24130 MAC ISLAND VISITOR CENTER - DRAWINGS.pdf

PDF 24 MB Posted

Attached to
751/24130. ABG; Mackinac Island Visitor Center
Solicitation number
RFQ-171-250000000243-3
Issued by
Macomb County, Mcbride Village, Michigan

About this file

This document is an architectural and engineering drawing set for the Mackinac Island Visitor Center Redesign project, prepared by McSA Group, Inc. for the Michigan Department of Technology, Management and Budget's State Facilities Administration Design and Construction Division. The project involves a comprehensive renovation of an existing facility located at 7200 Lake Shore Drive on Mackinaw Island, focusing on interior remodeling of a multi-story building that includes retail, museum, and support spaces. The drawings cover detailed architectural, mechanical, plumbing, and electrical plans for demolition and new construction, with specific attention to floor plans, lighting, power systems, and fixture installations across basement, first, and second floors.

The drawings specify technical details for comprehensive system upgrades, including new electrical panels, mechanical equipment, plumbing fixtures, and lighting installations. The project involves relocating and upgrading existing infrastructure while maintaining the building's historical character, with particular emphasis on accessibility, code compliance, and functional improvements. The design incorporates modern amenities such as new shelving, transfer grilles, electric heaters, exhaust fans, and updated electrical and mechanical systems. The project appears to be funded through state facilities management and is designed to enhance the visitor experience while modernizing the building's core systems and interior spaces.

View the file

Other files

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

M C

SA

G

R O

U P, IN

C

A rc hi te ct ur e

Pa rk

R ec re at io n

Pl an ni ng

L an ds ca pe

A rc hi te ct ur e

(6

)4

-3 w w .m cs ag ro up

.c om

G re en w oo d

A ve nu e

S.

E

E as t G ra nd

R ap id s, M I 4

D ow nt ow n Pl an

In te ri or

D es ig n

Sp or ts

F ac ili ty

P la nn in g

D

EP

A R

TM

EN

T O

F

TE

C H

N O

LO

G

Y , M

A N

A G

EM

EN

T A

N D

B U

D G

ET

ST

A

TE

O

F M

IC

H

IG

A

N

A D

A M

P . L

A C

H , R

A , D

IR

EC

TO

R

ST

A

TE

F

A C

IL

IT

IE

S

A D

M

IN

IS

TR

A

TI

O N

D

ES

IG

N

A N

D C

O N

ST

R

U C

TI

O

N D

IV

IS

IO

N

PROJECT LOCATION

Mackinac Island State Park Commission 207 W. Sinclair Mackinaw City, MI 49701

529 Greenwood Ave SE E Grand Rapids, MI 49506 616-451-3346

1601 E Cesar E Chavez Ave Lansing, MI 48906 517-487-2511

T1 TITLE SHEET

CODE SHEET

A0.1 FIRST FLOOR DEMOLITION PLAN

A0.2 FIRST FLOOR DEMOLITION DETAILS

A1.1 FIRST FLOOR PLAN

A2.1 FIRST FLOOR REFLECTED CEILING PLAN

A4.1 PARTIAL BLDG SECTIONS

A4.2 PARTIAL BLDG SECTIONS

A6.1 INTERIOR ELEVATIONS

A6.2 INTERIOR ELEVATIONS & DETAILS

A6.3 INTERIOR DETAILS & SCHEDULES

A6.4 MATERIAL FINISH SCHEDULE & DETAILS

A6.5 FURNITURE PLAN

A6.6 FURNITURE PLAN

A6.7 INTERIOR ELEVATIONS

P-100 PLUMBING SYMBOLS, NOTES, ABBREVIATIONS, AND SCHEDULES

P-300 BASEMENT FLOOR PLAN - PLUMBING DEMOLITION

P-301 FIRST FLOOR PLAN - PLUMBING DEMOLITION

P-400 BASEMENT FLOOR PLAN - PLUMBING NEW

P-401 FIRST FLOOR PLAN - PLUMBING NEW

M-100 MECHANICAL SYMBOLS, NOTES, ABBREVIATIONS, AND SCHEDULES

M-300 FIRST FLOOR PLAN - MECHANICAL DEMOLITION

M-400 FIRST FLOOR PLAN - MECHANICAL NEW

E-100 ELECTRICAL SYMBOLS, NOTES, AND ABBREVIATIONS

E-300 ELECTRICAL BASEMENT FLOOR PLAN - DEMOLITION

E-301 ELECTRICAL FIRST FLOOR PLAN - DEMOLITION

E-302 ELECTRICAL SECOND FLOOR PLAN - DEMOLITION

E-400 ELECTRICAL BASEMENT FLOOR PLAN - LIGHTING

E-401 ELECTRICAL FIRST FLOOR PLAN - LIGHTING

E-500 ELECTRICAL BASEMENT FLOOR PLAN - POWER

E-501 ELECTRICAL FIRST FLOOR PLAN - POWER

E-502 ELECTRICAL SECOND FLOOR PLAN - POWER

E-600 ELECTRICAL RISER AND PANEL SCHEDULES

DEDUCTIVE ALTERNATES:

1. OWNER TO INSTALL RETAIL FURNISHINGS.

2. OWNER TO DEMOLISH MUSEUM BUILD-OUT

DETAILED ON SHEET A0.2.

SA

G

R O

U P, IN

C

A rc hi te ct

R ec re at io n

Pl an ds ca pe

A rc hi te ct ur e

(6

)4

-3 w .m cs ag ro up

.c om

G re en w oo d

A ve nu e

S.

E

E as t G ra nd

R ap id s, M I 4

D ow nt ow n Pl an ri or

D es ts

F ac ili ty

P la nn in g

D

EP

A R

TM

EN

T O

F

TE

C H

N O

LO

G

Y , M

A N

A G

EM

EN

T A

N D

B U

D G

ET

ST

A

TE

O

F M

IC

H

IG

A

N

A D

A M

P . L

A C

H , R

A , D

IR

EC

TO

R

ST

A

TE

F

A C

IL

IT

IE

S

A D

M

IN

IS

TR

A

TI

O N

D

ES

IG

N

A N

D C

O N

ST

R

U C

TI

O

N D

IV

IS

IO

N

BUILDING 2015 MICHIGAN BUILDING CODE

2015 MICHIGAN REHABILITATION CODE

MECHANICAL 2021 MICHIGAN MECHANICAL CODE

PLUMBING 2021 MICHIGAN PLUMBING CODE

ELECTRICAL 2023 NATIONAL ELECTRICAL CODE &

MICHIGAN PART 8 ELECTRICAL RULES

ENERGY 2015 MICHIGAN UNIFORM ENERGY CODE

FIRE 2012 INTERNATIONAL FIRE CODE

ACCESSIBILITY 2015 MBC, 1966 PA 1 MCL 125.1351 TO 125.1356;

ICC/ANSI A117.1

51' TRAVEL DISTANCE

51' TRAVEL DISTANCE 23' TRAVEL

DISTANCE

27' TRAVEL

DISTANCE

44' TRAVEL

DISTANCE

30' TO EXTERIOR

DOOR

33 OCCUPANTS

RETAIL

1,043 SQFT

OLF 60

18 OCCUPANT

MUSEUM

404 SQFT

OLF 30 NET

14 OCCUPANT

MERC STOR

110 SQFT

OLF 300

1 OCCUPANT

ASSEMBLY

960 SQFT

OLF 15

64 OCCUPANT

44' TRAVEL

DISTANCE

RESIDENTIAL

358 SQFT

OLF 200

2 OCCUPANT

33 OCCUPANTS

33 OCCUPANTS26 OCCUPANTS

7 OCCUPANTS

LEVEL 2 ALTERATION - RECONFIGURATION OF SPACE, THE ADDITION OR

ELIMINATION OF ANY DOOR OR WINDOW, THE RECONFIGURATION OR EXTENSION

OF ANY SYSTEM, OR THE INSTALLATION OF ANY ADDITIONAL EQUIPMENT.

WORK AREA: 2,835 SQFT GROSS / 6,515 SQFT GROSS = 43.5%

ACTUAL AREAS:

TOTAL FIRST FLOOR: 2,835 SQFT GROSS

TOTAL SECOND FLOOR: 1,860 SQFT GROSS

BASEMENT: 1,820 SQFT GROSS

TOTAL SQUARE FEET: 2,835 + 1,860 + 1,820 = 6,515 SQFT GROSS

THE BUILDING IS PROTECTED THROUGHOUT WITH AN EXISTING FIRE SUPPRESSION

SYSTEM WHICH WILL BE MODIFIED PER WORK

USE GROUP:

FIRST FLOOR:

RETAIL B

MUSEUM A-3

TOILETS B

SECOND FLOOR:

CONFERENCE ROOM A-3

ARTIST'S APARTMENT R-2

BASEMENT:

STORAGE S-1

MIXED USE NON SEPARATED OCCUPANCIES (A-3 USED)

TYPE OF CONSTRUCTION: VB, FIRE RESISTANCE RATING OF ALL ELEMENTS 0 HOURS

ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE:

A-3 VB: SPRINKLED TWO STORIES

B VB: SPRINKLED THREE STORIES

ALLOWABLE AREA:

A-3 VB: SM 18,000 SQFT

B VB: SM 27,000 SQFT

HISTORIC BUILDINGS (CHAPTER 12 REHAB CODE):

RELATES ONLY TO REPAIR, ALTERATION

ACCESSIBILITY REQUIREMENTS (1204.1): ACCESSIBLE ROUTE TO THE BUILDING

AND TO LEVEL OF MAIN ENTRANCE FOR MULTISTORY BUILDING.

http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com

'-3

11'-11"

3' -1

1 2"

'-9

1 2"

9' -3

'-1

1 2"

11'-11"

10'-9"

'-0

24'-7"

10'-9" 12'-7"

28'-10"

'-3

11'-4"

'-8

11'-4"

'-3

39'-7"

23'-10"9'-11"

DOWN

UP DOWN

U P

U P

MUSEUM

STORAGE

MEN'S TOILET

WOMEN'S

TOILET

BREAKROOM

STORAGE

'-0

'-3

11'-11"

3' -1

1 2"

'-9

1 2"

9' -3

'-1

1 2"

11'-11"

10'-9"

'-0

24'-7"

10'-9" 12'-7"

28'-10"

'-3

11'-4"

'-8

11'-4"

'-3

39'-7"

23'-10"9'-11"

DOWN

UP DOWN

U P

U P

MUSEUM

STORAGE

MEN'S TOILET

WOMEN'S

TOILET

BREAKROOM

STORAGE

'-0

'-3

11'-11"

3' -1

1 2"

'-9

1 2"

9' -3

'-1

1 2"

11'-11"

10'-9"

'-0

24'-7"

10'-9" 12'-7"

28'-10"

'-3

11'-4"

'-8

11'-4"

'-3

39'-7"

23'-10"9'-11"

DOWN

UP DOWN

U P

U P

MUSEUM

STORAGE

MEN'S TOILET

WOMEN'S

TOILET

BREAKROOM

STORAGE

'-0

M C

SA

G

R O

U P, IN

C

A rc hi te ct

R ec re at io n

Pl an ds ca pe

A rc hi te ct ur e

(6

)4

-3 w .m cs ag ro up

.c om

G re en w oo d

A ve nu e

S.

