIS STREET, SUITE 190

ST. PAUL, MINNESOTA 55114

651.642.9200

WWW.POPEDESIGN.COM

0" 1/2" 1"

TRUE SHEET SCALE

PAI DESIGN, LLC

DATE

2/10/2026 2:47:21 PM

Autodesk Docs://13215-26032 Cheboygan Area Schools - Bleacher Replacement/Cheboygan Area School - Intermediate School Bleacher Replacement-R25.rvt

A2.3

GYM FLOOR PLAN

RL

NW

13215-26032

CHEBOYGAN

AREA SCHOOL -

INTERMEDIATE

SCHOOL

BLEACHER

REPLACEMENT

905 W Lincoln Ave, Cheboygan, MI 49721

NORTH

1/8" = 1'-0"A2.3

1 GYM FLOOR PLAN