01_3591_-_Historic_Preservation_Treatment_0009.pdf

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031414 HISTORIC PRESERVATION TREATMENT PROCEDURES

SECTION 01 35 91 - HISTORIC PRESERVATION TREATMENT PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes special procedures for historic treatment on the Project including, but not limited to, the following:

1. Definitions.

2. Submittals.

3. Quality Assurance.

4. Storage and protection of existing historic materials.

5. Project site conditions.

6. Historic Preservation Treatment Plan

7. Protection, General.

8. Protection during application of chemicals.

9. Protection during use of heat-generating equipment.

10. Historic preservation treatment procedures.

1.2 DEFINITIONS

A. "Preservation": To apply measures necessary to sustain the existing form, integrity, and materials of a historic property. Work may include preliminary measures to protect and stabilize the property.

B. "Rehabilitation": To make possible a compatible use for a property through repair, alterations, and additions while preserving those portions or features that convey its historical, cultural, or architectural values.

C. "Restoration": To accurately return the form, features, and character of a property to its appearance at a particular period of time by means of the removal of features from other periods in its history and the repair and reconstruction of missing and deteriorated features from the restoration period.

D. "Reconstruction": To reproduce in the exact form and detail a building, structure, or artifact as it appeared at a specific period in time. Reconstructed elements do not possess historic integrity in their own right since it is not original fabric.

E. "Stabilize": To apply measures designed to reestablish a weather-resistant enclosure and the structural reinforcement of an item or portion of the building while maintaining the essential form as it exists at present. This level of intervention is aimed at retarding or arresting adverse impacts to structures.

F. "Protect and Maintain": To remove deteriorating corrosion, reapply protective coatings, and install protective measures such as temporary guards; to provide the least degree of intervention.

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G. "Repair": To stabilize, consolidate, or conserve; to retain existing materials and features while employing as little new material as possible. Repair includes patching, piecing-in, splicing, consolidating, or otherwise reinforcing or upgrading materials. Within restoration, repair also includes limited replacement in kind, rehabilitation, and reconstruction, with compatible substitute materials for deteriorated or missing parts of features when there are surviving prototypes.

H. "Replace": To duplicate in its entirety a historic element or feature by matching its historic pattern, detail and appearance. . Replacement is justified when original or historic elements are damaged beyond repair or are missing. Replacement methods includes the following conditions:

1. Replacement with Original or Historic Fabric: Includes fabric salvaged from other locations or projects having identical architectural qualities. It means duplication of appearance using identical material possessing historical significance.

2. Replacement with New Materials: Includes replacement with new material of like kind

(custom fabricated of manufactured) that is currently in production. It means duplication of appearance using like material.

3. Replacement with Substitute Materials: Includes replacement with a compatible substitute that is frequently contemporary and unlike the historic fabric. It means duplication of appearance using modern (non-traditional) material Use of substitute materials is not approved unless matching materials are not available.

I. "Remove": To demolish or detach items from existing construction and legally dispose of them off-site unless indicated to be removed and salvaged or removed and reinstalled.

J. "Remove and Salvage": To detach items from existing construction and deliver them to the NPS ready for reuse.

K. "Remove and Reinstall": To detach items from existing construction, repair and prepare them for reuse, and reinstall them where indicated.

L. "Existing to Remain" or "Retain": Existing items of construction that are not to be removed and that are not otherwise indicated to be removed and salvaged, or removed and reinstalled.

M. "Material in Kind": Material that closely matches existing materials, through comparison of architectural qualities and salient characteristic such as species, cut, color, grain, , dimension, profile, thickness, and finish.

1.3 SUBMITTALS

A. Historic Preservation Treatment Plan:

1. After the contract award and before the Pre-Construction conference, submit for approval a written Historic Preservation Treatment Plan (HPTP).

2. Submit for acceptance a graphic Architectural Protection Plan indicating fencing layout, Terrace wall, Stylobate, column and wall protection and protection of the

Undercroft soil.

a. Include proposed actions for maintaining watertight protection of portions of the building exposed during removal of the Raised Terrace.

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3. Submit for acceptance a Site Utilization Plan indicating how site will be used during construction, including use of the existing construction vault on the west façade, public and worker wayfinding, contractor yards and pathways.

