A06_8_Plum_LSS_technical_specs.pdf

TECHNICAL SPECIFICATIONS

CREWS QUARTERS

WINDOW AND PORCH RESTORATION PROJECT

AT THE

PLUM ISLAND LIFE-SAVING STATION

PLUM ISLAND (DOOR COUNTY), WISCONSIN

FOR

U.S. FISH & WILDLIFE SERVICE

GREEN BAY NATIONAL WILDLIFE REFUGE

W4279 Headquarters Road Mayville, Wisconsin 53050

JOHN LAUBER & COMPANY, LLC

3220 Edmund Boulevard Minneapolis, Minnesota 55406

PREPARED BY:

SANDERS & CZAPSKI ASSOCIATES, PLLC

109 S. FRONT ST., SUITE #210

MARQUETTE, MICHIGAN 49855

ISSUED FOR: OWNER REVIEW

June 18, 2021

END OF DOCUMENT 00 01 01

TABLE OF CONTENTS 00 01 10- 1

DOCUMENT 00 01 10

TABLE OF CONTENTS

DIVISION 0 – PROCUREMENT & CONTRACTING REQUIREMENTS

00 01 10 Table of Contents

All Division 0 documents to be furnished by U. S. Fish and Wildlife Service and inserted here.

DIVISION 1 – GENERAL REQUIREMENTS

All Division 1 documents to be provided by U. S. Fish and Wildlife Service and inserted here.

DIVISION 2 – EXISTING CONDITIONS

02 41 19 Selective Demolition

DIVISION 6 – WOOD, PLASTICS AND COMPOSITES

06 01 10 Rough Carpentry Restoration 06 01 20 Finish Carpentry Restoration

DIVISION 7 – THERMAL AND MOISTURE PROTECTION

07 46 24 Wood Siding and Trim Restoration 07 92 00 Joint Sealants

DIVISION 8 – OPENINGS

08 01 52 Wood Window Restoration 08 14 33 Stile and Rail Wood Doors 08 50 00 Windows 08 80 00 Glazing

DIVISION 9 – FINISHES

09 90 00 Painting and Coating

END OF DOCUMENT 00 01 10

SELECTIVE DEMOLITION 02 41 19 - 1

SECTION 02 41 19

SELECTIVE DEMOLITION

PART 1 - GENERAL

1.1 DESCRIPTION

A. This section includes selective demolition of historic building elements as required to implement all new work and restoration work.

1.2 RELATED WORK

A. 06 01 10 Rough Carpentry Restoration

B. 06 01 20 Finish Carpentry Restoration

C. 07 46 24 Wood Siding and Trim Restoration

1.3 REFERENCES AND REGULATORY REQUIREMENTS

A. Appropriate references included in 01 90 00 References.

B. American National Standards Institute (ANSI) A10.6 – “Demolition Operations Safety Requirements”.

C. Environmental Protection Agency (EPA) – Method 1311 “Toxicity Characteristic Leaching Procedure”.

D. 40 CFR 261 – “Identification and Listing of Hazardous Waste”.

E. 29 CFR 1926.62 – “Lead Exposure in Construction”.

F. Environmental Protection Agency “Steps to Lead Safe Renovation, Repair and Painting”.

1.4 SECTION REQUIREMENTS

A. Work includes the selective demolition of building elements on an historic building. Extreme care shall be taken to preserve and protect all other building elements and components not being disturbed.

B. All items indicated to be removed and / or demolished shall become the property of the Contractor unless otherwise noted and shall be legally disposed of. All items to remain the property of the Owner are identified as such on the drawings or herein. The Contractor shall coordinate the handling and storage of such items with the Owner.

SELECTIVE DEMOLITION 02 41 19 - 2

C. Contractor shall document existing conditions with pre-demolition photographs as necessary.

Show existing conditions of adjoining construction and site improvements. Retain for project files and submit to Owner upon request.

D. It is not expected that hazardous materials will be encountered in the Work. If hazardous materials are encountered, do not disturb; immediately notify the Owner. Hazardous materials will be removed by Owner under a separate contract.

E. It shall be the Contractor’s responsibility to test any and all material for potential hazardous material content and shall handle and dispose of such material accordingly.

F. Structural members shall not be cut without prior approval of the Architect.

PART 2 - PRODUCTS

2.1 PEFORMANCE REQUIREMENTS

A. Regulatory Requirements: Comply with EPA regulations and with hauling and disposal regulations of authorities having jurisdiction.

B. Standards: Comply with ANSI/ASSE A10.6 and NFPA 241.

PART 3 - EXECUTION

3.1 DEMOLITION

A. Maintain services/systems indicated to remain and protect them against damage during selective demolition operations. Before proceeding with demolition, provide temporary services/systems that bypass area of selective demolition and that maintain continuity of services/systems to other parts of the building.

B. Locate, identify, shut off, disconnect, and seal or cap off indicated utility services and mechanical/electrical systems serving areas to be selectively demolished.

C. Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent facilities to remain.

D. Protect walls, ceilings, floors, and other existing finish work that are to remain.

E. Provide and maintain shoring, bracing, and structural supports as required to preserve stability and prevent movement, settlement, or collapse of construction and finishes to remain, and to prevent unexpected or uncontrolled movement or collapse of construction being demolished.

F. Requirements for Building Reuse:

1. Maintain existing building structure (including structural floor and roof decking) and envelope (exterior skin and framing, excluding nonstructural roofing material) not

SELECTIVE DEMOLITION 02 41 19 - 3

indicated to be demolished; do not demolish such existing construction beyond indicated limits.

2. Maintain existing interior nonstructural elements (interior walls, doors, floor coverings, and ceiling systems) not indicated to be demolished.

G. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction.

H. Remove demolition waste materials from Project site and Plum Island and legally dispose of all materials in an EPA approved landfill. Do not burn demolished materials.

I. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began.

END OF SECTION 02 41 19

ROUGH CARPENTRY RESTORATION 06 01 10 - 1

SECTION 06 01 10

ROUGH CARPENTRY RESTORATION

PART 1 - GENERAL

1.1 DESCRIPTION

A. This section includes the restoration and replacement of structural and non-structural wood framing in historic buildings and structures, related fasteners and other accessories. Work included in this section shall be in conformance with the National Park Service, U. S.

Department of the Interior, Secretary of the Interior’s Standards for the Treatment of Historic Properties “Standards for Rehabilitation”.

1.2 RELATED WORK

A. 02 41 19 Selective Demolition

B. 06 01 20 Finish Carpentry Restoration

C. 07 46 24 Wood Siding and Trim Restoration

D. 07 92 00 Joint Sealants

1.3 REFERENCES AND REGULATORY REQUIREMENTS

A. Appropriate references included in 01 90 00 References.

B. State of Wisconsin Commercial Building Code, current edition.

C. ASTM International.

D. American Wood Protection Association.

E. American Forest & Paper Association, WCDI, “Details for Conventional Wood Frame Construction”.

F. National Park Service, U. S. Secretary of the Interior, Preservation Briefs, various sections as appropriate to the work.

1.4 SUBMITTAL REQUIREMENTS

A. All submittals shall be in accordance with 01 30 00 Submittals.

B. Lumber species and grades.

1.5 QUALITY ASSURANCE

ROUGH CARPENTRY RESTORATION 06 01 10 - 2

A. In accordance with 01 40 00 Quality Control.

B. Installer: Contractor shall have a minimum of five years verifiable experience in historic building restoration.

1.6 DELIVERY, STORAGE AND HANDLING

A. All wood products shall be delivered to the site in a clean, dry and undamaged condition.

B. Store off of the ground and protect from the weather until ready for use.

PART 2 - PRODUCTS

2.1 WOOD PRODUCTS, GENERAL

A. Lumber: Where noted on the drawings, provide dressed lumber, S4S, marked with grade stamp of inspection agency. Maximum Moisture Content: 19 percent.

B. Dimension Lumber: Provide sawn lumber members in the exact sizes indicated to closely match the physical dimensions of historic lumber. Species shall match the existing wood species. Lumber shall be furnished from local mills as close to the project site as possible.

Lumber shall be kiln dried or air dried with a maximum moisture content of 19 percent.

2.2 MISCELLANEOUS PRODUCTS

A. Fasteners: Standard steel nails or screws of appropriate size. Where rough carpentry is exposed to the weather or in area of high relative humidity, use fasteners with hot-dip zinc coating complying with ASTM A 153 / A 153M.

B. Metal Framing Anchors: Structural capacity, type and size as indicated.

1. Manufacturer: Simpson Strong-Tie Co., Inc. or approved equal.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Conduct non-destructive testing of original wood members to determine extent of deterioration or to identify wood species.

B. Remove existing damaged or deteriorated framing members as needed.

C. Set rough carpentry to required levels and lines, with members plumb, true to line, cut and fitted. Locate nailers, blocking, and similar supports to comply with requirements for attaching other construction.

ROUGH CARPENTRY RESTORATION 06 01 10 - 3

D. Install new wood framing in similar locations and spacing as indicated to replicate the original framing.

E. Do not cut or remove main load bearing wood framing members or other structural members without the direction or approval of the Architect.

F. When installing new wood framing take extreme care to avoid damaging or disturbing other historic materials.

G. Clean up all debris and leave all rough carpentry work in a condition acceptable to other trades.

END OF SECTION 06 01 10

FINISH CARPENTRY RESTORATION 06 01 20 - 1

SECTION 06 01 20

FINISH CARPENTRY RESTORATION

PART 1 - GENERAL

1.1 DESCRIPTION

A. This section includes the restoration and replacement of interior wood trim and other finish wood carpentry in historic buildings and structures, testing for lead base paint, and related fasteners and other accessories. Work included in this section shall be in conformance with the National Park Service, U. S. Department of the Interior, Secretary of the Interior’s Standards for the Treatment of Historic Properties “Standards for Rehabilitation”.

1.2 RELATED WORK

A. 02 41 19 Selective Demolition

B. 06 01 10 Rough Carpentry Restoration

C. 07 46 24 Wood Siding and Trim Restoration

D. 08 01 52 Wood Window Restoration

E. 09 90 00 Painting and Coating

1.3 REFERENCES AND REGULATORY REQUIREMENTS

A. Appropriate references included in 01 42 00 References.

B. Wood Moulding and Millwork Producers Association (WMMPA).

C. National Park Service, U. S. Secretary of the Interior, Preservation Briefs #9, “The Repair of Historic Wood Windows”, Brief #10, “Exterior Paint Problems on Historic Woodwork”, Brief #28, “Painting Historic Interiors”, Brief #45, “Preserving Historic Wooden Porches”, and other Briefs as appropriate.