E

E as t G ra nd

R ap id s, M I 4

D ow nt ow n Pl an ri or

D es ts

F ac ili ty

P la nn in g

D

EP

A R

TM

EN

T O

F

TE

C H

N O

LO

G

Y , M

A N

A G

EM

EN

T A

N D

B U

D G

ET

ST

A

TE

O

F M

IC

H

IG

A

N

A D

A M

P . L

A C

H , R

A , D

IR

EC

TO

R

ST

A

TE

F

A C

IL

IT

IE

S

A D

M

IN

IS

TR

A

TI

O N

D

ES

IG

N

A N

D C

O N

ST

R

U C

TI

O

N D

IV

IS

IO

N

ENLARGE OPENING FOR NEW

DOOR. COORD W/ NEW PLANS.

REMOVE DOOR AND STAIRS

REMOVE EXTERIOR DOOR AND FRAME

REMOVE DESK

REMOVE BENCH & PLANTER BED

REMOVE BUILD-OUT COMPLETELY

INCLUDING INTERIOR WALLS,

BENCHES. BEAD BOARD AT

EXTERIOR WALLS TO REMAIN.

REMOVE BUILD-OUT COMPLETELY

INCLUDING INTERIOR WALLS,

BENCHES. BEAD BOARD AT

EXTERIOR WALLS TO REMAIN.

MEN'S TOILET

WOMEN'S TOILET

MEN'S AND WOMEN'S TOILET ROOM DEMOLITION

· REMOVE CERAMIC TILE FLOOR

· REMOVE CEILING TILE & GRID

· REMOVE INTERIOR STUD WALLS AS INDICATED

· REMOVE WALL FINISH (CT & GYP BOARD) ON

EXTERIOR WALLS

· REMOVE TOILET PARTITIONS

· REMOVE TOILET ACCESSORIES

· REMOVE COUNTERS

· SEE MPE FOR REMOVAL OF PLUMBING FIXTURES,

LIGHT FIXTURES AND POWER.

· CUT & PATCH CONCRETE SLAB AS REQUIRED

FOR NEW PLUMBING

REMOVE WALL FOR NEW DOOR OPENING.

COORDINATE W/ RENOVATION PLAN.

REMOVE WOOD

STRINGER STAIR &

HANDRAILS AND

2X4 STUD WALLS,

SEE 'CENTER HALL'

PHOTO

REMOVE STAIR, DOOR,

FRAME & CASING

REMOVE WALL FOR NEW DOOR

OPENING

SEE DEMO NOTES BELOW4/4

4/4

3/4

5/4 9/5

2/61/6

4/4

RELOCATE FIRE PROTECTION

RISER, SEE FIRE SUPPRESSION

SPECIFICATIONS

REMOVE DRYWALL AT NEW STAIR

SEE SHEET A0.2

SEE SHEET A0.2

SEE SHEET A0.2 SEE SHEET A0.2

SEE SHEET A0.2

SEE SHEET A0.2

SEE SHEET A0.2

CENTER STAIR

DEMOLITION - GENERAL NOTES:

1. Refer to sheets for mechanical, electrical and plumbing demolition notes.

2. General Contractor is responsible for coordinating with Subcontractors the extent of the demolition work to be performed by respective trades.

3. General Contractor is responsible to patch or repair all finished surfaces where demolition work was performed, items were removed and existing finishes are scheduled to remain. Final appearance of patched/repaired area shall match that of adjacent surface.

4. General Contractor is responsible for removal and restoration to former condition of all materials disturbed during demolition.

5. General Contractor to support load bearing walls during construction.

6. The Owner will remove any materials to be salvaged prior to the start of construction. Remaining items to be demolished.

A4.1

NEW OPENING FOR MECH GRILLE

NEW OPENING FOR MECH GRILLE

A4.1

SHELVING, SEE GENERAL NOTES

SHELVING, SEE GENERAL NOTES

SHELVING, SEE GENERAL NOTES

SEE SECTION FOR DOWNSPOUT REMOVAL

REMOVE FLOORING (CT,

RESILIENT & CARPET) AND

UNDERLAYMENT IN MUSEUM

AND ADJACENT ENTRANCES

INTO MEN'S AND WOMEN'S

TOILET ROOMS A4.2

REMOVE EXTERIOR COVERING AT WINDOWS

http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com

SA

G

R O

U P, IN

C

A rc hi te ct

R ec re at io n

Pl an ds ca pe

A rc hi te ct ur e

(6

)4

-3 w .m cs ag ro up

.c om

G re en w oo d

A ve nu e

S.

E

E as t G ra nd

R ap id s, M I 4

D ow nt ow n Pl an ri or

D es ts

F ac ili ty

P la nn in g

D

EP

A R

TM

EN

T O

F

TE

C H

N O

LO

G

Y , M

A N

A G

EM

EN

T A

N D

B U

D G

ET

ST

A

TE

O

F M

IC

H

IG

A

N

A D

A M

P . L

A C

H , R

A , D

IR

EC

TO

R

ST

A

TE

F

A C

IL

IT

IE

S

A D

M

IN

IS

TR

A

TI

O N

D

ES

IG

N

A N

D C

O N

ST

R

U C

TI

O

N D

IV

IS

IO

N

DEDUCTIVE ALTERNATES:

1. OWNER TO INSTALL RETAIL FURNISHINGS.

2. OWNER TO DEMOLISH MUSEUM BUILD-OUT

DETAILED ON SHEET A0.2.

DOWN

UP

U P

U P

'-4

10'-63 4"

3' -7

1 2" 3'

-4

3' -4

1 2"

3' -1

1 2"

6'-41 2" +/-

1' -8

4' -8

1 2"

4' -8

1 2"

3' -0

6"

8' -4

1 2"

4'-9" +/-

6"

3'-0"

6"

3'-0"

6"

3'-0"

6"

7'-7"

7' -0

5" 4'

-5 1 2"

5' -4

5'

-3

3'

-0

1' -2

1 2"

'-0

1' -2

1 2"

3' -0

6' -9

1 2"

6"

6' -8

5'-0"

4'-7" +/-

5'-0"

6"

5'-71 2" +/-

6"

7'-01 2" +/-

6" 3'

-0

6"

3' -0

6"

3' -0

6"

3' -0

6"

3' -0

6"

3' -0

6"

6"

1' -0

6" 5'

-0

6"

ALIGN

TOILET

FAMILY

101A

BF FAMILY

101B

BF FAMILY

101K

AMB.

101C

101D

101E

101F

101G

101H

101J

101L101M101NJAN

MUSEUM

RETAIL

STORAGE

BREAK

ROOM

PASSAGE

STAIR

EXG.

STAIR

EXG.

STAIR

5'-0"

3'-2"

D O

W N

W2

W3

W3

W3

W3

W3

W3

P2

P4

P1/P2, SIM.W1

4'-0"

P1

P160"X24"60"X24"

60"X24" 60"X24"

"X

"X

P1

W4

P2

P1

4' -2

13"

DOWN

UP

U P

U P

'-4

10'-63 4"

3' -7

1 2" 3'

-4

3' -4

1 2"

3' -1

1 2"

6'-41 2" +/-

1' -8

4' -8

1 2"

4' -8

1 2"

3' -0

6"

8' -4

1 2"

4'-9" +/-

6"

3'-0"

6"

3'-0"

6"

3'-0"

6"

7'-7"

7' -0

5" 4'

-5 1 2"

5' -4

5'

-3

3'

-0

1' -2

1 2"

'-0

1' -2

1 2"

3' -0

6' -9

1 2"

6"

6' -8

5'-0"

4'-7" +/-

5'-0"

6"

5'-71 2" +/-

6"

7'-01 2" +/-

6" 3'

-0

6"

3' -0

6"

3' -0

6"

3' -0

6"

3' -0

6"

3' -0

6"

6"

1' -0

6" 5'

-0

6"

ALIGN

TOILET

FAMILY

101A

BF FAMILY

101B

BF FAMILY

101K

AMB.

101C

101D

101E

101F

101G

101H

101J

101L101M101NJAN

MUSEUM

RETAIL

STORAGE

BREAK

ROOM

PASSAGE

STAIR

EXG.

STAIR

EXG.

STAIR

5'-0"

3'-2"

D O

W N

W2

W3

W3

W3

W3

W3

W3

P2

P4

P1/P2, SIM.W1

4'-0"

P1

P160"X24"60"X24"

60"X24" 60"X24"

"X

"X

P1

W4

P2

P1

4' -2

13"

DOWN

UP

U P

U P

'-4

10'-63 4"

3' -7

1 2" 3'

-4

3' -4

1 2"

3' -1

1 2"

6'-41 2" +/-

1' -8

4' -8

1 2"

4' -8

1 2"

3' -0

6"

8' -4

1 2"

4'-9" +/-

6"

3'-0"

6"

3'-0"

6"

3'-0"

6"

7'-7"

7' -0

5" 4'

-5 1 2"

5' -4

5'

-3

3'

-0

1' -2

1 2"

'-0

1' -2

1 2"

3' -0

6' -9

1 2"

6"

6' -8

5'-0"

4'-7" +/-

5'-0"

6"

5'-71 2" +/-

6"

7'-01 2" +/-

6" 3'

-0

6"

3' -0

6"

3' -0

6"

3' -0

6"

3' -0

6"

3' -0

6"

6"

1' -0

6" 5'

-0

6"

ALIGN

TOILET

FAMILY

101A

BF FAMILY

101B

BF FAMILY

101K

AMB.

101C

101D

101E

101F

101G

101H

101J

101L101M101NJAN

MUSEUM

RETAIL

STORAGE

BREAK

ROOM

PASSAGE

STAIR

EXG.

STAIR

EXG.

STAIR

5'-0"

3'-2"

D O

W N

W2

W3

W3

W3

W3

W3

W3

P2

P4

P1/P2, SIM.W1

4'-0"

P1

P160"X24"60"X24"

60"X24" 60"X24"

"X

"X

P1

W4

P2

P1

4' -2

13"

M C

SA

G

R O

U P, IN

C

A rc hi te ct

R ec re at io n

Pl an ds ca pe

A rc hi te ct ur e

(6

)4

-3 w .m cs ag ro up

.c om

G re en w oo d

A ve nu e

S.