4. If the plan requires any revisions or corrections, the contractor shall resubmit the plan within 10 days.

5. No change in the approved plan may be made without written concurrence by the

Contracting Officer.

B. Cultural Landscape Protection Plan:

1. After the contract award and before the Pre-Construction conference, submit for approval a graphic Cultural Landscape Protection Plan indicating fencing layout, tree protection and general landscape protection.

2. If the plan requires any revisions or corrections, the contractor shall resubmit the plan within 10 days.

3. No change in the approved plan may be made without written concurrence by the

Contracting Officer.

C. Alternative Methods and Materials: If alternative methods and materials to those indicated are proposed for any phase of work, provide a written description including evidence of successful use on other, comparable projects, and program of testing to demonstrate effectiveness for use on this Project.

D. Photographs or Videotape: Show existing conditions of adjoining construction and site improvements, including finish surfaces that might be misconstrued as damage caused by historic treatment operations. Submit before work begins.

1.4 QUALITY ASSURANCE

A. Historic Preservation Treatment Specialist Qualifications: An experienced firm with the required certifications and training that can demonstrate through past performance that they are qualified to perform this work.

1.5 STORAGE AND PROTECTION OF HISTORIC MATERIALS

A. Removed and Salvaged Historic Materials:

1. Clean salvaged historic items.

2. Pack or crate items after cleaning. Identify contents of containers.

3. Store items in a secure area until delivery to the NPS.

4. Transport items to storage area designated by Contracting Officer.

5. Protect items from damage during transport and storage.

6. Do not dispose of items removed from existing construction without prior written consent of Contracting Officer.

B. Removed and Reinstalled Historic Materials:

1. Clean and repair historic items to functional condition adequate for intended reuse unless otherwise noted.

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2. Pack or crate items after cleaning and repairing. Identify contents of containers.

3. Protect items from damage during transport and storage.

4. Reinstall items in locations indicated. Comply with installation requirements for new materials and equipment. Provide connections, supports, and miscellaneous materials necessary to make item functional for use indicated.

C. Existing Historic Materials to Remain: Protect construction indicated to remain against damage and soiling during historic treatment. When permitted by Contracting Officer, items may be removed to a suitable, protected storage location during historic treatment and cleaned and reinstalled in their original locations after historic treatment operations are complete.

D. Storage and Protection: When removed from their existing location, store historic materials within a weather-tight enclosure where they are protected from wetting by rain, snow, or ground water, and temperature variations. Secure stored materials to protect from theft.

1. Identify removed items with an inconspicuous and reversible mark indicating their original location.

2. Develop a key plan when many similar items are scheduled for removal and reinstallation.

1.6 PROJECT-SITE CONDITIONS

A. Exterior Cleaning and Repairing:

1. Proceed with the work only when forecasted weather conditions are favorable.

a. Wet Weather: Do not attempt repairs during rainy or foggy weather. Do not apply primer, paint, putty, or epoxy when the relative humidity is above 80 percent. Do not remove exterior elements of structures when rain is forecast or in progress.

b. Do not perform exterior wet work when the air temperature is below 40 deg F (5 deg C).

c. Do not begin cleaning, patching, or repairing masonry when it is below 40 deg F (5 deg C) and when there is any likelihood of frost or freezing.

d. Do not begin cleaning when either the air or the surface temperature is below 45 deg F (7 deg C) unless approved means are provided for maintaining a 45 deg F (7 deg C) temperature of the air and materials during, and for 48 hours subsequent to, cleaning.

2. Perform cleaning and rinsing of the exterior only during daylight hours.

B. National Park Service will occupy portions of building immediately adjacent to historic treatment area. Conduct historic treatment so National Park Service operations will not be disrupted.

Provide not less than 72 hours' notice to Contracting Officer of activities that will affect National

Park Service operations.

