ADD 1-MitchellSP DUA_Narrative+Attachments_23309.pdf

DTMB-0414 (Rev 6/25)

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

State Facilities Administration, Design & Construction Division

CONSTRUCTION BID ADDENDUM NO. 1

This form identifies an Addendum to Bidding Documents, and incorporates interpretations or clarifications, modifications, acceptance of proposed “or equal” materials, and other information into the Bidding Documents. Addenda will be numbered by the Professional and distributed through www.michigan.gov/SIGMAVSS as an attachment.

TO:

ALL BIDDERS

DATE ISSUED

9/11/2026

PROJECT NAME

William Mitchell State Park Day Use Improvements; Wexford County, MI

FILE NUMBER

751/23309.HJD

PROFESSIONAL

Beckett & Raeder, Inc.

PROJECT DIRECTOR

Heather DeKorte

BID OPENING DATE:

9/23/2026

ADDENDUM ITEMS: (see attachments for re-issued drawings and other items)

BID DUE DATE:

1. The bid due date is changed from 9/16/2026 to 9/23/2026.

DRAWINGS:

2. Sheet C4.0 Layout & Materials Plan (re-issued).

3. Sheet C7.2 Site Details (re-issued)

4. Sheet A5.0 RS Exterior Details (re-issued)

5. Sheet A7.0 RS Door and Window Schedules (re-issued)

6. Sheet A8.0 RS Finish Schedule (issued)

7. Sheet A5.0 PS Exterior Details (re-issued)

8. Sheet S1.1 PS Roof and Floor Structural Plan (re-issued)

SPECIFICATIONS:

9. Section 00800 Supplementary Conditions (not re-issued): Paragraph 2 is edited to now read:

Contractor shall include pedestrian traffic signage, barriers, and other controls as necessary to limit pedestrian access to the construction area and beach from beneath the M-115 bridge connecting the campground and Day Use Area, as well as boater access to the beach and Day Use Area via the water. Contractor shall maintain pedestrian access along the canal to the fishing platform at the end of the canal. Controls shall be maintained during construction and removed when no longer necessary.

10. Section 32 33 00 – Site Furnishings (not re-issued): Article 2.2 Vehicular Bar Gate, Paragraph 2.2.A.1 has been changed to the following: Hoover Fence Company, Newton Fall, OH (phone 330.358.2335) 4’x30’ Double Z-Series Tubular Steel Barrier Gate, featuring galvanized HF40, with galvanized Duckbill Gate Holdback to hold in open position. Paragraph 2.2.A.2 referencing aluminum has been deleted.

11. Section 08 71 00 Finish Hardware (issued). This section was omitted in original Project Manual.

12. Section 09 67 23 Epoxy Flooring (issued). This section was omitted in original Project Manual.

13. Section 09 93 13 Exterior Stains and Transparent Finishes (issued). This section was omitted in original

Project Manual.

OTHER ITEMS (For Information Only):

14. Mandatory Pre-Bid Meeting Agenda.

15. Mandatory Pre-Bid Meeting Sign-In Sheets.

16. Bidders Questions and PSC Responses.

ACKNOWLEDGEMENT: This Addendum must be acknowledged by the Bidder in the space provided in the Bid Summary and Bid Form. Failing to acknowledge Addenda may be cause for the Bid to be rejected. Addenda will become part of the Contract Documents.

PROFESSIONAL: Christy D. Summers, Beckett & Raeder, Inc. DATE: 9/10/2026 APPROVED BY: Heather DeKorte, Project Director DATE: 9/11/2026

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R46' R36'

R11'

R40'

30'R

R5'

R27'

R26'

R3'

R15' R300'

R40'

R25'

10'R5'R, TYP.

R27' R27'

R3', TYP.

R3'

R100'

SN

UGE

UGE

UGE

UGE UGE

UGE

UGE

18.0' 24.0'

18.0' 8.0'

6.0'

8.0'

20.0'

8.0'

6.0'

10.3'

20.0'

60.0' 14.0'

TYP.

20'R

R54'

5'R

3'R 3'R

3'R

5'R 3'R

75'R

5.0'

TYP8.0'

TYP8.0'

TYP

20 SPACES @ 9.5' = 190.0'

24 SPACES @ 9.5' = 228.0'

52 SPACES @ 9.0' = 468.0'

N 7758.32 E 9844.17

N 8217.78 E 9716.01 co

UD UD UD UD

U D

UD

UD

UD

UD

UD

U D

UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD

UD

UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD

UD

UD

UD

UD

UD

U D

UD

UD

UD

BITUMINOUS

PAVEMENT

STANDARD PARKING

STRIPING

Checked: NA / CS

2023087

Approved: CS

Drawn: MK / NA / NJ

Issued forDates

535 West William, Suite 101

Planning, Engineering & Landscape Architecture

Beckett & Raeder, Inc.

Ann Arbor, MI 48103

663.2622 663.6759 ph fx

Beckett&Raeder RB i

Day Use Improvements William Mitchell State Park

Cadillac, Michigan

Environmental Services

6030150 90 FEET

Know what's below.

before you dig.Call

R

1" = 30'

Owner Review05.29.2026

Permitting08.07.2026

751/23309.HJD

Bidding08.19.2026

Addendum #109.10.20261

C4.0

Layout & Materials Plan

CONTROL JOINT

EXPANSION JOINT

LAYOUT & MATERIALS LEGEND

CONTROL JOINT

EXPANSION JOINT

LIMIT OF WORK LINE

RIGHT-OF-WAY LINE

LAYOUT & MATERIALS NOTES

1. ALL WORK SHALL BE COMPLETED IN CONFORMANCE WITH CURRENT ADA

STANDARDS.

2. ALL DIMENSIONS ARE TO BACK OF CURB, FACE OF BUILDING OR EDGE OF

MATERIAL UNLESS OTHERWISE NOTED.

3. ALL LINES ARE PARALLEL OR PERPENDICULAR TO THE CURB/ PAVEMENT/ BUILDING

LINE FROM WHICH THEY ARE DIMENSIONED UNLESS OTHERWISE NOTED.

4. FOLLOWING LAYOUT OF ALL MATERIALS, CONTRACTOR SHALL REVIEW WITH

OWNER'S REPRESENTATIVE.

5. ANY DISCREPANCIES IN THE LAYOUT PLAN SHOULD BE IMMEDIATELY REPORTED

TO OWNER'S REPRESENTATIVE.