D. “Lead Resource Guide for Owners of Older and Historic Buildings”, Michigan State Housing Development Authority.

E. “The Lead-Safe Guide to Renovate Right”, U. S. Environmental Protection Agency.

1.4 SUBMITTAL REQUIREMENTS

A. All submittals shall be in accordance with 01 30 00 Administrative Requirements.

B. Shop drawings, product samples or cut sheets indicating materials and profiles.

FINISH CARPENTRY RESTORATION 06 01 20 - 2

C. Test results for lead base paint.

1.5 QUALITY ASSURANCE

A. In accordance with 01 40 00 Quality Requirements.

B. Installer: Contractor shall have a minimum of five years verifiable experience in historic building restoration.

1.6 DELIVERY, STORAGE AND HANDLING

A. All material shall be delivered in manufacturer’s cartons and properly stored until ready for installation.

B. Protect all material from the weather.

PART 2 - PRODUCTS

2.1 WOOD PRODUCTS, GENERAL

A. Interior wood trim and other finish wood carpentry being restored or replaced shall match the existing wood species, grade, profile and dimensions as closely as possible.

2.2 MISCELLANEOUS PRODUCTS

A. Fasteners: Standard steel nails or screws of appropriate size to suit the trim component.

B. Wood repair: Two part epoxy wood patch material.

1. Product: Abiti Wood Repair or approved equal.

PART 3 - EXECUTION

3.1 GENERAL

A. Sizes and profiles of interior wood trim shall be documented prior to removal or repair.

B. Existing wood trim that is painted may contain lead base paint. Unless otherwise indicated it is the responsibility of the contractor to test all material being restored or disturbed for the presence of lead base paint. Test results shall dictate the contractor’s appropriate actions. All material with lead base paint shall be handled in accordance with federal, state and local regulations.

3.2 INSTALLATION

FINISH CARPENTRY RESTORATION 06 01 20 - 3

A. Remove existing damaged or deteriorated trim components as needed.

B. Condition interior finish carpentry in installation areas for 24 hours before installing.

C. Install finish carpentry level, plumb, true and aligned with adjacent material. Scribe and cut to fit adjoining work.

D. When removing existing trim or installing new trim take extreme care to avoid damaging or disturbing other historic materials.

E. Coordinate finishing of interior wood trim with Section 09 90 00 Painting and Coating.

END OF SECTION 06 01 20

WOOD SIDING AND TRIM RESTORATION 07 46 24 - 1

SECTION 07 46 24

WOOD SIDING AND TRIM RESTORATION

PART 1 - GENERAL

1.1 DESCRIPTION

A. This section includes the restoration and replacement of exterior wood shingle siding and wood trim on historic buildings and other structures, related fasteners and other accessories. Work included in this section shall be in conformance with the National Park Service, U. S.

Department of the Interior, Secretary of the Interior’s Standards for the Treatment of Historic Properties “Standards for Rehabilitation”.

1.2 RELATED WORK

A. 02 41 19 Selective Demolition

B. 06 01 10 Rough Carpentry Restoration

C. 07 92 00 Joint Sealant

D. 08 01 52 Wood Window Restoration

E. 09 90 00 Painting and Coating

1.3 REFERENCES AND REGULATORY REQUIREMENTS

A. Appropriate references included in 01 90 00 References.

B. State of Wisconsin Commercial Building Code, current edition.

C. Wood Moulding and Millwork Producers Association (WMMPA).

D. National Park Service, U. S. Secretary of the Interior, Preservation Briefs #9, “The Repair of Historic Wooden Windows”, Brief #10, “Exterior Paint Problems on Historic Woodwork”, Brief #16, “The Use of Substitute Material on Historic Building Exteriors”, Brief #45, “Preserving Historic Wooden Porches”, and Brief #47, “Maintaining the Exterior of Small and Medium Size Historic Buildings”.

E. “Lead Resource Guide for Owners of Older and Historic Buildings”, Michigan State Housing Development Authority.

F. “The Lead-Safe Guide to Renovate Right”, U. S. Environmental Protection Agency.

1.4 SUBMITTAL REQUIREMENTS

A. All submittals shall be in accordance with 01 30 00 Submittals.

WOOD SIDING AND TRIM RESTORATION 07 46 24 - 2

B. Shop drawings, product samples or cut sheets indicating materials and profiles.

1.5 QUALITY ASSURANCE

A. In accordance with 01 40 00 Quality Control.

B. Installer: Contractor shall have a minimum of five years verifiable experience in historic building restoration.

1.6 DELIVERY, STORAGE AND HANDLING

A. All material shall be delivered in manufacturer’s cartons and properly stored until ready for installation.

B. Protect all material from the weather.

PART 2 - PRODUCTS

2.1 WOOD PRODUCTS, GENERAL

A. Exterior wood siding and trim components, including exterior window trim, being restored or replaced shall match the existing wood species, grade, profile and dimensions as closely as possible.

2.2 WOOD SHINGLE SIDING

A. Fire-Test-Exposure Classification: Class B UL 790 or ASTM E 108 with ASTM D 2898, for application and roof slopes indicated.

B. Grading Standard for Wood Shingles: CSSB's "Grading Rules for Certigrade Cedar Shingles."

C. Cedar Wall Shingles: Northern (Eastern) White Cedar, No. 1 (or ‘A’) grade, smooth sawn, 21 inches long; 0.375 inch maximum thickness at butt end, non-treated.

1. Manufacturers:

a. Trenary Wood Products (a division of Holmquist Feed Mill, Inc.), Trenary, Michigan 49891, Phone 906-446-3326 or 888-562-3342. E-mail holmquist@tds.net.

b. White Cedar Shingles and Lumber, Inc., Superior, Wisconsin. Phone 218-348- 3772. E-mail: hobart@whitecedarshingles.com.

c. Approved equal.

2. Cedar wall shingles shall be installed with an approximate 7” exposure throughout, matching existing coursing.

2.3 MISCELLANEOUS PRODUCTS

mailto:holmquist@tds.net mailto:hobart@whitecedarshingles.com

WOOD SIDING AND TRIM RESTORATION 07 46 24 - 3

A. Fasteners: Standard zinc coated steel nails or screws of appropriate size to properly fasten or anchor the siding or trim piece to the substrate.