E

E as t G ra nd

R ap id s, M I 4

D ow nt ow n Pl an ri or

D es ts

F ac ili ty

P la nn in g

D

EP

A R

TM

EN

T O

F

TE

C H

N O

LO

G

Y , M

A N

A G

EM

EN

T A

N D

B U

D G

ET

ST

A

TE

O

F M

IC

H

IG

A

N

A D

A M

P . L

A C

H , R

A , D

IR

EC

TO

R

ST

A

TE

F

A C

IL

IT

IE

S

A D

M

IN

IS

TR

A

TI

O N

D

ES

IG

N

A N

D C

O N

ST

R

U C

TI

O

N D

IV

IS

IO

N

INFILL EXG DOOR OPENING.

FIELD VERIFY & MATCH STUD SIZE.

INFILL EXG DOOR & EXHAUST LOUVER OPENING.

FIELD VERIFY & MATCH STUD SIZE

A6.1

A6.1

4 A6 .1

A6.1

A6.1

A6.1

8A6.1

A6.1

A4.1

A4.1

RELOCATE FIRE PROTECTION

RISER TO CORNER. NEW CHASE -

2X4 STUD W/ 58" PAINTED GYP BD.

HOLD FIRE RISER & CHASE AS

TIGHT TO WALL AS POSSIBLE.

NEW 86" HIGH CHROME WIRE SHELVING W/

SHELF LINERS, 800LB SHELF CAPACITY,

S-HOOKS AT CORNERS.

BASIS OF DESIGN ULINE OR EQUAL.

INFILL CUH OPENING.

FIELD VERIFY & MATCH STUD SIZE.

SEE SECTION FOR NEW

DOWNSPOUT &

GUTTER REPAIR

DEDUCTIVE ALTERNATES:

1. OWNER TO INSTALL RETAIL FURNISHINGS.

2. OWNER TO DEMOLISH MUSEUM BUILD-OUT

DETAILED ON SHEET A0.2.

A6.4

A6.4

SEE SHEET A6.5 FOR RETAIL

FURNITURE PLAN

A4.2

(3) 2X4 (OR 2X6 TO MATCH EXG)

(3) 2X4 (OR 2X6 TO MATCH EXG)

(3) 2X4 (OR 2X6 TO MATCH EXG),

BOTH SIDES

PATCH & PAINT DOOR PER

INSTALLATION OF BF OPERATOR

T.O. WALL 6'-10" AFF,

TYP OF ALCOVE

A6.7

A6.7

WEST & SOUTH WALLS -

REPAIR/PAINT EXG BEADBOARD

NOT COVERED BY RETAIL

FURNISHINGS.

NORTH WALL - NEW PAINTED

BEADBOARD, SEE ELEVATION

EAST WALL - NEW

PAINTED GPDW, SEE

ELEVATION

A6.2

2X6 @ 16" OC STUD WALL,

SEE ELEVATIONS & DETAIL

U P

U P

D O

W N

M C

SA

G

R O

U P, IN

C

A rc hi te ct

R ec re at io n

Pl an ds ca pe

A rc hi te ct ur e

(6

)4

-3 w .m cs ag ro up

.c om

G re en w oo d

A ve nu e

S.

E

E as t G ra nd

R ap id s, M I 4

D ow nt ow n Pl an ri or

D es ts

F ac ili ty

P la nn in g

D

EP

A R

TM

EN

T O

F

TE

C H

N O

LO

G

Y , M

A N

A G

EM

EN

T A

N D

B U

D G

ET

ST

A

TE

O

F M

IC

H

IG

A

N

A D

A M

P . L

A C

H , R

A , D

IR

EC

TO

R

ST

A

TE

F

A C

IL

IT

IE

S

A D

M

IN

IS

TR

A

TI

O N

D

ES

IG

N

A N

D C

O N

ST

R

U C

TI

O

N D

IV

IS

IO

N

NEW SURFACE MOUNTED (CEILING)

HEATER SEE MECH, TYP. OF 6

RELOCATE

CEILING FAN,

SEE MECH,

TYP. OF 3

TOOTH-IN CEILING

BEADBOARD AT

OPENING, TYP. OF 4

PROVIDE FRAMING AS NECESSARY

TO TOOTH-IN NEW SOFFIT BOARDS.

FV & MATCH EXG SIZE.

PAINT NEW WORK. TYP. OF 4.

NEW MECHANICAL GRILL, TYP.

NEW MECHANICAL GRILL, TYP.

NEW ACOUSTICAL CEILING & GRID

NEW PAINTED 58" MOISTURE

RESISTANT GYP BOARD ON METAL

SUSPENSION SYSTEM, TYP

PATCH & PAINT

EXG. HARD CEILING

PAINT EXG BEADBOARD CEILING &

BEAMS AT RETAIL, MUSEUM & STORAGE

EXG. BEAMS, TYP.

BUILDING BEYOND

REMOVE STAIRS

GRIND 1" NOSE

REMOVE DOOR, FRAME

& CASING

REMOVE EXTERIOR WALL, SEE

RENOVATION PLAN FOR EXTENTS.

NEW DOOR IS 3'-0" X 6'-8".

EXG. SIDEWALK

REMOVE DOWNSPOUT

REMOVE & SALVAGE

SIDING PER INSTALL OF

NEW DOOR

11"

3' -0

"11"

1'-0"

EXG. CONCRETE SLAB

2x12 STRINGERS

@ 16" OC

EXG. CEILING

EXG. OPENING W/ NEW

PAINTED1X4 WOOD CASING

4"

BUILDING BEYOND

NEW DOOR,

FRAME & CASING

EXG. SOFFIT

8' -1

0"

NEW ACOUSTICAL CEILING

& GRID

NEW DOWNSPOUT,

LOCATE PER PLANS6'

-8

1' -1

4"

F .V

EXG. CONCRETE SLAB

6' -8

" M

IN

, F .V

NEW 5 12"

INSULATION,

8" GYP. BOARD

NEW 1.5" DIA HANDRAIL

NEW HEADER:

2-PLY 11.875x1.75" LVL

ROWS SST SDW22338

SCREWS @ 16" OC

REMOVE WOOD FRAMED STAIRS

REMOVE DOOR & MUSEUM

BUILD-OUT TO EXG. WALL.

BEADBOARD TO REMAIN.

EXG. FLOOR STRUCTURE TO REMAIN

EXG. HEADER TO REMAIN.

NEW OPENING FOR TG, SEE MECH.

EXG. BASEMENT

CRAWL SPACE

1' -6

1 4"

NEW 2X12 LEDGER BEYOND.

ATTACH TO EXG. STUD WALL

W/ (2) 14" LEDGER SCREWS

PER STUD

2X10 @ 16" OC

(2) LAYERS 12" PLYWOOD

2X FRAMING INFILL

W/ 58" GYP. B.S.

NEW DOOR AT

PROJECTION SCREEN

OPENING.

9' -1

01 2" 8' -4

1 4"

EXG. STRUCTURE TO REMAIN

EXG. BEAM BEYOND

EXG. FLOOR STRUCTURE

9' -1

11 2"

'-1

11 2"

NEW RETAIL SHELVING

SEE MECH, NEW TG & DUCT.

COORDINATE HEIGHT W/

RETAIL & EXG. STRUCTURE

NEW

CHROME

WIRE

SHELVING

9' -8

NEW HEADER:

2-PLY 11.875x1.75" LVL

ROWS SST SDW22338

SCREWS @ 16" OC

EXG. BASEMENT

REMOVE STORAGE FLOORING AS

NEEDED TO FIELD VERIFY

CONDITION OF SILL DURING

CONSTRUCTION

M C

SA

G

R O

U P, IN

C

A rc hi te ct

R ec re at io n

Pl an ds ca pe

A rc hi te ct ur e

(6

)4

-3 w .m cs ag ro up

.c om

G re en w oo d

A ve nu e

S.

E

E as t G ra nd

R ap id s, M I 4

D ow nt ow n Pl an ri or

D es ts

F ac ili ty

P la nn in g

D

EP

A R

TM

EN

T O

F

TE

C H

N O

LO

G

Y , M

A N

A G

EM

EN

T A

N D

B U

D G

ET

ST

A

TE

O

F M

IC

H

IG

A

N

A D

A M

P . L

A C

H , R

A , D

IR

EC

TO

R

ST

A

TE

F

A C

IL

IT

IE

S

A D

M

IN

IS

TR

A

TI

O N

D

ES

IG

N

A N

D C

O N

ST

R

U C

TI

O

N D

IV

IS

IO

N

REMOVE WOOD

STAIRS INCLUDING

STRINGER, RISER,

TREAD & HANDRAILS.

SEE PLAN FOR WALL

REMOVAL.

REMOVE DOOR, FRAME & CASING

IN PREPARATION FOR INFILL

EXG. CONC. WALKEXG. 6" SLAB AT STAIR

EXG. 8" INFILL

REMOVE EXG. SIDING

EXG 2X6 FRAMING

REMOVE FRAMING AS REQ'D FOR NEW FINISHES

NEW 2X6 FRAMING AT

DOOR OPENING

PATCH CONCRETE SLAB PER

PLUMBING. 6" AT DEMO'D STAIR,

4" ELSEWHERE

EXG. 8" INFILL

EXG 2X6 FRAMING

FV EXISTING CONDITION.

REMOVE LANDING/

FLOOR AS NEEDED FOR

NEW WALL. INFILL OPENING W/ 2X6 @ 16" OC

W/ R-21 BATT INSULATION

NEW 58" SHEATHING &

BUILDING WRAP

TOOTH-IN SHAKE SIDING, PAINTED

CERAMIC TILE IN THINSET

5/8" WATERPROOF PANEL FOR TILE,

PAINTED 58" MRGB ABOVE CT

CERAMIC TILE IN THINSET,

T.O. CT 4'-4" AFF

5/8" WATERPROOF PANEL

FOR TILE, PAINTED 58" MRGB

ABOVE CT

5/8" MRGB W/ SUSPENSION

SYSTEM

M C

SA

G

R O

U P, IN

C

A rc hi te ct

R ec re at io n

Pl an ds ca pe

A rc hi te ct ur e

(6

)4

-3 w .m cs ag ro up

.c om

G re en w oo d

A ve nu e

S.