6. NORTHINGS AND EASTINGS ON THE PLAN HAVE BEEN TRUNCATED BY THE

FOLLOWING: NORTHINGS: -330000; EASTINGS: -1939000

PROPOSED TURN AROUND

C7.1

2 CONCRETE PAVEMENT

C7.1

C7.2

C7.1

8 UNIT RETAINING WALL

WALL TYPE 2

EXISTING PLAY

GROUND PIT

EXISTING PLAY

AREA

PROPOSED

PICNIC SHELTER

PROPOSED

RESTROOM

PROPOSED STANDARD DUTY

CONCRETE PAVEMENT

PROPOSED HEAVY DUTY

CONCRETE PAVEMENT

PROPOSED STANDARD DUTY

HMA PAVEMENT

PROPOSED HEAVY DUTY

HMA PAVEMENT

PROPOSED REGULATORY SIGNS

CONCRETE CURB &

GUTTER

C7.2

7 REGULATORY SIGN

C7.2

3DOUBLE SWING PARK

GATE

K-4298

K-4298

(5)K2-1220

(1) K-1479

R1-1

R1-1

THICKENED EDGE WALK

AT BEACH

PROPOSED BENCH WITH ADA COMPANION SEATING

(BENCH BY OTHERS)

C7.2

2PRECAST BOLLARD

M - 115

C

LA

M L

A K

E C

A N

A L

LAKE MITCHELL C7.1

6 SAND TRACKING PAD

CL

CL

CL

C7.1

8 UNIT RETAINING WALL

WALL TYPE 1

C7.1

C7.1

PROPOSED CONCRETE CURB AND GUTTER

CURB TAPPER

PROPOSED SAND TRACKING PAD

(ALTERNATE NO. 3)

PROPOSED PRECAST BOLLARD

PROPOSED UNIT RETAINING WALL -

TYPE 1

PROPOSED RESTROOM BUILDING

C7.1

1 TYPICAL CURB RAMPS AT

PARKING LOT - RAMP 1

C7.1

1 TYPICAL CURB RAMPS AT

PARKING LOT - RAMP 2

C7.3

1CONTACT STATION

C7.1

8UNIT RETAINING WALL

WALL TYPE 1

PROPOSED UNIT RETAINING WALL -

TYPE 2

CONTROL JOINT

EXPANSION JOINT

PROPOSED THICKENED

EDGE WALK AT BEACH

PROPOSED PICNIC SHELTER

(ALTERNATE NO. 2)

PROPOSED CONTACT STATION

(ALTERNATE NO. 1)

(ALTERNATE NO. 3)

(ALT NO. 3)

(ALT NO. 2)

(ALTERNATE NO. 1)

(ALT NO. 1)

C7.2

8DUCKBILL GATE HOLDBACK

POST INSTALLATION

PROPOSED DOUBLE SWING GATE

WITH DUCKBILL HOLDBACK

Checked: NA / CS

2023087

Approved: CS

Drawn: MK / NA / NJ

Issued forDates

535 West William, Suite 101

Planning, Engineering & Landscape Architecture

Beckett & Raeder, Inc.

Ann Arbor, MI 48103

663.2622 663.6759 ph fx

Beckett&Raeder RB i

Day Use Improvements William Mitchell State Park

Cadillac, Michigan

Environmental Services

6030150 90 FEET

Know what's below.

before you dig.Call

R

1" = 30'

Owner Review05.29.2026

Permitting08.07.2026

751/23309.HJD

Bidding08.19.2026

Addendum #109.10.20261

SCALE 1/4" = 1' - 0"

Standard Parking Striping

NOTE:

DIMENSIONS ARE TYPICAL FOR

EACH PARKING STALL UNLESS

NOTED OTHERWISE ON PLANS

4" PAINTED STRIPE

A S

D

IM

EN

SI

O N

ED

O

N P

LA

N

AS DIMENSIONED

ON PLAN

o

FACE OF CURB

C7.2

Site Details

6 Bench, Surface Mount By Owner - Reference Detail Only

NO SCALE

LANDSCAPE FORMS

SCARBOROUGH BENCH, 96"

BACKED, OR APPROVED

ALTERNATE (BY OWNER)

(4) ANCHOR BOLTS AS

RECOMMENDED BY MFR.

CORE DRILL BRICK,

BITUMINOUS SETTING BED

AND CONCRETE SLAB TO

ACCEPT ANCHOR BOLT

(MIN. 4-1/2" EMBEDMENT

IN CONCRETE). EPOXY

GROUT BOLT TO CONCRETE

SLAB (BY OWNER)

COMPACTED SUBGRADE

8-0"

2' -9

.7 5"

4", TYP.

ALL SIDES

6"

SCALE: 1" = 1'-0"

Precast Bollard

12"12"7"

4"

PRECAST CONCRETE BOLLARD

SET BOLLARD WITH (1) 1/2" SS

DOWELS (BOLLARD PREDRILLED),

DRILL PVMT. & SET WITH EPOXY

TURN DOWN SLAB 12",

3'x3' AREA

COMPACTED GRANULAR MATERIAL

COMPACTED SUBGRADE

1 Precast Concrete Bumper Block

SCALE: 3/4" = 1'-0"

IN BITUMINOUS PAVEMENTIN GRAVEL

A

A'

SECTION A-A'

CL

CL

3/4" DIA. HOLE TO

ACCOMMODATE REBAR

3 PER BUMPER BLOCK

#4 VERT. REBAR 3 PER

BUMPER BLOCK

#4 HORIZ. REBAR 2" MIN.

COVER 2 PER BUMPER

BLOCK

3' -6

8"

2"

4 1/2"

TYP.

8'-0"

9" 9"

4" 4"

6"

1"

SCALE 1/4" = 1' - 0"

Barrier Free Parking Stall Striping

AS DIMENSIONED

ON PLAN

AS DIMENSIONED

ON PLAN

36"

NO SCALE

Regulatory Signage

10" DIAMETER

3' -6

M

IN

2' -6

6'

-8

FORM TOP 6" OF FOOTING

V A

RI

ES

VARIES

CONCRETE FOOTING - SLOPE TOP TO

DRAIN

4" X 13

4" TELESPAR

REGULATORY SIGN AS SHOWN ON LAYOUT

AND PER MI MANUAL OF UNIFORM TRAFFIC

CONTROL DEVICES (MMUTCD)

SQUARE 12 GUAGE

PERFORATED TUBING AS MF'D

BY UNISTRUT, BLACK FINISH

SUPPLEMENTAL PLAQUE

AT VAN-ACCESSIBLE PARKING SPACES

MESSAGE QTY MMUTCD SIZE

STOP 01 R1-1 36 X 36"

RESERVED PARKING ADA ONLY 05 K2-1220 12 X 18"

VAN ACCESSIBLE (PLAQUE) 01 K-1479 12 X 6"

AUTHORIZED VEHICLES ONLY 01 K-4298 12 X 18"

C7.1

CONCRETE SIDEWALK/PAVEMENT

NOT TO SCALE

Vehicular Bar Gate

4' -0

4'

-0

NOTE:

VEHICULAR BAR GATE DEPICTED IS

SCHEMATIC; CONTRACTOR SHALL SUBMIT

SHOP DRAWINGS FOR REVIEW AND

APPROVAL.

DUCKBILL HOLDBACK POST DETAIL SEE

BITUMINOUS PAVEMENT 4

C7.1

Section

SCALE: 1/4"=1'-0"

UNIVERSAL BARRIER

FREE PARKING

SYMBOL

4" BLUE PARKING

SPACE STRIPE

FACE OF CURB

4" BLUE

AISLE STRIPE

NIC

8" DIA.

3”

SCALE: 1" = 1'-0"

Duckbill Gate Holdback Post Installation

CONCRETE FOOTING; FORM

UPPER 6" MIN

CRIMP BOTTOM OF POST TO

PREVENT VERTICAL MOVEMENT

4" TOPSOIL & SEED

COMPACTED SUBGRADE

DUCKBILL CHAIN LINK FENCE

GATE HOLDBACK ATTACHED TO

POST PER MFR'S

RECOMMENDATION

2" DIA. POST PER MFR'S

RECOMMENDATION

FINISH GRADE

1" CHAMFER

NOTE:

POSITION GATE HOLD BACK

ASSEMBLY BOTH HORIZONTALLY

AND VERTICALLY AS REQUIRED TO

RECEIVE GATE LEAF

C7.2

CONCRETE FOOTING; FORM

UPPER 6" MIN

CRIMP BOTTOM OF POST TO

PREVENT VERTICAL MOVEMENT

2'-6" DIA.