B. Wood repair: Wood consolidant and two-part epoxy wood patch material.

1. Product: Abatron, Inc., “LiquidWood” and “WoodEpox” Wood Repair or approved equal.

PART 3 - EXECUTION

3.1 GENERAL

A. Sizes and profiles of exterior wood siding and trim shall be documented prior to removal or repair.

B. Existing wood shingle siding and wood trim is painted and may contain lead base paint. Unless otherwise indicated it is the responsibility of the contractor to test all material being restored or disturbed for the presence of lead base paint. Test results shall dictate the contractor’s appropriate actions. All material with lead base paint shall be handled in accordance with federal, state and local regulations.

3.2 INSTALLATION

A. Remove existing damaged or deteriorated trim components as needed. In general, if a piece of wood trim is over 50% rotted, the entire piece shall be replaced. If less than 50% is rotted, those areas shall be removed and patched with epoxy filler material. All new replacement material shall be painted to match existing.

B. Remove all rotted areas and patch with epoxy filler material. Sand smooth.

C. Counter sink all finishing nails or screws.

D. Install all siding and trim material level, plumb, true and aligned with adjacent material. Scribe and cut to fit adjoining work. Piece-in replacement material to match existing material.

E. When removing existing material take extreme care to avoid damaging or disturbing other historic materials.

END OF SECTION 07 46 24

JOINT SEALANTS 07 92 00 - 1

SECTION 07 92 00

JOINT SEALANTS

PART 1 - GENERAL

1.1 DESCRIPTION

A. This section includes elastomeric sealants used to seal exterior openings to minimize penetration of weather.

1.2 RELATED WORK

A. 02 41 19 Selective Demolition

B. 06 01 10 Rough Carpentry Restoration

C. 07 46 24 Wood Siding and Trim Restoration

D. 08 01 52 Wood Window Restoration

E. 09 90 00 Painting and Coating

1.3 REFERENCES AND REGULATORY REQUIREMENTS

A. Appropriate references included in 01 90 00 References.

B. ASTM International.

C. Tile Council of North America, Inc. (TCNA).

1.4 SUBMITTAL REQUIREMENTS

A. All submittals shall be in accordance with 01 30 00 Submittals.

B. Product data and manufacturer’s standard color samples.

1.5 QUALITY ASSURANCE

A. In accordance with 01 40 00 Quality Control.

1.6 DELIVERY, STORAGE AND HANDLING

A. All material shall be delivered in manufacturer’s cartons and properly stored until ready for installation.

JOINT SEALANTS 07 92 00 - 2

B. Protect all material from the weather and protect from freezing. Do not use material that has been subject to freezing.

PART 2 - PRODUCTS

2.1 JOINT SEALANTS

A. Low-Emitting Materials: Sealants shall comply with the following limits for VOC content:

1. Architectural Sealants: 250 g/L.

2. Nonmembrane Roof Sealants: 300 g/L.

3. Single-Ply Roof Membrane Sealants: 450 g/L.

4. Other Sealants: 420 g/L.

5. Sealant Primers for Nonporous Substrates: 250 g/L.

6. Sealant Primers for Porous Substrates: 775 g/L.

7. Modified Bituminous Sealant Primers: 500 g/L.

8. Other Sealant Primers: 750 g/L.

B. Low-Emitting Materials:

1. Exterior reactive sealants shall have a VOC content of not more than 50 g/L or 4 percent by weight, whichever is greater.

2. Other exterior caulks and sealants shall have a VOC content of not more than 30 g/L or 2 percent by weight, whichever is greater.

3. Interior sealants shall comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers."

C. Compatibility: Provide joint sealants, joint fillers, and other related materials that are compatible with one another and with joint substrates under service and application conditions.

D. Sealant for General Exterior Use:

1. Single-component, nonsag urethane sealant, ASTM C 920, Type S; Grade NS; Class 25;

and for Use NT.

a. Products:

1) BASF Building Systems; Sonolastic NP1 or Sonolastic Ultra.

2) Bostik, Inc.; Chem-Calk 900.

3) Pecora Corporation; Dynatrol I-XL.

4) Sika Corporation, Construction Products Division; Sikaflex - 1a.

5) Tremco Incorporated; Dymonic or Vulkem 116.

6) Substitutions in accordance with 01 25 00 Substitution Procedures.

http://www.specagent.com/LookUp/?ulid=6448&mf=04&src=wd http://www.specagent.com/LookUp/?uid=123456831996&mf=04&src=wd http://www.specagent.com/LookUp/?uid=123456831997&mf=04&src=wd http://www.specagent.com/LookUp/?uid=123456832000&mf=04&src=wd http://www.specagent.com/LookUp/?uid=123456832003&mf=04&src=wd http://www.specagent.com/LookUp/?uid=123456832004&mf=04&src=wd

JOINT SEALANTS 07 92 00 - 3

2.2 MISCELLANEOUS MATERIALS

A. Provide sealant backings of material that are nonstaining; are compatible with joint substrates, sealants, primers, and other joint fillers; and are approved for applications indicated by sealant manufacturer based on field experience and laboratory testing.

B. Cylindrical Sealant Backings: ASTM C 1330, of size and density to control sealant depth and otherwise contribute to producing optimum sealant performance.

C. Bond-Breaker Tape: Polyethylene tape or other plastic tape recommended by sealant manufacturer for preventing sealant from adhering to rigid, inflexible joint-filler materials or joint surfaces at back of joint. Provide self-adhesive tape where applicable.