E

E as t G ra nd

R ap id s, M I 4

D ow nt ow n Pl an ri or

D es ts

F ac ili ty

P la nn in g

D

EP

A R

TM

EN

T O

F

TE

C H

N O

LO

G

Y , M

A N

A G

EM

EN

T A

N D

B U

D G

ET

ST

A

TE

O

F M

IC

H

IG

A

N

A D

A M

P . L

A C

H , R

A , D

IR

EC

TO

R

ST

A

TE

F

A C

IL

IT

IE

S

A D

M

IN

IS

TR

A

TI

O N

D

ES

IG

N

A N

D C

O N

ST

R

U C

TI

O

N D

IV

IS

3'-0" 6"

1' -6

16"-18"

1'-0"

2' -1

0"

1'-8"

3' -3

" M

AX

TO

R

EF

LE

C

T- 3I

VE

SU

R

FA

C E

2' -1

0"

1'-3"2'-6"1'-3"

CT-3 TO 4'-4" AFF W/

PAINTED GYP

ABOVE, TYP OF ALL

WALLS

4' -0

SEE TILE ACCESSORIES

FOR BASE JOINT, TYP.

1'-6" 1'-6"

CT-3 TO 4'-4" AFF W/

PAINTED GYP

ABOVE, TYP OF ALL

WALLS

2' -6

1 4" T

O 2'

-6 5 8"

" M

IN

C

LE

AR

3' -9

P2

1'-0" 3'-6" 2'-6" 1'-8"

1' -0

3' -0

1' -0

3'

-6

3'-0"

7' -2

3'-0"

5' -0

5'-0"

5' -4

1'-8"

3'-61 4" 3'-61

4"

3' -0

1 2" 5'

-4

6'-11 2"

3' -0

2' -7

1'

-8

7'-7"

1'-8" 3'-0"

1' -0

3'

-6

1'-0"

6' -8

1'-6"

1'-3"1'-3"

P2

P2

4"

BA

SE

(B

-3

4' -0

C

ER

AM

IC

T

IL

E

C T-

4"

BA

SE

(B

-3

4' -0

C

ER

AM

IC

T

IL

E

C T-

P2

P2 P2

P2W3

P1/P3

P3W3

W3

W3

W3

P4

TYP. TILE PATTERN

CONTINUE CT-3 BEHIND

MIRROR, FINISH W/

METAL EDGE, SEE SPEC

CONTINUE CT-3 BEHIND

MIRROR, FINISH W/

METAL EDGE, SEE SPECFURRING @

T.O. GRAB BAR

FURR OUT T.O.

GRAB BAR.

PAINT EDGE &

APPLY SEALANT

CUH, SEE MECH.

CUH, SEE MECH.P2

4"

BA

SE

(B

-3

CONTINUE CT-3 BEHIND

MIRROR, FINISH W/

METAL EDGE, SEE SPEC

4"

BA

SE

(B

-3

4' -0

C

ER

AM

IC

T

IL

E

C T-

2' -1

0"

1'-3" 2'-6" 1'-3"

2' -1

0"

1'-6"

3' -0

2'-0" 1'-6" 1'-6" 2'-01 2"

3'-0"1'-6"

2' -6

1'

-6

3'-0" 3'-0" 3'-0" 1'-6"

4"

BA

SE

(B

-3

4' -0

C

ER

AM

IC

T

IL

E

C T-

4"

BA

SE

(B

-3

4' -0

C

ER

AM

IC

T

IL

E

C T-

CONTINUE CT-3 AS SHOWN

OPEN FOR

FRIDGE,

BY OWNER

SOLID

SURFACE

COUNTER,

BACK AND

SIDE SPLASH

(CNT-2)

SEE SPEC

FOR

RESIDENTIAL

CASEWORK

SOLID SURFACE

COUNTER, BACK

AND SIDE SPLASH

@ WALL (CNT-2)

NEW TRANSFER

GRILLE, SEE MECH.

4" RESILIENT

BASE (B-4)

TOILET ACCESSORY SCHEDULE

A TOILET TISSUE DISPENSER

B SANITARY NAPKIN DISPOSAL

C GRAB BAR

D MIRROR 24"x36"

E FOAM SOAP DISPENSER

F WARM AIR DRYER

G BABY CHANGING STATION

H ADULT CHANGING TABLE

J ROBE HOOK

NOTE: PROVIDE SOLID BLOCKING AT ALL

ACCESSORIES.

24" X 36" MIRROR

STUD WALL W/ PAINTED

8" GYP BD ABOVE CT

FINISH W/ METAL EDGE

STRIP & SEALANT

CT & THINSET ON

WATERPROOF

BUILDING PANEL

M C

SA

G

R O

U P, IN

C

A rc hi te ct

R ec re at io n

Pl an ds ca pe

A rc hi te ct ur e

(6

)4

-3 w .m cs ag ro up

.c om

G re en w oo d

A ve nu e

S.

E

E as t G ra nd

R ap id s, M I 4

D ow nt ow n Pl an ri or

D es ts

F ac ili ty

P la nn in g

D

EP

A R

TM

EN

T O

F

TE

C H

N O

LO

G

Y , M

A N

A G

EM

EN

T A

N D

B U

D G

ET

ST

A

TE

O

F M

IC

H

IG

A

N

A D

A M

P . L

A C

H , R

A , D

IR

EC

TO

R

ST

A

TE

F

A C

IL

IT

IE

S

A D

M

IN

IS

TR

A

TI

O N

D

ES

IG

N

A N

D C

O N

ST

R

U C

TI

O

N D

IV

IS

IO

N

TYP. OF 9

SEE SHEET A6.3 FOR ADDITIONAL INFORMATION

3' -6

3' -6

3'-2"

32" MIN CLEAR

2' -6

4"

EXG. COLUMN

SWINGING DOOR

(2) LAYERS 34" PLYWOOD

W/ 2X2 FRAME. FINISH W/

PLAM BOTH SIDES

(LAM-1)

2X8 CERAMIC TILE (CT-1-TOP 3 ROWS)

QUARTZ COUNTER & WORK SURFACE (CNT-1)

2X8 CERAMIC TILE (CT-2-BOTTOM 2 ROWS)

1", TYP.

2"

FILLER

1"

2X2 JAMB, STAIN TO

MATCH COLUMN

(2) 180 DEGREE

MORTISED

SPRING HINGE

3' -6

2' -1

0"

2' -1

0" 3' -6

1'-6"2'-0" 1'-9"1'-9"3'-0"

KNEE SPACE

2' -3

M

IN

GROMMET

2"

FILLER

2' -6

3'-2"

32" MIN CLEAR

EXG. COLUMN

SWINGING DOOR

(2) LAYERS 34" PLYWOOD

W/ 2X2 FRAME. FINISH W/

PLAM BOTH SIDES

(LAM-1)

2X2 JAMB, STAIN TO

MATCH COLUMN

(2) 180 DEGREE

MORTISED

SPRING HINGE

2"

FILLER

2"

FILLER

1'-9"1'-9"1'-6"

2"

2'-0"

2"

7' -2

"R5'-8"

2' -0

5"

1' -0

3' -0

3'-2"

KNEE SPACE

BELOW

GROMMET

GROMMET

2"EXTEND TOP

TO WALL.

FILLER AT

BASE.

WRAP COLUMN W/ 12" THICK

WHITE OAK, STAIN. FV SIZE,

TYPE OF 4 COLUMNS

2"

1 4"

" PLYWOOD W/ PLASTIC LAMINATE FINISH (LAM-1)

1'-11" 1"

4"

3' -6

1'-0"

3/4" PLYWOOD W/ PLASTIC LAMINATE FINISH

WHERE EXPOSED (LAM-1)

4" PLYWOOD W/ 4" RESILIENT BASE (B-2)

3/4" PLYWOOD W/ PLASTIC LAMINATE FINISH

WHERE EXPOSED, MELAMINE INTERIOR

3 CM QUARTZ COUNTERTOP W/ 14" RADIUS

(CNT-1)

ADJUSTABLE SHELF 34" PLYWOOD W/

PLASTIC LAMINATE FINISH (LAM-1)

S.S. WIRE PULLS, TYP. (HD-1)

2' -1

0"

1'-11" 1"

3' -6

1'-0"

4"

3/4" PLYWOOD W/ PLASTIC LAMINATE FINISH

(LAM-1)

3 CM QUARTZ COUNTERTOP W/ 14" RADIUS (CNT-1)

30" WIDE KNEE SPACE

S.S. WIRE PULLS, TYP. (HW-1)

2' -1

0"

2' -4

" M

IN

C

LE

AR

4"

C

M

3"

C

M

1"

1'-11" 1"

C

M

3"

3' -6

1'-0"

EQ

EQ

3/4" PLYWOOD W/ PLASTIC LAMINATE FINISH

WHERE EXPOSED (LAM-1)

FULL EXTENSION DRAWER

GLIDES, TYP FOR PENCE (50 LBS

CAPACITY) AND FILE (150 LBS

CAPACITY) DRAWERS

2" PLYWOOD W/ PLASTIC LAMINATE FINISH (LAM-1)

4" PLYWOOD W/ 4" RESILIENT BASE (B-2)

2" PLYWOOD W/ MELAMINE FINISH INTERIOR

2X4 STUD WALL.

16" OC AT STRAIGHT RUNS,

6" OC AT CURVED

4" WATERPROOF PANEL,

V-GROOVE AT CURVED. FILL

GROOVES W/ THINSET PER

MFR'S INSTALLATION REQ'TS.

2X8 TILE SET IN THINSET

3/4" PLYWOOD W/ PLASTIC LAMINATE FINISH

WHERE EXPOSED

3 CM QUARTZ COUNTERTOP W/ 14" RADIUS (CNT-1)

1'-11" 1"

3' -6

1'-0"

3/4" PLYWOOD W/ PLASTIC LAMINATE FINISH

WHERE EXPOSED (LAM-1)

2" PLYWOOD W/ PLASTIC LAMINATE FINISH (LAM-1)

4" PLYWOOD W/ 4" RESILIENT BASE (B-2)

3/4" PLYWOOD W/ PLASTIC LAMINATE FINISH

WHERE EXPOSED, MELAMINE INTERIOR

3 CM QUARTZ COUNTERTOP W/ 14" RADIUS (CNT-1)

ADJUSTABLE SHELF 34" PLYWOOD W/

PLASTIC LAMINATE FINISH

S.S. WIRE PULLS, TYP. (HD-1)

2' -1

0"

4"4"

4"13

4"

C

M

3"

M C

SA

G

R O

U P, IN

C

A rc hi te ct

R ec re at io n

Pl an ds ca pe

A rc hi te ct ur e

(6

)4

-3 w .m cs ag ro up

.c om

G re en w oo d

A ve nu e

S.

E

E as t G ra nd

R ap id s, M I 4

D ow nt ow n Pl an ri or

D es ts

F ac ili ty

P la nn in g

D

EP

A R

TM

EN

T O

F

TE

C H

N O

LO

G

Y , M

A N

A G

EM

EN

T A

N D

B U

D G

ET

ST

A

TE

O

F M

IC

H

IG

A

N

A D

A M

P . L

A C

H , R

A , D

IR

EC

TO

R

ST

A

TE

F

A C

IL

IT

IE

S

A D

M

IN

IS

TR

A

TI

O N

D

ES

IG

N

A N

D C

O N

ST

R

U C

TI

O

N D

IV

IS

IO

N

A6.2

A6.2

A6.2

A6.2

A6.2

6' -8

WD 2

EXT. & INT.