30'

15' 15'

HEAVY DUTY

GATE, AS SPEC'D

CONCRETE SIDEWALK 2

C7.1STANDARD DUTY

3"

1"

NOTCH FOOTING 10"

HORIZONTALLY ON EACH SIDE,

BEGINNING 6" BELOW FINISH

GRADE

(4) #4 J HOOKS; 3'x8"

2-1/2" COVER MIN

1/2" EXPANSION JOINT

HELD DOWN 1/2"

Checked: PF

Approved: RMO

Drawn: RMO

Issued forDates

535 West William, Suite 101

Planning, Engineering & Landscape Architecture

Beckett & Raeder, Inc.

Ann Arbor, MI 48103

663.2622 663.6759 ph fx

Beckett&Raeder RB i

Day Use Improvements William Mitchell State Park

Cadillac, Michigan

Environmental Services

Owner Review05.29.2026

Permitting08.07.2026

751/23309.HJD

As shown

Bidding08.19.2026

Restroom Structure

A5.0 RS

Exterior Details

Addendum #109.10.2026

Checked: PF

2023087

Approved: RMO

Drawn: RMO

Issued forDates

535 West William, Suite 101

Planning, Engineering & Landscape Architecture

Beckett & Raeder, Inc.

Ann Arbor, MI 48103

663.2622 663.6759 ph fx

Beckett&Raeder RB i

Day Use Improvements William Mitchell State Park

Cadillac, Michigan

Environmental Services

Owner Review05.29.2026

Permitting08.07.2026

751/23309.HJD

As shown

Bidding08.19.2026

Restroom Structure

A7.0 RS

Door and Window Schedules

Approved: RMO

Drawn: RMO

Issued forDates

535 West William, Suite 101

Planning, Engineering & Landscape Architecture

Beckett & Raeder, Inc.

Ann Arbor, MI 48103

663.2622 663.6759 ph fx

Beckett&Raeder RB i

Day Use Improvements William Mitchell State Park

Cadillac, Michigan

Environmental Services

Owner Review05.29.2026

Permitting08.07.2026

751/23309.HJD

As shown

Bidding08.19.2026

Restroom Structure

A8.0 RS

Finish Schedule

Approved: RMO

Drawn: RMO

Issued forDates

535 West William, Suite 101

Planning, Engineering & Landscape Architecture

Beckett & Raeder, Inc.

Ann Arbor, MI 48103

663.2622 663.6759 ph fx

Beckett&Raeder RB i

Day Use Improvements William Mitchell State Park

Cadillac, Michigan

Environmental Services

Owner Review05.29.2026

Permitting08.07.2026

751/23309.HJD

As shown

Bidding08.19.2026

A5.0 PS

Exterior Details

Picnic Shelter (Alternate #2)

Approved: RMO

Drawn: RMO

Issued forDates

535 West William, Suite 101

Planning, Engineering & Landscape Architecture

Beckett & Raeder, Inc.

Ann Arbor, MI 48103

663.2622 663.6759 ph fx

Beckett&Raeder RB i

Day Use Improvements William Mitchell State Park

Cadillac, Michigan

Environmental Services

Owner Review05.29.2026

Permitting08.07.2026

751/23309.HJD

As shown

Bidding08.19.2026

S1.1 PS

Roof and Floor Structural Plan

Picnic Shelter (Alternate #2)

Addendum #109.10.2026

AutoCAD SHX Text 14'-8"

AutoCAD SHX Text 14'-8"

AutoCAD SHX Text 14'-8"

AutoCAD SHX Text 44'-0"

AutoCAD SHX Text 10'-8"

AutoCAD SHX Text 10'-8"

AutoCAD SHX Text 32'-0"

AutoCAD SHX Text 10'-8"

AutoCAD SHX Text

8X8 WOOD COL

AutoCAD SHX Text

8X8 WOOD COL

AutoCAD SHX Text

8X8 WOOD COL

AutoCAD SHX Text

8X8 WOOD COL

AutoCAD SHX Text

8X8 WOOD COL

AutoCAD SHX Text

8X8 WOOD COL

AutoCAD SHX Text

8X8 WOOD COL

AutoCAD SHX Text

8X8 WOOD COL

AutoCAD SHX Text

8X8 WOOD COL

AutoCAD SHX Text

8X8 WOOD COL

AutoCAD SHX Text

8X8 WOOD COL

AutoCAD SHX Text A4.0

AutoCAD SHX Text A

AutoCAD SHX Text A4.0

AutoCAD SHX Text A

AutoCAD SHX Text

6 3/4" STRUCT INSUL PANEL

AutoCAD SHX Text

6 3/4" STRUCT INSUL PANEL

AutoCAD SHX Text

ROOF: 6 3/4" STRUCT INSUL PANELS OVER TIMBER FRAME STRUCTURE / TYP

AutoCAD SHX Text

ROOF: 6 3/4" STRUCT INSUL PANELS OVER TIMBER FRAME STRUCTURE / TYP

AutoCAD SHX Text

ROOF: 6 3/4" STRUCT INSUL PANELS OVER TRUSS FRAME STRUCTURE / TYP

AutoCAD SHX Text

ROOF: 6 3/4" STRUCT INSUL PANELS OVER TRUSS FRAME STRUCTURE / TYP

AutoCAD SHX Text NOTES : : 1. THESE DRAWINGS REPRESENT THE ARCHITCTURAL DESIGN INTENT THESE DRAWINGS REPRESENT THE ARCHITCTURAL DESIGN INTENT FOR THE STRUCTURE. 2. THE FINAL STRUCTURE SHALL BE ENGINEERED BY THE SUPPLIER'S THE FINAL STRUCTURE SHALL BE ENGINEERED BY THE SUPPLIER'S STRUCTURAL ENGINEER, LICENSED IN THE STATE OF MICHIGAN. 3. SEALED STRUCTURAL DRAWINGS SHALL BE PREPARED BY THE SEALED STRUCTURAL DRAWINGS SHALL BE PREPARED BY THE SUPPLIER'S STRUCTRUAL ENGINEER AND SUBMITTED FOR BUILDING PERMIT. 4. ALL WOOD FRAME MEMBERS SHALL BE STAINED WITH A ALL WOOD FRAME MEMBERS SHALL BE STAINED WITH A SEMI-TRANSPARENT STAIN. COLOR TO BE SELECTED BY THE ARCHITECT. 5. ALL STEEL CONNECTORS SHALL BE POWDER COATED WITH AN ALL STEEL CONNECTORS SHALL BE POWDER COATED WITH AN AAMA 2604 LEVEL FINISH. 6. EXPOSED WOOD TRUSSES SHALL BE GLUE LAMINATED WOOD EXPOSED WOOD TRUSSES SHALL BE GLUE LAMINATED WOOD BEAMS WITH STEEL CONNECTORS. 7. SEE SHEET SO.1 PS FOR LOAD REQUIREMENTS. SEE SHEET SO.1 PS FOR LOAD REQUIREMENTS. OPTION: EXPOSED WOOD TRUSSES MAY BE TIMBER FRAME TRUSSES WITH #1 DOUGLAS FIR WITH STEEL CENTER CONNECTOR PLATES, RECESSED BOLTS AND WOOD PLUGS.