D. Primer: Material recommended by joint-sealant manufacturer where required for adhesion of sealant to joint substrates indicated, as determined from preconstruction joint-sealant-substrate tests and field tests.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Comply with ASTM C 1193. Tool sealant to the appropriate shape.

B. Environmental Limitations: Do not proceed with installation of joint sealant when the ambient and substrate temperatures are outside the limits permitted by the sealant manufacturer or are below 40 deg F.

C. Install sealant backings to support sealants during application and to produce cross-sectional shapes and depths of installed sealants that allow optimum sealant movement capability.

D. Install bond-breaker tape behind sealants where sealant backings are not used between sealants and backs of joints.

E. Clean sealant material from all adjoining material surfaces not intended to receive sealant.

END OF SECTION 07 92 00

WOOD WINDOW RESTORATION 08 01 52 - 1

SECTION 08 01 52

WOOD WINDOW RESTORATION

PART 1 - GENERAL

1.1 DESCRIPTION

A. This section includes the restoration of wood windows on historic buildings and other structures, testing for lead base paint, window hardware and related accessories. Restoration work includes the repair of existing historic frame, sash, glazing, the replacement of severely damaged or missing material, new window hardware, and new wood storm windows. Work included in this section shall be in accordance with the National Park Service, U. S. Department of the Interior, Secretary of the Interior’s Standards for the Treatment of Historic Properties “Standards for Rehabilitation”.

1.2 RELATED WORK

A. 02 41 19 Selective Demolition

B. 07 92 00 Joint Sealants

C. 08 50 00 Windows

D. 08 80 00 Glazing

E. 09 90 00 Painting and Coating

1.3 REFERENCES AND REGULATORY REQUIREMENTS

A. Architectural Woodwork Institute (AWI).

B. Window and Door Manufacturers Association (WDMA).

C. Glass Association of North America (GANA).

D. National Park Service, U. S. Secretary of the Interior, Preservation Briefs #9, “The Repair of Historic Wooden Windows”, Brief #10, “Exterior Paint Problems on Historic Woodwork”, and Brief #33, “The Preservation and Repair of Historic Stained and Leaded Glass”.

E. “Lead Resource Guide for Owners of Older and Historic Buildings, Michigan State Housing Development Authority.

F. “The Lead-Safe Guide to Renovate Right”, U. S. Environmental Protection Agency.

WOOD WINDOW RESTORATION 08 01 52 - 2

A. Shop drawings, product samples or cut sheets of window replacement components and hardware.

B. Test results for lead base paint.

C. Storm window unit drawings.

1.5 QUALITY ASSURANCE

A. Installer: Contractor shall have a minimum of five years verifiable experience in wood window restoration and historic building restoration.

1.6 DELIVERY, STORAGE AND HANDLING

A. All material shall be delivered in manufacturer’s cartons and properly stored until ready for installation.

B. Protect all material from the weather.

PART 2 - PRODUCTS

2.1 GENERAL

A. Wood window restoration components shall match the existing wood species, grade, profile and dimensions as closely as possible.

B. Replacement hardware shall match the existing window hardware as closely as possible in terms of material, style, finish and placement. Replacement hardware shall be sourced from a manufacturer specializing in historic window hardware. Typical window hardware for double hung windows shall include:

1. Sash lock

2. Lift handles – two per window

3. Rope sash chords – 5/16” diameter, cotton with steel cable reinforcing

4. Sash chord pulleys

5. Vinyl bulb weatherstripping

6. Existing sash counter-weights shall be recovered and re-used.

C. Hardware for awning and casement window units shall include:

1. Hinges

2. Handle/lock

3. Hold open device

D. Hardware Manufactures:

1. Architectural Resource Center; www.aresource.com

2. Phelps Company; www.phelpscompany.com

3. E. R. Butler Company; www.erbutler.com

4. Approved equal.

http://www.aresource.com/ http://www.phelpscompany.com/ http://www.erbutler.com/

WOOD WINDOW RESTORATION 08 01 52 - 3

E. Hardware Finish: polished lacquered brass.

F. Glazing compound material shall be DAP 33 Window Glazing Compound.

G. Glazing points shall be galvanized glazier’s setting points of proper size and spacing to suit the glass size and glazing compound size.

2.2 STORM WINDOW UNITS (Bid Alternates #3 and #4)

A. New storm window units shall be exterior mounted, traditional, all season wood storm windows with a factory applied paint finish. Windows shall be 1 1/8” thick, with true divided lights as indicated on the drawings. Provide button thumb-turns for interior mounting.

B. Manufacturer:

1. SpencerWorks, 1020 S. 8th Street, Lincoln, NE, 68508. Phone: 402-499-7848; e-mail:

spencerwork@yahoo.com; website: www.spencerworks.com.

2. Weston Millwork Company, 722 Washington St., Weston, MO 64098. Phone: 816-640-

5555. Website: www.westonmillwork.com.

3. Approved equal.

PART 3 - EXECUTION

3.1 GENERAL

A. Sizes and profiles of all window components shall be documented prior to removal or repair.

All window sizes noted on the drawings are approximate. It is the responsibility of the contractor and window fabricator to verify exact sizes to suit existing conditions.

B. Existing windows that are painted may contain lead base paint. Unless otherwise indicated it is the responsibility of the contractor to test all material being restored or disturbed for the presence of lead base paint. Test results shall dictate the contractor’s appropriate actions. All material with lead base paint shall be handled in accordance with federal, state and local regulations.

3.2 RESTORATION

A. Remove all damaged or deteriorated window components, including both sash, frame and glass components, as needed.

B. Remove all rotted areas and patch with epoxy filler material. Sand smooth.

C. Using appropriate wood replacement material, reconstruct the window to its original style and configuration based on historic photos, drawings or other documentation.

D. Restore and re-use existing window hardware components when possible. Furnish and install new window hardware matching the existing as closely as possible.

mailto:spencerwork@yahoo.com http://www.spencerworks.com/ http://www.westonmillwork.com/

WOOD WINDOW RESTORATION 08 01 52 - 4

E. Remove damaged glazing material and replace with new glazing material. Secure all loose glass prior to installing new glazing.

F. Install new or restored sash furnished by the Owner in select window openings as noted.

G. Install new glazing as needed to replace broken or missing glass. Refer to Section 08 80 00 Glazing.

H. Paint interior and exterior surfaces in accordance with Section 09 90 00 Painting and Coating.

I. Restore windows to operating condition. Adjust as required for smooth operation.

J. Clean dirt and debris off all frame, sash and glass components.

K. Install new storm / screen window units on porches (Bid Alternates #3 and #4).

END OF SECTION 08 01 52

STILE AND RAIL WOOD DOORS 08 14 33 - 1

SECTION 08 14 33

STILE AND RAIL WOOD DOORS

PART 1 - GENERAL

1.1 DESCRIPTION

A. This section includes the exterior combination screen/storm doors at the north and south porches. Work under this section is Bid Alternates #3 and #4.

1.2 RELATED WORK

A. 02 41 19 Selective Demolition

B. 07 92 00 Joint Sealants

C. 09 90 00 Painting and Coating

1.3 REFERENCES AND REGULATORY REQUIREMENTS

A. Underwriter’s Laboratories, Inc. (UL) – “Fire Resistance Directory”.

B. American National Standards Institute (ANSI).

C. National Fire Protection Association (NFPA).

D. ASTM International.

E. Architectural Woodwork Institute (AWI).

F. Warnock-Hersey International (WHI).

1.4 SUBMITTAL REQUIREMENTS

A. Product data including manufacturer’s certifications and installation instructions. Samples and manufacturer’s standard finishes.

B. Shop drawings indicating door types and elevations, sizes, fire-ratings, swings, species, finishes, hardware locations and related accessories.

A. In accordance with manufacturer’s installation requirements.

STILE AND RAIL WOOD DOORS 08 14 33 - 2

1.6 DELIVERY, STORAGE AND HANDLING

A. Doors shall be packaged, delivered and stored in accordance with AWI specifications.

B. All material shall be protected from the weather.

PART 2 - PRODUCTS

2.1 STILE AND RAIL STORM DOORS

A. Exterior combination storm/screen door: Wood, 1 1/8” thick unit. Wood species: Douglas Fir.

Manufacturer: Vintage Door Company. Website: www.vintagedoors.com. Phone: 1-800- 787-2001.

1. Basis-of-Design Product: Vintage Door Company, “Monarch” model. Screening:

copper. Storm glass insert: clear, tempered glass.

2. Hardware Set for new combination screen/storm door. “Elite” screen/storm door hardware kit by Vintage Door, that includes:

a. 1 ½ pair hinges.

b. Closer

c. Mortise knob and lever set.

2.2 FABRICATION AND FINISHING

A. Factory fit doors to suit frame-opening sizes and to comply with referenced quality standard.

Contractor shall field verify all existing door opening dimensions prior to fabrication.

1. Provide 1/8-inch clearance at jambs, heads, and meeting stiles and 1/2 inch at bottom. At thresholds, provide 3/8-inch clearance.

B. Factory machine doors for hardware that is not surface applied.

C. Factory treat exterior doors after fabrication with water repellent to comply with WDMA I.S.4.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Install wood door frames level, plumb, true, and aligned with adjacent materials. Countersink fasteners, fill surface flush, and sand smooth.

B. Align and fit doors in existing wood frames with uniform clearances and bevels indicated below. Machine doors for hardware. Seal cut surfaces after fitting and machining.

1. Provide 1/8-inch clearance at jambs, heads, and meeting stiles and 1/8 inch at bottom. At thresholds, provide 1/4-inch clearance from bottom of door.

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STILE AND RAIL WOOD DOORS 08 14 33 - 3

C. Repair, refinish, or replace factory-finished doors damaged during installation as directed by Architect.

D. Paint interior and exterior door surfaces in accordance with Section 09 90 00 Painting and Coating. Doors shall be field painted, prime coat plus two finish coats.

E. Clean dirt and debris off all door and frame surfaces.

END OF SECTION 08 14 33

WINDOWS 08 50 00 - 1

SECTION 08 50 00

WINDOWS

PART 1 - GENERAL

1.1 DESCRIPTION

A. This section includes new, true divided light, single glazed, wood windows, window hardware and related accessories.

1.2 RELATED WORK

A. 06 10 00 Rough Carpentry

B. 06 01 20 Finish Carpentry Restoration

C. 07 46 24 Wood Siding and Trim Restoration

D. 08 01 52 Wood Window Restoration

E. 07 92 00 Joint Sealants

1.3 REFERENCES AND REGULATORY REQUIREMENTS

A. Appropriate references included in 01 42 00 References.

B. ASTM International.

C. American Architectural Manufacturers Association (AAMA).

D. Window and Door Manufacturers Association (WDMA).

E. Insulating Glass Manufacturers Alliance (IGMA).

F. Glass Association of North America (GANA).

1.4 SUBMITTAL REQUIREMENTS

A. All submittals shall be in accordance with 01 30 00 Administrative Procedures.

B. Product data and shop drawings indicating window types, dimensions, materials, finishes and hardware. Contractor shall field verify the existing rough opening dimensions and required unit dimensions.

C. Manufacturer’s warranty.

WINDOWS 08 50 00 - 2

A. In accordance with 01 40 00 Quality Requirements.

1.6 DELIVERY, STORAGE AND HANDLING

A. Windows shall be delivered in manufacturer’s cartons and shall be properly handled and stored with identification marks clearly visible.

B. All material shall be protected from the weather.

PART 2 - PRODUCTS

2.1 WOOD WINDOWS

A. Manufacturers:

1. Wood Windows:

a. Marvin Windows. Wood “Ultimate” Double Hung

b. Weston Millwork Company

c. Kolbe and Kolbe

d. Approved equal.

B. New window units shall match the profiles noted on the drawings.

C. All unit dimensions are approximate. The contractor and window supplier shall carefully field measure rough opening dimensions and furnish the window unit to suit these existing dimensions.

D. Provide wood windows with wood exterior surfaces and wood interior surfaces.

E. All wood shall be water repellent and preservative treated.

F. Interior and exterior finish: Factory applied primer.

G. Jamb Liners: Color: white.

H. Jamb extensions shall be custom cut to suit the wall thickness.

I. Glazing shall be 4.0 mm clear, float glass, minimum thickness.

J. Window Types: double hung, awning and casement units, as indicated on Drawings.

K. Muntins: Wood true divided light muntins.

L. Window hardware: Polished brass sash lock and polished chrome sash lift. One each per unit.

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WINDOWS 08 50 00 - 3

3.1 INSTALLATION

A. Set units level, plumb, and true to line, without warp or rack of frames and panels. Provide proper support and anchor securely in place.

B. Set sill members in bed of sealant or with gaskets, as indicated, to provide weathertight construction.

C. Adjust operating panels, screens, and hardware to provide a tight fit at contact points and weather stripping for smooth operation and weathertight closure. Lubricate hardware and moving parts.

D. Clean glass and interior and exterior frame and sash surfaces immediately after installing windows. Remove nonpermanent labels from glass surfaces.

E. Coordinate final inspection of window units with manufacturer’s representative.

F. Touch-up damaged surfaces with appropriate materials approved by the manufacturer.

G. Coordinate installation of sealant with 07 92 00 Joint Sealants.

H. Coordinate field painting with 09 90 00 Painting and Coating.

END OF SECTION 08 50 00

GLAZING 08 80 00 - 1

SECTION 08 80 00

GLAZING

PART 1 - GENERAL

1.1 DESCRIPTION

A. This section includes glass and glazing, setting materials and related accessories to be used in the restoration of historic wood windows.

1.2 RELATED WORK

A. 07 92 00 Joint Sealants

B. 08 01 52 Wood Window Restoration

C. 09 90 00 Painting and Coating

1.3 REFERENCES AND REGULATORY REQUIREMENTS

A. ASTM International.

B. American Architectural Manufacturers Association (AAMA).

C. Window and Door Manufacturers Association (WDMA).

D. Insulating Glass Manufacturers Alliance (IGMA).

E. Glass Association of North America (GANA).

F. National Fire Protection Association (NFPA).

G. Underwriters Laboratories, Inc. (UL).

H. Glazing Publications: Comply with published recommendations of glass product manufacturers and organizations below, unless more stringent requirements are indicated.

1. GANA Publications: GANA's "Laminated Glazing Reference Manual" and GANA's "Glazing Manual."

2. AAMA Publications: AAMA GDSG-1, "Glass Design for Sloped Glazing," and AAMA TIR-A7, "Sloped Glazing Guidelines."

3. IGMA Publication for Sloped Glazing: IGMA TB-3001, "Guidelines for Sloped Glazing."

4. IGMA Publication for Insulating Glass: SIGMA TM-3000, "North American Glazing Guidelines for Sealed Insulating Glass Units for Commercial and Residential Use."

GLAZING 08 80 00 - 2

A. Product data and shop drawings indicating dimensions, glass type and color. Submit glass samples.

B. Safety Glazing Labeling: Where safety glazing labeling is indicated, permanently mark glazing with certification label of the SGCC or another certification agency acceptable to authorities having jurisdiction or the manufacturer. Label shall indicate manufacturer's name, type of glass, thickness, and safety glazing standard with which glass complies.

1.5 QUALITY ASSURANCE

A. Manufacturer and Installer: Manufacturer and Installer shall have a minimum of five years experience fabricating and installing glass.

1.6 DELIVERY, STORAGE AND HANDLING

A. Glass shall be delivered in secure manufacturers cartons and shall be properly handled and safely stored with identification marks clearly visible until ready for installation.

B. All material shall be protected from the weather. Do not allow glazing material to freeze.

PART 2 - PRODUCTS

2.1 GLASS, GENERAL

A. Safety Glass: Category II materials complying with testing requirements in 16 CFR 1201.

Provide safety glazing labeling where safety glass is indicated.

B. Windborne-Debris Resistance: Glazing passes basic-protection testing requirements in ASTM E 1996 for Wind Zone 3 when tested according to ASTM E 1886.

2.2 GLASS PRODUCTS

A. Float Glass: ASTM C 1036, Type I, Quality-Q3.

2.3 MONOLITHIC-GLASS TYPES

A. Glass Type: Clear float glass.

1. Thickness: 4.0 mm, or match existing glass thickness as closely as possible.

GLAZING 08 80 00 - 3

2.4 GLAZING SEALANTS

A. Glazing Sealant: Neutral-curing silicone glazing sealant complying with ASTM C 920, Type S, Grade NS, Class 25, Use NT.

1. Products:

a. Dow Corning Corporation; 799.

b. GE Advanced Materials - Silicones; UltraGlaze SSG4000.

c. May National Associates, Inc.; Bondaflex Sil 200 GPN or Bondaflex Sil 201 FC.

d. Polymeric Systems, Inc.; PSI-631.

e. Schnee-Morehead, Inc., an ITW company; SM5731 Poly-Glaze Plus.

f. Tremco Incorporated; Proglaze SSG.

g. Substitutions in accordance with 01 25 00 Substitution Requirements.

B. Low-Emitting Materials: Sealants shall have a VOC content of not more than 250 g/L.

C. Low-Emitting Materials: Sealants shall comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers."

2.5 GLAZING COMPOUND

A. Glazing Compound for exterior use on wood windows and wood doors.

1. Products:

a. DAP: “DAP 33” Window Glazing Compound.

2.6 OTHER MATERIAL

A. Glazing setting points shall be galvanized glazier’s points of appropriate size to suit the glazing setting compound and glass size.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Comply with combined recommendations of manufacturers of glass, sealants, gaskets, and other glazing materials, unless more stringent requirements are contained in GANA's "Glazing Manual."

B. Set glass lites in each series with uniform pattern, draw, bow, and similar characteristics.

C. Remove nonpermanent labels, and clean dirt and debris from all surfaces immediately after installation.

END OF SECTION 08 80 00

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PAINTING AND COATING 09 90 00 - 1

SECTION 09 90 00

PAINTING AND COATING

PART 1 - GENERAL

1.1 DESCRIPTION

A. This section includes painting of interior trim, window components, exterior wood shingle siding, exterior wood trim, storm doors and related accessories.

1.2 RELATED WORK

A. 06 01 20 Finish Carpentry Restoration

B. 07 46 24 Wood Siding and Trim Restoration

C. 07 92 00 Joint Sealants

D. 08 01 52 Wood Window Restoration

E. 08 14 33 Stile and Rail Wood Doors

F. 08 50 00 Windows

1.3 REFERENCES AND REGULATORY REQUIREMENTS

A. Appropriate references included in 01 90 00.

B. ASTM International.

C. Master Painters Institute (MPI).

1.4 SUBMITTAL REQUIREMENTS

A. All submittals shall be in accordance with 01 30 00 Submittals.

B. Product data and color samples.

1.5 QUALITY ASSURANCE

A. In accordance with 01 40 00 Quality Control.

B. Installer: Painter shall have a minimum of five years experience in painting and coating work.

PAINTING AND COATING 09 90 00 - 2

1.6 DELIVERY, STORAGE AND HANDLING

A. All material shall be delivered in manufacturers cartons properly sealed and clearly labeled.

B. All material shall be stored indoors and protected from the weather.

C. Do not allow material to freeze.

PART 2 - PRODUCTS

2.1 PAINT

A. Manufacturers:

1. Behr Process Corporation.

2. Benjamin Moore & Co.

3. Cabot Stains

4. General Paint.

5. Kelly-Moore Paints.

6. PPG Architectural Finishes, Inc.

7. Pratt & Lambert.

8. Sherwin-Williams Company (The).

9. Substitutions in accordance with 01 25 00 Substitution Procedures.

B. MPI Standards: Provide materials that comply with MPI standards indicated and listed in its "MPI Approved Products List."

1. Exterior Painting Materials:

a. Primer, Bonding, Solvent Based: MPI #69.

b. Primer, Alkyd: MPI #5.

c. Latex, Exterior Semigloss (Gloss Level 5): MPI #11.

C. Material Compatibility: Provide materials that are compatible with one another and with substrates.

1. For each coat in a paint system, provide products recommended in writing by manufacturers of topcoat for use in paint system and on substrate indicated.

2.2 EXTRA MATERIAL

A. Furnish to the Owner a minimum of two gallons of extra stain used for the roof shingles.

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PAINTING AND COATING 09 90 00 - 3

3.1 PREPARATION

A. Comply with recommendations in MPI's "MPI Architectural Painting Specification Manual" applicable to substrates indicated.

B. Remove hardware and similar items that are not to be painted. Mask items that cannot be removed. Reinstall items in each area after painting is complete.

C. Clean and prepare surfaces in an area before beginning painting in that area. Schedule painting so cleaning operations will not damage newly painted surfaces.

3.2 APPLICATION

A. Comply with recommendations in MPI's "MPI Architectural Painting Specification Manual" applicable to substrates indicated.

B. Back-prime all wood surfaces prior to installation; paint all exposed surfaces unless otherwise indicated.

C. Apply paints according to manufacturer's written instructions.

1. Use brushes only for exterior painting and where the use of other applicators is not practical.

2. Match existing exterior wall color (white).

D. Apply paints to produce surface films without cloudiness, spotting, holidays, laps, brush marks, roller tracking, runs, sags, ropiness, or other surface imperfections. Cut in sharp lines and color breaks.

1. If undercoats or other conditions show through topcoat, apply additional coats until cured film has a uniform paint finish, color, and appearance.

E. Clean all dirt and debris off painted or coated surfaces.

F. Clean paint and other coating material off adjoining surfaces.

3.3 EXTERIOR PAINT APPLICATION SCHEDULE

A. Wood: Including wood trim and wood shingle siding, wood windows and storm windows, and storm doors.

1. Semigloss Latex: Two coats over alkyd primer: MPI EXT 6.3A.

2. Color: “white” (to match existing).

PAINTING AND COATING 09 90 00 - 4

3.4 INTERIOR PAINT APPLICATION SCHEDULE

A. Interior Wood Trim:

1. Semigloss Latex: Two coats over alkyd primer: MPI INT 6.3U.

2. Color: To be determined.

END OF SECTION 09 90 00