6' -8

WD 1

6' -8

WD 3

EXT.

6' -8

WD 4

INT.

WOOD

PANEL

INSULATED

GLASS

TEMPERED (INT)

INSULATED (EXT) 58" GYP. BD., PAINTED

ACOUSTICAL INSULATION

HM FRAME, PAINTED

DOOR, SEE SCHEDULE

2X4 @ 16" O.C.

H1

ACOUSTICAL INSULATION

HM FRAME, PAINTED

DOOR, SEE SCHEDULE

2X4 @ 16" O.C.

J1

8" GYP. BD., PAINTED

EXG SIDING TOUCHUP PAINT

PER WORK

EXG. SHEATHING &

BARRIER

EXG. WOOD

FRAMING

NEW GYP. BD.

PAINT WALL

EXG. HEADER

NEW PAINTED CASING,

MATCH EXG

NEW DOOR & FRAME,

SEE SCHEDULE

H3

J3

EXG SIDING TOUCHUP PAINT

PER WORK

EXG. SHEATHING &

BARRIER

EXG. WOOD

FRAMING

EXG SIDING TOUCHUP PAINT

PER WORK

EXG. SHEATHING &

BARRIER

EXG. WOOD

FRAMING

NEW GYP. BD.

PAINT WALL NEW DRIP CAP

NEW FLASHING TAPE

H4

J4

SEALANT EXG SIDING TOUCHUP PAINT

PER WORK

EXG. SHEATHING &

BARRIER

EXG. WOOD

FRAMING

5/8" WATERPROOF

PANEL FOR TILE

CERAMIC TILE, THINSET

APPLICATION

METAL EDGE STRIP

J1

NEW PAINTED

4 X 31

2 "CASING

NEW PAINTED CASING,

MATCH EXG

NEW DOOR & FRAME,

SEE SCHEDULE

FRAME NEW OPENING

(3) 2X4 (OR 2X6 FV)

NEW PAINTED CASING

NEW 2PLY 11.875X1.75"

LVL HEADER

58" GYP. BD., PAINTED

ACOUSTICAL INSULATION

DOOR, SEE SCHEDULE

2X4 @ 16" O.C.

H2

ACOUSTICAL INSULATION

DOOR, SEE SCHEDULE

2X4 @ 16" O.C.

J2

8" GYP. BD., PAINTED

EXG. OPENING

NEW DOOR & FRAME

SEALANT

NEW PAINTED CASING

NEW DOOR & FRAME

NEW DRIP CAP

NEW PAINTED CASING,

4 X 31

2 ", BOTH SIDESNEW PAINTED

4 X 31

2 "CASING

NEW PAINTED CASING,

4 X 31

2 ", BOTH SIDES

8"

INFILL EXG (2X4 OR 2X6) @ 16" OC

W/ R-21 BATT INSULATION

NEW 58" SHEATHING &

BUILDING WRAP

TOOTH-IN SHAKE SIDING, PAINTED

8" DRYWALL, PAINTED

8" DRYWALL, PAINTED

2X4 @ 16" OC W/

ACOUSTICAL INSULATION

CERAMIC TILE IN THINSET,

T.O. CT 4'-4" AFF

CERAMIC TILE IN THINSET,

T.O. CT 4'-4" AFF

5/8" WATERPROOF PANEL FOR TILE,

PAINTED 58" MRGB ABOVE 4'-4" AFF

W2

P1

P2

T.O. WALL 10'-4"

CEILING 8'-0" AFF

EXISTING (2x4 OR 2x6) STUD WALL

EXG 2X6 & EXG INSULATION

EXG SHEATHING

EXG SHAKE SIDING, PAINTED

W3

5/8" WATERPROOF PANEL FOR TILE,

PAINTED 58" MRGB ABOVE 4'-4" AFF

CERAMIC TILE IN THINSET,

T.O. CT 4'-4" AFF

5/8" WATERPROOF PANEL FOR TILE,

PAINTED 58" MRGB ABOVE 4'-4" AFF

EXISTING DRYWALL

INFILL EXG (2x4 OR 2x6) STUD WALLNEW 58" SHEATHING &

BUILDING WRAP

TOOTH-IN SHAKE SIDING, PAINTED

W1PAINTED 5/8" DRYWALL

P3

CERAMIC TILE IN THINSET,

T.O. CT 4'-4" AFF

5/8" WATERPROOF PANEL FOR TILE,

PAINTED 58" MRGB ABOVE 4'-4" AFF

NEW ACOUSTICAL INSULATION

8"2X4 @ 16" OC W/

ACOUSTICAL INSULATION

CERAMIC TILE IN THINSET,

T.O. CT 4'-4" AFF

PAINTED 58" GB

P4

T.O. WALL 10'-4"

CEILING 8'-0" AFF

5/8" WATERPROOF PANEL FOR TILE,

PAINTED 58" MRGB ABOVE 4'-4" AFF

CERAMIC TILE IN THINSET,

T.O. CT 4'-4" AFF

5/8" WATERPROOF PANEL FOR TILE,

PAINTED 58" MRGB ABOVE 4'-4" AFF

INFILL EXG (2X4 OR 2X6) @ 16" OC

W/ R-21 BATT INSULATION

EXG 2X6 & EXG INSULATION

EXG SHEATHING

EXG SHAKE SIDING, PAINTED

W4PAINTED 5/8" MRGB DRYWALL

2' -1

0"

2' -6

1'-9" 3"

24" x 36" MIRROR

1/2" SOLID SURFACE

COUNTERTOP W/ 4" x 1/2"

INTEGRAL BACKSPLASH AND

APRON. PROVIDE SIDESPLASH

AT WALLS.

STUD WALL W/ 58" WATERPROOF

PANEL & CT WAINSCOT

EXG. CONCRETE SLAB W/

EFF W/ 4" EFF BASE

3' -3

" M

AX

TO

R

EF

LE

C

TI

VE

SU

R

FA

C

E

4" EXTERIOR GRADE PLYWOOD

18" x 18" STEEL BRACKET

BETWEEN ALL LAVATORIES W/

CONTINUOUS CLEAT SUPPORT

AT BACK AND SIDE WALL BY A&M

HARDWARE, INC. OR EQUAL

4"

CONTINUE CT BEHIND

MIRROR. SEE

ELEVATION W/ T.O. CT.

FINISH EDGE W/ METAL

EDGE STRIP

STUD WALL W/ PAINTED 58"

GYP. BD. ABOVE CT

UNDERMOUNT SINK,

SEE PLUMBING

CONTINUE APRON TO OPEN SIDE

3'-6"1'-0"

4'-6"

39"-41"

1' -6

7"-9"

2' -0

(1

5"

1'-6"

TYPICAL FOR FLOOR OR

WALL MOUNTED WC

3'-0"

3' -6

1'

-0

16"-18"

12"

4' -8

5'-0"

SOLID

SURFACE

PANEL

4' -0

" M

IN

5' -0

" M

AX

6"

8"

11 2" M

IN

2' -6

1 4" T

O

'-6 5 8"

" M

IN

C

LE

AR

3' -9

3' -1

1'-4"

4' -0

4"

SIGNAGE SCHEDULE

QTY INTERIOR DESCRIPTION

(9) UNISEX TOILET

(1) UNISEX TOILET AMBULATORY

(2) UNISEX BF TOILET FAMILY

(1) UNISEX TOILET FAMILY

(1) UNISEX BF TOILET

QTY EXTERIOR DESCRIPTION

(2) UNISEX BF TOILET

CT-3

M C

SA

G

R O

U P, IN

C

A rc hi te ct

R ec re at io n

Pl an ds ca pe

A rc hi te ct ur e

(6

)4

-3 w .m cs ag ro up

.c om

G re en w oo d

A ve nu e

S.

E

E as t G ra nd

R ap id s, M I 4

D ow nt ow n Pl an ri or

D es ts

F ac ili ty

P la nn in g

D

EP

A R

TM

EN

T O

F

TE

C H

N O

LO

G

Y , M

A N

A G

EM

EN

T A

N D

B U

D G

ET

ST

A

TE

O

F M

IC

H

IG

A

N

A D

A M

P . L

A C

H , R

A , D

IR

EC

TO

R

ST

A

TE

F

A C

IL

IT

IE

S

A D

M

IN

IS

TR

A

TI

O N

D

ES

IG

N

A N

D C

O N

ST

R

U C

TI

O

N D

IV

IS

MAP BY OWNER

OPEN

OPEN

OPEN

OPEN

AD

JA

C

EN

T R

ET

AI

L

SH

EL

VI

N G

'F

OPEN

RETAIL SHELF UNIT 'H'

SLAT WALL DISPLAY

W/ SHELVES

9' -1

11 2" 1'

-0

11'-2"

2"

13'-0"

3" 1'

-1 0"

3' -3

4' -5

2'

-3

8"

8"

8"

8"

1'-6" 6'-9" 3"

1'-6"

10'-3"

WAINSCOT TRIM-

6' -1

11 2"

10'-0"

B-1

STAINED WOOD WRAPPED

COLUMNS (WD-1) OVER EXISTING

EXISTING BEAM

PAINTED (PT-5)

1'-6" 1'-6"

3"

OPEN

31 8"

PAINT ENTIRE WALL AND TRIM

THIS SECTION ONLY (PT-2)

GYPSUM PAINT (PT-1)

SEE DETAIL THIS SHEET

CASED OPENINGS

SEE DETAIL THIS SHEET

TRANSACTION DESK

SEE DETAIL SHEET A6.2

2" 2'-11

4" 1'-57 8" 4" 1'-57

8" 4" 1'-57 8" 4" 1'-57

8" 4" 1'-57 8"

2"

21 2"

4"

(WD-1)

BASE TRIM (WD-4)

WAINSCOT FRAME (WD-3)

CHAIR RAIL (WD-2)

CASING (WD-5)

PAINT ENTIRE WALL

AND TRIM THIS WALL ONLY

(PT-2)

CASED OPENING

3' -8

1 8"

3' -3

21 2"

8"

8"

1' -1

4"

8"

31 8"

2" 5

8"5 8"

8"3"

1 4"

7-1/2" X 34" POPLAR JAM W/ 14" REVEAL

AT CASED OPENINGS PAINT (PT-2)

8" GYPSUM (PT-1) OVER 34" PLYWOOD.