AutoCAD SHX Text 8 X 12

AutoCAD SHX Text 8 X 12

AutoCAD SHX Text 8 X 12

AutoCAD SHX Text

BENT FRAME TRUSS WITH EXPOSED STEEL CONNECTOR PLATES / TYP.

AutoCAD SHX Text

8 X 10 TIMBER BENT FRAME

AutoCAD SHX Text

8 X 10 BENT FRAME TRUSS

AutoCAD SHX Text 8 X 12

AutoCAD SHX Text 8 X 12

AutoCAD SHX Text 8 X 12

AutoCAD SHX Text 8 X 12

AutoCAD SHX Text 8 X 12

AutoCAD SHX Text 8 X 12

AutoCAD SHX Text

BENT FRAME TRUSS WITH EXPOSED STEEL CONNECTOR PLATES / TYP.

AutoCAD SHX Text

BENT FRAME TRUSS WITH EXPOSED STEEL CONNECTOR PLATES / TYP.

AutoCAD SHX Text

8 X 10 BENT FRAME TRUSS

AutoCAD SHX Text

8 X 10 BENT FRAME TRUSS

AutoCAD SHX Text

8 X 10 BENT FRAME TRUSS

AutoCAD SHX Text THE TRUSS GUSSETS AT BEARING POINTS TO CONNECT TO THE COLUMN BELOW WITH (3) 3/4" DIA. THRU-BOLTS. SADDLE TO BE PROVIDED TO SUPPORT THE EAVE BEAM WITH (1) 3/4" DIA. THRU-BOLT 1/4" THICK PLATE. FINAL GUSSET AND BOLT DESIGN FOR TRUSSES TO BE BY TRUSS SUPPLIER'S STRUCTURAL ENGINEER.

AutoCAD SHX Text 2"

AutoCAD SHX Text 4"

AutoCAD SHX Text 4"

AutoCAD SHX Text 4"

AutoCAD SHX Text 2"

AutoCAD SHX Text 9"

AutoCAD SHX Text 3"

AutoCAD SHX Text 8 1/4"

AutoCAD SHX Text Fax: 734-662-1495

AutoCAD SHX Text Phone: 734-995-4015

AutoCAD SHX Text Ann Arbor, Michigan 48103

AutoCAD SHX Text 2425 W. Stadium Blvd

AutoCAD SHX Text ROBERT M OVERHISER, JR ARCHITECT No. 1301022236

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text M

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text H

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AutoCAD SHX Text G

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text L

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AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text T

AutoCAD SHX Text

SCALE: 1/4" = 1'-0"

AutoCAD SHX Text

ROOF STRUCTURAL PLAN

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

AutoCAD SHX Text

Michigan Department of Natural Resources File No. 751/23309.HJD William Mitchell State Park Day Use Improvements Issued for Addendum 1 September 10, 2026

FINISH HARDWARE 087100 - 1

SECTION 087100 FINISH HARDWARE

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Door hardware for doors specified in "Hardware Sets" and required by actual conditions.

Include screws, bolts, expansion shields, electrified door hardware, and other devices for proper application of hardware.

B. Products supplied but not installed under this Section:

1. Hardware for aluminum doors will be furnished under this Section but installed under Division 08 Openings.

2. Final replacement of cylinder cores shall be installed by Owner.

1.2 RELATED DIVISIONS

A. Division 08 - Openings.

B. Division 13 - Special Construction.

C. Division 26 - Electrical.

D. Division 28 - Fire Detection and Alarm.

1.3 REFERENCES

A. American National Standards Institute/Builders Hardware Manufacturers Association

(ANSI):

1. ANSI/BHMA A156.1 Butts & Hinges (2006).

2. ANSI/BHMA A156.2 Bored & Preassembled Locks & Latches (2011).

3. ANSI/BHMA A156.3 Exit Devices (2008).

4. ANSI/BHMA A156.4 Door Controls - Closers (2008).

5. ANSI/BHMA A156.5 Cylinders and Input Devices for Locks (2010).

6. ANSI/BHMA A156.6 Architectural Door Trim (2010).

7. ANSI/BHMA A156.7 Template Hinge Dimensions (2009).

8. ANSI/BHMA A156.10 Power Operated Pedestrian Doors (2011).

9. ANSI/BHMA A156.13 Mortise Locks & Latches (2005).

10. ANSI/BHMA A156.15 Closer Holder Release Devices (2011).

11. ANSI/BHMA A156.18 Materials & Finishes (2006).

12. ANSI/BHMA A156.19 Power Assist & Low Energy Power Operated Doors (2007).

13. ANSI/BHMA A156.21 Thresholds (2009).

14. ANSI/BHMA A156.22 Door Gasketing Systems (2012).

15. ANSI/BHMA A156.23 Electromagnetic Locks (2010).

16. ANSI/BHMA A156.25 Electrified Locks (2007).

17. ANSI/BHMA A156.26 Continuous Hinges (2006).

18. ANSI/BHMA A156.28 Keying Systems (2007).

19. ANSI/BHMA A156.31 Electric Strikes (2007).

FINISH HARDWARE 087100 - 2

20. ANSI/BHMA A156.115 Hardware Preparation in Steel Doors and Steel Frames (2006).

21. ANSI/BHMA A156.115W Hardware Preparation in Wood Doors with Wood or Steel Frames (2006.

B. International Code Council/American National Standards Institute (ICC/ANSI)/ADA:

1. ICC/ANSI A117.1 Standards for Accessible and Usable Buildings and Facilities

2003.

2. ICC/ANSI A117.1 Standards for Accessible and Usable Buildings and Facilities

2009.

3. Americans with Disabilities Act Accessibility Guidelines (ADAAG).

C. Underwriters Laboratories, Inc. (UL):

1. UL 1784 Air Leakage Test of Door Assemblies.

2. UL/ULC Listed.

D. Door and Hardware Institute (DHI):

1. DHI Publication - Keying Systems and Nomenclature (1989).

2. DHI Publication - Abbreviations and Symbols.

3. DHI Publication - Installation Guide for Doors and Hardware.

4. DHI Publication - Sequence and Format of Hardware Schedule (1996).

E. National Fire Protection Agency (NFPA)

1. NFPA 70 National Electrical Code 2005.

2. NFPA 70 National Electrical Code 2008.

3. NFPA 70 National Electrical Code 2011.

4. NFPA 80 Standard for Fire Doors and Other Opening Protective's 1999.

5. NFPA 80 Standard for Fire Doors and Other Opening Protective's 2007.

6. NFPA 80 Standard for Fire Doors and Other Opening Protective's 2010.

7. NFPA 101 Life Safety Code 2003.

8. NFPA 101 Life Safety Code 2006.

9. NFPA 101 Life Safety Code 2012.

10. NFPA 105 Standard for the Installation of Smoke Door Assemblies 2003.

11. NFPA 105 Standard for the Installation of Smoke Door Assemblies 2007.

12. NFPA 105 Standard for the Installation of Smoke Door Assemblies 2010.

F. Building Codes

1. IBC International Building Code 2006, 2009, 2012.

2. Michigan Building Code 2005

3. Local Building Code

1.4 SUBMITTALS

A. Shop Drawings: Hardware schedule shall be organized in vertical format illustrated in DHI Publications Sequence and Formatting for the Hardware Schedule. Include abbreviations and symbols page according to DHI Publications Abbreviations and Symbols. Complete nomenclature of items required for each door opening as indicated

1. Coordinate the final Door Hardware Schedule with doors, frames, and related work to ensure proper size, thickness, hand, function, and finish of hardware.

