BID PERMIT-062526 - SANDUSKY SCHOOLS STORAGE BLDG (sealed).pdf

BUILDING CODE AUTHORITY

CITY OF SANDUSKY, MI

CONSTRUCTION CLASSIFICATION

VB, NON-SPRINKLERED

OCCUPANCY CLASSIFICATION

U - UTILITY

PROJECT DATAPROJECT SUMMARY

PROJECT INCLUDES NEW ACCESSORY STORAGE STRUCTURE WITH SEPARATE UNITS

AND ACCESS FOR DIFFERENT DEPARTMENTS. STRUCTURE TO BE UNHEATED WITH NO

PLUMBING IN THE STRUCTURE. ELECTRICAL SCOPE WILL BE LIMITED TO EXTERIOR

OUTLETS AND NEW LIGHTING FIXTURES. MINOR SITE WORK WILL BE INDICATED, BUT

CIVIL ENGINEERING IS NOT INCLUDED.

BUILDING CODES

BUILDING CODE

ALSO KNOWN AS THE "MICHIGAN BUILDING CODE"

2021 MICHIGAN BUILDING CODE (MBC) AS AMENDED

MECHANICAL CODE

ALSO KNOWN AS THE "MICHIGAN MECHANICAL CODE"

2021 MICHIGAN MECHANICAL CODE (MMC) AS AMENDED

PLUMBING CODE

ALSO KNOWN AS THE "MICHIGAN PLUMBING CODE"

2021 MICHIGAN PLUMBING CODE (MPC) AS AMENDED

ELECTRICAL CODE

2023 NATIONAL ELECTRIC CODE (NEC)

AMERICANS WITH DISABILITIES ACT; ALSO KNOWN AS ADA

ICC . ANSI 117.1 - 2017

MBC-2021 CHAPTER 11

2021 MICHIGAN COMMERCIAL ENERGY CODE; 2021 IECC

w/ AMENDMENTS AND ANSI/ASHRAE/IESNA STANDARD 90.1-2019 w/ AMENDMENTS

2021 INTERNATIONAL FUEL GAS CODE

2021 INTERNATIONAL FIRE CODE

NFPA 13 - 2019

NFPA 72 - 2019

OWNER

SANDUSKY COMMUNITY SCHOOLS

KURT DENNIS

191 E. PINETREE LANE

(810) 648-3400 kdennis@sandusky.k12.mi.us

DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE:

SHANE M. BURLEY, AIA, NCARB

STUDIO DETROIT, LLC

2040 PARK AVENUE, SUITE 200

DETROIT, MI 48226

E. SHANE@STUDIO-DETROIT.COM

P. 313.919.5886

MICHIGAN LICENSE NUMBER 1301058978

EXPIRES: 03.09.27

NOTE:

GENERAL CONTRACTOR SHALL COORDINATE WITH THEIR MATERIAL SUPPLIERS AND THE

REGISTERED DESIGN PROFESSIONAL IN CHARGE TO SUBMIT THE FOLLOWING DEFERRED SUBMITTALS

TO THE AUTHORITY HAVING JURISDICTION:

1. STRUCTURAL CALCULATIONS

2. REVIEW / SPECIAL INSPECTION OF EXISTING AND NEW CONCRETE FOUNDATION CONDITIONS

3. ENGINEERED TRUSS DRAWINGS

4. PERMANENT LATERAL TRUSS BRACING DETAILS (PER 2303.4.1, 2303.1)

5. REVIEW OF CONCRETE SPECIAL INSPECTIONS

6. ELECTRICAL POWER / LIGHTING COMPLIANCE

7. INTERIOR FINISHES -FLAME SPREAD TESTING DATA FROM MATERIAL MANUFACTURER

8. ROOFING SYSTEMS

NOTE:

THESE CONSTRUCTION DRAWINGS WERE PREPARED FOR COMPLIANCE WITH THE MICHIGAN

CONSTRUCTION CODES IN EFFECT AT THE TIME OF PERMIT SUBMITTAL. ALL ENGINEERS,

CONTRACTORS AND SUPPLIERS INVOLVED WITH THIS PROJECT SHALL COMPLY WITH THE SAME

CODES, ISSUED AND APPROVED CODE MODIFICATIONS AND/OR CITY CODE AUTHORITY

CONSTRUCTION BOARDS OF APPEALS RULINGS AND WHENEVER REQUIRED SHALL PROVIDE SHOP

DRAWINGS AND SUBMITTALS CLEARLY DESCRIBING COMPLIANCE TO THE REGISTERED DESIGN

PROFESSIONAL IN RESPONSIBLE CHARGE FOR REVIEW AND APPROVAL.

VICINITY MAP

SITE

S

S A

N D

U S

K Y

R D

E. MILLER RD

E. PINETREE LN

C A

M P

B E

L L

R D

D A

V

IS

S T

JEAN ST

LIST OF ALTERNATES

ALT #1:

NUMBER DESCRIPTION

ALT #2:

ALT #3:

PROVIDE CONCRETE APRON AT EXTERIOR OF ALL ROLL-UP DOORS

.4

.0

.9

± 87.3 ' ± 40.0 ' ± 28.0 ' 80.0 '

.9

.0

D A

V

IS

S T

R E

E T

THIS DOCUMENT AND THE INFORMATION

CONTAINED THEREIN IS THE SOLE

POSSESSION OF STUDIO DETROIT AND

SHALL NOT BE ALTERED OR MODIFIED

WITHOUT THE EXPRESS WRITTEN

PERMISSION OF STUDIO DETROIT. ANY

MODIFICATION OR ALTERATION THEREOF

SHALL INDEMNIFY AND HOLD HARMLESS

STUDIO DETROIT OF ALL EXPENSES, CLAIMS

AND/OR LIABILITY RESULTING FROM SUCH

MODIFICATIONS OR ALTERATIONS.

� 2026 STUDIO DETROIT LLC

DO NOT SCALE DRAWINGS

2040 PARK AVENUE, SUITE 200

DETROIT, MICHIGAN 48226

STUDIO-DETROIT.COM

ISSUED

DRAWN

CHECKED

SEAL

CLIENT

PROJECT

PROJECT MANAGER

PROJECT NO.

191 PINE TREE LANE

SANDUSKY, MI 48471

SANDUSKY

COMMUNITY SCHOOLS

STORAGE BUILDING

TS1.1

SMB

PNP

COVERSHEET

SANDUSKY COMMUNITY

SCHOOLS

STORAGE BUILDING

06.25.26 BID / PERMIT

125 DAVIS STREET

SANDUSKY, MI 48471

125 DAVIS STREET

SANDUSKY, MI 48471

SANDUSKY

COMMUNITY SCHOOLS

PETER PENTESCU

PETE@STUDIO-DETROIT.COM

586.747.9717

26031

.2

.2

B

ID

P

E R

M

IT

ISSUED FORSHEET INDEX

DRAWING INDEX KEY

NOT ISSUED

PREVIOUSLY ISSUED

ISSUED

REFERENCE

GENERAL

TS1.1 COVERSHEET

TS1.2 SYMBOLS + ABBREVIATIONS

TS1.3 CODE STUDY

ARCHITECTURAL

A1.0 ARCHITECTURAL FOUNDATION PLAN

A1.1 FLOOR PLAN

A2.1 EXTERIOR ELEVATIONS

A3.1 BUILDING SECTIONS

A4.1 DOOR SCHEDULE + ROOM FINISH SCHEDULE

N

1" = 30'-0"

PARTIAL ARCHITECTURAL SITE PLAN

A5.1

MATERIAL LEGEND

F

SYMBOL LEGEND ABBREVIATION

A5.1

DETAIL NAME

ROOM NAME

COORDINATE WITH SCHEDULE

DOOR DESIGNATION

KEY NOTE DESIGNATION NUMBER -

COORDINATE WITH PLAN NOTES

COORDINATE WITH PLAN NOTES

EQUIPMENT DESIGNATION NUMBER -

ADDENDUM DESIGNATION NUMBER

BULLETIN DESIGNATION NUMBER

BLOCKING/ROUGH LUMBER

BATT/LOOSE INSULATION

ACOUSTICAL CEILING

FINISHED WOOD

GYPSUM WALLBOARD

WALL TYPE DESIGNATION NUMBER -

SHEET REFERENCE FOR DRAWING CONTINUATION

PLYWOOD

MASONRY

CONCRETE

MATCH LINE

SEE SHEET: A3

ELEVATION NUMBERS

DETAIL REFERENCE NUMBER

ELEVATION NUMBER

HEIGHT ABOVE FINISHED FLOOR

REFERENCE POINT OF ELEVATION

HEIGHT ABOVE FINISHED FLOOR

EXISTING DOOR SYMBOL

CIRCLES REPRESENT NEW COLUMN LINES

LETTERS DESIGNATE HORIZONTAL COLUMN LINES

SQUARES REPRESENT EXISTING COLUMN LINES

NUMBERS DESIGNATE VERTICAL COLUMN LINES

SHEET NUMBER WHERE DETAIL IS REFERENCED

NOTE: DATUM SYMBOL INDICATES A SPECIFIC

REFERENCE HEIGHT OF MATERIAL INDICATED

SHEET NUMBER WHERE DETAIL IS LOCATED

SHEET NUMBER WHERE ELEVATION IS LOCATED

ARROWS INDICATES ELEVATED SECTION

SHEET NUMBER WHERE ELEVATION IS LOCATED

NEW DOOR SYMBOL

B

A

B./CEILING

EL. 8'-0" A.F.F.

8'-0"

ROOM NUMBER

ROOM NAME

DRAWING SCALE

DETAIL NAME

DETAIL NUMBER

A

A3.4

A1.1 SCALE: 1/2" = 1'-0"