MUSEUM SIDE ONLY

8" GYPSUM (PT-2) OVER 2X6 STUD

RETAIL SIDE ONLY

WD-5

WD-2

WD-3

WD-3

WD-4

3' -1

0- 1/

2"

-1 /2

8" 51 8"

1' -0

PAINTED BEAM (PT-5)

CEILING

B-1

32 [2.516]

4 [0.750]

WD-3

8 [1.625]

16 [0.687]

BACKOUT

3 [3.000]

8 [0.625]

WD-5

3 [3.000]

32 [0.656]

WD-2

WD-4

WD-6

1 9 16 [1.567]

32 [1.585]

1' -0

2"

2"1

2"

1 2" 15 8"

PAINTED BEAM

(PT-5)

STAINED CROWN

MOLDING (WD-6)

STAINED WOOD

COLUMN WRAP

OVER EXISTING

(WD-1)

9' -1

1- 1/

2"

SCRIBE TO FLOOR

CEILING

TRIM WD-1 BOARDS

TO SIZE

M C

SA

G

R O

U P, IN

C

A rc hi te ct

R ec re at io n

Pl an ds ca pe

A rc hi te ct ur e

(6

)4

-3 w .m cs ag ro up

.c om

G re en w oo d

A ve nu e

S.

E

E as t G ra nd

R ap id s, M I 4

D ow nt ow n Pl an ri or

D es ts

F ac ili ty

P la nn in g

D

EP

A R

TM

EN

T O

F

TE

C H

N O

LO

G

Y , M

A N

A G

EM

EN

T A

N D

B U

D G

ET

ST

A

TE

O F

M

IC

H

IG

A N

A D

A M

P . L

A C

H , R

A , D

IR

EC

TO

R

ST

A

TE

F

A C

IL

IT

IE

S

A D

M

IN

IS

TR

A

TI

O N

D

ES

IG

N

A N

D C

O N

ST

R

U C

TI

O

N D

IV

IS

IO

N

A6.4

M

AT

ER

IA

L

FI

N

IS

H

SC

H

ED

U

LE

D

ET

AI

LS

ELEVATION

1/2"=1'-0" VISITOR INFORMATION WALL

A6.4

A6.4

WAINSCOT DETAIL

1-1/2"=1'-0" VISITOR INFORMATION WALL

A6.4

A6.4

WAINSCOT & CASED OPENING SECTION

1"=1'-0" VISITOR INFORMATION WALL

A6.4

WAINSCOT TRIM PROFILES

3"=1'-0" VISITOR INFORMATION WALL

A6.4

M C

SA

G

R O

U P, IN

C

A rc hi te ct

R ec re at io n

Pl an ds ca pe

A rc hi te ct ur e

(6

)4

-3 w .m cs ag ro up

.c om

G re en w oo d

A ve nu e

S.

E

E as t G ra nd

R ap id s, M I 4

D ow nt ow n Pl an ri or

D es ts

F ac ili ty

P la nn in g

D

EP

A R

TM

EN

T O

F

TE

C H

N O

LO

G

Y , M

A N

A G

EM

EN

T A

N D

B U

D G

ET

ST

A

TE

O F

M

IC

H

IG

A N

A D

A M

P . L

A C

H , R

A , D

IR

EC

TO

R

ST

A

TE

F

A C

IL

IT

IE

S

A D

M

IN

IS

TR

A

TI

O N

D

ES

IG

N

A N

D C

O N

ST

R

U C

TI

O

N D

IV

IS

IO

N

WOOD COLUMN TRIM DETAIL (WD-1)

1"=1'-0" TYPICAL AT RETAIL AREA

A6.4

A6.4

AutoCAD SHX Text

7200 LAKE SHORE DRIVE, MACKINAW ISLAND, MICHIGAN

AutoCAD SHX Text

ARCHITECT PROJECT#

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

FINAL RECORD

AutoCAD SHX Text

ISSUED FOR

AutoCAD SHX Text

IDENTIFICATION NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text A1247

AutoCAD SHX Text 2-11-2025

AutoCAD SHX Text THIS DOCUMENT AND CONTENT ARE THE EXCLUSIVE PROPERTY OF MCSAGROUP,INC. AND MAY NOT BE UTILIZED OR REPRODUCED WITHOUT THE WRITTEN PERMISSION OF MCSAGROUP,INC. COPYRIGHT (C) 2021

AutoCAD SHX Text

MACKINAC ISLAND VISITOR CENTER REDESIGN

AutoCAD SHX Text

STATE FILE #

AutoCAD SHX Text

751/24130.ABG

AutoCAD SHX Text X

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text B

AutoCAD SHX Text U

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text U

AutoCAD SHX Text N

AutoCAD SHX Text U

AutoCAD SHX Text M

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text M

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text Q

AutoCAD SHX Text U

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text

7200 LAKE SHORE DRIVE, MACKINAW ISLAND, MICHIGAN

AutoCAD SHX Text

ARCHITECT PROJECT#

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

FINAL RECORD

AutoCAD SHX Text

ISSUED FOR

AutoCAD SHX Text

IDENTIFICATION NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text A1247

AutoCAD SHX Text 2-11-2025

AutoCAD SHX Text THIS DOCUMENT AND CONTENT ARE THE EXCLUSIVE PROPERTY OF MCSAGROUP,INC. AND MAY NOT BE UTILIZED OR REPRODUCED WITHOUT THE WRITTEN PERMISSION OF MCSAGROUP,INC. COPYRIGHT (C) 2021

AutoCAD SHX Text

MACKINAC ISLAND VISITOR CENTER REDESIGN

AutoCAD SHX Text

STATE FILE #

AutoCAD SHX Text

751/24130.ABG

AutoCAD SHX Text X

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text B

AutoCAD SHX Text U

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text U

AutoCAD SHX Text N

AutoCAD SHX Text U

AutoCAD SHX Text M

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text M

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text Q

AutoCAD SHX Text U

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text

U P

U P

TOILET

FAMILY

101A

BF FAMILY

101B

BF FAMILY

101K

AMB.

101C

101D

101E

101F

101G

101H

101J

101L101M101NJAN

MUSEUM

RETAIL

STORAGE

BREAK

ROOM

PASSAGE

STAIR

EXG.

STAIR

EXG.

STAIR

D O

W N

60"X24"60"X24"

60"X24" 60"X24"

"X

"X

E

E

F

4'-0"

4'-0" 2'

-0

26'-10"

G

A

C

D

'-8

1 8"

'-7 1 4"

1'-10"

1'-10"

6'-0"

4' -0

1' -1

0"

H

6' -2

1 2"

20'-0"

2' -7

4"

8'-71 4"

B

2' -0

4' -1

4"

3'-113 4"

SEE SHEET A 6.2

FOR ENGLARGED

PLAN AND DETAIL

NEW 86" HIGH CHROME WIRE SHELVING W/

SHELF LINERS, 800LB SHELF CAPACITY,

S-HOOKS AT CORNERS.

BASIS OF DESIGN ULINE OR EQUAL

13'-73 8"

4" 7'

-8

2' -0

1'

-2 1 2"

3"6"

3'-01 4"

4"

3'-01 8"3'-01

4"

6"

3'-01 8"

3"

9' -8

ALL SH. ADJ.SLATWALL SLATWALL

ALL DRAWERS AT BOTTOM

16'-83 8"

4" 7'

-8

2' -0

ALL SH. ADJ.

1' -2

1 2"

3"

6"

3'-01 4"

4"

3'-01 8"

4"

3'-01 4"

6"

3'-01 8"

3"

3'-01 8"

9' -8

SLATWALL SLATWALL

MAGAZINE SH.

2'-0"2'-8"

2' -0

4"

2'-0"3'-4"

2' -5

4"

2'-0"4'-0"

2' -1

4"

TMN-2432-24 TMN-2440-24 TMN-2448-24

2'-21 2"

6' -1

01 2"

31 4"

8'-41 8"

7' -2

1 4"

1' -8

3/8 GLASS SH. 3/8 GLASS SH.

STORAGE DRAWERS AT BOTTOM 2'-0" M

C

SA

G

R O

U P, IN

C

A rc hi te ct

R ec re at io n

Pl an ds ca pe

A rc hi te ct ur e

(6

)4

-3 w .m cs ag ro up

.c om

G re en w oo d

A ve nu e

S.

E

E as t G ra nd

R ap id s, M I 4

D ow nt ow n Pl an ri or

D es ts

F ac ili ty

P la nn in g

D

EP

A R

TM

EN

T O

F

TE

C H

N O

LO

G

Y , M

A N

A G

EM

EN

T A

N D

B U

D G

ET

ST

A

TE

O F

M

IC

H

IG

A N

A D

A M

P . L

A C

H , R

A , D

IR

EC

TO

R

ST

A

TE

F

A C

IL

IT

IE

S

A D

M

IN

IS

TR

A

TI

O N

D

ES

IG

N

A N

D C

O N

ST

R

U C

TI

O

N D

IV

IS

IO

N

A6.5

FU

R

N

IT

U R

E

PL

AN

FURNITURE PLAN

1/4"=1'-0"

ISOMETRIC

NO SCALE WALL SHELVING W/ SLAT WALL BACK

D A6.5

ELEVATION

1/2"=1'-0" WALL SHELVING W/ SLAT WALL BACK

D A6.5

ELEVATION

1/2"=1'-0" WALL SHELVING W/ SLAT WALL BACK

C A6.5

ISOMETRIC

NO SCALE WALL SHELVING W/ SLAT WALL BACK

C A6.5

ELEVATION

1/2"=1'-0" NESTING TABLES

A A6.5

ELEVATION

1/2"=1'-0" S-LINE SHELVING

B A6.5

AutoCAD SHX Text

SW

AutoCAD SHX Text

SW

AutoCAD SHX Text

SW

AutoCAD SHX Text

SW

AutoCAD SHX Text

SH

AutoCAD SHX Text

SH

AutoCAD SHX Text

SH

AutoCAD SHX Text

SH

AutoCAD SHX Text

SH

AutoCAD SHX Text

7200 LAKE SHORE DRIVE, MACKINAW ISLAND, MICHIGAN

AutoCAD SHX Text

ARCHITECT PROJECT#

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

FINAL RECORD

AutoCAD SHX Text

ISSUED FOR

AutoCAD SHX Text

IDENTIFICATION NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text A1247

AutoCAD SHX Text 2-11-2025

AutoCAD SHX Text THIS DOCUMENT AND CONTENT ARE THE EXCLUSIVE PROPERTY OF MCSAGROUP,INC. AND MAY NOT BE UTILIZED OR REPRODUCED WITHOUT THE WRITTEN PERMISSION OF MCSAGROUP,INC. COPYRIGHT (C) 2021

AutoCAD SHX Text

MACKINAC ISLAND VISITOR CENTER REDESIGN

AutoCAD SHX Text

STATE FILE #

AutoCAD SHX Text

751/24130.ABG

AutoCAD SHX Text X

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text B

AutoCAD SHX Text U

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text U

AutoCAD SHX Text N

AutoCAD SHX Text U

AutoCAD SHX Text M

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text M

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text Q

AutoCAD SHX Text U

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text A

4'-2"

2'-0"

3' -1

4"

1'-5"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"1'-5"

4'-0"4'-0"4'-0"4'-0"4'-0"

8' -0

1' -8

LAMINATED SLAT WALL

BUNKER DRAWERS

4'-0"

11 2"

31 4" 1'

-2 1 2"

1' -8

3' -9

1 2"

4'-113 4"

1' -1

2'-31 8"

4'-11 4"

4'-71 4"

2'-31 2"

3'-113 4"

2'-91 2"

6'-21 2"

OPEN SHELVES

2' -6

" M C

SA

G

R O

U P, IN

C

A rc hi te ct

R ec re at io n

Pl an ds ca pe

A rc hi te ct ur e

(6

)4

-3 w .m cs ag ro up

.c om

G re en w oo d

A ve nu e

S.