FINISH HARDWARE 087100 - 3

B. Submit manufacturer's catalog sheet on design, grade and function of items listed in hardware schedule. Identify specific hardware item per sheet, provide index, and cover sheet.

C. Coordination: Distribute door hardware templates to related divisions within fourteen days of receiving approved door hardware submittals.

D. Maintenance Tool and Instructions: Furnish a complete set of specialized tools and maintenance instructions for Owner's continued adjustment, maintenance, removal and replacement of door hardware.

E. Closeout Submittals: Submit to Owner in a three ring binder or CD if requested.

1. Warranties.

2. Maintenance and operating manual including list of maintenance tools.

3. Maintenance service agreement.

4. Record documents.

5. Copy of approved hardware schedule.

6. Copy of approved keying schedule with bitting list.

7. Door hardware supplier name, phone number and fax number.

1.5 QUALITY ASSURANCE

A. Hardware supplier shall employ an Architectural Hardware Consultant (AHC) as certified by DHI and a member of the seal program who shall be available at reasonable times during course of work for Project hardware consultation.

1. Electrified Door Hardware Supplier Qualifications: Experienced door hardware supplier who has completed projects with electrified door hardware similar in material, design, and extent to that indicated for this project, whose work has resulted in construction with a record of successful in service performance.

B. Door hardware shall conform to ICC/ANSI A117.1. Handles, Pulls, Latches, Locks and operating devices: Shape that is easy to grasp with one hand and does not require tight grasping, tight pinching, or twisting of the wrist.

C. Door hardware shall be certified to ANSI/BHMA standards as noted, participate and be listed in BHMA Certified Products Directory.

D. Pre-installation Meeting: Comply with requirements in Division 1 Section "Project Meetings".

1. Convene meeting seven days before installation. Participants required to attend:

2. Contractor, installer, material supplier, manufacturer representatives, electrical contractor, security consultant and fire alarm consultant.

3. Include in conference decisions regarding proper installation methods and procedures for receiving and handling hardware.

4. Review sequence of operation for each type of electrified door hardware, inspect, and discuss electrical roughing-in and other preparatory work performed by other trades.

5. Review and finalize construction schedule and verify availability of materials, installer's personnel, equipment and facilities needed to make progress and avoid delays.

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E. Within fourteen days of receipt of approved door hardware submittals contact Owner with representative from hardware supplier to establish a keying conference. Verify keyway, visual key identification, number of master keys and keys per lock. Provide keying system per Owners instructions.

F. Installer Qualifications: Specialized in performing installation of this Section and shall have five years minimum documented experience.

1.6 DELIVERY, STORAGE AND HANDLING

A. Provide a clean, dry and secure room for hardware delivered to Project but not yet installed.

B. Furnish hardware with each unit marked and numbered in accordance with approved finish hardware schedule. Include door and item number for each type of hardware.

C. Pack each item complete with necessary parts and fasteners in manufacturer's original packaging.

D. Deliver permanent key, cores, access control credentials, software and related accessories directly to Owner via registered mail or overnight package service.

Instructions for delivery to Owner shall be established at "Keying Conference."

E. Waste Management and Disposal: Separate waste materials for reuse or recycling in accordance with Division 1.

1.7 PROJECT CONDITIONS

A. Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's recommended limits.

1.8 WARRANTY

A. General Warranty: Owner may have under provisions of the Contract Documents and shall be in addition to and run concurrent with other warranties made by Contractor under requirements of the Contract documents.

B. Special Warranty: Warranties specified in this article shall not deprive Owner of other rights. Contractor, hardware supplier, and hardware installer shall be responsible for servicing hardware and keying related problems.

1. Ten years for manual door closers.

2. Five years for mortise, auxiliary and bored locks.

3. Five years for exit devices.

C. Products judged defective during warranty period shall be replaced or repaired in accordance with manufacturer's warranty at no cost to Owner. There is no warranty against defects due to improper installation, abuse and failure to exercise normal maintenance.

FINISH HARDWARE 087100 - 5

PART 2 PRODUCTS

2.1 MANUFACTURERS

A. Acceptable Manufacturers:

1. Locksets: Schlage, Sargent, Hagar, Corbin, Russwin

2. Hinges and butts: Sargent, Hagar, Lawrence, Stanley, McKinney

3. Door Stops: Rockwood

4. Thresholds: Rockwood, Durable Products, Reese, Zero

5. Door Seal: Durable Products, Reese, Zero

6. Door Closers: Norton, Yale, Corbin, Sargent

8. Panic Hardware: Adams Rite, Trudoor, Sargent, Vevor

B. Requests for substitutions will be considered.

C. Substitutions permitted upon written approval of the Architect only.

2.2 BASIS OF DESIGN

A. Lock sets and privacy sets shall be equal to Schlage Jupiter S-Series Commercial Door Leversets.

D. All doors to be provided with a pair and a half of square corner full mortised five knuckle hinges.

E. All exterior doors are to receive ball bearing type hinges.

F All doors noted with closers shall be equipped with a closer equal to LCN 4000 Series with hold open device with the closer on the interior or non-public side of the door.

G. All doors are to be provided with wall or floor door stops as required by conditions.

H. All exterior doors to have weather-stripping and bottom sweep.

I Finish of all hardware to be Satin Nickel US15 / 619-646.

J Keyed functions to be determined.

K. All hardware to meet requirements of ADA and the Michigan Barrier-free code.

2.3 HINGES

A. Hinges, including self-closing hinges when scheduled, shall be of one manufacturer as listed for continuity of design and consideration of warranty and shall be certified and listed by the following:

1. Butts and Hinges: ANSI/BHMA A156.1

2. Template Hinge Dimensions: ANSI/BHMA A156.7

3. Self-Closing Hinges: ANSI/BHMA 156.17

B. Butt Hinges:

1. Hinge weight and size unless otherwise indicated in hardware sets:

a. Doors up to 36 inches (914 mm) wide and up to 1-3/4 inches (44.5 mm) thick provide hinges with a minimum thickness of .134 inch (3.4 mm) and a minimum of 4-1/2 inches (114 mm) in height.

b. Doors from 36 inches (914 mm) wide up to 42 inches (1067 mm) wide and up to 1-3/4 inches (44.5 mm) thick provide hinges with a minimum thickness of .145 inch (3.7 mm) and a minimum of 4-1/2 inches (114 mm) in

FINISH HARDWARE 087100 - 6

height.

c. Doors greater than 1-3/4 inches (44.5 mm) thick provide hinges with a minimum thickness of 0.180 inch (4.6 mm) and a minimum of 5 inches (127

mm) in height.

d. Width of hinge is to be minimum required to clear surrounding trim.