### DOOR TYPE

FRAME MATERIAL

DOOR MATERIAL

@ AT

ACOUST. ACOUSTICAL

A.C.T. ACOUSTIC CEILING TILE

ADJ. ADJACENT

A.F.F. ABOVE FINISH FLOOR

ALUM. ALUMINUM

ANOD. ANODIZED

BD. BOARD

BLDG. BUILDING

BLK. BLOCK

BLKG. BLOCKING

B.O. BOTTOM OF

B.O.S. BOTTOM OF STEEL

CEM. CEMENT

C.G. CORNER GUARD

C.J. CONTROL JOINT

CLG. CEILING

C CENTER LINE

C.O. CLEAN OUT

COL. COLUMN

CONC. CONCRETE

CONST. CONSTRUCTION

CONT. CONTINUOUS

CORR. CORRUGATED

CPT. CARPET

C.T. CERAMIC TILE

DET. DETAIL

DIA. DIAMETER

DM. DIMENSION

DN. DOWN

D.O. DOOR OPENING

DR. DOOR

DWG. DRAWING

EA. EACH

ELEV. ELEVATION

E.W. EACH WAY

EXG. EXISTING

EXIST. EXISTING

EXP. EXPANSION, EXPOSED

EXT. EXTERIOR

F.D. FLOOR DRAIN

FDN. FOUNDATION

F.R.P. FIBER REINFORCED PANELS

FIN. FINISH

FLR. FLOOR

F.O. FACE OF

F.O.S. FACE OF STUD

FR. FRAME

FTG. FOOTING

GA. GAUGE

GALV. GALVANIZED

GYP. GYPSUM

HDW. HARDWARE

H.M. HOLLOW METAL

HORIZ. HORIZONTAL

HT. HEIGHT

I.D. INSIDE DIAMETER

INSUL. INSULATION

INT. INTERIOR

JT. JOINT

LAV. LAVATORY

LG. LONG

L.L.O. LONG LEG OUTSTANDING

L.L.V. LONG LEG VERTICAL

MAS. MASONRY

MAX. MAXIMUM

MECH. MECHANICAL

MET. METAL

MEZZ. MEZZANINE

MFR. MANUFACTURER

M.I. MISCELLANEOUS IRON

MIN. MINUMIM

MISC. MISCELLANEOUS

M.O. MASONRY OPENING

N.I.C. NOT IN CONTRACT

N.T.S. NOT TO SCALE

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

OHD OVERHEAD DOOR

OPNG. OPENING

OPP. OPPOSITE

PL.G. PLATE GLASS

PL.S. PLATE STEEL

P.LAM PLASTIC LAMINATE

PLAS. PLASTER

PREFAB. PREFABRICATED

PROJ. PROJECT, PROJECTION

P.S.F. POUNDS PER SQUARE FOOT

PT. PAINT, POINT

R. RISER

R.A. RETURN AIR

R.B. RUBBER BASE

R.C. ROOF CONDUCTOR

R.C.P. REFLECTED CEILING PLAN

R.D. ROOF DRAIN

R.F. RUBBER FLOORIING

REINF. REINFORCED, REINFORCING

REQ'D REQUIRED

RFG. ROOFING

RM. ROOM

R.S. ROOF SUMP

R.T. RUBBER TILE

SAN. SANITARY

SCHED. SCHEDULE

SHT. SHEET

SIM. SIMILAR

SPEC. SPECIFICATION

S.S. SERVICE SINK

STL. STEEL

STD. STANDARD

STOR. STORAGE

STRUCT. STRUCTURAL

SUSP. SUSPENDED

SW. SWITCH

SYM. SYMMETRICAL

T. TREAD

T&B TOP AND BOTTOM

TEL. TELEPHONE

TERR. TERRAZZO

T&G TONGUE AND GROOVE

THK. THICK, THICKNESS

THRES. THRESHOLD

T.O. TOP OF

T.O.S. TOP OF STEEL

TYP. TYPICAL

U/C UNDERCUT, UNDERCOUNTER

U.N.O. UNLESS NOTED OTHERWISE

V.B. VINYL BASE

V.C.T. VINYL COMPOSITION TILE

V.P.F. VINYL PLANK FLOORING

V.I.F. VERIFY IN FIELD

W. WIDE

VERT. VERTICAL

WAINS. WAINSCOT

W.C. WATER CLOSET

WD. WIN. WOOD WINDOW

WT. WEIGHT

W.W.F. WELDED WIRE FABRIC

w/ WITH

L

H M

H M

TOILET STALL

ACCESS PANEL

PAPER TOWEL

DISPENSER AND

WASTE

RECEPTACLE

16"x16" HINGED

PANEL, UNLESS

NOTED

OTHERWISE

SURFACE

MOUNTED

MIRROR

WALL MOUNTED

SOAP DISPENSER

SANITARY NAPKIN

RECEPTACLE

BARRIER FREE

GRAB BAR AT

REAR WALL

* REFLECTING

SURFACE

6" MAX.

MIN.

36"

M

IN

M

A X

20"

/2

M

A X

M

A X

M

A X

ELEV

SEE

W

IT

H M

E C

H

C O

O R

D

IN

A T

E

UNDER

LAVATORY

ACCESS PANEL

24"x24" HINGED

PANEL, UNLESS

NOTED

OTHERWISE

WATER CLOSET

PAPER TOWEL

DISPENSER

DASHED LINE

INDICATES

REQUIRED

CLEARANCES

FLUSH VALVE

SHALL FACE

TRANSFER SIDE OF

TOILET

WALL MOUNTED

LAVATORY

MIN.

17"

3" MAX.

M

IN

8" MIN.

11" MIN.2

M

IN

M

IN

M

A X

M

IN

M

A X

M

A X

MOUNTING SCHEDULE

RESTROOM ACCESSORIES AND PLUMBING FIXTURES

BARRIER FREE

GRAB BARS AT

SIDE WALL

MIN.

54"

41" MAX.

39" MIN.

M

A X

M

IN

M

IN

M

A X

M

IN

42" MIN.

MAX.

12"

TOILET TISSUE

DISPENSER OUTLET

(ABOVE GRAB BAR)

9" MAX.

7" MIN.

M

A X

TOILET TISSUE

DISPENSER OUTLET

(BELOW GRAB BAR)

4'-0"

15" MIN.

16" MIN.

18" MAX.

ELECTRIC WATER

COOLERS

M

A X

M

A X

M

IN

M

IN

-1

/2

M

IN

9" MAX.

7" MIN.

M

A X

URINAL

42" MIN.

TOILET SEAT

COVER DISPENSER

M

IN

/2

M

IN

FIN.FLR.LINE FIN.FLR.LINE

WALL

DESK

Text Graphic to be a min of 1" & must be approved by Architect.

EXITFIRE EXTINGUISHER

SHALL BE INSTALLED 48"

MAX TO HIGHEST

OPERABLE PART.

4" MIN

S T

D

M

A X

M

A X

FIN.FLR.LINE

M

A X

FIN.FLR.LINE

ROOM

NO.

USE

EXIT

STAIR

M

A X

FIN.FLR.LINE

M

A X

FIN.FLR.LINE FIN.FLR.LINE

M

IN

M

A X

VARIES

FIN.FLR.LINE

M

A X

FIN.FLR.LINE

C L

E A

R

'-8

M

IN

FIN.FLR.LINE FIN.FLR.LINE

Text Graphic to be a min of 1" & must be approved by Architect.

MOUNTING SCHEDULE

DUPLEX OUTLET KEY SWITCH or

PUSH BUTTON FORWARD

APPROACH

KEY SWITCH or

PUSH BUTTON PARALLEL

APPROACH

ROOM NAME

SIGN

FIRE EXIT SIGN

@ ELEVATORS

CARD READER LIGHT SWITCH

or DIMMER

FIRE EXTINGUISHER &

PANEL CABINETS

FIRE ALARM

PULL BOX

HVAC CONTROLS EXIT LIGHT CLOCK OUTLET TELEPHONE

WALL JACKS

TYPICAL WALL MOUNTED ACCESSORIES

LATCH

APPROACH

HINGE

APPROACH

X

Y

PULL SIDE

HINGE APPROACH

IF Y=60" MIN, THEN X=36" MIN

IF Y=54" MIN, THEN X=42" MIN

LATCH APPROACH

X=24" MIN

Y=48" MIN *

* Y=54" MIN IF CLOSER IS PROVIDED

LATCH

APPROACH

HINGE

APPROACH

APPROACH

24" @ LATCH

Y

PUSH SIDE

HINGE APPROACH

Y=42" MIN *

* Y=48" MIN IF BOTH CLOSER AND LATCH ARE PROVIDED

LATCH APPROACH

Y=42" MIN *

* Y=48" MIN IF CLOSER IS PROVIDED

APPROACH

22" @ HINGE

32" MINIMUM

CLEAR WIDTH AT

DOOR OPENINGS

32" MINIMUM

CLEAR WIDTH AT

DOOR OPENINGS

PULL SIDE

MIN.

18"

M

IN

(4

M

IN

. A

T E

X T

G

B L

D G

S

M

IN

(BOTH) LATCH AND CLOSER

12" MIN. *IF DOOR HAS

PUSH SIDE

32" MINIMUM

CLEAR WIDTH AT

DOOR OPENINGS

OVERLAP OF

KNEE AND TOE

CLEARANCE

CLEAR

FLOOR

SPACE

MIN.

1'-0"

MIN.

3'-4"

MIN.

1'-0"

5'-4" MIN.

M

IN

'-8

M

IN

'-4

'-0

M

IN

'-4

2'-6"

M A

X ø 5' - 7"

CLEAR

FLOOR

SPACE

TURNING SPACES SHALL BE PERMITTED TO INCLUDE KNEE

AND TOE CLEARANCE COMPLYING WITH SECTION 306 OF

EITHER THE BASE OR ONE ARM.

GENERAL ACCESSIBILITY NOTES:

THIS SITE / BUILDING SHALL COMPLY WITH THE PROVISIONS OF THE ACCESSIBILITY STANDARDS FOR THE JURISDICTION WHERE THE PROJECT IS LOCATED, INCLUDING, BUT NOT LIMITED TO ITEMS

NOTED: DOOR SIZES AND APPROACHES, THRESHOLDS, HARDWARE, TOILET ROOMS AND

ACCESSORIES, FIXTURES AND INSTALLATIONS, ETC. THE FOLLOWING SECTIONS ARE NOTED FOR

QUICK REFERENCE AND OTHER ITEMS ARE DETAILED WITHIN THE DRAWINGS. NOTE:

CONSTRUCTION TOLERANCES MAY OR MAY NOT ALLOW VARIATION TO THE DIMENSION SHOWN. A

SECTION NUMBER WITHOUT AN ACRONYM IS PART OF BOTH ACCESSIBILITY STANDARDS (ANSI OR

ADA) POSSIBLY NOTED ABOVE:

1. THIS SITE / BUILDING SHALL BE ACCESSIBILE AT ALL PRIMARY ENTRANCES AND SUCH

ACCESSIBLE ROUTE SHALL CONNECT ALL ACCESSIBLE SPACES AND ELEMENTS WITHIN THE

BUILDING FROM PARKING LOT TO PRIMARY ENTRY SHALL BE VIA ACCESSIBLE ROUTE - INCLUDE

ACCESS FROM ACCESSIBLE PARKING SPACES TO THE ACCESSIBLE ENTRY OF THE BUILDING

AND INTERIOR ACCESSILBE AREAS.

A. PRIVATE BUILDINGS / FACILITIES ARE NOT REQUIRED TO HAVE AN ACCESSIBLE ROUTE

CONNECT AN UPPER STORY IF FOOTPRINTS ARE LESS THAN 3,000 SF MAX OR BUILDINGS

THAT ARE LESS THAN 3 STORIES.

B. HISTORIC BUILDINGS (IF CERTAIN APPROVED AGENCIES) CERTIFY THAT UPDATES WOULD

DESTROY HISTORICAL SIGNIFICANCE OF THE BUILDING.

2. GROUND FLOOR WALKING SURFACES ALONG ACCESSIBLE ROUTES, IN ROOMS AND SPACES,

INCLUDING FLOORS, WALKS, RAMPS, STAIRS, AND CURB RAMPS, SHALL BE STABLE, FIRM, SLIP-

RESISTANT, AND SHALL COMPLY WITH ACCESSIBILITY CODES AND STANDARDS. ALL OBJECTS

WHICH OVERHANG OR PROTRUDE INTO BUILDING INCLUDING INTERIOR CIRCULATION PATHS

OF AN ACCESSIBILE ROUTE SHALL COMPLY WITH ACCESSIBILITY CODES AND STANDARDS AS

THEY RELATE TO PROTRUDING OBJECTS (NOT EXCEEDING 4" PROJECTION.)