E

E as t G ra nd

R ap id s, M I 4

D ow nt ow n Pl an ri or

D es ts

F ac ili ty

P la nn in g

D

EP

A R

TM

EN

T O

F

TE

C H

N O

LO

G

Y , M

A N

A G

EM

EN

T A

N D

B U

D G

ET

ST

A

TE

O F

M

IC

H

IG

A N

A D

A M

P . L

A C

H , R

A , D

IR

EC

TO

R

ST

A

TE

F

A C

IL

IT

IE

S

A D

M

IN

IS

TR

A

TI

O N

D

ES

IG

N

A N

D C

O N

ST

R

U C

TI

O

N D

IV

IS

IO

N

A6.6

FU

R

N

IT

U R

E

PL

ANELEVATION

1/2"=1'-0" TRIM MOBILE GONDOLA

E A6.6

ELEVATION

1/2"=1'-0" SLAT WALL PANELS W/ BUNKER DRAWERS

F A6.6

ISOMETRIC

NO SCALE BUNKER DRAWERS AT SLAT WALL

ELEVATION

1/2"=1'-0" BUNKER DRAWERS AT SLAT WALL

F A6.6

ELEVATION

1/2"=1'-0" TRI-LEVEL WITH DRAWERS

G A6.6

ELEVATION

1/2"=1'-0" SHELF UNIT

H A6.6

F A6.6

AutoCAD SHX Text

7200 LAKE SHORE DRIVE, MACKINAW ISLAND, MICHIGAN

AutoCAD SHX Text

ARCHITECT PROJECT#

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

FINAL RECORD

AutoCAD SHX Text

ISSUED FOR

AutoCAD SHX Text

IDENTIFICATION NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text A1247

AutoCAD SHX Text 2-11-2025

AutoCAD SHX Text THIS DOCUMENT AND CONTENT ARE THE EXCLUSIVE PROPERTY OF MCSAGROUP,INC. AND MAY NOT BE UTILIZED OR REPRODUCED WITHOUT THE WRITTEN PERMISSION OF MCSAGROUP,INC. COPYRIGHT (C) 2021

AutoCAD SHX Text

MACKINAC ISLAND VISITOR CENTER REDESIGN

AutoCAD SHX Text

STATE FILE #

AutoCAD SHX Text

751/24130.ABG

AutoCAD SHX Text X

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text B

AutoCAD SHX Text U

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text U

AutoCAD SHX Text N

AutoCAD SHX Text U

AutoCAD SHX Text M

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text M

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text Q

AutoCAD SHX Text U

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text A

EXG. OPENING

T.O. WALL TO

MATCH ADJACENT

OPENING HEIGHT

EWC, SEE PLUMBING

2XR STUD WALL W/ HIGH

IMPACT 58" GPDW B.S.,

PAINTED

FINISH T.O. WALL W/

PAINTED 1X WOOD CAP

WITH 12" OVERHANG ALL

SIDES

RES. BASE, SEE

FINISH SCHEDULE

INFILL OPENING W/ 2X.

MATCH EXG. FURR OUT AS

NECESSARY TO BE FLUSH W/

ADJACENT SURFFACES ON

BOTH SIDES

4/4

SEE SHEET A0.2

1/6

SEE SHEET A0.2

2/6 4/4

SEE SHEET A0.2

REMOVE BUILD-OUT

COMPLETELY TO

BEADBOARD WALL. NEW 58"

PAINTED GPDW ON EXG

BEADBOARD.

10"

4'-2"

1'-3"

MIN

'-1

11 2"

1' -0

NEW 2X CHASE W/ PAINTED 58"

GYP. HOLD TIGHT TO CORNER

RES. BASE, SEE

FINISH SCHEDULE

REMOVE BUILD-OUT COMPLETELY TO

ORIGINAL BEADBOARD COVERING.

PROVIDE NEW 38" THICK PAINTED BEAD

BOARD OVER EXISTING. PROFILE AND

SIZE PROFILE TO MATCH ORIGINAL

INDIVIDUAL BOARDS, PT-1.

4/4

SEE SHEET A0.2

NEW WINDOW PAINTED 1X4

WOOD CASING, SILL AND APRON

AT EXISTING WINDOWS, PT-6.

PAINT EXISTING WINDOWS, PT-6

REMOVE 1X WOOD TRIM AT

DOOR PER INSTALLATION OF

NEW BF OPERATOR. REINSTALL

OR REPLACE TRIM. PAINT ALL

TRIM, DOORS, SIDELITE &

TRANSOM, PT-6. M

C

SA

G R

O U

P, IN

C

A rc hi te ct

R ec re at io n Pl an ds ca pe A rc hi te ct ur e

(6

)4

-3 w .m cs ag ro up

.c om

G re en w oo d

A ve nu e

S.

E

E as t G ra nd

R ap id s, M I 4

D ow nt ow n Pl an ri or

D es ts

F ac ili ty

P la nn in g

D

EP

A R

TM

EN

T O

F

TE

C H

N O

LO

G

Y , M

A N

A G

EM

EN

T A

N D

B U

D G

ET

ST

A

TE

O

F M

IC

H

IG

A

N

A D

A M

P . L

A C

H , R

A , D

IR

EC

TO

R

ST

A

TE

F

A C

IL

IT

IE

S

A D

M

IN

IS

TR

A

TI

O N

D

ES

IG

N

A N

D C

O N

ST

R

U C

TI

O

N D

IV

IS

PLUMBING ABBREVIATIONS

PLUMBING SYMBOLS LEGEND

PLUMBING PIPING PLUMBING EQUIPMENT

1. ALL PLUMBING WORK SHALL CONFORM TO MICHIGAN

PLUMBING CODE, LATEST APPLICABLE EDITION.

2. INSTALL ALL EQUIPMENT, MATERIALS, AND

ACCESSORIES PER MANUFACTURERS WRITTEN

INSTRUCTIONS.

3. INSTALL ISOLATION BALL VALVES @ ALL FIXTURE WATER

SUPPLY LINES.

4. ALL PIPE SIZES SHOWN ARE SERVICE SIZE. SIZE

SLEEVES FOR 1" CLEAR SPACE BETWEEN PIPE AND

SLEEVE FOR INSTALLATION OF MECHANICAL SEAL.

5. CONTRACTOR TO VERIFY LOCATIONS OF EXISTING

UNDERGROUND UTILITIES BEFORE BEGINNING WORK.

6. CONTRACTOR SHALL DEMOLISH & REMOVE EXISTING

PIPING, FITTINGS, & EQUIPMENT AS REQUIRED FOR NEW

INSTALLATIONS. VALVE & CAP PIPING TO REMAIN.

7. FIELD VERIFY LOCATIONS OF EXISTING PIPING THAT MAY

CONFLICT WITH NEW CONSTRUCTION AND RELOCATE

AS NEEDED.

8. NOTIFY OWNER OF ANY PIPING DEMOLITION THAT MAY

AFFECT NORMAL OPERATION OF OTHER AREAS.

9. MECHANICAL SEALS REQUIRED FOR BELOW GRADE

WALL PENETRATIONS.

10. ALL FLOOR DRAINS TO BE EQUIPPED WITH TRAP

PRIMERS OR CODE APPROVED TRAP SEALS, UNLESS

OTHERWISE NOTED.

11. 1% SLOPE FOR ALL SANITARY PIPING.

12. FIRE SUPPRESSION DESIGN & PIPING SHALL BE BY

CERTIFIED FIRE SUPPRESSION CONTRACTOR.

13. PROVIDE SHOCK STOPS FOR EVERY PLUMBING GROUP.

14. PROVIDE AIR ELIMINATION DEVICES FOR EACH

PLUMBING SYSTEM.

15. THE CONTRACTOR SHALL FIELD VERIFY THE SIZES,

LOCATION, ELEVATIONS, AND DETAILS OF ALL EXISTING

CONDITIONS THAT MAY AFFECT THE WORK.

16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

MAINTAINING THE INTEGRITY OF ALL EQUIPMENT AND

MATERIALS IN A "NEW" CONDITION DURING

CONSTRUCTION.

17. ALL WORK SHALL BE PERFORMED BY LICENSED

CONTRACTORS AND SUBCONTRACTORS AS REQUIRED

BY LAW.

18. DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE

WITH THE CODES AND REGULATIONS ENFORCED BY

LOCAL BUILDING OFFICIALS.

19. IF THERE IS CONFLICTING INFORMATION IN THE PLANS

OR SPECIFICATIONS THE MORE STRINGENT AND

GREATER COST ITEM SHALL BE USED.

20. DRAWINGS INDICATE REQUIRED SIZES AND POINTS OF

TERMINATION OF PIPES AND SUGGESTED ROUTES. IT IS

NOT INTENTION OF DRAWINGS TO INDICATE ALL

NECESSARY OFFSETS. INSTALL WORK IN MANNER TO

CONFORM TO STRUCTURE, AVOID OBSTRUCTIONS,

PRESERVE HEADROOM AND KEEP OPENINGS AND

PASSAGEWAYS CLEAR. DO NOT SCALE FROM

DRAWINGS.

18. MODIFY THE EXISTING SPRINKLER HEAD LOCATIONS

AND FIRE SUPPRESSION PIPING AS REQUIRED TO

ACCOMMODATE NEW WALLS/CEILINGS, LIGHTING, AND

HVAC EQUIPMENT AS REQUIRED TO SPRINKLE THE

SPACE PER NFPA 13.

19. CONTRACTOR TO FIELD VERIFY ALL BURIED UTILITIES

AND PIPING PRIOR TO CONSTRUCTION.