2. Base material unless otherwise indicated in hardware sets:

a. Exterior Doors: 304 Stainless Steel, Brass or Bronze material.

b. Interior Doors: Steel material.

c. Fire Rated Doors: Steel or 304 Stainless Steel materials.

d. Stainless Steel ball bearing hinges shall have stainless steel ball bearings.

Steel ball bearings are unacceptable.

3. Quantity of hinges per door unless otherwise stated in hardware sets:

a. Doors up to 60 inches (1524 mm) in height provide 2 hinges.

b. Doors 60 inches (1524 mm) up to 90 inches (2286 mm) in height provide 3 hinges.

c. Doors 90 inches (2286 mm) up to 120 inches (3048 mm) in height provide

4 hinges.

d. Doors over 120 inches (3048 mm) in height add 1 additional hinge per each additional 30 inches (762 mm) in height.

e. Dutch doors provide 4 hinges.

4. Hinge design and options unless otherwise indicated in hardware sets:

a. Hinges are to be of a square corner five-knuckle design, flat button tips and have ball bearings unless otherwise indicated in hardware sets.

b. Out-swinging exterior and out-swinging access-controlled doors shall have non-removable pins (NRP) to prevent removal of pin while door is in closed position.

c. When full width of opening is required, use hinges that are designed to swing door completely from opening when door is opened to 95 degrees.

d. Electric Through Wire (ETW) to have appropriate number of wires to transfer power through door frame to door for proper connection of finish hardware and certified to handle an amperage rating of 3.5AMPS/continuous duty with 16.0AMPS/intermittent duty.

e. Provide mortar boxes for frames that require any electrically modified hinges if not an integral part of frame.

f. When shims are necessary to correct frame or door irregularities, provide metal shims only.

2.4 DEADBOLTS (GRADE 1)

A. Deadbolts shall be of one manufacturer as listed for continuity of design and consideration of warranty. Manufacturer to be certified by the following:

1. Auxiliary Locks: ANSI/BHMA A156.5 Grade 1.

2. UL/CUL listed for functions up to 3 hours for "A" label.

3. UL10C/UBC 7-2 Positive Pressure Rated.

B. Deadbolt function numbers and descriptions of manufacturer's series as listed in hardware sets. Material and Design:

1. Latch bolt 1 inch (25 mm) throw, material brass with concealed harden steel roller to prevent sawing or cutting.

2. Freewheeling collar design to help resists against vandalism.

FINISH HARDWARE 087100 - 7

3. Non-handed, field reversible.

2.5 EXIT DEVICES (GRADE 1)

A. Shall be touch pad type, finish to match balance of door hardware. Exit Devices shall be of one manufacturer as listed for continuity of design and consideration of warranty.

Manufacturer to be certified and or listed by the following:

1. BHMA Certified ANSI A156.3 Grade 1.

2. UL/CUL Listed for up to 3 hours for "A" labeled doors.

3. UL10C/UBC 7-2 Positive Pressure Rated.

4. UL10B Neutral Pressure Rated.

5. UL 305Listed for Panic Hardware

6. ANSI/BHMA A250.13 Severe Windstorm Resistant Component.

B. Material and Design:

1. Touch pad shall extend a minimum of one half-door width. Freewheeling lever design shall match design of locks levers. Exit device to mount flush with door.

2. Latchbolts: Rim device - 3/4 inch (19 mm) throw, Pullman type with automatic dead-latching, stainless steel. Surface vertical rod device - Top 1/2 inch (13 mm) throw, Pullman type with automatic dead-latching, stainless steel. Bottom 1/2 inch (13 mm) throw, Pullman type, held retracted during door swing, stainless steel.

3. Fasteners: Wood screws, machine screws and thru-bolts.

C. Lock and Latch Functions: Function numbers and descriptions of manufacturer's series and lever styles indicated in door hardware sets.

2.6 CYLINDERS AND KEYING

A. Cylinders shall be of one manufacturer as listed for continuity of design and consideration of warranty.

B. Standards: Manufacturer shall meet the following:

1. Auxiliary Locks: ANSI/BHMA A156.5

2. DHI Handbook "Keying systems and nomenclature" (1989)

C. Cylinders:

1. Manufacturer's standard tumbler type, seven-pin IC core and seven-pin conventional core supported by the Hager H1 keyway.

2. Shall be furnished with cams/tailpieces as required for locking device that is being furnished for project.

D. Keying:

1. Copy of Owners approved keying schedule shall be submitted to Owner and

Architect with documentation of which keying conference was held and Owners sign-off.

2. Provide a bitting list to Owner of combinations as established, and expand to twenty five percent for future use or as directed by Owner.

3. Key into Owner's existing keying system if applicable.

4. Keys to be shipped to Owner's representative, individually tag per keying

FINISH HARDWARE 087100 - 8

conference.

5. Provide visual key control identification on keys.

6. Provide interchangeable cores with construction cores as required per hardware schedule.

7. Single seven-pin key shall operate both conventional cores and SFIC small format interchangeable cores.

E. Acceptable Manufacturer: Hager Companies, which is located at: 139 Victor St.; St.

Louis, MO 63104; Toll Free Tel: 800-325-9995; Tel: 314-772-4400; Fax: 800-782-0149;

Email: request info (bwilkins@hagerco.com); Web: https://www.hagerco.com

1. Hager Companies: 3900 Series H1 keyway.

2.7 PUSH PLATES AND PUL HANDLES

A. Push plates and pulls shall be of one manufacturer as listed for continuity of design and consideration of warranty. Manufacturer to be certified by the following:

1. Architectural Door Trim: ANSI/BHMA A156.6.

2. Americans with Disabilities Act Accessibility Guidelines (ADAAG).

B. Push plates: .050 inch (1.3 mm) thick, square corner and beveled edges with counter sunk screw holes. Width and height as stated in hardware sets.

1. Acceptable Manufacturer:

a. Hager Companies: 30S.

C. Pull Handles: .050 inch (1.3 mm) thick, square corner and beveled edges. Width and height as stated in hardware sets, 3/4 inch (19 mm) diameter pull, with clearance of 2-1/2 inches (64 mm) from face of door.

1. Acceptable Manufacturer:

a. Hager Companies: H33J.

2.8 CLOSERS (ALUMINUM BODY GRADE 1)

A. Shall be product of one manufacturer. Unless otherwise indicated on hardware schedule, comply with manufacturer's recommendations for size of closer, depending on width of door, frequency of use, atmospheric pressure, ADAAG requirements, and fire rating. Manufacturer to be certified by the following:

1. BHMA Certified ANSI A156.4 Grade 1.

2. ADA Complaint ANSI A117.1.

3. UL/CUL Listed up to 3 hours.

4. UL10C Positive Pressure Rated.

5. UL10B Neutral Pressure Rated.

B. Material and Design:

1. Provide aluminum non-handed bodies with full plastic covers.

2. Closer shall have separate staked adjustable valve screws for latch speed, sweep speed, and backcheck.

3. Provide Tri-Pack arms and brackets for regular arm, top jamb, and parallel arm mounting.

4. Double heat-treated steel, tempered springs.

https://admin.arcat.com/users.pl?action=UserEmail&company=Hager+Companies&coid=32922&rep=&fax=800-782-0149&message=RE:%20Spec%20Question%20(08710hco):%20%20&mf= https://www.hagerco.com/

FINISH HARDWARE 087100 - 9

5. Precision machined, heat-treated steel piston.

6. Triple heat-treated steel spindle.

7. Full rack and pinion operation.

C. Mounting:

1. In swing doors shall have surface regular arm mount closers except where noted on hardware schedule.

2. Provide brackets and shoe supports for aluminum doors and frames to mount fifth screw.

3. Furnish drop plates where top rail conditions on door do not allow for mounting of closer and where backside of closer is exposed through glass.

D. Size closers in compliance with requirements for accessibility (ADDAG). Comply with following maximum opening force requirements. Interior hinged openings: 5.0 lb (2.25 Kg) Fire rated and exterior openings shall have minimum opening force allowable by authority having jurisdiction.

E. Fasteners: Provide self-drilling and tapping wood screws, machine screws and sex nuts and bolts for each closer.

2.9 STOPS AND HOLDERS

A. Wall Stops: Provide door stops wherever necessary to prevent door or hardware from striking an adjacent partition or obstruction. Provide wall stops when possible. Door stops and holders mounted in concrete floor or masonry walls shall have stainless steel machine screws and lead expansion shields. Manufacturer shall meet requirements for Auxiliary Hardware: ANSI/BHMA A156.16.

B. Acceptable Manufacturer:

1. Hager Companies 232W convex, 236W concave.

C. Overhead Stops and Holders: Provide overhead stop and holders for doors that open against equipment, casework sidelights and other objects that would make wall stops/holders and floor stops/holders inappropriate. Provide sex bolt attachments for mineral core wood door applications.

D. Standards: Manufacturer shall be certified by the following: Overhead Stops and Holders: ANSI/BHMA A156.8 Grade 1.

E. Acceptable Manufacturer:

1. Hager 7000 SRF Series, heavy duty surface, 7000 CON Series heavy duty concealed.

2.10 DOOR GASKETING AND WEATHERSTRIP

A. Provide continuous weatherstrip gasketing on exterior doors and provide smoke, light, or sound gasketing where indicated on hardware schedule. Provide non-corrosive fasteners for exterior applications.

1. Perimeter gasketing: Apply to head and jamb, forming seal between door and frame.

FINISH HARDWARE 087100 - 10

2. Meeting stile gasketing: Fasten to meeting stiles, forming seal when doors are in closed position.

3. Door bottoms: Apply to bottom of door, forming seal with threshold or floor when door is in closed position.

4. Sound Gasketing: Cutting or notching for stop mounted hardware not permitted.

5. Drip Guard: Apply to exterior face of frame header. Lip length to extend 4 inches

(102 mm) beyond width of door.

B. Standards: Manufacturer shall meet requirements for:

1. Door Gasketing and Edge Seal Systems: ANSI/BHMA A156.22.

2. Shall be BHMA certified for door sweeps, automatic door bottoms, and adhesive applied gasketing. (721).

C. Smoke-Labeled Gasketing: Comply with NFPA 105 listed, labeled, and acceptable to authorities having jurisdiction, for smoke control indicated. Provide smoke labeled gasketing on 20 minute rated doors and on smoke rated doors.

D. Fire-Rated Gasketing: Comply with NFPA 80 listed, labeled, and acceptable to Authorities Having Jurisdiction, for fire ratings indicated.

E. Refer to Wood Doors specification for Category A or Category B. Comply with UBC 7-2 and UL10C positive pressure where frame applied intumescent seals are required.

2.11 THRESHOLDS

A. Set thresholds for exterior and acoustical openings in full bed of sealant with lead expansion shields and stainless steel machine screws complying with requirements specified in Division 7 Section "Joint Sealants". Notched in field to fit frame by hardware installer. Refer to Drawings for special details. Manufacturer to be certified by the following:

1. Thresholds: ANSI/BHMA A156.21.

2. Americans with Disabilities Act Accessibility Guidelines (ADAAG).

2.12 FINISHES

A. Appearance of Finished Work: Variations in appearance of abutting or adjacent pieces are acceptable if within range of approved Samples. Noticeable variations in the same piece are not acceptable. Variations in appearance of other components are acceptable if they are within range of approved Samples.

B. Comply with base material and finish requirements indicated by ANSI/BHMA A156.18 designations in hardware schedule.

PART 3 EXECUTION

3.1 EXAMINATION

A. Examine doors and frames, with Installer present, for compliance with requirements for installation tolerances, labeled fire-rated door assembly construction, wall and floor construction, and other conditions affecting performance.

B. Examine roughing-in for electrical power systems to verify actual locations of wiring

FINISH HARDWARE 087100 - 11

connections before electrified door hardware installation.

C. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 INSTALLATION

A. Install hardware per manufacturer's instructions and in compliance with the following as applicable:

1. NFPA 80; NFPA 105; ICC/ANSI A117.1; ANSI/BHMA A156.115 Hardware

Preparation in Steel Doors and Steel Frames; ANSI/BHMA A156.115W Hardware Preparation in Wood Doors with Wood or Steel Frames; DHI Publication - Installation Guide for Doors and Hardware; UL10C/UBC7-2; Local building code.

2. Approved shop drawings.

3. Approved finish hardware schedule.

B. Do not install surface mounted items until finishes have been completed on substrates involved. Set unit level, plumb and true to line location. Adjust and reinforce attachment substrate as necessary for proper installation and operation.

3.3 FIELD QUALITY CONTROL

A. Material supplier to schedule final walk through to inspect hardware installation ten business days before final acceptance of Owner. Material supplier shall provide a written report detailing discrepancies of each opening to General Contractor within seven calendar days of walk through..

3.4 ADJUSTMENT, CLEANING AND DEMONSTRATING

A. Adjustment: Adjust and check each opening to ensure proper operation of each item of finish hardware. Replace items that cannot be adjusted to operate freely and smoothly or as intended for application at no cost to Owner.

B. Cleaning: Clean adjacent surfaces soiled by hardware installation. Clean finished hardware per manufacturer's instructions after final adjustments has been made.

Replace items that cannot be cleaned to manufacturer's level of finish quality at no cost to Owner.

C. Demonstration: Conduct a training class for building maintenance personnel demonstrating the adjustment, operation of mechanical and electrical hardware. Special tools for finished hardware to be turned over and explained usage at this meeting.

3.5 PROTECTION

A. Leave manufacturer's protective film intact and provide proper protection for all other finish hardware items that do not have protective material from the manufacture until Owner accepts Project as complete.

3.6 HARDWARE SET SCHEDULE

A. The hardware supplier is to prepare a complete Hardware Schedule, to be reviewed and

FINISH HARDWARE 087100 - 12

approved by the Architect and the Owner.

3.7 PROTECTION

A. Guide: Door hardware items have been placed in sets which are intended to be a guide of design, grade, quality, function, operation, performance, exposure, and like characteristics of door hardware, and may not be complete. Provide door hardware required to make each set complete and operational.

B. Hardware schedule does not reflect handing, backset, method of fastening and like characteristics of door hardware and door operation.

C. Review door hardware sets with door types, frames, sizes and details on drawings.

Verify suitability and adaptability of items specified in relation to details and surrounding conditions.