3. CHANGES IN SURFACE MATERIALS, FOR ELEVATION CHANGES ACCOMPLISHED BY PROVIDING

REQUIRED RAMPS OR A CURB RAMP (WITHOUT HANDRAILS.) CHANGES IN LEVEL UP TO 1/4"

VERTICAL MAT BE WITHOUT EDGE TREATMENT. CHANGES IN LEVEL BETWEEN 1/4" AND 1/2"

SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. CHANGES IN LEVEL GREATER THAN

1/2" SHALL BE ACCOMPLISHED BY MEANS OF A RAMP THAT COMPLIES WITH ACCESSIBILITY

CODES AND STANDARDS.

4. CARPET OR CARPET TILE USED ON A GROUND FLOOR OR A FLOOR SURFACE SHALL BE

SECURELY ATTACHED, HAVE A FIRM (A) CUSHION, PAD, OR BACKING, OR (B) HAVE NO CUSHION OR PAD; AND HAVE A LEVEL LOOP, TEXTURED, LEVEL CUT PILE, OR LEVEL CUT / UNCUT PILE TEXTURE. THE MAXIMUM PILE THICKNESS SHALL NOT EXCEED 1/2". EXPOSED EDGES SHALL BE

FASTENED TO THE FLOOR SURFACES AND HAVE A TRIM ALONG THE ENTIRE LENGTH OF THE

EDGE EXPOSED.

5. REACH RANGES SHALL NOT EXCEED 48" IN HEIGHT; MINIMUM 15" OR 2'-0" IN DEPTH, FOR

ELECTRICAL OUTLETS, SWITCHES, AND CONTROLS.

6. DOOR APPROACHES REQUIRE A MINIMUM OF 18" CLEAR ON PULL SIDE AND 0" ON PUSH SIDE

(12" ON PUSH SIDE IF DOOR HAS CLOSER.)

GENERAL PROJECT NOTES:

1. ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH THE DOCUMENTS, WHICH INCLUDES

THE DRAWINGS AND THE PROJECT SPECIFICATIONS CONTAINED IN THE PROJECT MANUAL.

2. ALL DOCUMENTS ARE COMPLEMENTARY AND NEITHER THE DRAWINGS NOR THE

SPECIFICATIONS TAKE PRECEDENCE OVER THE OTHER. CONTRACTOR SHALL NOTIFY

ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES IN THE DOCUMENTS BEFORE PROCEEDING.

FAILURE TO DO SO WILL RESULT IN THE CONTRACTOR TAKING FULL RESPONSIBILITY AND

LIABILITY FOR SAID DISCREPANCIES.

3. IT IS THE INTENT THAT CONSTRUCTION COMPLY WITH ALL APPLICABLE CODES AND LAWS

INCLUDING THE AMERICANS WITH DISABILITIES ACT (ADA). SHOULD ANY CONTRACTOR NOTICE

DRAWINGS OR WORK THAT HE / SHE BELIEVES IS NON-COMPLIANT, NOTIFY THE ARCHITECT /

ENGINEER IMMEDIATELY FOR REVIEW AND CORRECTIVE ACTION AS REQUIRED.

4. DO NOT SCALE THE DRAWINGS AS THEY ARE NOT NECESSARILY TO SCALE. THE CONTRACTOR

SHALL LAY OUT ALL GRIDS AND / OR MAJOR DIMENSIONS PRIOR TO THE START OF

CONSTRUCTION. IF DISCREPANCIES ARE FOUND, THE ARCHITECT / ENGINEER SHALL BE

NOTIFIED FOR CLARIFICATION BEFORE COMMENCEMENT OF THE WORK. EXPLICIT DIMENSIONS

HAVE PRECEDENCE OVER SCALE. CONTRACTOR SHALL INSTALL THE WORK IN ACCORDANCE

WITH DIMENSIONS INDICATED IN THE CONTRACT DOCUMENTS.

5. SUBCONTRACTORS FOR EACH TRADE ARE ADVISED THAT INFORMATION PERTINENT TO THEIR

WORK MAY OCCUR IN OTHER PORTIONS OF THE CONTRACT DOCUMENTS. REFER TO CIVIL,

STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SPECIAL SYSTEM DRAWINGS FOR

ADDITIONAL GENERAL NOTES, ABBREVIATIONS, AND SYMBOLS.

6. THE ARCHITECTURAL DRAWINGS ARE OF EQUAL IMPORTANCE WITH THE CIVIL, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SPECIAL SYSTEM DRAWINGS IN DEFINING THE

WORK OF THE CONTRACT DOCUMENTS. IT SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR TO COORDINATE WITH THE ARCHITECTURAL DRAWINGS BEFORE INSTALLATION

OF THESE OTHER SYSTEMS.

7. ALL NOTES ARE TO BE REVIEWED AND APPLIED TO RELATED BUILDING COMPONENTS. NOTES

APPEAR ON VARIOUS SHEETS FOR DIFFERENT SYSTEMS AND MATERIALS. ALL SHEETS ARE TO

BE REVIEWED AND NOTES ON ANY ONESHEET ARE TO BE APPLIED ON RELATED DRAWINGS AND

DETAILS.

8. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE SHOWN AND REFERENCED.

WHERE SPECIFIC DIMENSIONS, DETAILS, OR DESIGN INTENT CANNOT BE DETERMINED,

CONSULT THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. "TYPICAL" MEANS THE

CONDITIONS ARE THE SAME FOR ALL SIMILAR CONDITIONS UNLESS NOTED OTHERWISE.

9. DETAILS, SYSTEMS, AND / OR MATERIALS WHICH ARE PROPOSED TO BE CHANGED SHALL BE

SUBMITTED FOR APPROVAL AND REVIEWED BY THE ARCHITECT / ENGINEER PRIOR TO

COMPLETION AND SUBMISSION OF THE SHOP DRAWINGS. SUBMITTAL OF PROPOSED

SUBSTITIONS RESULTING IN AN AESTHETIC CHANGE SHALL NOT BE APPROVED.

10. REFER TO THE LIFE SAFETY DRAWINGS FOR SPECIFIC INFORMATION RELATED TO OCCUPANT

COUNTS, EXITING, AND WALL / ASSEMBLY RATINGS.

11. PROVIDE FIRE EXTINGUISHERS THROUGHOUT THE CONSTRUCTION AREA AS REQUIRED BY CODE

FOR THE DURATION OF WORK.

12. FINISH FLOOR ELEVATIONS ARE TO TOP OF CONCRETE UNLESS OTHERWISE NOTED.

A. FIRST FLOOR ELEVATION: (100'-0")

CONTRACTOR GENERAL CONDITIONS NOTES:

1. THE CONTRACTOR SHALL VISIT THE PROJECT SITE BEFORE SUBMITTING HIS BID. SUBMITTING

A BONA FIDE BID SHALL INCLUDE VERIFICATION AND ACKNOWLEDGEMENT BY THE

CONTRACTOR THAT A SITE VISIT WAS PERFORMED, THE EXISTING CONDITIONS IN WHICH THE

WORK IS TO BE PERFORMED ARE UNDERSTOOD BY THE CONTRACTOR, AND THE BID INCLUDES

ALL ALLOWANCES (ADDITIVE AND DEDUCTIVE) TO COMPLETE IN DETAIL ALL THE WORK

INCLUDED IN THE CONTRACT DOCUMENTS FOR THE PRICE INCLUDED IN THE BID AND WITHIN

THE TIME ALLOTED IN THE CONSTRUCTION SCHEDULE. THE CONTRACTOR SHALL NOT BE

GRANTED ANY EXTENSIONS OF TIME OR INCREASE IN PAYMENT DUE TO ANY CLAIM BY THE

CONTRACTOR REGARDING ANY EXISTING CONDITION.

2. THE DEFINITION OF "WORK" IS:

THE CONSTRUCTION AND SERVICES REQUIRED BY THE CONTRACT DOCUMENTS, INCLUDING

BUT NOT LIMITED TO: LABOR, MATERIALS, EQUIPMENT, SUPERVISION, ETC, REQUIRED TO

PROVIDE A COMPLETE INSTALLATION MEETING ALL REGULATORY REQUIREMENTS READY FOR

OCCUPANCY.

THE WORK IS LIMITED TO THE SCOPE OF WORK INDICATED ON THE CONTRACT DOCUMENTS

AND TO THE "LIMITS OF CONSTRUCTION" INDICATED. ANY CHANGED TO THE SCOPE OF WORK

OR WORK BEYOND THE LIMITS OF CONSTRUCTION REQUIRES PRIOR APPROVAL BY THE

ARCHITECT. CONTRACTOR SHALL SUBMIT WRITTEN NOTIFICATION TO THE ARCHITECT AND

OBTAIN APPROVAL FROM THE ARCHITECT BEFORE BEGINNING ANY WORK NOT INCLUDED IN

THE SCOPE OF WORK. ANY ADDITIONAL WORK INSTALLED WITHOUT PRIOR WRITTEN APPROVAL

SHALL BE AT THE CONTRACTOR'S SOLE RISK AND EXPENSE.

3. THE CONTRACTOR SHALL OBTAIN PERMITS AND PERMISSIONS FROM ALL REGULATORY

AGENCIES HAVING JURISDICTION OVER THE WORK. CONTRACTOR SHALL SUBMIT COPIES OF

ALL REGULATORY PERMISSIONS AND PERMITS TO THE ARCHITECT.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COMPLIANCE WITH ALL REGULATORY

REQUIREMENTS, CODES, ORDINANCES, ETC, INCLUDING APPLICATION, MEETINGS, COSTS,

INSPECTIONS, AND POSTING, UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL NOT

COMMENCE WORK UNTIL ALL REQUIRED REGULATORY REQUIREMENTS, INCLUDING BUT NOT

LIMITED TO REQUIRED "PERMITS FOR CONSTRUCTION", ARE COMPLETED.

5. CRITICAL PATH CONSTRUCTION SCHEDULE: WITHIN 5 DAYS AFTER EXECUTION OF THE OWNER-

CONTRACTOR AGREEMENT, THE CONTRACTOR SHALL SUBMIT A DETAILED CRITICAL PATH

CONSTRUCTION SCHEDULE FOR THE PROJECT TO THE OWNER AND THE ARCHITECT. THE

CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANTICIPATED DELAYS IN THE WORK FOR ANY

REASON.

6. PROJECT SIGN OR BULLETIN BOARD: PREPARE PROJECT IDENTIFICATION AND PERMIT POSTING AS REQUIRED BY LOCAL, MUNICIPALITY, STATE, AND FEDERAL LAW. INSTALL WHERE DIRECTED

BY THE ARCHITECT OR BUILDING MANAGEMENT. DO NOT PERMIT INSTALLATION OF

UNAUTHORIZED SIGNS.

7. PROVIDE 72 HOURS ADVANCE NOTICE TO OWNER FOR ACCESS TO AREAS OUTSIDE OF THE

SCOPE OF WORK. ACCESS SHALL BE COORDINATED WITH THE OWNER. ALL WORK OUTSIDE THE

SCOPE OF WORK SHALL BE SCHEDULED FOR NON BUSINESS HOURS. PENETRATIONS THROUGH

EXISTING FLOOR ASSEMBLIES AND FIRE RATED PARTITIONS AND WALLS SHALL BE SEALED

WITH UL LISTED AND ARCHITECT APPROVED "FIRE STOP" ASSEMBLIES. CONTRACTOR SHALL

SUBMIT PROPOSED METHOD OF SEALING TO THE ARCHITECT FOR APPROVAL BEFORE

INSTALLING.

8. OWNER SUPPLIED FURNISHINGS AND EQUIPMENT: CONTRACTOR SHALL NOT PROCEED WITH

ANY WORK REQUIRING COORDINATION WITH OWNER SUPPLIED FURNISHINGS AND EQUIPMENT

UNTIL SUBMITTALS HAVE BEEN RETURNED AFTER REVIEW BY THE OWNER AND ARCHITECT.

CONTRACTOR SHALL COORDINATE AND ACCOMMODATE ALL OWNER SUPPLIED FURNISHINGS

AND EQUIPMENT INDICATED IN THE CONTRACT DOCUMENTS INTO THE WORK. CONTRACTOR

SHALL BE RESPONSIBLE FOR ALL COSTS RESULTING FROM THE CONTRACTOR'S FAILURE TO

OBTAIN REVIEWS.

9. THE CONTRACTOR SHALL NOT KNOWINGLY PURCHASE OR ORDER ANY MATERIAL OR

EQUIPMENT WHOSE DELIVERY SCHEDULE COULD CAUSE THE PROJECT TO BE DELAYED.

10. CLEANING: CONTRACTOR SHALL PROVIDE DAILY AND FINAL CLEANING. CONDUCT CLEANING

AND WASTE-REMOVAL OPERATIONS TO COMPLY WITH LOCALLAWS AND ORDINANCES AND

FEDERAL AND LOCAL ENVIRONMENTAL AND ANTIPOLLUTION REGULATIONS. EMPLOY

EXPERIENCED WORKERS OR PROFESSIONAL CLEANERS FOR FINAL CLEANING. CLEAN EACH

SURFACE OR UNIT TO CONDITION EXPECTED IN AN AVERAGE COMMERCIAL BUILDING CLEANING

AND MAINTENANCE PROGRAM. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS.

11. PROJECT CLOSE-OUT: THE CONTRACTOR SHALL COMPLETE THE FOLLOWING BEFORE TURNING

THE PROJECT OVER TO THE OWNER:

A. PREPARE A LIST OF ITEMS TO BE COMPLETED AND CORRECTED (PUNCH LIST), THE VALUE

OF ITEMS ON THE LIST, AND REASONS WHY THE WORK IS NOT COMPLETE.

B. ADVISE OWNER OF PENDING INSURANCE CHANGEOVER REQUIREMENTS (IF ANY.)

C. SUBMIT SPECIFIC WARRANTIES, WORKMANSHIP BONDS, MAINTENANCE SERVICE

AGREEMENTS, FINAL CERTIFICATIONS, AND SIMILAR DOCUMENTS.

D. OBTAIN AND SUBMIT RELEASES PERMITTING OWNER UNRESTRICTED USE OF THE WORK

AND ACCESS TO SERVICES AND UTILITIES. INCLUDE OCCUPANCY PERMITS, OPERATING

CERTIFICATES, AND SIMILAR RELEASES.

E. PREPARE AND SUBMIT PROJECT RECORD DOCUMENTS, OPERATION AND MAINTENANCE

MANUALS, AND SIMILAR FINAL RECORD INFORMATION.

F. DELIVER TOOLS, SPARE PARTS, EXTRA MATERIALS, AND SIMILAR ITEMS TO LOCATION

DESIGNATED BY OWNER. LABEL WITH MANUFACTURER'S NAME AND MODEL NUMBER

WHERE APPLICABLE.

G. MAKE FINAL CHANGEOVER OF PERMANENT LOCKS AND DELIVER KEYS TO OWNER. ADVISE

OWNER'S PERSONNEL OF CHANGEOVER IN SECURITY PROVISIONS.

H. COMPLETE STARTUP TESTING OF SYSTEMS.

I. SUBMIT TEST/ADJUST/BALANCE RECORDS.

J. TERMINATE AND REMOVE TEMPORARY FACILITIES FROM PROJECT SITE, ALONG WITH

MOCKUPS, CONSTRUCTION TOOLS, AND SIMILAR ELEMENTS.

K. COMPLETE FINAL CLEANING REQUIREMENTS, INCLUDING TOUCH UP PAINTING.

L. TOUCH UP AND OTHERWISE REPAIR AND RESTORE MARRED EXPOSED FINISHES TO

ELIMINATE VISUAL DEFECTS.

THIS DOCUMENT AND THE INFORMATION

CONTAINED THEREIN IS THE SOLE

POSSESSION OF STUDIO DETROIT AND

SHALL NOT BE ALTERED OR MODIFIED

WITHOUT THE EXPRESS WRITTEN

PERMISSION OF STUDIO DETROIT. ANY

MODIFICATION OR ALTERATION THEREOF

SHALL INDEMNIFY AND HOLD HARMLESS

STUDIO DETROIT OF ALL EXPENSES, CLAIMS

AND/OR LIABILITY RESULTING FROM SUCH

MODIFICATIONS OR ALTERATIONS.

� 2026 STUDIO DETROIT LLC

DO NOT SCALE DRAWINGS

2040 PARK AVENUE, SUITE 200

DETROIT, MICHIGAN 48226

STUDIO-DETROIT.COM

ISSUED

DRAWN

CHECKED

SEAL

CLIENT

PROJECT

PROJECT MANAGER

PROJECT NO.

191 PINE TREE LANE

SANDUSKY, MI 48471

SANDUSKY

COMMUNITY SCHOOLS

STORAGE BUILDING

TS1.2

SMB

PNP

SYMBOLS +

ABBREVIATIONS

06.25.26 BID / PERMIT

125 DAVIS STREET

SANDUSKY, MI 48471

SANDUSKY

COMMUNITY SCHOOLS

PETER PENTESCU

PETE@STUDIO-DETROIT.COM

586.747.9717

26031

TYP 1/2" = 1'-0"

@SIDE APPROACH

DOOR CLEARANCE DIAGRAM

TYP 1/2" = 1'-0"

@FRONT APPROACH

DOOR CLEARANCE DIAGRAM

TYP 1/2" = 1'-0"

@NEW BUILDINGS/FACILITIES

WHEELCHAIR TURNING SPACE

CODE STUDY LEGEND

X

ROOM

NAME

DISTANCE TO EXIT

(U) USE

X

OCCUPANT LOAD

TOTAL EXIT LOAD

CODE ANALYSIS : NON-SPRINKLERED BUILDING

1. OCCUPANCY :

2021 MICHIGAN BUILDING CODE TYPE TABLE 508.4 : REQUIRED OCCUPANCY SEPARATION

A. SECTION 312.1 UTILITY GROUP - U NONE REQUIRED

2. CONSTRUCTION TYPE / FIREPROOFING :

2021 MICHIGAN BUILDING CODE TYPE

A. TABLE 601 / 705.5 - FIRE-RESISTANCE RATING REQUIREMENTS V-B (NON-SPRINKLERED)

BUILDING ELEMENT FIRE RESISTANCE

(*REFER TO TABLE 601/705.5 FOR

CONDITIONAL REQUIREMENTS)

PRIMARY STRUCTURAL FRAME 0 HR

BEARING WALLS - EXTERIOR 0 HR

BEARING WALLS - INTERIOR 0 HR

NON-BEARING WALLS - EXTERIOR 0 HR (>10FT;<30FT)

1 HR (>5FT;<10FT)

NON-BEARING WALLS - INTERIOR 0 HR*

FLOOR CONSTRUCTION & SECONDARY MEMBERS 0 HR

ROOF CONSTRUCTION & SECONDARY MEMBERS 0 HR* / CLASS C (TABLE 1505.1)

B. TABLE 705.8 - MAXIMUM AREA OF EXTERIOR WALL OPENINGS

CLASSIFICATION OF OPENING FIRE SEPARATION DISTANCE

*REFER TO TABLE 705.8 FOR

CONDITIONAL REQUIREMENTS)

UNPROTECTED / SPRINKLERED 30 FEET OR GREATER = NOT

REQUIRED

PROTECTED 30 FT OR GREATER = NOT

REQUIRED

C. TABLE 716.1(2) - FIRE DOOR AND FIRE SHUTTER FIRE PROTECTION RATINGS

TYPE OF ASSEMBLY REQ'D FIRE RATING MIN. FIRE DOOR / FIRE

SHUTTER RATING

FIRE WALLS / FIRE BARRIERS > 1 HR 4 HR / 3 HR 3 HR

2 HR / 1-1/2 HR 1-1/2 HR

FIRE BARRIERS OF 1 HR

SHAFT, EXIT ENCLOSURE &

EXIT PASSAGEWAY WALLS 1 HR 1 HR

OTHER FIRE BARRIERS 1 HR 3/4 HR

FIRE PARTITIONS

CORRIDOR WALLS 1 HR / 1/2 HR 1/3 HR

OTHER FIRE PARTITIONS 1 HR 3/4 HR

OTHER FIRE PARTITIONS 1/2 HR 1/3 HR

EXTERIOR WALLS 3 HR / 2 HR 1-1/2 HR

1 HR 3/4 HR

SMOKE BARRIERS 1 HR 1/3 HR

3. GENERAL BUILDING HEIGHT AND AREAS :

4. OCCUPANCY / EGRESS WIDTH / EXIT QUANTITY :

2021 MICHIGAN BUILDING CODE

A. TABLE 504.3, TABLE 504.4, AND TABLE 506.2 - ALLOWABLE HEIGHT AND BUILDING AREAS

GROUP TYPE OF CONSTRUCTION ALLOWABLE BLDG HT / AREA

*REFER TO TABLE 506.2 FOR

CONDITIONAL REQUIREMENTS)

U V-B / NS 1 STORIES (40 FT)* / 5,500 SF PER FLOOR

B. ACTUAL BUILDING AREAS

GROUP TOTAL

U - UTILITY 3,200 GSF

2021 MICHIGAN BUILDING CODE

A. TABLE 1004.5 - MAXIMUM FLOOR AREA ALLOWANCE (SEE PLAN FOR FACTORED COUNT)

USE (1ST FLOOR) AREA SF / OCCUPANT OCCUPANTS

STORAGE UNITS (STORAGE) 3,066 1/300 12

TOTAL BUILDING OCCUPANTS 12

B. SECTION 1005 - EGRESS WIDTH PER OCCUPANT SERVED

REQUIRED REQUIRED

OCCUPANCY / FLOOR STAIRWAY FACTOR OTHER COMPONENT STAIR WIDTH OTHER WIDTH

1ST FLOOR = 12 0.3 0.2 N/A 2.4 INCHES

- ACTUAL EXIT WIDTH PROVIDED: EACH UNIT IS PROVIDED WITH A MANUAL ROLL-UP DOOR. SPACE IS

NOT INTENDED FOR OCCUPANCY

C. TRAVEL DISTANCES

TABLE / SECTION ITEM DISTANCE ALLOWED

TABLE 1006.2.1 COMMON PATH OF TRAVEL U - UTILITY = 100 FT

TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCE U - UTILITY = 300 FT

SECTION 1020.5 DEAD END CORRIDOR LENGTH U - UTILITY = 50 FT

D. TABLE 803.13 - WALL AND CEILING FINISHES (NON-SPRINKLERED)

VERTICAL EXITS EXIT ACCESS CORR'S ROOMS AND

GROUP AND PASSAGEWAYS AND OTHER EXITWAYS ENCLOSED SPACES

U NO RESTRICTIONS NO RESTRICTIONS NO RESTRICTIONS

5. FIRE PROTECTION SYSTEMS:

2021 MICHIGAN BUILDING CODE

A. SECTION 903 - AUTOMATIC SPRINKLER SYSTEMS

U - UTILITY - NO SPRINKLER SYSTEM REQUIRED

B. SECTION 907 - FIRE ALARM AND DETECTION SYSTEMS

U - UTILITY - NO ALARM SYSTEM REQUIRED

6. ENERGY COMPLIANCE:

2021 MICHIGAN ENERGY CODE

A. SECTION C402.1.1 - LOW-ENERGY BUILDINGS AND GREENHOUSES

THE FOLLOWING LOW-ENERGY BUILDINGS, OR PORTIONS THEREOF SEPARATED FROM THE REMAINDER OF THE BUILDING BY BUILDING THERMAL ENVELOPE ASSEMBLIES COMPLYING WITH THIS SECTION, SHALL

BE EXEMPT FROM THE BUILDING THERMAL ENVELOPE PROVISIONS OF SECTIONS C402.