GENERAL PLUMBING NOTES

MISCELLANEOUS NOTES

PLUMBING VALVES

POINT OF CONNECTION BETWEEN NEW AND

EXISTING

POINT OF EXISTING TO REMAIN AND EXISTING

TO BE REMOVED

INDICATES PLAN NOTE

INDICATES DEMOLITION NOTE

DETAIL BUBBLE

DETAIL NUMBER

PAGE LOCATION INDICATES

DIRECTION OF DETAIL SECTION

AD AREA DRAIN

ASR AUTOMATIC SPRINKLER RISER

BFS BELOW FLOOR SLAB

BWV BACK WATER VALVE

CB CATCH BASIN

CI CAST IRON

CO CLEAN OUT

CV CONTROL VALVE

DF DRINKING FOUNTAIN

DIA DIAMETER

DN DOWN

DWH DOMESTIC WATER HEATER

E.T.C. ELECTRICAL TRADES CONTRACTOR

EWC ELECTRIC WATER COOLER

EXIST EXISTING

FD FLOOR DRAIN

FC FINAL CONNECTIONS

FDC FIRE DEPT. CONNECTION

FF FINISH FLOOR

FHV FIRE HOSE VALVE

FT FEET

GAL GALLON

GD GARBAGE DISPOSAL

GI GREASE INTERCEPTOR

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

HB HOSE BIB

HD HEAD (FT)

HP HORSE POWER

ID INSIDE DIAMETER

I.E. INVERT ELEVATION

LAV LAVATORY

LT LAUNDRY TRAY

MA MEDICAL AIR

MAX MAXIMUM

MGC MEDICAL GAS CONSOLE

MH MAN HOLE

MIN MINIMUM

MS MOP SINK

M.T.C. MECHANICAL TRADES CONTRACTOR

NTS NOT TO SCALE

ORD OVERFLOW ROOF DRAIN

OXY OXYGEN

P PUMP

PD PRESSURE DROP

PVC POLY-VINYL-CHLORIDE

RC RAIN CONDUCTOR

RD ROOF DRAIN

RI ROUGH-IN

REQ'D REQUIRED

SAN SANITARY

SHWR SHOWER

SK SINK

SP STAND PIPE

SQ. FT. SQUARE FEET

SS SERVICE SINK

ST STORM

S&W STOP & WASTE

STR STRAINER

SV STACKED VENT

TYP. TYPICAL

UR URINAL

VB VACUUM BREAKER

VS VENT STACK

V.F.D VARIABLE FREQUENCY DRIVE

VTR VENT THRU ROOF

W WASTE

WB WET BULB

WC WATER CLOSET

WH WALL HYDRANT

WS WASTE STACK

W&V WASTE AND VENT

X-CW EXIST. CW PIPING

ITEM

EXISTING

COLD WATER

COLD WATER BELOW FINISH SLAB

HOT WATER

HOT WATER BELOW FINISH SLAB

HOT WATER RETURN

HOT WATER RETURN BELOW FINISH SLAB

SOFTENED WATER

SOFTENED WATER BELOW FINISH SLAB

SOFTENED WATER RETURN

SOFTENED WATER RETURN BELOW FINISH

SLAB

TEMPERED WATER

TEMPERED WATER BELOW FINISH SLAB

TEMPERED WATER RETURN

TEMPERED WATER RETURN BELOW FINISH

SLAB

DEIONIZED WATER

DEIONIZED WATER BELOW FINISH SLAB

REVERSE OSMOSIS WATER

REVERSE OSMOSIS WATER RETURN BELOW

FINISH SLAB

FIRE PROTECTION

GAS (NATURAL)

GAS (LIQUID PETROLEUM)

ACID RESISTANT

VENT ACID RESISTANT WASTE

ACID RESISTANT WASTE BELOW FINISH SLAB

RAIN CONDUCTOR

STORM BELOW FINISH SLAB

OVERFLOW RAIN CONDUCTOR

OVERFLOW RAIN CONDUCTOR BELOW FINISH

SLAB

SANITARY WASTE

SANITARY WASTE BELOW FINISH SLAB

VENT PIPING

VENT PIPING BELOW FINISH SLAB

COMPRESSED AIR

OXYGEN

NITROUS OXIDE

NITROGEN

MEDICAL AIR

VACUUM

DEMOLITION

GATE VALVE

GAS COCK

CHECK VALVE

BALANCE COCK

CIRCUIT SETTER

TWO-WAY CONTROL VALVE

THREE-WAY CONTROL VALVE

GLOBE VALVE

BALL VALVE

OS&Y VALVE

SOLENOID VALVE

EXPANSION VALVE WITH THERMOSTATIC BULB

PLUG VALVE

BUTTERFLY VALVE

RELIEF VALVE

HOSE & DRAIN END VALVE

PRESSURE RELIEF VALVE

PRESSURE REDUCING VALVE

TRIPLE DUTY VALVE

GAS PRESSURE REGULATOR

STRAINER (BLOW-OFF)

FLOW DIRECTION

PIPING DROP

PIPING RISE

FLOOR CLEANOUT

INLINE PIPING DROP

INLINE PIPING RISE

PIPING TEE

PIPING ELBOW

INLINE CLEANOUT

PLUMBING TRAP

THERMOMETER

CONNECTION

PUMP

UNION

PIPE ANCHOR

PIPE GUIDE

FLOOR DRAIN & FLOOR SINK

BACK FLOW PREVENTER

FLANGE END CONNECTION

WALL HYDRANT & HOSE BIBB

REGULAR & OVERFLOW ROOF DRAIN

PIPE CAP

PIPE BREAK

WATER METER

GAS METER

PRESSURE GAUGE

FIRE HYDRANT

SPRINKLER HEAD (PENDANT)

SPRINKLER HEAD (UPRIGHT)

SPRINKLER HEAD (SIDEWALL)

FIRE DEPARTMENT CONNECTION

PIPING FLEXIBLE CONNECTOR

SIGHT GLASS

PIPE EXPANSION

COMPENSATOR FLOW SENSOR DEVICE

FLOW METER

FLOW SWITCH

PRESSURE SWITCH

SUPERVISORY SWITCH INVERTED

BUCKET TRAP

FLOAT & THERMOSTATIC TRAP

X

X

XX

XXXX

XX

XXXX

CW

CW

HW

HW

HWR

HWR

SW

SW

SWR

SWR

TW

TW

TWR

TWR

DI

DI

RO

RO

FP

G

LP

ARV

ARW

ARW

RC

ST

ORC

ORC

SAN

SAN

V

V

CA

NO

N2

MA

VAC

M

M

P

FS

FT

BT

PS

SS

EXTEND TO FLOOR (TYP.)

HOSE END DRAIN VALVE (TYP.)

DWH-1

4'' CONCRETE PAD

P-1

EXPANSION TANK

AMTROL MODEL

ST-5, 2.0 GAL. T&P RELIEF

VALVE (TYP.)

1 DOMESTIC WATER HEATER DETAIL

SCALE: NTS

HWHW

R

CWSHUT-OFF VALVE (TYP.)

CHECK VALVE (TYP.)

THERMOMETER (TYP.)

UNION (TYP.)

1-1/2"

3/4"

1-1/2"

DRAIN VALVE (TYP.)

FLOOR

M C

SA

G

R O

U P, IN

C

A rc hi te ct

R ec re at io n

Pl an ds ca pe

A rc hi te ct ur e

(6

)4

-3 w .m cs ag ro up

.c om

G re en w oo d

A ve nu e

S.

E

E as t G ra nd

R ap id s, M I 4

D ow nt ow n Pl an ri or

D es ts

F ac ili ty

P la nn in g

D

EP

A R

TM

EN

T O

F

TE

C H

N O

LO

G

Y , M

A N

A G

EM

EN

T A

N D

B U

D G

ET

ST

A

TE

O F

M

IC

H

IG

A N

A D

A M

P . L

A C

H , R

A , D

IR

EC

TO

R

ST

A

TE

F

A C

IL

IT

IE

S

A D

M

IN

IS

TR

A

TI

O N

D

ES

IG

N

A N

D C

O N

ST

R

U C

TI

O

N D

IV

IS

IO

N

M A

T R

I X mbaker Craig MI

U P

UP

X-

SA

N X-

SA

N

X-SAN X-SAN

X-SAN X-

SA

N X-

SA

N

X-

SA

N

X-SAN

X-SAN

X-SAN

X-

CW

X-CW

X-2" SAN UP

TO X-SK

X-SAN UP

TO X-FCO

X-2" SAN UP TO

X-LAV (TYP. 5)

X-4" SAN UP

X-4" SAN UP

X-4" SAN UP TO

SECOND FLOOR

X-4" SAN UP

X-CO

X-2-1/2" CW X-6" SAN

X-6"

X-6"

X-HB

X-CW X-CW

X-CW

X-CO

X-2" SAN

UP TO X-FD X-4" SAN UP

X-4" SAN UP

TO X-WC

X-2" SAN UP

TO X-FD

X-2" SAN UP TO

X-LAV (TYP. 5)

X-2" SAN UP

TO X-FD

X-2" SAN UP

TO X-FD

X-2" SAN UP

TO X-FD

X-2" SAN UP

TO X-FD

X-1-1/4" CW

UP TO X-WC

X-1-1/4"

CW UP

X-1-1/2" SAN

UP TO X-EWC X-3/4" CW UP

TO X-EWC

X-SAN X-2-1/2"

CW UP

X-4"

X-4" X-4"

X-4"

X-4"

X-4"

X-4"

X-4"

X-4"

X-4"

X-4"

X-SUMP

PUMP

X-1-1/2"

X-3/4" X-3/4"

CRAWL

SPACE

BASEMENT

DIRECT

BURIED

X-FIRE SUPPRESSION

RISER

PLUMBING DEMOLITION NOTES

DISCONNECT, REMOVE, AND DEMO EXISTING SANITARY PIPING, VENT PIPING, AND

ALL ASSOCIATED ACCESSORIES TO THE EXTENTS SHOWN.

DISCONNECT, REMOVE, AND DEMO EXISTING COLD WATER PIPING, VALVES, FITTINGS,

AND ALL ASSOCIATED ACCESSORIES TO THE EXTENTS SHOWN.

EXISTING HOSE BIB TO REMAIN.

EXISTING SUMP PUMP AND ALL ASSOCIATED ACCESSORIES TO REMAIN.

GENERAL PLUMBING DEMOLITION NOTES

1. CONTRACTOR TO FIELD VERIFY ALL BURIED UTILITIES AND PIPING PRIOR TO CONSTRUCTION.

2. CONTRACTOR TO PATCH ALL WALL AND CEILING PENETRATIONS AS REQUIRED TO MATCH EXISTING.

COORDINATE WITH ARCHITECTURAL DRAWINGS FOR WALL/CEILING PATCHING AND FINISHES.

3. CONTRACTOR TO SAWCUT EXISTING CONCRETE FLOOR AS REQUIRED TO REMOVE EXISTING BELOW FLOOR SANITARY PIPING, VENT…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated .