2421_Shelby Twp_50CD_2025.08.26.pdf

PDF 6 MB Posted Aug 29, 2025

Attached to: SHELBY TOWNSHIP COMMUNITY RELATIONS RFP - 25-23 OFFICE FURNITURE - STORAGE
Solicitation number: 25-23
Issued by: Macomb County, Michigan

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Written by GovTribe AI · Aug 29, 2025

These architectural construction documents detail the Shelby Township Community Building project located at Van Dyke Avenue in Shelby Township, Michigan. The project involves constructing a new 22,020 square foot, two-story community facility featuring 19,030 square feet of business and storage space and a 2,990 square foot bandshell. The building will include various functional spaces such as a garage, general storage, engineering area, conference rooms, mechanical/electrical rooms, public toilets, changing rooms, a green room, concessions area, stage, and multiple office and studio spaces. The design incorporates a mix of materials including CMU veneer, metal panels, and a single-ply EPDM roofing system, with site work involving demolition of existing gravel and asphalt lots and installation of new parking and landscaped community lawn space.

The architectural plans, prepared by AKA Architects Inc., are dated September 19, 2025, for 100% Construction Documents, with the project having progressed through schematic design in October 2024 and design development stages in May 2025. The design team includes civil engineering by Nowak & Fraus Engineers, structural engineering by Resurget Engineering, and M/E/P engineering by PBA/Illuminart. The building's total floor area is divided between a 14,540 square foot first floor and a 7,480 square foot second floor, with a proposed height of 32'-11 1/2" and two stories, rising to 35'-0" for roof structures. The comprehensive set of drawings includes detailed plans for architectural, structural, mechanical, electrical, and plumbing systems, as well as interior and exterior elevations, finish plans, and technical specifications.

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Civil Engineer Structural Engineer

Nowak & Fraus Engineers

Resurget Engineering

M/E/P Engineer

PBA / Illuminart

46777 Woodward Avenue

Pontiac, MI 48342

248-332-7931

28 W Adams Ave, Suite 1710

Detroit, MI 48226

Phone: 313-315-3290

5145 Livernois, Suite 100

Troy, MI 48098

248-879-5666

NORTH

Location Map No Scale

SITE

24 MILE RD.

V A

N D

Y K

E A

V E

SMILEY AVE.

MILLARD BLVD.

PROJ. NO

Project

AKA Architects Inc. Project Number

D S

S U

R O

C H

E S

T E

M I

303 E. THIRD STREET SUITE 100

ROCHESTER, MI 48307

248.814.9160

WWW.AKA-ARCHITECTS.NET

FOUNDED 1994

ARCHITECTS

8/26/2025 2:36:29 PM

Van Dyke Ave, Shelby Twp, MI

Shelby Twp Community Building

S h e lb y T w p

C o m m u n it y B u ild in g

INDEX OF DRAWINGS

0% C

D es ig n D ev el op m en t

S ite P la n

A pp ro va l

S ch em at ic

D es ig n

NO. SHEET TITLE

GENERAL

● ● ● ● A.CVR Cover Sheet

● ● ● ● A.001 Project Data

● ● ● A.002 Life Safety Plan

● ● ● A.003 Life Safety Plan Code

● ● A.004 Partition Types

CIVIL

● ● ● C.1 Topographic Survey, Tree Survey, & Demolition Plan

● ● ● C.2 Site Dimension Plan

● ● ● C.3 Grading Plan - 1

● C.4 Grading Plan - 2

● ● ● C.5 Utility Plan

● ● C.6 Utility Plan

● ● C.7 Utility Profiles

● ● C.8 Soil Erosion Control / Drainage Area Plan

LANDSCAPE

● ● ● L.1 Landscape Plan

● ● ● L.2 Landscape Notes and Details

ARCHITECTURAL

● ● ● ASP.1 Architectural Site Plan

● ● ● ● A.101 Composite First Floor Plan

● ● ● ● A.102 Composite Second Floor Plan

● ● A.103 Enlarged Floor Plans

● ● ● ● A.111 Composite Roof Plan

● ● ● A.121 First and Second Floor Reflected Ceiling Plan

● ● A.131 Enlarged Toilet Room Plans

● ● ● A.141 Finish Floor Plan

● A.151 FFE Plan

● ● ● ● A.201 Building Elevations

● ● A.202 Renderings

● ● A.301 Building Sections

● ● A.302 Building Sections

● ● A.401 Wall Sections

● ● A.402 Wall Sections

● ● A.403 Wall Sections

● A.501 Enlarged Stair Plans

● A.502 Stair and Elevator Sections

● A.503 Stair Sections

● A.601 Plan Details

● A.602 Plan Details

● ● A.721 Interior Elevations

● A.722 Interior Elevations

● ● A.731 Millwork Details

● ● A.801 Door Schedule, Details and Glazing Schedule

● ● A.851 Glazing Schedule

STRUCTURAL

● ● S.001 Symbols and Designations

● ● S.002 General Notes

● ● S.003 Special Inspections

● ● S.100 Foundation Plan

● ● S.101 Low Roof and Second Floor Framing Plan

● ● S.102 Band Shell and High Roof Roof Framing Plan

● S.201 Shear Wall Elevations

● S.202 Shear Wall Elevations

● ● S.301 Typical Concrete Details

● ● S.302 Foundation Details

● ● S.303 Foundation Details

● ● S.401 Masonry Sections and Details

● ● S.402 Masonry Sections and Details

● ● S.501 Steel Sections and Details

● S.701 Structural Sections

S.702 Structural Sections

S.703 Structural Sections

MECHANICAL AND PLUMBING

● ● M.001 Mechanical Standards and Drawing Index

● ● M.100 First Floor Fire Protection Plan

● ● M.101 Second Floor Fire Protection Plan

● ● M.200 Underground Plumbing Plan

● ● M.201 First Floor Plumbing Plan

● ● M.202 Second Floor Plumbing Plan

● ● M.301 First Floor HVAC Piping Plan

● ● M.302 Second Floor HVAC Piping Plan

● ● M.401 First Floor Sheet Metal Plan

● ● M.402 Second Floor Sheet Metal Plan

● ● M.501 Roof Mechanical Plan

● ● M.601 Mechanical Details

● ● M.602 Mechanical Details

● ● M.603 Mechanical Details

● ● M.701 Mechanical Schedules

● ● M.702 Mechanical Schedules

● ● M.703 Mechanical Schedules

● ● M.704 Mechanical Schedules

● ● M.801 Temperature Controls

● ● M.802 Temperature Controls

● ● M.803 Temperature Controls

● ● M.804 Temperature Controls

● ● M.805 Temperature Controls

● ● M.806 Temperature Controls

● ● M.807 Temperature Controls

ELECTRICAL

● ● E.001 Electrical Standards and Drawing Index

● ● E.002 Electrical Standard Schedules

● ● ● E.003 Electrical Site Plan

● ● E.201 First Floor Lighting Plan

● ● E.202 Second Floor Lighting Plan

● ● E.301 First Floor Power and Auxiliary Systems Plan

● ● E.302 Second Floor Power and Auxiliary Systems Plan

● ● E.303 Roof Electrical Plan

● ● E.501 One Line Diagram

● ● E.502 Panel Schedules

● ● E.701 Electrical Details and Diagrams

● ● E.702 Electrical Details and Diagrams

● ● E.703 Electrical Details and Diagrams

● L.201 Site Plan Lighting Calculations

09.19.2025 100% Construction Documents

C o n s tr u c ti o n D o c u m e n ts

M T

ARCHITECTURAL KEYNOTES

1.1

1.2

CAST IN PLACE CONCRETE FOUNDATION / WALL SYSTEM. REFER TO

STRUCTURAL DRAWINGS FOR FOOTING SIZES, BEARING DEPTH AND

REINFORCING REQUIREMENTS.

4" REINFORCED CONCRETE SLAB OVER VAPOR INTRUSION BARRIER SYSTEM

ON 6" GRANULAR FILL PREPARED IN ACCORDANCE WITH SOILS REPORT.

CONTINUOUS 4"x4'-0" RIGID PERIMETER INSULATION EXTEND HORIZONTAL

UNDER SLAB.

1.3

REFER TO STRUCTURAL DRAWINGS FOR ENTRANCE SLAB (TYPICAL).1.4

4" REINFORCED CONCRETE SLAB WITH EXPOSED TURNDOWN EDGE WITH

3/4" CHAMFER OVER VAPOR INTRUSION BARRIER SYSTEM ON 6" GRANULAR

FILL.

1.5

REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL STEEL JOISTS,

BEAMS, CHANNELS, TUBES, ANGLES, PLATES, COLUMNS, LINTELS, METAL

DECKING, SIZES AND REINFORCING REQUIREMENTS.

1.6

BURNISHED CMU BASE (GRADE BLOCK). PROVIDE SEALER ON ALL EXTERIOR

EXPOSED CMU.

1.7

2.1 4" NOMINAL CMU VENEER, COMMON RUNNING BOND OVER 2-3/4" AIR SPACE

WITH 2-1/2" RIGID INSULATION OVER FLUID APPLIED AIR BARRIER OVER 8"

CMU - REFER TO STRUCTURAL DRAWINGS FOR VERTICAL REINFORCING

AND GROUTING REQUIREMENTS. PROVIDE 1-1/2" CFMF FURRING WITH 5/8"

GYPSUM WALL BOARD PAINTED - TYPICAL.

2.2 PRE-FINISHED METAL PANEL SYSTEM 1 - DRY DESIGN 'BELLARA' TONGUE

AND GROOVE PLANKS OVER 3" HORIZ. METAL GIRTS OVER WITH AIR

SPACE WITH 2-1/2" RIGID INSULATION OVER FLUID APPLIED AIR BARRIER

OVER 8" CMU - REFER TO STRUCTURAL DRAWINGS FOR VERTICAL

REINFORCING AND GROUTING REQUIREMENTS. PROVIDE 1-1/2" CFMF

FURRING WITH 5/8" GYPSUM WALL BOARD PAINTED - TYPICAL.

2.3 PRE-FINISHED METAL PANEL SYSTEM 2 - BERRIDGEING. PANEL FW-1025

OVER 3" HORIZ. METAL GIRTS OVER 2-3/4" AIR SPACE WITH 2-1/2" RIGID

INSULATION OVER FLUID APPLIED AIR BARRIER OVER 8" CMU - REFER TO

STRUCTURAL DRAWINGS FOR VERTICAL REINFORCING AND GROUTING

REQUIREMENTS. PROVIDE 1-1/2" CFMF FURRING WITH 5/8" GYPSUM WALL

BOARD PAINTED - TYPICAL.

HOLLOW METAL DOOR AND FRAME WITH ASSOCIATED SIDE AND TOP

LITES.

3.1

WWS-1: ANODIZED ALUMINUM STORE FRONT SYSTEM, THERMALLY

BROKEN, WITH 1" INSULATED GLASS UNITS. PROVIDE SAFETY GLAZING

WHERE REQUIRED BY CODE.

3.4

SEE REFLECTED CEILING PLAN FOR CEILING SYSTEM AND SUSPENSION

GRID.

4.1

PROVIDE ALL FLASHING AND CONTINUOUS SEALANTS INCLUDING BACKER

BARS AROUND OPENINGS AND PENETRATIONS AS REQUIRED FOR A

WATERTIGHT SEAL.

3.3

2.4 PRE-FINISHED METAL PANEL SYSTEM 3 - BERRIDGEING PANEL FW-1025

OVER AIR BARRIER ON EXTERIOR SHEATHING OVER COLD FORMED

METAL FRAMING.

60 MIL. SINGLE-PLY, FULLY ADHERED, EPDM MEMBRANE ROOFING SYSTEM

OVER MINIMUM THREE (3) LAYERS OF 2" RIGID INSULATION. (MINIMUM

R-30), ON METAL DECK, SLOPE ROOF MINIMUM 1/4" PER FOOT TAPER TO

ROOF DRAINS AND OVERFLOW DRAINS.

5.1

MCM COPING OVER LAPPED EPDM ROOFING OVER EXTERIOR GRADE

PLYWOOD WITH 2x PRESSURE TREATED WOOD BLOCKING ANCHORED TO

NEW DECK EDGE. COLOR AS INDICATED ON DRAWINGS.

5.3

ROOF DRAIN WITH THROUGH WALL OVERFLOW STORM DRAIN AND

INTERIOR ROOF CONDUCTOR WITH EXTERIOR TRANSITION. SEE CIVIL

DRAWINGS FOR CONNECTION TO UNDERGROUND STORM SYSTEM

(TYPICAL).REFER TO PLUMBING DRAWINGS.

5.4

24" x 24" FULLY ADHERED RUBBER WALKWAY PADS AT 36" O.C.5.5

5.2 60 MIL. SINGLE-PLY, FULLY ADHERED, EPDM MEMBRANE ROOFING SYSTEM

OVER (1) LAYER OF PROTECTION BOARD ON METAL DECK, SLOPE ROOF

MINIMUM 1/4" PER FOOT TAPER TO ROOF DRAINS AND OVERFLOW DRAINS.

REFER TO MECHANICAL DRAWINGS FOR PLUMBING AND MECHANICAL

SYSTEMS AS SPECIFIED.

6.1

REFER TO ELECTRICAL DRAWINGS FOR ELECTRICAL SYSTEMS AS

SPECIFIED.

6.2

PRE-MANUFACTURED, PRE-FINISHED, STEEL SHIPS LADDER WITH NON-

SLIP NOSING, GUARD RAIL AND HAND RAIL SYSTEM WITH

PRE-MANUFACTURED, PRE-FINISHED, FIXED CURB MOUNTED ROOF

HATCH.

5.6

PRE-FINISHED INSULATED GARAGE DOOR SYSTEM. SEE DOOR SCHEDULE

FOR DETAILS.

3.2

GENERAL CONSTRUCTION NOTES

NOTES TO BE UPDATED.

1. PROVIDE AND MAINTAIN TEMPORARY ENTRYWAY TO BUILDING DURING

CONSTRUCTION, COORDINATE WITH OWNER.

2. ALL DIMENSIONS ARE TO THE FACE OF MASONRY / CONCRETE / GYPSUM

BOARD AND CENTERLINE OF OPENINGS FOR DOORS AND WINDOWS (FACE OF

OPENING WHEN LOCATED IN MASONRY / CONCRETE), UNLESS OTHERWISE

NOTED.

3. PATH AND REPAIR ALL EXISTING AREAS OF SPRAY FIREPROOFING TO MATCH

EXISTING RATING WHERE THE FIREPROOFING IS MISSING DUE TO PRE-

EXISTING CONDITIONS, DEMOLITION AND CONSTRUCTION ACTIVITIES.

4. PROVIDE AND INSTALL SEALANT AT INTERSECTION OF ALL GYPSUM BOARD

PARTITIONS AND MASONRY / CONCRETE WALLS, (BOTH SIDES OF

PARTITIONS).

5. AT ALL 1-HOUR AND 2-HOUR RATED PARTITIONS, FLOORS & CEILING (NEW OR

EXISTING) WITHIN LIMITS OF NEW WORK, PROVIDE FIRESTOPPING TO MATCH

WALL RATING AT ALL PENETRATIONS AND INTERSECTIONS. REFER TO

FIRESTOPPING SPECIFICATION.

6. VERIFY SIZE AND LOCATION OF MECHANICAL AND ELECTRICAL EQUIPMENT,

PADS, PENETRATIONS AND SUPPORTS WITH MECHANICAL AND ELECTRICAL

DOCUMENTS.

7. REFER TO SPECIFICATIONS MANUAL FOR ADDITIONAL INFORMATION.

8. ALL ROOF PENETRATIONS, INCLUDING BUT NOT LIMITED TO ROOF SUMPS,

DUCTWORK, PIPING, CONDUITM STEEL SUPPORTS AND ROOF CURBS, SHALL

BE INSTALLED PER THE APPROVED MANUFACTURER'S WARRANTED DETAIL,

AND WITH THE MANUFACTURER'S WARRANTIED DETAILS AND INSTRUCTIONS,

IN THE ABSENCE OF A MANUFACTURER'S DETAIL, AND WITH THE

MANUFACTURER'S ACCEPTANCE, COMPLY WITH THE MOST CURRENT

VERSION OF "THE NRCA ROOFING MANUAL: MEMBRANE ROOFING SYSTEMS"

9. SUBMIT SHOP DRAWINGS IN ACCORDANCE WITH SPECIFICATIONS

CONTAINING PROJECT SPECIFIC ROOFING DETAILS PRIOR TO INSTALLATION

OF ANY ROOFING.

10. ALL MEMBRANE ROOFING TO BE SLOPED AT 1/4" PER FOOT MINIMUM UNLESS

NOTED OTHERWISE.

11. SADDLES ARE REQUIRED AT ALL LOCATIONS INDICATED OR OTHERWISE NOT

INDICATED (I.E. MECHANICAL UNITS, EQUIPMENT CURBS, INSIDE CORNERS AT

PARAPET WALLS, ETC.) IN ORDER TO PROVIDE POSITIVE ROOF DRAINAGE.

SLOPE ALL SADDLES AT 1/2" PER FOOT MINIMUM UNLESS OTHERWISE NOTED.

12. CONTRACTOR TO COORDINATE EXACT LOCATION OF ALL EXHAUST AND

INTAKE EQUIPMENT, INCLUDING TOILET ROOM EXHAUST FANS, ETC., WITH

MECHANICAL DOCUMENTS.

13. PROVIDE AND INSTALL A ROOF WALKWAY PAD AT THE ROOF BELOW ALL

DOWNSPOUTS THAT TRANSITION TO THE ROOF SURFACE FOR ROOF

MEMBRANE PROTECTION. CONTRACTOR TO VERIFY EXACT LOCATION IN THE

FIELD.

14. PROVIDE AND INSTALL EXTERIOT TYPE SOLID WOOD BLOACKING AT ALL

TRANSITIONS AND EDGES UP TO THE HEIGHT OF THE INSULATION AND

INSTALL PER THE ROOF SYSTEM MANUFACTURER.

15. GUTTERS AND DOWNSPOUTS INDICATED FOR DESIGN INENT ONLY.

CONTRACTOR IS TO FIELD VERIFY THE LAYOUT AND RECEIVE APPROVAL

FROM ARCHITECT ON FINAL LOCATIONS.

16. AIR BARRIER TO BE CONTINOUSLY FLASHED AND SEALED AT ALL

PENETRATIONS.

17. ALL VERTICAL ROOF FLASHING TO BE 8" MINIMUM. ADJUST EXISTING

CONDITIONS AS REQUIRED TO ACHEIVE.

18. ALL EXISTING ROOF PENETRATIONS IN THE EXISTING CONCRETE SLAB DUE

TO DEMOLOTIONS ACTIVITIES NEED TO BE FILLED IN. ALL PENETRATIONS 2" IN

DIAMETER AND LESS NEED TO BE FIRESTOPPED [UL #]. ALL PENETRATIONS

GREATER THAN 2" DIAMETER NEED TO BE INFILLED WITH CONCRETE. REFER

TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION.

A.201

1 2

A.301

A.302

A.301

106 SF

JANITOR

475 SF

STORAGE

260 SF

STAIR

330 SF

ENGINEERING

2066 SF

GARAGE

3516 SF

GENERAL

STORAGE

82 SF

ELEVATOR

251 SF

STAIR

224 SF

LOBBY

64 SF

UNISEX

316 SF

CONFERENCE

452 SF

MECHANICAL /

ELECTRICAL

44 SF

JANITOR

103D

109A

104B

108A

17' - 4" FLOOR

TO FLOOR

17' - 4" FLOOR

TO FLOOR

O.H. DOOR W/

DOCK BUMPER

& LEVELER

57' - 4"

159 SF

CONCESSIONS

13' - 4" 15' - 4" 4' - 4"

M.O.

4' - 0" 15' - 4"

M.O.

3' - 4" 5' - 0"

104C

COUNTERTOP

COIL DOOR

106 SF

CHANGING

61 SF

UNISEX

106 SF

CHANGING

160 SF

SOUND / AV

311 SF

GREEN ROOM

110A

A.1

C.1

TRENCH DRAINS

A.131

105B105A

12' - 0"

M.O.

8' - 4"

A.301

M .O

103C

60' - 8"

45' - 7 9/16" 30' - 11 5/8" 60' - 8"

25' - 6"

3' - 4"

104D112A

114A

CR CR

STAGE

7' - 8"

M.O.

3' - 4" 2' - 4" 47' - 4"

A.503

A.601

314 SF

PUBLIC TOILET

315 SF

HALLWAY

124A

125A

119A

120A

121A

122A

124D

A.601

113A

2' - 6"UP

7' - 8" 18' - 0" 5' - 3 5/8"

10' - 0"

3' - 4"

D.9

1.4 1.3 1.2 1.1

A.601

RC UPRC DOWN

PROJECT DESCRIPTION:

DESCRIPTION: A 22,020 SF, 2-STORY NEW BUILDING OCCUPIED BY A 19,030 SF

BUSINESS AND STORAGE SPACE FEATURING A 2,990 SF BANDSHELL. SITEWORK

WILL INCLUDE THE DEMOLITION OF A EXISTING GRAVEL AND ASPHALT LOTS, AND

THE ADDITION OF NEW PARKING, AND LANDSCAPED COMMUNITY LAWN SPACE.

BUILDING INFORMATION:

FIRST FLOOR AREA: 14,540 SF

SECOND FLOOR AREA: 7,480 SF

TOTAL BUILDING SQUARE FOOTAGE: 22,020 SF

HEIGHT:

PROPOSED: 32’-11 1/2” , 2 STORY, 35’-0” FOR ROOF STRUCTURES

AB AB AB AB AB AB AB

DRAWN

CHECKED

APPROVED

KEY PLAN

P R

O J

N O

303 E. THIRD STREET SUITE 100

ROCHESTER, MI 48307

248.814.9160

WWW.AKA-ARCHITECTS.NET

These drawings and specifications are copyrighted by Auger Klein Aller Architects Inc. (AKA Architects) and shall remain the property of AKA Architects whether the project they are made for is completed or not. They are not to be used by the Owner on other projects or extensions to this project except by agreement in writing and with appropriate compensation to AKA Architects. All original drawings shall remain property of AKA Architects.

Do not scale Use figured dimensions only

PROJECT

DATE ISSUED

SHEET

ISSUED FOR

FILE NUMBER

SHEET NUMBER

FOUNDED 1994

ARCHITECTS

YEARS

:3 :0

A.101

AKA

Van Dyke Ave, Shelby Twp, MI

Shelby Twp Community

Building

Composite First Floor Plan

NORTH

SCALE:

TRUE

NORTH

1/8" = 1'-0"A.101

1 Composite First Floor Plan

10.18.2024 Schematic Design

05.16.2025 Site Plan Approval

05.19.2025 Design Development

08.22.2025 50% Construction Documents

09.19.2025 100% Construction Documents

A.201

1 2

A.301

A.302

A.301

2047 SF

STUDIO

1316 SF

OPEN OFFICE

104 SF

OFFICE

89 SF

OFFICE

89 SF

OFFICE

143 SF

OFFICE

801 SF

STUDIO

STORAGE

35 SF

JANITOR

59 SF

WOMEN'S

RESTROOM

59 SF

MEN'S

RESTROOM

116 SF

SERVER

49 SF

CHANGING

378 SF

CONTROL

178 SF

BREAK ROOM

35 SF

HALLWAY

88 SF

WORK ROOM

105C

211A209B

205A

206A

208A

204A

202B

202A

M .O

251 SF

STAIR

82 SF

ELEVATOR

260 SF

STAIR

A.301

ROOF

862 SF

60' - 4 1/8"

2' - 8" 48' - 0"

4' - 7 7/8"

M.O.

4' - 0" 4' - 0"

M.O.

4' - 0" 4' - 0"

M.O.

4' - 0" 4' - 8" 3' - 0"

M .O

A.503

A.602

6' - 0"

D.9

1.4 1.3 1.2 1.1

RC DOWN

ARCHITECTURAL KEYNOTES

1.1

1.2

CAST IN PLACE CONCRETE FOUNDATION / WALL SYSTEM. REFER TO

STRUCTURAL DRAWINGS FOR FOOTING SIZES, BEARING DEPTH AND

REINFORCING REQUIREMENTS.

4" REINFORCED CONCRETE SLAB OVER VAPOR INTRUSION BARRIER SYSTEM

ON 6" GRANULAR FILL PREPARED IN ACCORDANCE WITH SOILS REPORT.

CONTINUOUS 4"x4'-0" RIGID PERIMETER INSULATION EXTEND HORIZONTAL

UNDER SLAB.

1.3

REFER TO STRUCTURAL DRAWINGS FOR ENTRANCE SLAB (TYPICAL).1.4

4" REINFORCED CONCRETE SLAB WITH EXPOSED TURNDOWN EDGE WITH

3/4" CHAMFER OVER VAPOR INTRUSION BARRIER SYSTEM ON 6" GRANULAR

FILL.

1.5

REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL STEEL JOISTS,

BEAMS, CHANNELS, TUBES, ANGLES, PLATES, COLUMNS, LINTELS, METAL

DECKING, SIZES AND REINFORCING REQUIREMENTS.

1.6

BURNISHED CMU BASE (GRADE BLOCK). PROVIDE SEALER ON ALL EXTERIOR

EXPOSED CMU.

1.7

2.1 4" NOMINAL CMU VENEER, COMMON RUNNING BOND OVER 2-3/4" AIR SPACE

WITH 2-1/2" RIGID INSULATION OVER FLUID APPLIED AIR BARRIER OVER 8"

CMU - REFER TO STRUCTURAL DRAWINGS FOR VERTICAL REINFORCING

AND GROUTING REQUIREMENTS. PROVIDE 1-1/2" CFMF FURRING WITH 5/8"

GYPSUM WALL BOARD PAINTED - TYPICAL.

2.2 PRE-FINISHED METAL PANEL SYSTEM 1 - DRY DESIGN 'BELLARA' TONGUE

AND GROOVE PLANKS OVER 3" HORIZ. METAL GIRTS OVER WITH AIR

SPACE WITH 2-1/2" RIGID INSULATION OVER FLUID APPLIED AIR BARRIER

OVER 8" CMU - REFER TO STRUCTURAL DRAWINGS FOR VERTICAL

REINFORCING AND GROUTING REQUIREMENTS. PROVIDE 1-1/2" CFMF

FURRING WITH 5/8" GYPSUM WALL BOARD PAINTED - TYPICAL.

2.3 PRE-FINISHED METAL PANEL SYSTEM 2 - BERRIDGEING. PANEL FW-1025

OVER 3" HORIZ. METAL GIRTS OVER 2-3/4" AIR SPACE WITH 2-1/2" RIGID

INSULATION OVER FLUID APPLIED AIR BARRIER OVER 8" CMU - REFER TO

STRUCTURAL DRAWINGS FOR VERTICAL REINFORCING AND GROUTING

REQUIREMENTS. PROVIDE 1-1/2" CFMF FURRING WITH 5/8" GYPSUM WALL

BOARD PAINTED - TYPICAL.

HOLLOW METAL DOOR AND FRAME WITH ASSOCIATED SIDE AND TOP

LITES.

3.1

WWS-1: ANODIZED ALUMINUM STORE FRONT SYSTEM, THERMALLY

BROKEN, WITH 1" INSULATED GLASS UNITS. PROVIDE SAFETY GLAZING

WHERE REQUIRED BY CODE.

3.4

SEE REFLECTED CEILING PLAN FOR CEILING SYSTEM AND SUSPENSION

GRID.

4.1

PROVIDE ALL FLASHING AND CONTINUOUS SEALANTS INCLUDING BACKER

BARS AROUND OPENINGS AND PENETRATIONS AS REQUIRED FOR A

WATERTIGHT SEAL.

3.3

2.4 PRE-FINISHED METAL PANEL SYSTEM 3 - BERRIDGEING PANEL FW-1025

OVER AIR BARRIER ON EXTERIOR SHEATHING OVER COLD FORMED

METAL FRAMING.

60 MIL. SINGLE-PLY, FULLY ADHERED, EPDM MEMBRANE ROOFING SYSTEM

OVER MINIMUM THREE (3) LAYERS OF 2" RIGID INSULATION. (MINIMUM

R-30), ON METAL DECK, SLOPE ROOF MINIMUM 1/4" PER FOOT TAPER TO

ROOF DRAINS AND OVERFLOW DRAINS.

5.1

MCM COPING OVER LAPPED EPDM ROOFING OVER EXTERIOR GRADE

PLYWOOD WITH 2x PRESSURE TREATED WOOD BLOCKING ANCHORED TO

NEW DECK EDGE. COLOR AS INDICATED ON DRAWINGS.

5.3

ROOF DRAIN WITH THROUGH WALL OVERFLOW STORM DRAIN AND

INTERIOR ROOF CONDUCTOR WITH EXTERIOR TRANSITION. SEE CIVIL

DRAWINGS FOR CONNECTION TO UNDERGROUND STORM SYSTEM

(TYPICAL).REFER TO PLUMBING DRAWINGS.

5.4

24" x 24" FULLY ADHERED RUBBER WALKWAY PADS AT 36" O.C.5.5

5.2 60 MIL. SINGLE-PLY, FULLY ADHERED, EPDM MEMBRANE ROOFING SYSTEM

OVER (1) LAYER OF PROTECTION BOARD ON METAL DECK, SLOPE ROOF

MINIMUM 1/4" PER FOOT TAPER TO ROOF DRAINS AND OVERFLOW DRAINS.

REFER TO MECHANICAL DRAWINGS FOR PLUMBING AND MECHANICAL

SYSTEMS AS SPECIFIED.

6.1

REFER TO ELECTRICAL DRAWINGS FOR ELECTRICAL SYSTEMS AS

SPECIFIED.

6.2

PRE-MANUFACTURED, PRE-FINISHED, STEEL SHIPS LADDER WITH NON-

SLIP NOSING, GUARD RAIL AND HAND RAIL SYSTEM WITH

PRE-MANUFACTURED, PRE-FINISHED, FIXED CURB MOUNTED ROOF

HATCH.

5.6

PRE-FINISHED INSULATED GARAGE DOOR SYSTEM. SEE DOOR SCHEDULE

FOR DETAILS.

3.2

GENERAL CONSTRUCTION NOTES

NOTES TO BE UPDATED.

1. PROVIDE AND MAINTAIN TEMPORARY ENTRYWAY TO BUILDING DURING

CONSTRUCTION, COORDINATE WITH OWNER.

2. ALL DIMENSIONS ARE TO THE FACE OF MASONRY / CONCRETE / GYPSUM

BOARD AND CENTERLINE OF OPENINGS FOR DOORS AND WINDOWS (FACE OF

OPENING WHEN LOCATED IN MASONRY / CONCRETE), UNLESS OTHERWISE

NOTED.

3. PATH AND REPAIR ALL EXISTING AREAS OF SPRAY FIREPROOFING TO MATCH

EXISTING RATING WHERE THE FIREPROOFING IS MISSING DUE TO PRE-

EXISTING CONDITIONS, DEMOLITION AND CONSTRUCTION ACTIVITIES.

4. PROVIDE AND INSTALL SEALANT AT INTERSECTION OF ALL GYPSUM BOARD

PARTITIONS AND MASONRY / CONCRETE WALLS, (BOTH SIDES OF

PARTITIONS).

5. AT ALL 1-HOUR AND 2-HOUR RATED PARTITIONS, FLOORS & CEILING (NEW OR

EXISTING) WITHIN LIMITS OF NEW WORK, PROVIDE FIRESTOPPING TO MATCH

WALL RATING AT ALL PENETRATIONS AND INTERSECTIONS. REFER TO

FIRESTOPPING SPECIFICATION.

6. VERIFY SIZE AND LOCATION OF MECHANICAL AND ELECTRICAL EQUIPMENT,

PADS, PENETRATIONS AND SUPPORTS WITH MECHANICAL AND ELECTRICAL

DOCUMENTS.

7. REFER TO SPECIFICATIONS MANUAL FOR ADDITIONAL INFORMATION.

8. ALL ROOF PENETRATIONS, INCLUDING BUT NOT LIMITED TO ROOF SUMPS,

DUCTWORK, PIPING, CONDUITM STEEL SUPPORTS AND ROOF CURBS, SHALL

BE INSTALLED PER THE APPROVED MANUFACTURER'S WARRANTED DETAIL,

AND WITH THE MANUFACTURER'S WARRANTIED DETAILS AND INSTRUCTIONS,

IN THE ABSENCE OF A MANUFACTURER'S DETAIL, AND WITH THE

MANUFACTURER'S ACCEPTANCE, COMPLY WITH THE MOST CURRENT

VERSION OF "THE NRCA ROOFING MANUAL: MEMBRANE ROOFING SYSTEMS"

9. SUBMIT SHOP DRAWINGS IN ACCORDANCE WITH SPECIFICATIONS

CONTAINING PROJECT SPECIFIC ROOFING DETAILS PRIOR TO INSTALLATION

OF ANY ROOFING.

10. ALL MEMBRANE ROOFING TO BE SLOPED AT 1/4" PER FOOT MINIMUM UNLESS

NOTED OTHERWISE.

11. SADDLES ARE REQUIRED AT ALL LOCATIONS INDICATED OR OTHERWISE NOT

INDICATED (I.E. MECHANICAL UNITS, EQUIPMENT CURBS, INSIDE CORNERS AT

PARAPET WALLS, ETC.) IN ORDER TO PROVIDE POSITIVE ROOF DRAINAGE.

SLOPE ALL SADDLES AT 1/2" PER FOOT MINIMUM UNLESS OTHERWISE NOTED.

12. CONTRACTOR TO COORDINATE EXACT LOCATION OF ALL EXHAUST AND

INTAKE EQUIPMENT, INCLUDING TOILET ROOM EXHAUST FANS, ETC., WITH

MECHANICAL DOCUMENTS.

13. PROVIDE AND INSTALL A ROOF WALKWAY PAD AT THE ROOF BELOW ALL

DOWNSPOUTS THAT TRANSITION TO THE ROOF SURFACE FOR ROOF

MEMBRANE PROTECTION. CONTRACTOR TO VERIFY EXACT LOCATION IN THE

FIELD.

14. PROVIDE AND INSTALL EXTERIOT TYPE SOLID WOOD BLOACKING AT ALL

TRANSITIONS AND EDGES UP TO THE HEIGHT OF THE INSULATION AND

INSTALL PER THE ROOF SYSTEM MANUFACTURER.

15. GUTTERS AND DOWNSPOUTS INDICATED FOR DESIGN INENT ONLY.

CONTRACTOR IS TO FIELD VERIFY THE LAYOUT AND RECEIVE APPROVAL

FROM ARCHITECT ON FINAL LOCATIONS.

16. AIR BARRIER TO BE CONTINOUSLY FLASHED AND SEALED AT ALL

PENETRATIONS.

17. ALL VERTICAL ROOF FLASHING TO BE 8" MINIMUM. ADJUST EXISTING

CONDITIONS AS REQUIRED TO ACHEIVE.

18. ALL EXISTING ROOF PENETRATIONS IN THE EXISTING CONCRETE SLAB DUE

TO DEMOLOTIONS ACTIVITIES NEED TO BE FILLED IN. ALL PENETRATIONS 2" IN

DIAMETER AND LESS NEED TO BE FIRESTOPPED [UL #]. ALL PENETRATIONS

GREATER THAN 2" DIAMETER NEED TO BE INFILLED WITH CONCRETE. REFER

TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION.

AB AB AB AB AB AB AB

DRAWN

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PROJECT

DATE ISSUED

SHEET

ISSUED FOR

FILE NUMBER

SHEET NUMBER

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ARCHITECTS

YEARS

:3 :0

A.102

AKA

Van Dyke Ave, Shelby Twp, MI

Shelby Twp Community

Building

Composite Second Floor Plan

NORTH

SCALE:

TRUE

NORTH

1/8" = 1'-0"A.102

1 Composite Second Floor Plan

10.18.2024 Schematic Design

05.16.2025 Site Plan Approval

05.19.2025 Design Development

08.22.2025 50% Construction Documents

SHELVES

S H

E L V

E S

S H

E L V

E S

S H

E L V

E S

WORK

COUNTER

W O

R K

C O

U N

T E

T O

O L

C A

G E

R A

C K

R A

C K

R A

C K

A.302

A.301

314 SF

PUBLIC TOILET

260 SF

STAIR

330 SF

ENGINEERING

2066 SF

GARAGE

3516 SF

GENERAL

STORAGE

82 SF

ELEVATOR

251 SF

STAIR

224 SF

LOBBY

64 SF

UNISEX

316 SF

CONFERENCE

452 SF

MECHANICAL /

ELECTRICAL

44 SF

JANITOR

109A

104B

108A

6' - 6" 8' - 5 1/8" 15' - 2 1/4" 16' - 4 7/8"

7/ 8"

110A

104C

A.1

C.1

A.721

M1.8

F1.1

P1.3

F1.1

P1.3 P1.3

M1.8

M1.12

M1.8

105A 105B

A.301

12' - 0"

M.O.

8' - 4"

6' - 0"

M.O.

3' - 4" 8" 49' - 0"

M .O

60' - 8"

103C

11' - 8" 13' - 8" 6' - 0"

M.O.

4' - 0" 15' - 4"

M.O.

3' - 4" 3' - 4"

60' - 8"

28' - 8" 32' - 0"

10' - 0" 18' - 8"

10' - 0"

/1 6"

9' - 11 1/8"

M .O

A.7212 3

A.721 6

A.721

27' - 0 3/4"

M.O.

3' - 4" 6' - 0"

6' - 8"

M.O.

3' - 4" 8' - 8"

A.501

D.9

1.4 1.3 1.2 1.1

106 SF

JANITOR

475 SF

STORAGE

106 SF

CHANGING

61 SF

UNISEX

106 SF

CHANGING

160 SF

SOUND / AV

311 SF

GREEN ROOM

159 SF

CONCESSIONS

A.721

A.501

A.721 6

A.302

A.301

105C

211A209B

205A

206A

208A

204A

202A

2047 SF

STUDIO

104 SF

OFFICE

89 SF

OFFICE

89 SF

OFFICE

143 SF

OFFICE

801 SF

STUDIO

STORAGE

35 SF

JANITOR

59 SF

WOMEN'S

RESTROOM

59 SF

MEN'S

RESTROOM

116 SF

SERVER

49 SF

CHANGING

378 SF

CONTROL

178 SF

BREAK ROOM

35 SF

HALLWAY

88 SF

WORK ROOM

5' - 4 7/8" 7' - 9 1/2" 8' - 1 7/8" 17' - 10 7/8" 5' - 4 7/8" 12' - 5 7/8"

1/ 2"

ROOF

1930 SF

251 SF

STAIR

82 SF

ELEVATOR

260 SF

STAIR

1316 SF

OPEN OFFICE

A.722

P1.3

F1.1

M1.8

P1.3

F1.1

7' - 8 3/4" 9' - 2 7/8" 9' - 2 7/8" 9' - 2 7/8" 11' - 0 7/8"

5/ 8"

A.301

P1.3

22' - 8" 6' - 0" 23' - 1 5/8"

51' - 9 5/8"

A.501

5' - 0"

D.9

1.4 1.3 1.2 1.1

7' - 8 3/4" 9' - 2 7/8" 10

/1 6"

A.722

A.7221

A.722

A.501

A.722

AB AB AB AB AB AB AB

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CHECKED

APPROVED

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PROJECT

DATE ISSUED

SHEET

ISSUED FOR

FILE NUMBER

SHEET NUMBER

FOUNDED 1994

ARCHITECTS

YEARS

:3 :1

A.103

AKA

Van Dyke Ave, Shelby Twp, MI

Shelby Twp Community

Building

Enlarged Floor Plans2

NORTH

SCALE:

TRUE

NORTH

1/8" = 1'-0"A.103

1 First Floor Enlarged Plan

NORTH

SCALE:

TRUE

NORTH

1/8" = 1'-0"A.103

2 Second Floor Enlarged Plan

05.16.2025 Site Plan Approval

05.19.2025 Design Development

08.22.2025 50% Construction Documents

NEW MECHANICALLY FASTENED SINGLE-PLY

ROOFING MEMBRANE OVER RECOVERY BOARD

ON RIGID INSULATION OVER METAL ROOF DECK

EXISTING STRUCTURE TO REMAIN

STEEL ANGLE SUPPORTS - REF.

STRUCTURAL DWGS.

ROOF CONDUCTOR - REF. MECH.

DWGS.

ROOF DRAIN MECHANICALLY

FASTENED TO BASE - REF. MECH.

DWGS.

OVERFLOW DRAIN PIPE AND

STRAINER (REF. MECHANICAL

DWGS.)

℄CONT. BEAD OF SEALANT

ST. STEEL CLAMP RING

FULLY ADHERED SINGLE-PLY

MEMBRANE PIPE FLASHING

SINGLE-PLY MEMBRANE WELDING

BASE FLASHING

MECHANICALLY FASTENED SINGLE-PLY

ROOFING MEMBRANE OVER RECOVERY

BD. ON RIGID INSULATION OVER METAL

ROOF DECK

FOIL TAPE TO DECK ALL

AROUND TO PREVENT AIR

LEAKAGE

MECHANICAL EQUIPMENT

ATTACHMENT BRACKET REFER TO

MECHANICAL DRAWINGS

2 PIECE COUNTER FLASHING AND

RECEIVER (SET PRIOR TO

MECHANICAL UNIT) SECURED WITH

NEOPRENE GASKETED #10 SCREW

FASTENERS AT 18" O.C.

CONC. SLAB OR INSULATION

FILLED ROOF CURB REFER

TO MECH. DRAWINGS

STEEL BEAM SUPPORT (REFER TO

STRUCTURAL DRAWINGS) AT HVAC

CURB LOCATIONS. COORDINATE

LOCATIONS WITH MECH.

CONTRACTOR.

A.201

A.1

C.1

O.S.R.S.

P E

E R

F O

O T

D.9

1.4 1.3 1.2 1.1

V A

L L

E Y

R.S.

O.S.

R I D G E

R.S.

O.S.

V A

L L E Y

V A

L L E Y

V A

L L

E Y

SLOPE 1/4"

PER FOOT

SLOPE 1/4"

PER FOOT

6.1

5.1

5.3

6.1

5.1

5.3

5.1

5.2

R.S.O.S.

R I D G E

R.S.

O.S.

R.S.

O.S.

V A

L L

E Y

V A

L L E Y

V A

L L E Y

V A

L L

E Y

SLOPE 1/4"

PER FOOT

SLOPE 1/4"

PER FOOT

6.1

5.3

5.1

5.3

6.1

5.1

5.3

5.2

R.S.O.S.

RC DOWN

CLEAR OPENING

2'-6" X 4'-6"

PREFABRICATED ROOF HATCH

MECHANICALLY FASTENED SINGLE-

PLY ROOFING MEMBRANE OVER

RECOVERY BD. ON RIGID INSULATION

OVER METAL ROOF DECK

STRUCTURAL STEEL REFER TO

STRUCTURAL DRAWINGS

STEEL ANGLE FRAME REFER TO

STRUCTURAL DRAWINGS

AB AB AB AB AB AB AB

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PROJECT

DATE ISSUED

SHEET

ISSUED FOR

FILE NUMBER

SHEET NUMBER

FOUNDED 1994

ARCHITECTS

YEARS

:3 :1

A.111

AKA

Van Dyke Ave, Shelby Twp, MI

Shelby Twp Community

Building

Composite Roof Plan2

SCALE: 1 1/2" = 1'-0"A.111

2 Section at Roof Sump With Overflow Drain

SCALE: 1 1/2" = 1'-0"A.111

3 Typical Pipe Through Roof

SCALE: 1 1/2" = 1'-0"A.111

4 Typical Roof Top Equipment Curbing

SCALE: 1/8" = 1'-0"A.111

1 Composite Roof Plan

SCALE: 1 1/2" = 1'-0"A.111

5 Section at Roof Hatch

10.18.2024 Schematic Design

05.16.2025 Site Plan Approval

05.19.2025 Design Development

08.22.2025 50% Construction Documents

LED HIGH BAY LIGHT FIXTURE

REFLECTED CEILING LEGEND

SYMBOL DESCRIPTION

2'X4' PARABOLIC LED

RECESSED DOWNLIGHT

SUPPLY AIR DIFFUCER

(SEE MECH. DWGS.)

EXTERIOR LIGHTING FIXTURE

RETURN AIR DIFFUCER

(SEE MECH. DWGS.)

GYPSUM WALL BOARD

(ACT-1) 2'X2' LAY-IN CEILING

SECURITY CAMERA

CONTROL JOINT

EXIT SIGN

SPRINKLER HEAD

PUBLIC TOILET

JANITOR

STORAGE

GARAGE

GENERAL

STORAGE

MECHANICAL /

ELECTRICAL

CONFERENCE

UNISEX

ELEVATOR

LOBBY

STAIR

JANITOR

ENGINEERING

STAIR

CONCESSIONS

OPEN TO STRUCTURE ABOVE

OPEN TO

STRUCTURE

ABOVE

9' - 0"

9' - 0" 9' - 0"

5/8" GYP.

BOARD - PAINT

5/8" GYP.

BOARD - PAINT

5/8" GYP.

BOARD -

PAINT

5/8" GYP.

BOARD - PAINT

OPEN TO

STRUCTURE

ABOVE

OPEN TO

STRUCTURE

ABOVE

9' - 0"

CHANGING

UNISEX

CHANGING

GREEN ROOM

A.1

C.1

CANOPY

5316 SF

OPEN TO

STRUCTURE

ABOVE

OPEN TO

STRUCTURE

ABOVE

160 SF

SOUND / AV

9' - 0"

D.9

1.4 1.3 1.2 1.1

8' - 6"

9' - 0"

STUDIO

OPEN OFFICE

OFFICE

STUDIO

STORAGE

CONTROL

BREAK ROOM

CHANGING

SERVER

HALLWAY

WORK ROOM

35 SF

JANITOR

59 SF

WOMEN'S

RESTROOM

59 SF

MEN'S

RESTROOM

9' - 0" 9' - 0"

9' - 0"

OPEN TO

STRUCTURE

ABOVE

5/8" GYP.

BOARD - PAINT

5/8" GYP.

BOARD - PAINT

OPEN TO

STRUCTURE

ABOVE

OPEN TO

STRUCTURE

ABOVE

9' - 0"

STAIR

ELEVATOR

STAIR

ROOF

9' - 0"

D.9

1.4 1.3 1.2 1.1

AB AB AB AB AB AB AB

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PROJECT

DATE ISSUED

SHEET

ISSUED FOR

FILE NUMBER

SHEET NUMBER

FOUNDED 1994

ARCHITECTS

YEARS

:3 :1

A.121

AKA

Van Dyke Ave, Shelby Twp, MI

Shelby Twp Community

Building

First and Second Floor Reflected Ceiling Plan

SCALE: 1/8" = 1'-0"A.121

1 First Floor Composite Ceiling Plan

SCALE: 1/8" = 1'-0"A.121

2 Second Floor Composite Ceiling Plan

10.18.2024 Schematic Design

05.19.2025 Design Development

08.22.2025 50% Construction Documents

TOILET ROOM ACCESSORY LEGEND

A 36" GRAB BAR

B 48" GRAB BAR

C 18" GRAB BAR

COAT HOOK

MIRROR

TOILET TISSUE DISPENSER, SURFACE MOUNTED

BABY CHANGING STATION

SANITARY NAPKIN DISPOSAL, SURFACE MOUNTED

PAPER TOWEL DISPENSER, SURFACE MOUNTED

SENSOR SOAP DISPENSER, WALL MOUNTED

DUAL HEIGHT, ADA ACCESSIBLE DRINKING FOUNTAIN, WALL MOUNTED

TOILET ACCESSORY NOTES:

1. PROVIDE CONCEALED WOOD BLOCKING (FIRE TREATED AS REQ'D) FOR ALL

WALL MOUNTED EQUIPMENT

2. SEE TYPICAL EQUIPMENT MOUNTING HEIGHTS FOR ADDITIONAL INFORMATION

3. SEE SPECIFICATIONS FOR TOILET PARTITIONS

M COUNTER GROMMET FOR TRASH BELOW

A.1316

A.1317

PUBLIC TOILET

A.131 6

B C

E D

15' - 0" 15' - 0"

1' - 2" 13' - 6" 8" 13' - 6" 1' - 2"

6' - 2" 5' - 0" 5' - 4" 5' - 0" 6' - 2"1' - 4" 1' - 4"

ARCHITECTURAL KEYNOTES

1.1

1.2

CAST IN PLACE CONCRETE FOUNDATION / WALL SYSTEM. REFER TO

STRUCTURAL DRAWINGS FOR FOOTING SIZES, BEARING DEPTH AND

REINFORCING REQUIREMENTS.

4" REINFORCED CONCRETE SLAB OVER VAPOR INTRUSION BARRIER SYSTEM

ON 6" GRANULAR FILL PREPARED IN ACCORDANCE WITH SOILS REPORT.

CONTINUOUS 4"x4'-0" RIGID PERIMETER INSULATION EXTEND HORIZONTAL

UNDER SLAB.

1.3

REFER TO STRUCTURAL DRAWINGS FOR ENTRANCE SLAB (TYPICAL).1.4

4" REINFORCED CONCRETE SLAB WITH EXPOSED TURNDOWN EDGE WITH

3/4" CHAMFER OVER VAPOR INTRUSION BARRIER SYSTEM ON 6" GRANULAR

FILL.

1.5

REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL STEEL JOISTS,

BEAMS, CHANNELS, TUBES, ANGLES, PLATES, COLUMNS, LINTELS, METAL

DECKING, SIZES AND REINFORCING REQUIREMENTS.

1.6

BURNISHED CMU BASE (GRADE BLOCK). PROVIDE SEALER ON ALL EXTERIOR

EXPOSED CMU.

1.7

2.1 4" NOMINAL CMU VENEER, COMMON RUNNING BOND OVER 2-3/4" AIR SPACE

WITH 2-1/2" RIGID INSULATION OVER FLUID APPLIED AIR BARRIER OVER 8"

CMU - REFER TO STRUCTURAL DRAWINGS FOR VERTICAL REINFORCING

AND GROUTING REQUIREMENTS. PROVIDE 1-1/2" CFMF FURRING WITH 5/8"

GYPSUM WALL BOARD PAINTED - TYPICAL.

2.2 PRE-FINISHED METAL PANEL SYSTEM 1 - DRY DESIGN 'BELLARA' TONGUE

AND GROOVE PLANKS OVER 3" HORIZ. METAL GIRTS OVER WITH AIR

SPACE WITH 2-1/2" RIGID INSULATION OVER FLUID APPLIED AIR BARRIER

OVER 8" CMU - REFER TO STRUCTURAL DRAWINGS FOR VERTICAL

REINFORCING AND GROUTING REQUIREMENTS. PROVIDE 1-1/2" CFMF

FURRING WITH 5/8" GYPSUM WALL BOARD PAINTED - TYPICAL.

2.3 PRE-FINISHED METAL PANEL SYSTEM 2 - BERRIDGEING. PANEL FW-1025

OVER 3" HORIZ. METAL GIRTS OVER 2-3/4" AIR SPACE WITH 2-1/2" RIGID

INSULATION OVER FLUID APPLIED AIR BARRIER OVER 8" CMU - REFER TO

STRUCTURAL DRAWINGS FOR VERTICAL REINFORCING AND GROUTING

REQUIREMENTS. PROVIDE 1-1/2" CFMF FURRING WITH 5/8" GYPSUM WALL

BOARD PAINTED - TYPICAL.

HOLLOW METAL DOOR AND FRAME WITH ASSOCIATED SIDE AND TOP

LITES.

3.1

WWS-1: ANODIZED ALUMINUM STORE FRONT SYSTEM, THERMALLY

BROKEN, WITH 1" INSULATED GLASS UNITS. PROVIDE SAFETY GLAZING

WHERE REQUIRED BY CODE.

3.4

SEE REFLECTED CEILING PLAN FOR CEILING SYSTEM AND SUSPENSION

GRID.

4.1

PROVIDE ALL FLASHING AND CONTINUOUS SEALANTS INCLUDING BACKER

BARS AROUND OPENINGS AND PENETRATIONS AS REQUIRED FOR A

WATERTIGHT SEAL.

3.3

2.4 PRE-FINISHED METAL PANEL SYSTEM 3 - BERRIDGEING PANEL FW-1025

OVER AIR BARRIER ON EXTERIOR SHEATHING OVER COLD FORMED

METAL FRAMING.

60 MIL. SINGLE-PLY, FULLY ADHERED, EPDM MEMBRANE ROOFING SYSTEM

OVER MINIMUM THREE (3) LAYERS OF 2" RIGID INSULATION. (MINIMUM

R-30), ON METAL DECK, SLOPE ROOF MINIMUM 1/4" PER FOOT TAPER TO

ROOF DRAINS AND OVERFLOW DRAINS.

5.1

MCM COPING OVER LAPPED EPDM ROOFING OVER EXTERIOR GRADE

PLYWOOD WITH 2x PRESSURE TREATED WOOD BLOCKING ANCHORED TO

NEW DECK EDGE. COLOR AS INDICATED ON DRAWINGS.

5.3

ROOF DRAIN WITH THROUGH WALL OVERFLOW STORM DRAIN AND

INTERIOR ROOF CONDUCTOR WITH EXTERIOR TRANSITION. SEE CIVIL

DRAWINGS FOR CONNECTION TO UNDERGROUND STORM SYSTEM

(TYPICAL).REFER TO PLUMBING DRAWINGS.

5.4

24" x 24" FULLY ADHERED RUBBER WALKWAY PADS AT 36" O.C.5.5

5.2 60 MIL. SINGLE-PLY, FULLY ADHERED, EPDM MEMBRANE ROOFING SYSTEM

OVER (1) LAYER OF PROTECTION BOARD ON METAL DECK, SLOPE ROOF

MINIMUM 1/4" PER FOOT TAPER TO ROOF DRAINS AND OVERFLOW DRAINS.

REFER TO MECHANICAL DRAWINGS FOR PLUMBING AND MECHANICAL

SYSTEMS AS SPECIFIED.

6.1

REFER TO ELECTRICAL DRAWINGS FOR ELECTRICAL SYSTEMS AS

SPECIFIED.

6.2

PRE-MANUFACTURED, PRE-FINISHED, STEEL SHIPS LADDER WITH NON-

SLIP NOSING, GUARD RAIL AND HAND RAIL SYSTEM WITH

PRE-MANUFACTURED, PRE-FINISHED, FIXED CURB MOUNTED ROOF

HATCH.

5.6

PRE-FINISHED INSULATED GARAGE DOOR SYSTEM. SEE DOOR SCHEDULE

FOR DETAILS.

3.2

OPEN TO BEYOND P-2P-2

P-2HDPE TOILET

PARTITIONS FLOOR

MOUNTED

OVERHEAD BRACED

F F

P-2

SOLID SURFACE

COUNTERTOP

AND 4" RETURN

(SSM-1) AND

UNDERMOUNTED

SINKS

P-2P-2

OPEN TO BEYOND

P-2 P-2

A.13112 10

UNISEX

8' - 1 1/2"

P1.3

P1.3 J

B G

BASE TRIM PT-2

P-2

BASE TRIM PT-2

P-2

D E

BASE TRIM PT-2

P-2

BASE TRIM PT-2

P-2

A.131

A.131 15

7' - 4 5/8"

WOMEN'S

RESTROOM

MEN'S

RESTROOM

206 SIM.

SIM.

P1.3

B C D E

B C D

BASE TRIM PT-2

P-2

BASE TRIM PT-2

P-2P-2

BASE TRIM PT-2

DE B

BASE TRIM PT-2

P-2

BASE TRIM PT-2

A.131 21

UNISEX

F A

P-1

BASE TRIM PT-2BASE TRIM PT-2

P-1

D E

BASE TRIM PT-2

PT-3

BASE TRIM PT-2

P-1

G K

AB AB AB AB AB AB AB

DRAWN

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PROJECT

DATE ISSUED

SHEET

ISSUED FOR

FILE NUMBER

SHEET NUMBER

FOUNDED 1994

ARCHITECTS

YEARS

:3 :3

A.131

Approver

Checker

AKA

Van Dyke Ave, Shelby Twp, MI

Shelby Twp Community

Building

Enlarged Toilet Room Plans

SCALE: 3/8" = 1'-0"A.131

1 Enlarged Toilet Room Plans

SCALE: 3/8" = 1'-0"A.131

2 Public Toilet - Room 114

SCALE: 3/8" = 1'-0"A.131

5 Public Toilet - Room 114

SCALE: 3/8" = 1'-0"A.131

3 Public Toilet - Room 114

SCALE: 3/8" = 1'-0"A.131

6 Public Toilet - Room 114

SCALE: 3/8" = 1'-0"A.131

4 Public Toilet - Room 113

SCALE: 3/8" = 1'-0"A.131

7 Public Toilet - Room 113

SCALE: 3/8" = 1'-0"A.131

8 Enlarged Toilet Room Plan

SCALE: 3/8" = 1'-0"A.131

9 Unisex - Room 109

SCALE: 3/8" = 1'-0"A.131

10 Unisex - Room 109

SCALE: 3/8" = 1'-0"A.131

11 Unisex - Room 109

SCALE: 3/8" = 1'-0"A.131

12 Unisex - Room 109

SCALE: 3/8" = 1'-0"A.131

13 Enlarged Toilet Room Plans

SCALE: 3/8" = 1'-0"A.131

14 Women's Restroom - Room 205

SCALE: 3/8" = 1'-0"A.131

15 Women's Restroom - Room 205

SCALE: 3/8" = 1'-0"A.131

16 Women's Restroom - Room 205

SCALE: 3/8" = 1'-0"A.131

17 Women's Restroom - Room 205

SCALE: 3/8" = 1'-0"A.131

18 Men's Restroom - Room 206

SCALE: 3/8" = 1'-0"A.131

19 Enlarged Toilet Room Plan

SCALE: 3/8" = 1'-0"A.131

20 Unisex - Room 120

SCALE: 3/8" = 1'-0"A.131

21 Unisex - Room 120

SCALE: 3/8" = 1'-0"A.131

22 Unisex - Room 120

SCALE: 3/8" = 1'-0"A.131

23 Unisex - Room 120

05.19.2025 Design Development

08.22.2025 50% Construction Documents

FINISH MATERIAL KEY

CONC-1 STAINED CONCRETE

CPT-3 CARPET TILE

TL - TILE

LVT-1 LUXURY VINYL TILE

LVT-2 LUXURY VINYL TILE

TRANSITION STRIP - SEE FINISH SCHEDULE

LEGEND

XX - X

XX - XXX - X

FLOOR

TRANSITION

BASE

WALL

XX - X

ALIGN

EXTENT OF FINISH MATERIAL

CPT-2 CARPET TILE

CPT-1 CARPET TILE

DIRECTIONAL TRANSITION - SEE FINISH SCHEDULE

CPT-2

RB-2

P-2

CPT-2

RB-2

P-2

CPT-2

RB-2

P-2

CPT-2

RB-2

P-2

CPT-1

RB-1

P-1

CPT-1

RB-1

P-1

LVT-1

RB-3

P-1

LVT-1

RB-3

P-2

CPT-1

RB-1

P-1

CONC-1

RB-3

P-2

LVT-1

RB-3

P-1

CPT-1

RB-1

P-1

CONC-1

P-2

PT-1

PT-2

P-2

PT-1

PT-2

P-2

STUDIO

OPEN OFFICE

OFFICE

STUDIO

STORAGE

JANITOR

WOMEN'S

RESTROOM

MEN'S

RESTROOM

SERVER

CHANGING

CONTROL

BREAK ROOM

HALLWAY

WORK ROOM

STAIR

ELEVATOR

STAIR

LVT-1

RB-3

P-1

CPT-2

RB-2

P-1

CONC-1

P-1

PT-1

PT-2

P-1

CONC-1

P-1

CONC-1

P-1

CONC-1

P-2

LVT-1

RB-3

P-1

CONC-2

CONC-1

P-2

CONC-1

P-2

CONC-1

P-2

LVT-1

RB-3

P-1

CONC-1

P-1

LVT-1

RB-3

P-1

LVT-1

RB-3

P-1

LVT-1

RB-3

P-1

LVT-1

RB-3

P-1

PT-1

PT-2

P-1

LVT-1

RB-3

P-1

CONC-1

RB-3

P-1

PUBLIC TOILET

JANITOR

STORAGE

STAIR

ENGINEERING

GARAGE

GENERAL

STORAGE

ELEVATOR

STAIR

LOBBY

UNISEX

CONFERENCE

MECHANICAL /

ELECTRICAL

JANITOR

CONCESSIONS

CHANGING

UNISEX

CHANGING

SOUND / AV

GREEN ROOM

STAGE

HALLWAY

FINISH KEY

ACOUSTICAL CEILING PANELS

ACP1 USE

TBDMANUF:

TBDSTYLE:

24" X 24"SIZE:

TBDEDGE:

TBDCOLOR:

TBDGRID:

TBDGRID COLOR:

TBDCONTACT:

CARPET / CARPET TILE

CPT1 USE

TBDMANUF:

TBDSTYLE:

TBDSIZE:

TBDCOLOR:

TBDBACKING:

TBDTREATMENTS:

TBDCONTACT:

TBDINSTALL:

CONCRETE

CONC1 USE

TBDMANUF:

TBDSTYLE:

TBDTHICKNESS:

TBDCOLOR:

POLISHEDFINISH:

TBDCONTACT:

P2 USE

TBDMANUF:

TBDCOLOR:

TBDFINISH:

RESILIENT BASE

RB1 USE

TBDMANUF:

TBDSERIES:

TBDSTYLE:

TBDSIZE:

TBDCOLOR:

RESILIENT FLOORING

LVT1 USE

TBDCOMPOSITION:

TBDMANUF:

TBDSTYLE:

TBDSIZE:

TBDCOLOR:

TBDCONTACT:

SOLID SURFACING MATERIAL

SSM1 USE

TBDMANUF:

TBDPATTERN:

TBDFINISH:

TBDTHICKNESS:

TBDCONTACT:

TILE

PT1 USE

TBDCOMPOSITION:

TBDMANUF:

TBDSTYLE:

TBDCOLOR:

TBDFINISH

TBDSIZE:

TBDCONTACT:

TBDGRT MANUF:

TBDGRT COLOR:

TBDJOINT WIDTH:

TBDINSTALL:

TRANSITION TRIM

TRT1 USE

TBDCOMPOSITION:

TBDMANUF:

TBDSTYLE:

TBDCOLOR:

TBDSIZE:

TBDCONTACT:

TBDINSTALL:

WINDOW TREATMENTS

WT1 USE

TBDTYPE:

TBDMANUF:

TBDSTYLE:

TBDCOLOR:

TBDOPENNESS:

TBDWIDTH:

TBDCONTACT:

TBDINSTALL:

CPT2 USE

TBDMANUF:

TBDSTYLE:

TBDSIZE:

TBDCOLOR:

TBDBACKING:

TBDTREATMENTS:

TBDCONTACT:

TBDINSTALL:

PAINT

P1 USE

TBDMANUF:

TBDCOLOR:

TBDFINISH:

RB2 USE

TBDMANUF:

TBDSERIES:

TBDSTYLE:

TBDSIZE:

TBDCOLOR:

RB3 USE

TBDMANUF:

TBDSERIES:

TBDSTYLE:

TBDSIZE:

TBDCOLOR:

TILE BASE

PT2 USE

TBDCOMPOSITION:

TBDMANUF:

TBDSTYLE:

TBDCOLOR:

TBDFINISH

TBDSIZE:

TBDCONTACT:

TBDGRT MANUF:

TBDGRT COLOR:

TBDJOINT WIDTH:

TBDINSTALL:

CONC2 USE

TBDMANUF:

TBDSTYLE:

TBDTHICKNESS:

TBDCOLOR:

UNFINISHEDFINISH:

TBDCONTACT:

AB AB AB AB AB AB AB

DRAWN

CHECKED

APPROVED

KEY PLAN

P R

O J

248.814.9160

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Do not scale Use figured dimensions only

PROJECT

DATE ISSUED

SHEET

ISSUED FOR

FILE NUMBER

SHEET NUMBER

FOUNDED 1994

ARCHITECTS

YEARS

:3 :3

A.141

AKA

Van Dyke Ave, Shelby Twp, MI

Shelby Twp Community

Building

Finish Floor Plan2

SCALE: 1/8" = 1'-0"A.141

2 Second Floor Finish Plan

SCALE: 1/8" = 1'-0"A.141

1 First Floor Finish Plan

10.18.2024 Schematic Design

05.19.2025 Design Development

08.22.2025 50% Construction Documents

TMGB

R A

C K

R A

C K

M T

SHELVES

S H

E L V

E S

S H

E L V

E S

S H

E L V

E S

WORK

COUNTER

W O

R K

C O

U N

T E

T O

O L

C A

G E

R A

C K

A.302

A.301

A.722

A.301

2047 SF

STUDIO

104 SF

OFFICE

89 SF

OFFICE

89 SF

OFFICE

143 SF

OFFICE

801 SF

STUDIO

STORAGE

35 SF

JANITOR

59 SF

WOMEN'S

RESTROOM

59 SF

MEN'S

RESTROOM

116 SF

SERVER

49 SF

CHANGING

378 SF

CONTROL

178 SF

BREAK ROOM

35 SF

HALLWAY

88 SF

WORK ROOM

ROOF

1930 SF

251 SF

STAIR

82 SF

ELEVATOR

260 SF

STAIR

1316 SF

OPEN OFFICE

(10) 7' x 7' OFFICE SPACES

D.9

1.4 1.3 1.2 1.1

3' - 0" 2' - 8"

2' - 1"

A.722

6TV TV TV

A.7221

A.722

A.302

A.301

A.1

C.1

A.721

A.301

A.7212 3

A.721 6

A.721

314 SF

PUBLIC TOILET

260 SF

STAIR

330 SF

ENGINEERING

2066 SF

GARAGE

3516 SF

GENERAL

STORAGE

82 SF

ELEVATOR

251 SF

STAIR

224 SF

LOBBY

64 SF

UNISEX

316 SF

CONFERENCE

452 SF

MECHANICAL /

ELECTRICAL

44 SF

JANITOR

CRSS

D.9

1.4 1.3 1.2 1.1

MIRROR

11' - 4"

TV MIRROR

A.721

R O

3' - 0"

5' - 3 1/4" 5' - 3 1/4"

9' - 5 3/8"

/1 6"

A.721

AB AB AB AB AB AB AB

DRAWN

CHECKED

APPROVED

KEY PLAN

P R

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Do not scale Use figured dimensions only

PROJECT

DATE ISSUED

SHEET

ISSUED FOR

FILE NUMBER

SHEET NUMBER

FOUNDED 1994

ARCHITECTS

YEARS

:3 :4

A.151

AKA

Van Dyke Ave, Shelby Twp, MI

Shelby Twp Community

Building

FFE Plan2

NORTH

SCALE:

TRUE

NORTH

1/8" = 1'-0"A.151

1 First Floor Office Enlarged Plan

NORTH

SCALE:

TRUE

NORTH

1/8" = 1'-0"A.151

2 Second Floor Office Enlarged Plan

05.16.2025 Site Plan Approval

05.19.2025 Design Development

08.22.2025 50% Construction Documents

FIRST FLOOR

EL. 100' - 0"

SECOND FLOOR

EL. 117' - 4"

EL. 124' - 0"

T.O. PARAPET

STAGE

OPEN OPEN

LIGHT GRAY CMU VENEER

DARK GRAY CMU VENEER

WOOD GRAIN METAL PANEL

GRAY METAL PANEL

A.503

B.O. LOW ROOF

EL. 114' - 8"

T.O. MAS

EL. 134' - 8"

FIRST FLOOR

EL. 100' - 0"

SECOND FLOOR

EL. 117' - 4"

STAGE 8'X8' OVERHEAD ROLLING DOOR

LIGHT GRAY CMU VENEER

DARK GRAY CMU VENEER

STEEL PORTAL FRAME ON

CONCRETE BASE

COILING

COUNTERTOP

SERVICE DOOR

WOOD GRAIN METAL PANEL 6

GRAY METAL PANEL 7

EL. 135' - 0"

T.O. BANDSHELL

A.503

B.O. LOW ROOF

EL. 114' - 8"

/1 6"

1/ 8"

T.O. MAS

EL. 134' - 8"

FIRST FLOOR

EL. 100' - 0"

SECOND FLOOR

EL. 117' - 4"

10'X14' OVERHEAD ROLLING DOOR 20'X14' OVERHEAD ROLLING DOOR 10'X14' OVERHEAD

ROLLING DOOR

LIGHT GRAY CMU VENEER

DARK GRAY CMU VENEER 1

WOOD GRAIN METAL PANEL 6

B.O. LOW ROOF

EL. 114' - 8"

T.O. MAS

EL. 134' - 8"

FIRST FLOOR

EL. 100' - 0"

SECOND FLOOR

EL. 117' - 4"

STAGE

LIGHT GRAY CMU VENEER

DARK GRAY CMU VENEER

STEEL PORTAL FRAME

ON CONCRETE BASE

WOOD GRAIN METAL PANEL 6

B.O. LOW ROOF

EL. 114' - 8"

C M

T 4'

M U

S M

O O

T H

T.O. MAS

EL. 134' - 8"

ARCHITECTURAL KEYNOTES

1.1

1.2

CAST IN PLACE CONCRETE FOUNDATION / WALL SYSTEM. REFER TO

STRUCTURAL DRAWINGS FOR FOOTING SIZES, BEARING DEPTH AND

REINFORCING REQUIREMENTS.

4" REINFORCED CONCRETE SLAB OVER VAPOR INTRUSION BARRIER SYSTEM

ON 6" GRANULAR FILL PREPARED IN ACCORDANCE WITH SOILS REPORT.

CONTINUOUS 4"x4'-0" RIGID PERIMETER INSULATION EXTEND HORIZONTAL

UNDER SLAB.

1.3

REFER TO STRUCTURAL DRAWINGS FOR ENTRANCE SLAB (TYPICAL).1.4

4" REINFORCED CONCRETE SLAB WITH EXPOSED TURNDOWN EDGE WITH

3/4" CHAMFER OVER VAPOR INTRUSION BARRIER SYSTEM ON 6" GRANULAR

FILL.

1.5

REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL STEEL JOISTS,

BEAMS, CHANNELS, TUBES, ANGLES, PLATES, COLUMNS, LINTELS, METAL

DECKING, SIZES AND REINFORCING REQUIREMENTS.

1.6

BURNISHED CMU BASE (GRADE BLOCK). PROVIDE SEALER ON ALL EXTERIOR

EXPOSED CMU.

1.7

2.1 4" NOMINAL CMU VENEER, COMMON RUNNING BOND OVER 2-3/4" AIR SPACE

WITH 2-1/2" RIGID INSULATION OVER FLUID APPLIED AIR BARRIER OVER 8"

CMU - REFER TO STRUCTURAL DRAWINGS FOR VERTICAL REINFORCING

AND GROUTING REQUIREMENTS. PROVIDE 1-1/2" CFMF FURRING WITH 5/8"

GYPSUM WALL BOARD PAINTED - TYPICAL.

2.2 PRE-FINISHED METAL PANEL SYSTEM 1 - DRY DESIGN 'BELLARA' TONGUE

AND GROOVE PLANKS OVER 3" HORIZ. METAL GIRTS OVER WITH AIR

SPACE WITH 2-1/2" RIGID INSULATION OVER FLUID APPLIED AIR BARRIER

OVER 8" CMU - REFER TO STRUCTURAL DRAWINGS FOR VERTICAL

REINFORCING AND GROUTING REQUIREMENTS. PROVIDE 1-1/2" CFMF

FURRING WITH 5/8" GYPSUM WALL BOARD PAINTED - TYPICAL.

2.3 PRE-FINISHED METAL PANEL SYSTEM 2 - BERRIDGEING. PANEL FW-1025

OVER 3" HORIZ. METAL GIRTS OVER 2-3/4" AIR SPACE WITH 2-1/2" RIGID

INSULATION OVER FLUID APPLIED AIR BARRIER OVER 8" CMU - REFER TO

STRUCTURAL DRAWINGS FOR VERTICAL REINFORCING AND GROUTING

REQUIREMENTS. PROVIDE 1-1/2" CFMF FURRING WITH 5/8" GYPSUM WALL

BOARD PAINTED - TYPICAL.

HOLLOW METAL DOOR AND FRAME WITH ASSOCIATED SIDE AND TOP

LITES.

3.1

WWS-1: ANODIZED ALUMINUM STORE FRONT SYSTEM, THERMALLY

BROKEN, WITH 1" INSULATED GLASS UNITS. PROVIDE SAFETY GLAZING

WHERE REQUIRED BY CODE.

3.4

SEE REFLECTED CEILING PLAN FOR CEILING SYSTEM AND SUSPENSION

GRID.

4.1

PROVIDE ALL FLASHING AND CONTINUOUS SEALANTS INCLUDING BACKER

BARS AROUND OPENINGS AND PENETRATIONS AS REQUIRED FOR A

WATERTIGHT SEAL.

3.3

2.4 PRE-FINISHED METAL PANEL SYSTEM 3 - BERRIDGEING PANEL FW-1025

OVER AIR BARRIER ON EXTERIOR SHEATHING OVER COLD FORMED

METAL FRAMING.

60 MIL. SINGLE-PLY, FULLY ADHERED, EPDM MEMBRANE ROOFING SYSTEM

OVER MINIMUM THREE (3) LAYERS OF 2" RIGID INSULATION. (MINIMUM

R-30), ON METAL DECK, SLOPE ROOF MINIMUM 1/4" PER FOOT TAPER TO

ROOF DRAINS AND OVERFLOW DRAINS.

5.1

MCM COPING OVER LAPPED EPDM ROOFING OVER EXTERIOR GRADE

PLYWOOD WITH 2x PRESSURE TREATED WOOD BLOCKING ANCHORED TO

NEW DECK EDGE. COLOR AS INDICATED ON DRAWINGS.

5.3

ROOF DRAIN WITH THROUGH WALL OVERFLOW STORM DRAIN AND

INTERIOR ROOF CONDUCTOR WITH EXTERIOR TRANSITION. SEE CIVIL

DRAWINGS FOR CONNECTION TO UNDERGROUND STORM SYSTEM

(TYPICAL).REFER TO PLUMBING DRAWINGS.

5.4

24" x 24" FULLY ADHERED RUBBER WALKWAY PADS AT 36" O.C.5.5

5.2 60 MIL. SINGLE-PLY, FULLY ADHERED, EPDM MEMBRANE ROOFING SYSTEM

OVER (1) LAYER OF PROTECTION BOARD ON METAL DECK, SLOPE ROOF

MINIMUM 1/4" PER FOOT TAPER TO ROOF DRAINS AND OVERFLOW DRAINS.

REFER TO MECHANICAL DRAWINGS FOR PLUMBING AND MECHANICAL

SYSTEMS AS SPECIFIED.

6.1

REFER TO ELECTRICAL DRAWINGS FOR ELECTRICAL SYSTEMS AS

SPECIFIED.

6.2

PRE-MANUFACTURED, PRE-FINISHED, STEEL SHIPS LADDER WITH NON-

SLIP NOSING, GUARD RAIL AND HAND RAIL SYSTEM WITH

PRE-MANUFACTURED, PRE-FINISHED, FIXED CURB MOUNTED ROOF

HATCH.

5.6

PRE-FINISHED INSULATED GARAGE DOOR SYSTEM. SEE DOOR SCHEDULE

FOR DETAILS.

3.2

AB AB AB AB AB AB AB

DRAWN

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APPROVED

KEY PLAN

P R

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248.814.9160

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Do not scale Use figured dimensions only

PROJECT

DATE ISSUED

SHEET

ISSUED FOR

FILE NUMBER

SHEET NUMBER

FOUNDED 1994

ARCHITECTS

YEARS

:3 :5

A.201

AKA

Van Dyke Ave, Shelby Twp, MI

Shelby Twp Community

Building

Building Elevations2

SCALE: 1/8" = 1'-0"A.201

1 Exterior Elevation - North

SCALE: 1/8" = 1'-0"A.201

2 Exterior Elevation - South

SCALE: 1/8" = 1'-0"A.201

3 Exterior Elevation - East

SCALE: 1/8" = 1'-0"A.201

4 Exterior Elevation - West

10.18.2024 Schematic Design

05.16.2025 Site Plan Approval

05.19.2025 Design Development

08.22.2025 50% Construction Documents

A.731

BASE TRIM RB-2

P-1

SOLID SURFACE

COUNTERTOP AND

4" RETURN (SSM-1)

PLASTIC LAMINATE

LOWER CABINETS

(PLAM-1)

85" TV MONITOR N.I.C.

EQEQ

4' - 4 11/16"3' - 0"3' - 0"

14' - 9 3/8"

BASE TRIM RB-3

P-1 9'

2' - 0"

"1' - 2"

BASE TRIM RB-3

P-1

SOLID SURFACE

COUNTERTOP AND

4" RETURN (SSM-1)

PLASTIC LAMINATE

LOWER CABINETS

(PLAM-1)

A.7319'

1' - 2"

11' - 7 3/4"

2' - 6" 10" 1' - 11 5/8"

2' - 0"

BASE TRIM RB-3

P-1

SOLID SURFACE

COUNTERTOP AND

4" RETURN (SSM-1)

PLASTIC LAMINATE

LOWER CABINETS

(PLAM-1)

A.731

7' - 5"

2' - 0" 5" 2' - 0" 2' - 6" 2' - 6"

UNDERCOUNTER

MOUNTED L-SHAPE

BRACKETS, BASIS OF

DESIGN: STANDARD

FRONT MOUNT

COUNTERTOP L

BRACKET BY IRON

SUPPORTS

P-1

2' - 0"

P-1

2' - 0" 1' - 9 1/8" 1' - 6 7/8"

P-1

LIGHTED MIRROR,

BASIS OF DESIGN:

EYLA LED LIGHTED

MIRROR BY

ELECTRIC MIRROR

A.731

P-1P-1

U/C FRIDGE

N.I.C.

EQ EQ

2' - 0" 6' - 0" 2' - 0" 1' - 6" 3' - 4 7/8" 1' - 6"

16' - 4 7/8"

LIGHTED MIRROR,

BASIS OF DESIGN:

EYLA LED LIGHTED

MIRROR BY

ELECTRIC MIRROR

UNDERCOUNTER

MOUNTED L-SHAPE

BRACKETS, BASIS OF

DESIGN: STANDARD

FRONT MOUNT

COUNTERTOP L

BRACKET BY IRON

SUPPORTS

43" TV MONITOR

N.I.C.

3' - 0 1/4"0"

3' - 5 5/8"

6' - 0" 7' - 0 1/2"

3' - 0" 3' - 0"

P-1

6" 2'

13' - 0 1/2"

P-1

SOLID SURFACE

COUNTERTOP AND

4" RETURN (SSM-1)

PLASTIC LAMINATE

SKIRT (PLAM-1)

PT-3

3' - 10 5/8" 9' - 1 7/8"

13' - 0 1/2"

0" 4'

EQ EQ EQ EQ

TV MONITOR N.I.C.

P-1

EQEQ

4' - 2 5/8"

RECESSED

EXTERIOR TV

65" TV MONITOR

N.I.C.

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

10' - 0"

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

10' - 0"

OPENING

3' - 8 1/8"

AB AB AB AB AB AB AB

DRAWN

CHECKED

APPROVED

KEY PLAN

P R

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248.814.9160

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Do not scale Use figured dimensions only

PROJECT

DATE ISSUED

SHEET

ISSUED FOR

FILE NUMBER

SHEET NUMBER

FOUNDED 1994

ARCHITECTS

YEARS

:3 :4

A.721

AKA

Van Dyke Ave, Shelby Twp, MI

Shelby Twp Community

Building

Interior Elevations2

SCALE: 3/8" = 1'-0"A.721

5 Conference - Room 110

SCALE: 3/8" = 1'-0"A.721

2 Concessions - Room 108

SCALE: 3/8" = 1'-0"A.721

3 Concessions - Room 108

SCALE: 3/8" = 1'-0"A.721

4 Concessions - Room 108

SCALE: 3/8" = 1'-0"A.721

6 Changing Room - Room 119

SCALE: 3/8" =…

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