1. THOSE WITH A PEAK DESIGN RATE OF ENERGY USAGE LESS THAN 3.4 BTU/H x SF - or - 1.0 WATT

PER SF OF FLOOR AREA FOR SPACE CONDITIONING PURPOSES.

2. THOSE THAT DO NOT CONTAINED CONDITIONED SPACE.

252 SF

STORAGE 1

1/300

257 SF

STORAGE 2

1/300

257 SF

STORAGE 3

1/300

257 SF

STORAGE 4

1/300

257 SF

STORAGE 5

1/300

252 SF

STORAGE 6

1/300

252 SF

STORAGE 7

1/300

257 SF

STORAGE 8

1/300

257 SF

STORAGE 9

1/300

257 SF

STORAGE 10

1/300

257 SF

STORAGE 11

1/300

252 SF

STORAGE 12

1/300

T R

A V

E L

D

IS

T A

N C

E

GENERAL CODE STUDY PLAN NOTES:

1. ALL CONSTRUCTION SHALL BE PROTECTED AS INDICATED ON THE LIFE SAFETY DRAWINGS AND

CODE SUMMARY. IF A DISCREPANCY EXISTS BETWEEN THE INFORMATION CONTAINED ON

THESE SHEETS AND ON THE DETAILS, OR ELSEWHERE IN THE DOCUMENTS, CONSULT

ARCHITECT.

2. REFER TO LEGEND FOR RATING AND TYPE OF WALL SEPARATION REQUIRED. WALL TYPE FIRE

RESISTIVE RATINGS ARE TO BE CONTINUOUS FOR THE ENTIRE LENGTH AND HEIGHT OF THE

PARTITION.

3. FLOOR / CEILING AND ROOF / CEILING RATINGS ARE AS INDICATED ON THE CODE SUMMARY.

CONTINUITY OF PROTECTION SHALL BE ASSUMED FOR THE ENTIRE LENGTH AND HEIGHT OF

CONSTRUCTION INDICATED.

4. REFER TO DETAIL DRAWINGS FOR U.L. DESIGN NUMBER(S) AT ALL RATED CONSTRUCTION.

5. ALL RECESSED CABINETS, PANELS, AND BOXES LOCATED IN FIRE-RATED WALLS SHALL BE

INSTALLED TO MAINTAIN FIRE-RATED CONSTRUCTION.

THIS DOCUMENT AND THE INFORMATION

CONTAINED THEREIN IS THE SOLE

POSSESSION OF STUDIO DETROIT AND

SHALL NOT BE ALTERED OR MODIFIED

WITHOUT THE EXPRESS WRITTEN

PERMISSION OF STUDIO DETROIT. ANY

MODIFICATION OR ALTERATION THEREOF

SHALL INDEMNIFY AND HOLD HARMLESS

STUDIO DETROIT OF ALL EXPENSES, CLAIMS

AND/OR LIABILITY RESULTING FROM SUCH

MODIFICATIONS OR ALTERATIONS.

� 2026 STUDIO DETROIT LLC

DO NOT SCALE DRAWINGS

2040 PARK AVENUE, SUITE 200

DETROIT, MICHIGAN 48226

STUDIO-DETROIT.COM

ISSUED

DRAWN

CHECKED

SEAL

CLIENT

PROJECT

PROJECT MANAGER

PROJECT NO.

191 PINE TREE LANE

SANDUSKY, MI 48471

SANDUSKY

COMMUNITY SCHOOLS

STORAGE BUILDING

TS1.3

SMB

PNP

CODE STUDY

06.25.26 BID / PERMIT

125 DAVIS STREET

SANDUSKY, MI 48471

SANDUSKY

COMMUNITY SCHOOLS

PETER PENTESCU

PETE@STUDIO-DETROIT.COM

586.747.9717

26031

N

1/8" = 1'-0"

FIRST FLOOR - CODE STUDY

GENERAL FOUNDATION PLAN NOTES:

1. THIS DRAWING IS DIAGRAMMATIC AND SHOULD BE USED TO DETERMINE THE DESIGN INTENT.

THE CONTRACTOR IS RESPONSIBLE FOR THE COMPLETE SET OF WORK AS INDICATED AND

SHALL FIELD VERIFY ALL WORK, COORDINATE ALL DRAWINGS / NEW WORK AND SHALL NOTIFY

ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES IN THE DOCUMENTS BEFORE PROCEEDING.

FAILURE TO DO SO WILL RESULT IN THE CONTRACTOR TAKING FULL RESPONSIBILITY AND

LIABILITY FOR SAID DISCREPANCIES.

2. ALL DIMENSIONS SHALL BE COORDINATED WITH THE ARCHITECTURAL FLOOR PLAN DRAWINGS (A1.1)

SCOPE OF WORK TO INCLUDE:

3. PROVIDE SLEEVES FOR ALL PIPING AND ELECTRICAL CONDUIT; COORDINATE WITH PLUMBING

AND ELECTRICAL.

4. PROVIDE ALL FOUNDATIONS REQ'D FOR SITE ELEMENTS INCLUDING: BOLLARDS, GATES, ETC.

FOUNDATION PLAN KEY NOTES:

(TYPICAL THIS SHEET ONLY)

1 CONCRETE APRON w/ 6x6 - W2.1xW2.1 W.W.F. (ALTERNATE)

2 4" CONCRETE SLAB REINFORCED w/ 6x6 - W1.4xW1.4 W.W.F. PLACED IN UPPER THIRD OF

SLAB TYPICAL

3 CONTINUOUS WALL FOOTING w/ 2 - #5 REINFORCING BARS; CONT. TOP AND BOTTOM

4 6" CMU BASE COURSE; GROUT SOLID

5 THICKENED SLAB w/ 2 - #5 REINFORCING BARS' CONT. BOTTOM

Y'

X'

1'-4" 78'-1 13/16" 1'-4"

'-4

'-2

/8

'-4

'-1

/8

80'-9 13/16"

TYP

TYP

5 5/8"

8" 8"

TYP

TYP

A3.1

A3.1

'-0

'-0

TYP

GENERAL ROOF PLAN NOTES:

1. REFER TO SHEET A1.1 FOR ADDITIONAL GENERAL NOTE REQUIREMENTS.

2. WOOD BLOCKING SHALL BE SET FLUSH WITH THE TOP LAYER OF INSULATION, WHICH SHALL

INCLUDE THE COMBINED THICKNESS OF MULTIPLE LAYERS OF RIGID INSULATION, INCLUDING

TAPERED INSULATION, FIBERBOARD, AND SADDLES.

3. ROOF SLOPE TO BE 1/4" PER FOOT MINIMUM; TYPICAL. CRICKETS TO BE 1/2" PER FOOT SLOPE

MINIMUM.

4. PROVIDE EXPANSION JOINT IN ROOF INSULATION AND MEMBRANE PER MANUFACTURER

INSTRUCTIONS.

5. CURBS AND ACCESSORIES FOR THE FOLLOWING ITEMS SHALL BE FURNISHED BY OTHER

TRADES FOR INSTALLATION BY ARCHITECTURAL TRADES:

A. ROOF MOUNTED EQUIPMENT

B. ROOF MOUNTED PIPING

C. PENETRATIONS FOR PIPING, POWER FEEDS, ETC.

6. COORDINATE ROOF PENETRATIONS WITH OTHER TRADES; INCLUDING STRUCTURAL,

MECHANICAL AND ELECTRICAL.

ROOF PLAN KEY NOTES:

(TYPICAL THIS SHEET ONLY)

1 JENSEN BRIDGE AND SUPPLY NEW STANDING SEAM / METAL PANEL ROOF w/ SNOW

GUARDS (OR EQUAL) ON ICE AND WATER SHIELD ON 3/4" PLYWOOD SUBSTRATE ROOF

SYSTEM; COLOR AND PROFILE AS SELECTED BY OWNER

2 STEEL GUTTER AND DOWNSPOUTS; COLOR AS SELECTED BY OWNER

3 SNOW GUARD BY METAL PANEL SUPPLIER

4 METAL FASCIA TRIM TO MATCH ROOF

THIS DOCUMENT AND THE INFORMATION

CONTAINED THEREIN IS THE SOLE

POSSESSION OF STUDIO DETROIT AND

SHALL NOT BE ALTERED OR MODIFIED

WITHOUT THE EXPRESS WRITTEN

PERMISSION OF STUDIO DETROIT. ANY

MODIFICATION OR ALTERATION THEREOF

SHALL INDEMNIFY AND HOLD HARMLESS

STUDIO DETROIT OF ALL EXPENSES, CLAIMS

AND/OR LIABILITY RESULTING FROM SUCH

MODIFICATIONS OR ALTERATIONS.

� 2026 STUDIO DETROIT LLC

DO NOT SCALE DRAWINGS

2040 PARK AVENUE, SUITE 200

DETROIT, MICHIGAN 48226

STUDIO-DETROIT.COM

ISSUED

DRAWN

CHECKED

SEAL

CLIENT

PROJECT

PROJECT MANAGER

PROJECT NO.

191 PINE TREE LANE

SANDUSKY, MI 48471

SANDUSKY

COMMUNITY SCHOOLS

STORAGE BUILDING

A1.0

SMB

PNP

ARCHITECTURAL

FOUNDATION PLAN

06.25.26 BID / PERMIT

125 DAVIS STREET

SANDUSKY, MI 48471

SANDUSKY

COMMUNITY SCHOOLS

PETER PENTESCU

PETE@STUDIO-DETROIT.COM

586.747.9717

26031

N

1/8" = 1'-0"

ARCHITECTURAL FOUNDATION PLAN

N

ARCHITECTURAL ROOF PLAN

GFCI GFCI GFCI

GFCI GFCI GFCI

A3.1

A3.1

80'-0"

'-0

2'-11 1/8" 8'-0" 5'-2 3/4" 8'-0" 5'-2 3/4" 8'-0" 5'-2 3/4" 8'-0" 5'-2 3/4" 8'-0" 5'-2 3/4" 8'-0" 2'-11 1/8"

STORAGE 1

STORAGE 2

STORAGE 3

STORAGE 4

STORAGE 5

STORAGE 6

STORAGE 7

STORAGE 8

STORAGE 9

STORAGE 10

STORAGE 11

STORAGE 12

H

W

OD1

8' - 0"

8' - 0" H

W

OD2

8' - 0"

8' - 0" H

W

OD3

8' - 0"

8' - 0" H

W

OD4

8' - 0"

8' - 0" H

W

OD5

8' - 0"

8' - 0" H

W

OD6

8' - 0"

8' - 0"

H

W

OD7

8' - 0"

8' - 0" H

W

OD8

8' - 0"

8' - 0" H

W

OD9

8' - 0"

8' - 0" H

W

OD10

8' - 0"

8' - 0" H

W

OD11

8' - 0"

8' - 0" H

W

OD12

8' - 0"

8' - 0"

12'-8 11/16" 6 1/8" 12'-8 5/8" 6 1/8" 12'-8 5/8" 6 1/8" 12'-8 5/8" 6 1/8" 12'-8 5/8" 6 1/8" 12'-8 11/16"

'-1

/8

/4

'-1

/8

2'-11 1/8" 8'-0" 5'-2 3/4" 8'-0" 5'-2 3/4" 8'-0" 5'-2 3/4" 8'-0" 5'-2 3/4" 8'-0" 5'-2 3/4" 8'-0" 2'-11 1/8"

TYP

TYP

TYP

TYP

TYP

GENERAL FLOOR PLAN NOTES:

1. THIS DRAWING IS DIAGRAMMATIC AND SHOULD BE USED TO DETERMINE THE DESIGN INTENT.

THE CONTRACTOR IS RESPONSIBLE FOR THE COMPLETE SET OF WORK AS INDICATED AND

SHALL FIELD VERIFY ALL WORK, COORDINATE ALL DRAWINGS / NEW WORK AND SHALL NOTIFY

ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES IN THE DOCUMENTS BEFORE PROCEEDING.

FAILURE TO DO SO WILL RESULT IN THE CONTRACTOR TAKING FULL RESPONSIBILITY AND

LIABILITY FOR SAID DISCREPANCIES.

2. CONTRACTOR IS RESPONSIBLE FOR SECURING ALL PERMITS REQUIRED BY LOCAL AUTHORITIES

HAVING JURISDICTION.

3. CONTRACTOR SHALL SUBMIT TO THE LOCAL AUTHORITY HAVING JURISDICTION, DETAILED

PLANS FOR SPRINKLER SYSTEM WORK, AND ANY ADDITIONAL WORK REQUIRED FOR FIRE ALARM

AND SMOKE DETECTION NOT ALREADY INCLUDED IN THESE DOCUMENTS.

4. ALL DIMENSIONS ARE SHOWN FROM FINISH FACE TO FINISH FACE OF PARTITION UNLESS

NOTED OTHERWISE; AT TILE WALL LOCATIONS, TILE THICKNESS IS ASSUMED TO BE 1/2".

5. ALL DOORS IN GYP BOARD PARTITIONS TO BE 2" FROM ADJACENT WALL TO FRAME UNLESS

NOTED OTHERWISE.

6. ALL WOOD, INCLUDING BLOCKING, USED ON THE PROJECT SHALL BE FIRE RETARDANT

TREATED.

7. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL LOCAL, STATE, COUNTY CODE

REGULATIONS, O.S.H.A., AND THE AMERICAN WITH DISABILITIES ACT (ADA). REFER TO THE

CODE PLAN FOR MORE INFORMATION AND ADA REQUIRED CLEARANCES.

8. PROVIDE POSITIVE SLOPE TO ALL FLOOR DRAINS WHILE KEEPING FLOOR LEVEL AT WALL BASE

CONDITION.

9. THE CONTRACTOR SHALL PROVIDE AND INSTALL WALL REINFORCING FOR INSTALLATION OF

ACCESSORIES, COAT RACKS, CABINETS, COUNTERTOPS, AND OTHER WALL MOUNTED ITEMS.

10. CLEAN AND REPAIR ALL EXISTING FLOOR FINISHES AS NECESSARY.

11. PROVIDE CONTROL JOINTS IN GYPSUM BOARD PARTITIONS AT 24'-0" O.C. MAXIMUM AND AS

INDICATED IN THE CONTRACT DOCUMENTS.

12. COORDINATE WITH OWNER'S EQUIPMENT SUPPLIER FOR INSTALLATION REQUIREMENTS /

LOCATIONS OF FLOOR / WALL / CEILING MOUNTED ITEMS; IE. CAMERAS, TV'S, SPEAKERS,

SENSORS, SECURITY WIRING, ETC.

13. CONTRACTOR SHALL CONDUCT A ROUGH ELECTRICAL INSPECTION WITH OWNER, PRIOR TO

ENCLOSING WALLS, FOR THE PURPOSE OF CONFIRMING ALL J-BOX LOCATIONS FOR POWER,

DATA, VOICE, SWITCH, THERMOSTAT, ETC.

14. A TACTILE SIGN STATING 'EXIT' AND COMPLYING WITH ICC-A117.1 SHALL BE PROVIDED ADJACENT TO EACH DOOR TO AN 'AREA OF REFUGE', AN EXTERIOR AREA FOR ASSISTED RESCUE, AN EXIT STAIRWAY, AN EXIT RAMP, AN EXIT PASSAGEWAY, AND THE EXIT DISCHARGE.

15. PROVIDE PERMANENT 2-INCH HIGH LETTERING MARKING AND IDENTIFICATION AT ALL FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS, SMOKE PARTITIONS OR ANY OTHER

WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS AT 30 FEET MAXIMUM

HORIZONTAL INTERVALS, MINIMUM 2 LOCATIONS EACH WALL, IN ACCESSIBLE CONCEALED

FLOOR, FLOOR-CEILING, OR ATTIC SPACES PER CODE.

16. ALL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES SHALL BE FIRE CAULKED/TAPED. SEAL

ALL UTILITY PENETRATIONS AS FOLLOWS:

A. FIRE RATED FLOORS: THROUGH PENETRATION FIRE STOPPING SYSTEM, MATCH FIRE

RATING OF THE FLOOR ASSEMBLY

B. NON-RATED FLOORS: THROUGH PENETRATION FIRE STOPPING SYSTEM, ONE HOUR FIRE

RATED.

C. FIRE RATED WALLS: THROUGH PENETRATION FIRE STOPPING SYSTEM, MATCH FIRE

RATING OF THE WALL

D. NON-RATED WALLS: FILL VOIDS / ANNULAR SPACES WITH MINERAL WOOL INSULATION

AND APPLY ACOUSTICAL SEALANT TO BOTH SIDES OF WALL. EXCEPTIONS: CONDUIT

SLEEVES AND TRAYS FOR LOW VOLTAGE CABLES AND ELECTRICAL BUSWAYS SHALL

RECEIVE A ONE HOUR THROUGH PENETRATION FIRE STOPPING SYSTEM.

17. CONTRACTOR TO COORDINATE LOCATION OF EXISTING AND NEW FIRE EXTINGUISHERS: NEW

FIRE EXTINGUISHER COMPARTMENTS WITH FIRE EXTINGUISHERS TO BE SEMI-RECESSED

(SHOULD NOT EXCEED 4" PROTRUSION FROM WALL FACE). LOCATION AND DIMENSIONS MUST

MEET ACCESSIBLE AND LOCAL CODES. MINIMUM OF ONE (1) FIRE EXTINGUISHER FOR EVERY 75 FEET DIAMETER RADIUS VERIFY WITH LOCAL OFFICIAL. CONFIRM LOCATIONS WITH ARCHITECT

PRIOR TO INSTALLATION.

18. UPON COMPLETION, IT IS THE OWNER RESPONSIBILITY FOR PROVIDING POSTED ASSEMBLY

AREAS NOTING OCCUPANT LOADS ON A PLACARD AS APPROVED BY THE AUTHORITY HAVING

JURISDICTION. (CONTRACTOR TO COORDINATE)

FLOOR PLAN KEY NOTES:

(TYPICAL THIS SHEET ONLY)

6 LINE OF SOFFIT / ROOF OVERHANG ABOVE

1 CONCRETE APRON w/ 6x6 - W2.1xW2.1 W.W.F. (ALTERNATE)

5 HEADER JAMBS - 2 JACK STUDS AND 1 KING STUD EA. SIDE

4 MANUAL ROLL UP DOOR w/ LOCKABLE HASP ON EXTERIOR; OVERHEAD DOOR 600 SERIES OR

EQUAL

3 EXTERIOR WALL CONSTRUCTION:

CORRUGATED METAL PANEL

AIR / MOISTURE BARRIER

5/8" THK EXT. GRADE SHEATHING

2x6 WD STUDS @ 16" O.C.

5/8" THK PLYWOOD SHEATHING

2 INTERIOR WALL CONSTRUCTION:

2x6 WD STUDS @ 16" O.C.

5/8" THK. PLYWOOD SHEATHING (2-SIDED AT BACK WALL

OF UNITS)

7 NEW GFCI, WET PROTECTED EXTERIOR OUTLET MOUNTED AT 18" AFF; POWER TO BE RUN

FROM ADJACENT BUILDING - CONFIRM POWER CAPACITY AND AVAILABLE CIRCUITS

'-1

/2

(3) 2x12

TYP

TYP

1 TYP

(3) 2x12 (3) 2x12 (3) 2x12 (3) 2x12(3) 2x12

(3) 2x12 (3) 2x12 (3) 2x12 (3) 2x12 (3) 2x12 (3) 2x12

MP-3

MP-3

MESH

MESH

GENERAL REFLECTED CEILING PLAN NOTES:

1. LIGHT FIXTURES SHALL BE LOCATED IN THE CENTER OF THE ROOM OR SPACE, UNLESS NOTED

OTHERWISE.

2. CONTRACTOR TO CENTER ALL CEILING MOUNTED ITEMS (i.e.. RECESSED LIGHT FIXTURES, SMOKE DETECTORS, FIRE SUPPRESSION HEADS, ETC.) WITHIN THE ASSOCIATED CEILING TILE

AS SHOWN. COORDINATE FINAL LOCATION WITH THE APPROPRIATE MECHANICAL,

ELECTRICAL, FIRE ALARM, AND FIRE SUPPRESSION DRAWINGS AS REQUIRED.

3. ELECTRICAL CONTRACTOR SHALL COORDINATE/CONFIRM ALL LIGHT SWITCH, PHONE, DATA,

AND ELEC. OUTLETS, w/ TENANT. - ELEC. CONT. SHALL RECEIVE FINAL WRITTEN APPROVAL OF

ALL LOCATIONS PRIOR TO ENCLOSING GYP. BD. WALLS.

4. REFER TO WALL TYPES FOR WALLS THAT PENETRATE CEILINGS.

5. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING GRILLS & DIFFUSERS, AND

IS ALSO RESONSIBLE FOR ALL MODIFICATIONS REQ. TO EXISTING SYSTEM.

6. REFER TO MECHANICAL ENGINEERING DRAWINGS FOR QUANTITY AND SIZE OF AIR SUPPLY

DIFFUSERS, AIR RETURN, AND EXHAUST GRILLES. REFER TO ARCHITECTURAL REFLECTED

CEILING PLANS FOR EXACT PLACEMENT. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO

INSTALLATION.

7. IN THE EVENT OF CONFLICTS BETWEEN THE REFLECTED CEILING PLANS AND THE

CORRESPONDING DRAWINGS OF OTHER DISCIPLINES, THE CONTRACTOR SHALL BRING THE

CONFLICT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION PRIOR TO

INSTALLATION.

8. EXIT SIGNS SHALL BE CENTERED IN CORRIDORS AND LOCATED A DISTANCE OF 1'-0" FROM

WALLS (TO CENTER LINE OF FIXTURE) UNLESS NOTED OTHERWISE. VERIFY EXIT SIGN

LOCATIONS WITH THE AUTHORITY HAVING JURISDICTION PRIOR TO INSTALLATION.

9. ELECTRICAL CONTRACTOR TO VERIFY QUANTITY AND LOCATION OF ALL EXISTING LIGHT

FIXTURES TO BE REPLACED.

10. REFER TO DIMENSIONS ON REFLECTED CEILING PLAN TO LOCATE / LAYOUT CEILING GRID AND

LIGHT FIXTURES.

11. COORDINATE LIGHT FIXTURE LOCATIONS WITH ALL OTHER ABOVE CEILING WORK. LIGHT

FIXTURE LOCATIONS SHALL TAKE PRECEDENCE OVER ALL SUCH OTHER WORK REGARDLESS OF

WORK SEQUENCE. CONTRACTOR SHALL PREPARE A COORDINATION DRAWING TO COORDINATE

PLACEMENT OF ABOVE CEILING WORK, INCLUDING, BUT NOT LIMITED TO, LIGHT FIXTURES,

MECHANICAL EQUIPMENT, DUCTWORK, SPRINKLER HEADS, SPRINKLER PIPING, PLUMBING, AND

BUILDING STRUCTURE. REVIEW UNRESOLVED CONFLICTS WITH ARCHITECT PRIOR TO

PROCEEDING WITH WORK.

12. ACCESS PANELS SHALL BE INSTALLED IN NON-ACCESSIBLE CEILINGS AT ANY LOCATION

REQUIRING FUTURE ACCESS (I.E.: JUNCTION BOXES, PIPING VALVES, VALVE CONTROLS, ETC.), WHETHER OR NOT INDICATED ON THE DRAWINGS. VERIFY SIZE AND LOCATIONS WITH

ARCHITECT PRIOR TO INSTALLATION. LOCATION OF ANY ACCESS PANELS REQUIRED IN

GYPSUM BOARD CEILING SHALL BE COORDINATED WITH DESIGN INTENT OF ARCHITECT PRIOR

TO INSTALLATION.

13. ACCESS PANELS TO BE INDEPENDENTLY MOUNTED, DO NOT SUPPORT ON CEILING GRID.

COORDINATE SIZE, QUANTITY AND LOCATIONS WITH ARCHITECTURAL AND MECHANICAL

DRAWINGS.

1 METAL MESH CEILING, ATTACH TO BOTTOM TRUSSES

2 WALL MOUNTED EXTERIOR LIGHTING FIXTURE; LITHONIA TWR LED WALL PACK; POWER TO

BE RUN FROM ADJACENT BUILDING - CONFIRM POWER CAPACITY AND AVAILABLE CIRCUITS

REFLECTED CEILING PLAN KEY NOTES:

(TYPICAL THIS SHEET ONLY)

3 P.E. WOOD TRUSS @ 24" O.C; TRUSS DESIGN BY TRUSS SUPPLIER

4 WOOD HEADER / LINTEL (3)2x12; PROVIDE METAL TRIM TO WATCH METAL SIDING

5 METAL SOFFIT PANEL; PROVIDE PERFORATED SOFFIT PANELS FOR VENTILATION AS

NECESSARY - MINIMUM NET FREE AREA OF 11 SF TOTAL

6 STEEL GUTTER AND DOWNSPOUTS; COLOR AS SELECTED BY OWNER

THIS DOCUMENT AND THE INFORMATION

CONTAINED THEREIN IS THE SOLE

POSSESSION OF STUDIO DETROIT AND

SHALL NOT BE ALTERED OR MODIFIED

WITHOUT THE EXPRESS WRITTEN

PERMISSION OF STUDIO DETROIT. ANY

MODIFICATION OR ALTERATION THEREOF

SHALL INDEMNIFY AND HOLD HARMLESS

STUDIO DETROIT OF ALL EXPENSES, CLAIMS

AND/OR LIABILITY RESULTING FROM SUCH

MODIFICATIONS OR ALTERATIONS.

� 2026 STUDIO DETROIT LLC

DO NOT SCALE DRAWINGS

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STUDIO-DETROIT.COM

ISSUED

DRAWN

CHECKED

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CLIENT

PROJECT

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191 PINE TREE LANE

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SANDUSKY

COMMUNITY SCHOOLS

STORAGE BUILDING

A1.1

SMB

PNP

FLOOR PLAN

06.25.26 BID / PERMIT

125 DAVIS STREET

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SANDUSKY

COMMUNITY SCHOOLS

PETER PENTESCU

PETE@STUDIO-DETROIT.COM

586.747.9717

26031

N

1/8" = 1'-0"

FIRST FLOOR PLAN - NEW WORK

N

FIRST FLOOR REFLECTED CEILING PLAN

1 JENSEN BRIDGE AND SUPPLY CORRUGATED METAL WALL PANEL OR EQUAL, PROVIDE ALL

TRIMS FOR COMPLETE SYSTEM; COLOR AND PROFILE AS SELECTED BY OWNER

EXTERIOR ELEVATION KEY NOTES:

(TYPICAL THIS SHEET ONLY)

2 MANUAL ROLL UP DOOR w/ LOCKABLE HASP ON EXTERIOR; OVERHEAD DOOR 600 SERIES OR

EQUAL

3 PREFINISHED METAL FASCIA, COLOR AS SELCTED BY OWNER

4 STEEL GUTTER AND DOWNSPOUTS; COLOR AS SELECTED BY OWNER

5 JENSEN BRIDGE AND SUPPLY NEW STANDING SEAM / METAL PANEL ROOF w/ SNOW

GUARDS OR EQUAL; COLOR AND PROFILE AS SELECTED BY OWNER

6 LINE OF NEW CONCRETE FOUNDATION

7 CMU BASE COURSE; PROVIDE METAL FLASHING BASE TRIM AT BOTTOM OF METAL PANEL

8 GABLE VENT AND TRIM; MIN. NET FREE VENTILATING AREA 5.5 SF EACH LOCATION

9 NEW GFCI, WET PROTECTED EXTERIOR OUTLET MOUNTED AT 18" AFF; POWER TO BE RUN

FROM ADJACENT BUILDING - CONFIRM POWER CAPACITY AND AVAILABLE CIRCUITS

10 WALL MOUNTED EXTERIOR LIGHTING FIXTURE; LITHONIA TWR LED WALL PACK; POWER TO

BE RUN FROM ADJACENT BUILDING - CONFIRM POWER CAPACITY AND AVAILABLE CIRCUITS

FIRST FLOOR

100' - 0"

X'

SEE STRUCT

B.O. FOUNDATION

T.O. ROOF

117' - 7"

B.O. TRUSS

110' - 0"

A3.1

MP-1

4" 12"

4" 12"

CMU-1

FIRST FLOOR

100' - 0"

X'

SEE STRUCT

B.O. FOUNDATION

T.O. ROOF

117' - 7"

B.O. TRUSS

110' - 0"

A3.1

MP-1

4" 12"

4" 12"

CMU-1

FIRST FLOOR

100' - 0"

Y'2

A3.1

SEE STRUCT

B.O. FOUNDATION

T.O. ROOF

117' - 7"

B.O. TRUSS

110' - 0"

H

W

OD6

8' - 0"

8' - 0" H

W

OD5

8' - 0"

8' - 0" H

W

OD4

8' - 0"

8' - 0" H

W

OD3

8' - 0"

8' - 0" H

W

OD2

8' - 0"

8' - 0" H

W

OD1

8' - 0"

8' - 0"

MP-1

MP-2

TYP

TYP

CMU-1

FIRST FLOOR

100' - 0"

Y'

A3.1

SEE STRUCT

B.O. FOUNDATION

T.O. ROOF

117' - 7"

B.O. TRUSS

110' - 0"

H

W

OD7

8' - 0"

8' - 0" H

W

OD8

8' - 0"

8' - 0" H

W

OD9

8' - 0"

8' - 0" H

W

OD10

8' - 0"

8' - 0" H

W

OD11

8' - 0"

8' - 0" H

W

OD12

8' - 0"

8' - 0"

MP-1

MP-2

TYP

TYP

CMU-1

THIS DOCUMENT AND THE INFORMATION

CONTAINED THEREIN IS THE SOLE

POSSESSION OF STUDIO DETROIT AND

SHALL NOT BE ALTERED OR MODIFIED

WITHOUT THE EXPRESS WRITTEN

PERMISSION OF STUDIO DETROIT. ANY

MODIFICATION OR ALTERATION THEREOF

SHALL INDEMNIFY AND HOLD HARMLESS

STUDIO DETROIT OF ALL EXPENSES, CLAIMS

AND/OR LIABILITY RESULTING FROM SUCH

MODIFICATIONS OR ALTERATIONS.

� 2026 STUDIO DETROIT LLC

DO NOT SCALE DRAWINGS

2040 PARK AVENUE, SUITE 200

DETROIT, MICHIGAN 48226

STUDIO-DETROIT.COM

ISSUED

DRAWN

CHECKED

SEAL

CLIENT

PROJECT

PROJECT MANAGER

PROJECT NO.

191 PINE TREE LANE

SANDUSKY, MI 48471

SANDUSKY

COMMUNITY SCHOOLS

STORAGE BUILDING

A2.1

SMB

PNP

EXTERIOR ELEVATIONS

06.25.26 BID / PERMIT

125 DAVIS STREET

SANDUSKY, MI 48471

SANDUSKY

COMMUNITY SCHOOLS

PETER PENTESCU

PETE@STUDIO-DETROIT.COM

586.747.9717

26031

SCALE: 3/16" = 1'-0"

EAST ELEVATION

SCALE: 3/16" = 1'-0"

WEST ELEVATION

SCALE: 3/16" = 1'-0"

NORTH ELEVATION

SCALE: 3/16" = 1'-0"

SOUTH ELEVATION

1 CONTINUOUS WALL FOOTING w/ 2 - #5 REINFORCING BARS; CONT. TOP AND BOTTOM

BUILDING SECTION KEY NOTES:

(TYPICAL THIS SHEET ONLY)

2 MIN. 4" COMPACTED SUBGRADE BASE

3 PAVING / GRADE; SLOPE AWAY FROM BUILDING MIN. 1/8"/ FT.

4 4" CONCRETE SLAB REINFORCED w/ 6x6 - W1.4xW1.4 W.W.F. PLACED IN UPPER THIRD OF

SLAB TYPICAL

6 1/2" PREFORMED EXPANSION JOINT

7 6" CMU BASE COURSE GROUTED SOLID

9 EXTERIOR WALL CONSTRUCTION:

10 P.E. WOOD TRUSS @ 24" O.C; TRUSS DESIGN BY TRUSS SUPPLIER

11 METAL MESH CEILING, ATTACH TO BOTTOM TRUSSES

12 STANDING SEAM / METAL PANEL ROOF ON ICE AND WATER SHIELD ON 3/4" PLYWOOD

SUBSTRATE ROOF SYSTEM; COLOR AS SELECTED BY OWNER

13 METAL SOFFIT PANEL; PROVIDE PERFORATED SOFFIT PANELS FOR VENTILATION AS

NECESSARY - MINIMUM NET FREE AREA OF 11 SF TOTAL

14 STEEL GUTTER AND DOWNSPOUTS; COLOR AS SELECTED BY OWNER

8 2x6 MRT TREATED SILL PLATE; PROVIDE 1/2" ANCHOR BOLT CONNECTION @ 32" O.C., TYP

CORRUGATED METAL PANEL

AIR / MOISTURE BARRIER

5/8" THK EXT. GRADE SHEATHING

2x6 WD STUDS @ 16" O.C.