END OF SECTION

William Mitchell State Park Day Use Improvements September 10, 2026 Issued for Addendum 1

Resinous Flooring 096723 - 1

SECTION 096723 – RESINOUS FLOORING

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes:

1. High-performance resinous flooring systems.

1.2 SUBMITTALS

A. Product Data: For each type of product indicated.

B. Installer Certificates for Qualification: Signed by manufacturer stating that installers comply with specified requirements.

C. Material Certificates: For each resinous flooring component, from manufacturer.

D. Maintenance Data: For maintenance manuals.

E. Samples: Submit two 6” X 6” samples of each resinous flooring system applied to a rigid backing. Provide sample which is a true representation of proposed field applied finish.

Provide sample color and texture for approval from Owner in writing or approved by General Contractor prior to installation.

F. Product Schedule: For resinous flooring.

1.3 QUALITY ASSURANCE

A. Installer Qualifications: Manufacturer's authorized representative who is trained and approved for installation of flooring systems required for this Project.

1. Engage an installer who is approved in writing by resinous flooring manufacturer as qualified to apply resinous flooring systems indicated.

2. Installer Letter of Qualification: Installer to provide letter stating that they have been in business for at least 5 years and listing 5 projects in the last 2 years of similar scope. For each project provide: project name, location, date of installation, contact information, size of project, and manufacturer of materials with system information.

B. Source Limitations: Obtain primary resinous flooring materials, including primers, resins, hardening agents, grouting coats, and topcoats, from single source from single manufacturer.

Provide secondary materials, including patching and fill material, joint sealant, and repair materials, of type and from source recommended by manufacturer of primary materials.

C. Pre-installation Conference: Conduct conference at Project site before work and mockups begin.

D. Mockups: Apply mockups to verify selections made under sample submittals and to demonstrate aesthetic effects and set quality standards for materials and execution. Do not cover up mockup area.

1. Apply full-thickness mockups on 16 square foot floor area selected by Architect.

2. Finish surfaces for verification of products, color, texture, and sheen.

3. Simulate finished lighting conditions for Architect's review of mockups.

4. Approved mockups may become part of the completed Work if undisturbed at time of

Substantial Completion.

5. Mockup shall demonstrate desired slip resistance for review and approval by Owner’s representative in writing.

1.4 DELIVERY, STORAGE, AND HANDLING

A. Deliver materials in original packages and containers, with seals unbroken, bearing manufacturer's labels indicating brand name and directions for storage and mixing with other components.

1. Maintain containers in clean condition, free of foreign materials and residue.

William Mitchell State Park Day Use Improvements September 10, 2026

Resinous Flooring 096723 - 2

2. Remove rags and waste from storage areas daily.

1.5 PROJECT CONDITIONS

A. Environmental Limitations: Comply with resinous flooring manufacturer's written instructions for substrate temperature, ambient temperature, moisture, ventilation, and other conditions affecting resinous flooring application.

B. Lighting: Provide permanent lighting or, if permanent lighting is not in place, simulate permanent lighting conditions during resinous flooring application.

C. Close spaces to traffic during resinous flooring application and for not less than 24 hours after application unless manufacturer recommends a longer period.

PART 2 - PRODUCTS

A. Manufacturers: Subject to compliance with requirements, provide products by:

1. The Sherwin Williams Company, Cleveland, OH. swflooring@sherwin.com

B. Resuflor Deco Flake BC, 20-30 mils nominal thickness.

1. Primer: Resuprime 3579 at 200-300 sq. ft. per gallon.

2. Body Coat: Resuflor 3746 at 200-300 sq. ft. per gallon.

3. Broadcast: Decorative Flakes 6750 or 6755 to excess at 100-200 lbs. per 1,000 sq. ft.

4. Grout Coat: Resuflor 3746 at 160-250 sq. ft. per gallon.

5. Seal Coat: Resutile 4686 at 250-400 sq. ft. per gallon.

2.2 MATERIALS

A. VOC Content of Resinous Flooring: Provide resinous flooring systems, for use inside the weatherproofing system, that comply with the following limits for VOC content when calculated according to 40 CFR 59, Subpart D (EPA Method 24)].

1. Resinous Flooring: 100 g/L.

2.3 HIGH-PERFORMANCE RESINOUS FLOORING

A. Resinous Flooring: Abrasion-, impact- and chemical-resistant, high-performance, resin-based, monolithic floor surfacing designed to produce a seamless floor.

B. System Characteristics:

1. Color and Pattern: As indicated from manufacturers listed above.

2. Slip Resistance: Provide slip resistant finish.

PART 3 - EXECUTION

3.1 PREPARATION

A. Inspection: Prior to commencing Work, thoroughly examine all underlying and adjoining work, surfaces and conditions upon which Work is in any way dependent for perfect results. Report all conditions which affect Work. No "waiver of responsibility" for incomplete, inadequate or defective underlaying and adjoining work, surfaces and conditions will be considered, unless notice of such unsatisfactory conditions has been filed and agreed to in writing before Work begins. Commencement of Work constitutes acceptance of surfaces.

B. Surface Preparation: Remove all surface contamination, loose or weakly adherent particles, laitance, grease, oil, curing compounds, paint, dust and debris by blast track method or approved mechanical means (acid etch not allowed). If surface is questionable, try a test patch. Create a minimum surface profile for the system specified in accordance with the methods described in ICRI No. 03732 to achieve profile numbers as follows:

mailto:swflooring@sherwin.com

William Mitchell State Park Day Use Improvements September 10, 2026

Resinous Flooring 096723 - 3

C.

1. Thin film, to 10 mils CSP-1 to CSP-3

2. Thin and medium films, 10 to 40 mils CSP-3 to CSP-5

3. Self-leveling mortars, to 3/16” CSP-4 to CSP-6

4. Mortars and laminates, to 1/4” or more CSP-5 to CSP-10

D. Verify that concrete substrates are dry and moisture-vapor emissions are within acceptable levels according to manufacturer's written instructions.

1. Moisture Testing: Perform tests indicated below.

a. Calcium Chloride Test: Perform anhydrous calcium chloride test per ASTM F 1869.

Proceed with installation only after substrates have maximum moisture-vapor-emission rate of 3 lbs. of water/1000 sq. ft. in 24 hours. Perform tests so that each test area does not exceed 1000 sq. ft. and perform 3 tests for the first 1000 sq. ft.

and one additional test for every additional 1000 sq ft.

b. In-Situ Probe Test: Perform relative-humidity test using in-situ probes per ASTM F 2170. Proceed with installation only after substrates have a maximum 75 percent relative-humidity-level measurement.

3.2 ENVIRONMENTAL CONDITIONS

A. All applicators and all other personnel in the area of the RF installation shall take all required and necessary safety precautions. All manufacturers’ installation instructions shall be implicitly instructions shall be implicitly followed.

B. Repair damaged and deteriorated concrete according to resinous flooring manufacturer's written instructions.

C. Alkalinity and Adhesion Testing: Verify that concrete substrates have pH within acceptable range. Perform tests recommended by manufacturer. Proceed with application only after substrates pass testing.

D. Resinous Materials: Mix components and prepare materials according to resinous flooring manufacturer's written instructions.

E. Use patching and fill material to fill holes and depressions in substrates according to manufacturer's written instructions.

F. Treat control joints and other nonmoving substrate cracks to prevent cracks from reflecting through resinous flooring according to…