5/8" THK PLYWOOD SHEATHING

15 WOOD HEADER / LINTEL (3)2x12; PROVIDE METAL TRIM TO WATCH METAL SIDING

16 MANUAL ROLL UP DOOR w/ LOCKABLE HASP ON EXTERIOR; OVERHEAD DOOR 600 SERIES OR

EQUAL

17 INTERIOR WALL CONSTRUCTION:

2x6 WD STUDS @ 16" O.C.

5/8" THK. PLYWOOD SHEATHING (2-SIDED AT BACK WALL

OF UNITS)

18 THICKENED SLAB w/ 2 - #5 REINFORCING BARS' CONT. BOTTOM

5 CONTINUOUS 6 MIL VAPOR BARRIER

FIRST FLOOR

100' - 0"

X'

SEE STRUCT

B.O. FOUNDATION

T.O. ROOF

117' - 7"

B.O. TRUSS

110' - 0"

A3.1

4" 12"

4" 12"

TYP

FIRST FLOOR

100' - 0"

Y'

SEE STRUCT

B.O. FOUNDATION

T.O. ROOF

117' - 7"

B.O. TRUSS

110' - 0"

A3.1

TYP

TYP

TYP

FIRST FLOOR

100' - 0"

SEE STRUCT

B.O. FOUNDATION

T.O. ROOF

117' - 7"

B.O. TRUSS

110' - 0"

V A

R

IE

S

'-0

'-4

6 7

FIRST FLOOR

100' - 0"

X'

SEE STRUCT

B.O. FOUNDATION

B.O. TRUSS

110' - 0"

'-0 "9

'-4

6 3/4" 1'-0"

4"

12"

6 7

THIS DOCUMENT AND THE INFORMATION

CONTAINED THEREIN IS THE SOLE

POSSESSION OF STUDIO DETROIT AND

SHALL NOT BE ALTERED OR MODIFIED

WITHOUT THE EXPRESS WRITTEN

PERMISSION OF STUDIO DETROIT. ANY

MODIFICATION OR ALTERATION THEREOF

SHALL INDEMNIFY AND HOLD HARMLESS

STUDIO DETROIT OF ALL EXPENSES, CLAIMS

AND/OR LIABILITY RESULTING FROM SUCH

MODIFICATIONS OR ALTERATIONS.

� 2026 STUDIO DETROIT LLC

DO NOT SCALE DRAWINGS

2040 PARK AVENUE, SUITE 200

DETROIT, MICHIGAN 48226

STUDIO-DETROIT.COM

ISSUED

DRAWN

CHECKED

SEAL

CLIENT

PROJECT

PROJECT MANAGER

PROJECT NO.

191 PINE TREE LANE

SANDUSKY, MI 48471

SANDUSKY

COMMUNITY SCHOOLS

STORAGE BUILDING

A3.1

SMB

PNP

BUILDING SECTIONS

06.25.26 BID / PERMIT

125 DAVIS STREET

SANDUSKY, MI 48471

SANDUSKY

COMMUNITY SCHOOLS

PETER PENTESCU

PETE@STUDIO-DETROIT.COM

586.747.9717

26031

A1.0 3/16" = 1'-0"

2 BUILDING SECTION

A1.0 3/16" = 1'-0"

1 BUILDING SECTION

A3.1 3/4" = 1'-0"

3 WALL SECTION

A3.1 3/4" = 1'-0"

4 WALL SECTION

FINISH SCHEDULE GENERAL NOTES

1. REFER TO MATERIAL / FINISH SCHEDULE FOR SPECIFIC FINISH TYPES.

2. AT DISCREPANCIES BETWEEN THE ROOM FINISH SCHEDULE AND DRAWINGS, THE ARCHITECT WILL DETERMINE THE FINISH.

3. ON ALL WALLS WHICH ARE COVERED WITH MILLWORK, ALL MASONRY JOINTS AS OCCUR SHALL BE TOOLED AND A FINISH IS NOT REQUIRED TO BE APPLIED TO THE WALL BEHIND EXCEPT FOR

LOCATIONS WHICH MAY BE EXPOSED.

4. FOR CEILING OR WALL MATERIAL WHEN MORE THAN ONE CEILING OR WALL MATERIAL OCCURS THE CEILING OR WALL FINISH IS INDICATED THUS: "/".

5. REFER TO FLOOR & CEILING PLANS AND INTERIOR ELEVATIONS FOR SPECIFIC FLOOR / WALL / CEILING FINISH LOCATIONS WHERE MULTIPLE FINISHES ARE INDICATED IN THE ROOM FINISH SCHEDULE.

FINISHES LISTED IN THE SCHEDULE ARE GENERAL, REFER TO THE DRAWINGS FOR ISOLATED AREAS OF OTHER ACCENT FINISHES.

6. PAINTING OF EXPOSED INTERIOR CONSTRUCTION SHALL INCLUDE:

A. STEEL GIRTS SUPPORTING EXTERIOR PREFINISHED METAL WALL PANELS

B. STEEL COLUMNS

C. ROOF CONSTRUCTION, INCLUDING BEAMS, TRUSSES, PURLINS, MISCELLANEOUS FRAMING, AND DECK

D. FLOOR CONSTRUCTION, INCLUDING BEAMS, TRUSSES, MISCELLANEOUS FRAMING, AND DECK

E. MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL, AND OTHER UTILITIES

F. STEEL LINTELS

G. STEEL CHANNELS / BENT PLATES AND FRAMING AT DOORS

7. PATCH ALL HOLES, ETC. LEFT BY ALL TRADES (INCLUDING ELECTRICAL AND MECHANICAL) PRIOR TO PAINTING. PAINT WALL(S) OR CEILING(S) NOT SCHEDULED TO BE PAINTED, WHICH HAVE HAD

PATCHING, FROM INSIDE CORNER TO INSIDE CORNER ACROSS ENTIRE SURFACE.

8. PROTECT ROOM FINISHES DURING INSTALLATION OF NEW WORK.

MOTOR OPERATORTRACKDOOR TYPE GLAZING CONTROLSJAMBSIZE W X H X THK. SAFETY REMARKS

OVERHEAD DOOR SCHEDULE

T R

O L

L E

Y M

O U

N T

S

ID

E M

O U

N T

F U

L L

V E

R T

IC

A

L

H I-

L

IF

T C

L E

A R

A N

C E

S T

A N

D A

R D

L

IF

T

L O

W H

E A

D R

O O

M

G L

A Z

E D

A L

U M

IN

U

M

IN

S

U L

A T

E D

S T

L

S E

C T

IN

S

U L

. G L

A S

S

C L

E A

R A

C R

Y L

IC

R A

D

IO

C O

N T

R O

L

C L

O S

E T

IM

E

R

L O

O P

D E

T E

C T

O R

F

IX

E D

C O

N T

R O

L

P H

O T

O E

Y E

S A

F E

T Y

E D

G E

S T

E E

L J

A M

B

-0

X

'-0

X

C E

N T

E R

J A

C K

S H

A F

T

E X

T E

R

IO

R P

R O

X

IM

IT

Y

D E

T E

C T

O R

S E

C U

R

IT

Y S

H U

T T

E R

M A

S O

N R

Y

W A

T E

R P

R O

O F

R O

L L

IN

G

S T

L . D

O O

R

H O

O D

G

U

ID

E S

D O

O R

E L

E V

A T

IO

N

VERIFY SIZE PRIOR TO

ORDERING

OD7

B R

A K

E S

Y S

T E

M

S .S

H

A R

D W

A R

E

C O

D E

A C

T

IV

A T

IO

N

OD10

OD11

OD6

C H

A

IN

D R

IV

E

N

N O

N E

G Y

P . B

D

W D

S

T U

D

OD8

OD9

F R

A M

E E

L E

V A

T

IO

N

IN

T

E R

IO

R

P R

O X

IM

IT

Y D

E T

E C

T O

R

OD2

OD1

OD3

OD5

OD4

OD12

RD

M O

T O

R H

O R

S E

P O

W E

R

V O

L T

A G

E

DOOR FINISH

F A

C T

O R

Y P

R

IM

E , F

A C

T O

R Y

P A

IN

T

E D

F A

C T

O R

Y P

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, F

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L D

P A

IN

T

E D

WH

C L

E A

R A

N O

D

IZ

E D

B L

A C

K A

N O

D

IZ

E D

ROOM NAME

STORAGE 1

NUMBER

N O

N E

RD

RD

RD

RD

RD

RD

RD

RD

RD

RD

RD

STORAGE 2

STORAGE 3

STORAGE 4

STORAGE 5

STORAGE 6

STORAGE 7

STORAGE 8

STORAGE 9

STORAGE 10

STORAGE 11

STORAGE 12

MANUAL PUSH UP OPERATION w/ LOCK

- -WH MANUAL PUSH UP OPERATION w/ LOCK

- -WH MANUAL PUSH UP OPERATION w/ LOCK

- -WH MANUAL PUSH UP OPERATION w/ LOCK

- -WH MANUAL PUSH UP OPERATION w/ LOCK

- -WH MANUAL PUSH UP OPERATION w/ LOCK

- -WH MANUAL PUSH UP OPERATION w/ LOCK

- -WH MANUAL PUSH UP OPERATION w/ LOCK

- -WH MANUAL PUSH UP OPERATION w/ LOCK

- -WH MANUAL PUSH UP OPERATION w/ LOCK

- -WH MANUAL PUSH UP OPERATION w/ LOCK

- -WH MANUAL PUSH UP OPERATION w/ LOCK

DOOR TYPE

"RD"

S E

E S

C H

E D

U L

E

SEE SCHEDULE

FRAME TYPE

WOOD JAMB (SEE PLAN)

HEADER PER PLANS

"3"

HEADPLATE

LIST OF MATERIALS

095000 - CEILINGS

MESH METAL MESH CEILING

MANUFACTURER: GKD METAL FABRICS

PRODUCT: DELTA 30 OR APPROVED EQUAL

LOCATION: -

GENERAL NOTES: ATTACH TO BOTTOM OF TRUSSES

033000 - HIGH PERFORMANCE COATINGS

CONC CONCRETE

PRODUCT: EXISTING TO REMAIN

LOCATION: MAIN FLOOR AREAS

GENERAL NOTES: -

042000 - UNIT MASONRY

MP-1 CORRUGATED METAL PANEL

PRODUCT: JENSEN BUILDING SUPPLY

COLOR: AS SELECTED BY OWNER

LOCATION: EXTERIOR FACADE

GENERAL NOTES: -

MP-2 STANDING SEAM METAL ROOF

PRODUCT: JENSEN BUILDING SUPPLY

COLOR: AS SELECTED BY OWNER

LOCATION: ROOF

GENERAL NOTES: PROVIDE SNOW GUARDS

077000 - METAL COPING / ACCENT

MET-1 FASCIA / GUTTERS

PRODUCT: JENSEN BUILDING SUPPLY

COLOR: AS SELECTED BY OWNER

LOCATION: -

GENERAL NOTES: PROVIDE ALL TRIMS FOR COMPLETE SYSTEM

07…