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PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 HISTORIC PRESERVATION TREATMENT PLAN

A. Prepare a written technical plan for preservation work covering all preservation components of the project. The plan must verify that the construction strategy and the intent is compatible with

“The Secretary of Interior’s Standards for the Treatment of Historic Properties” and “The

Secretary of the Interior’s Guidelines for the Treatment of Cultural Landscapes”, and National

Park Service management policies for cultural resources. The plan must satisfy both the project scope and resource protection requirements. The plan shall include the following:

1. Organized list of preservation components of the project, systems, and tasks.

2. Staging and sequence of the work.

3. Disassembly and reassembly techniques and steps.

4. Equipment and tools required.

5. Supplies and materials with manufacturer or supplier identified.

6. Skilled trades and crafts required.

7. Anticipated testing and analysis of fabric.

8. Additional investigations for the extents or magnitude of treatments needed.

9. Protective measures.

10. Seasonal limitations on the work.

11. Alternative means if primary treatment method is unfeasible.

12. Work conducted off-site (Approval from CO required prior to taking resources off-site).

3.2 PROTECTION, GENERAL

A. No Work shall begin unless approved temporary protection of historic features and finishes is in place.

B. Comply with manufacturer's written instructions for precautions and effects of products and procedures on adjacent building materials, components, and vegetation.

C. Ensure that supervisory personnel are present when work begins and during its progress.

D. Temporary Protection of Historic Materials during Construction:

1. Refer to the drawings for detailing and location of temporary protection.

2. Protect existing materials during installation of temporary protections and construction.

Do not deface or remove existing materials.

3. No materials used for protection may damage historic fabric.

4. Attachments of temporary protection to existing construction shall be approved by

Contracting Officer prior to installation.

a. All fasteners for temporary protection must not rust.

E. Protect landscape work adjacent to or within work areas as follows:

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1. Contractor must consult National Mall and Memorial Park’s arborist before altering any part of this cultural landscape.

2. Provide barriers to protect tree trunks.

3. Use coverings that allow plants to breathe and remove coverings at the end of each day.

Do not cover plant material with a waterproof membrane for more than 8 hours at a time.

4. Set scaffolding and ladder legs away from plants.

F. Existing Soil within the Raised Terrace and Chamber Statuary Undercrofts: The existing soil within the Undercroft is considered a cultural landscape and as such, protection of the soil during construction is required.

1. Soil that will be to be excavated for construction of new Work, such as grade beams, floor slabs, slabs-on-grade and related excavation does not require protection.

2. See Protection Drawings for identified areas for construction access.

3. Regrading of soil in construction access areas is prohibited.

G. Existing Drains: Prior to the start of work or any cleaning operations, test drains and other water removal systems to ensure that drains and systems are functioning properly. Notify Contracting

Officer immediately of drains or systems that are stopped or blocked. Do not begin Work of this

Section until the drains are in working order.

1. Provide a method to prevent solids including stone or mortar residue from entering the drains or drain lines. Clean out drains and drain lines that become blocked or filled by sand or any other solids because of work performed under this Contract.

2. Protect storm drains from pollutants. Block drains or filter out sediments, allowing only clean water to pass.

3.3 MATERIALS

A. Temporary Protection of the Lincoln Memorial, Reflecting Pool and Surrounding Landscapes must meet the following:

1. All protective pads or cushioning devices must be non-staining and must be approved by the NPS prior to installation.

2. Protection must be solid or made with an intact “honey-combed” structure. It must not be fibrous, friable, or constructed with small plastic beads that may spread if protection is damaged.

3. Protective materials must be weighted down to prevent objects from blowing away.

4. If non-freezing, non-staining liquids are used in the area to weigh down features, the NPS must approve this product. Contractor must provide the Safety Data Sheet (SDS) for these materials. All liquid must be disposed of offsite. Liquids, including water, must not be dumped onsite or in storm sewers.

5. Sandbags, which may break open, are not permitted on site.

6. Temporary protection materials such as carpet remnants and neoprene pads must be non-staining.

7. Protective material must be installed at all contact points between where temporary equipment and/or fencing meets existing architectural hardscape.

8. Materials may be combined or stacked for further protection.

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Hardscape Resource Protection Materials

1 Plywood must be used in combination with polystyrene or enkamat. Plywood must not come into direct contact with hardscape surfaces. A “sandwich” of plastic sheeting, polystyrene and plywood works well (in this order).

2 Polystyrene must be 60 psi over affected hard surfaces, site furnishings and features.

3 Plaques and inscriptions may be bridged over with temporary materials, but no weight may bear directly on the surface(s).

B. Temporary materials for areas not cited above may be new or used but must be adequate in capacity for the required usage, must not create unsafe conditions, and must not violate requirements of applicable codes and standards.

C. Protection of the Concrete columns in the Undercroft: Contractor may not secure structures, scaffolding, or any other fixtures to any existing columns within the Undercroftshown on the protection drawings.

1. 2” Closed-cell rigid insulation (polystyrene) must be cut to fit each column.

2. Non-staining ¾” plywood must be adhered to surfaces of rigid insulation pieces.

3. A continuous, non-abrasive webbed strap must secure protection assembly around the entire circumference of each affected column(s).

4. Provide protection of columns to height indicated on the protection drawings.

5. At locations of demolition and construction at the Mezzanine Level, provide protection above and below the existing and new structural slabs.

D. Protection of the Fluted Marble Columns Surrounding the Statuary Chamber: Contractor may not secure structures, scaffolding, or any other fixtures to columns unless prior approval is granted by the Superintendent. If permission for this action is received, protection of each column must adhere to the following requirements:

1. Individual pieces of 2” closed-cell rigid insulation (polystyrene) must be cut to fit each recess (flute) of each column.

2. Non-staining ¾” plywood must be adhered to surfaces of rigid insulation pieces.

3. A continuous, non-abrasive webbed strap must secure protection assembly around the entire circumference of each affected column(s).

4. A broad wooden “saddle” must rest on protected column where load is to be applied.

5. Metal bracing must load onto wooden saddle only.

Marble Granite Cobblestone Asphalt pavement

Exposed aggre-gate concrete side-walks

Concrete

Pavers

Alaska and

Hawaii Plaque

(Approach-way No weight bear-ing equip-ment)7

I Have A

Dream

Inscrip-tion (No weight bearing equip-ment)3

Polystyrene 2 Yes Yes Yes Yes Yes Yes Yes Yes

I Protective

Flooring (Floor-ing)

Yes No No Yes No No Yes Yes

Carpet Remnants Yes Yes Yes Yes Yes Yes Yes Yes

Plastic Sheeting below cushioning material

Yes Yes Yes Yes Yes Yes Yes Yes

Plywood1

(In combination with other materi-als only)

Yes Yes Yes Yes Yes Yes Yes Yes

Combination

Enkamat/Plywood

Yes No No Yes Yes Yes Yes Yes

Neoprene pads Yes Yes Yes Yes Yes Yes Yes Yes

Cable Troughs Yes Yes Yes Yes Yes Yes Yes Yes

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6. Bracket locations should be positioned so that vertical pipe in contact with the column protection is centered on the flute ridge.

Figure: Example of column protection highlighting protection at flute ridge.

Figure: Column protection highlighting bracing of wooden saddles.

E. Existing Soil within the Raised Terrace and Chamber Statuary Undercrofts:

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1. Provide 6mm Vapor barrier below Geo-textile fabric with 4” of #57 or #8 crushed stone aggregate base. Extend vapor barrier 12” beyond fence line or aggregate perimeter to prevent aggregate from spreading to unprotection portions of the soil.

2. Provide additional aggregate for any required regrading for safe construction access areas as identified in the Protection drawings.

3. Vapor barrier and aggregate are to be removed after construction.

F. Protection of the concrete pilasters and walls in the Undercroft: Contractor may not se-cure structures, scaffolding, or any other fixtures to any existing walls within the Under-croft

1. Protect the Undercroft perimeter walls and pilasters with a (modular) 4’ wide x

8’tall barrier system.

2. Use non-staining, ¾” plywood with 2” closed-cell rigid insulation (polystyrene) ad-hered to one side of the plywood surface.

3. Brace barrier fence to prevent overturning. Brace may not be secure to adjacent ex-isting walls or columns and must be independently supported. All fasteners must be non-staining.

4. Removal and/or repositioning of the protective barrier shall be reviewed with the

Owner as Work progresses.

3.4 PROTECTION DURING APPLICATION OF CHEMICALS

A. Protect persons, motor vehicles, surrounding surfaces of building being restored, building site, plants, and surrounding buildings from harm or damage resulting from applications of chemical cleaners and paint removers.

B. Comply with requirements in Division 01 Section "Temporary Facilities and Controls."

C. Cover adjacent surfaces and landscaping with materials that are proven to resist chemical cleaners selected for Project unless chemicals being used will not damage adjacent surfaces. Use covering materials that contain only waterproof, UV-resistant adhesives. Apply masking agents to comply with manufacturer's written instructions. Do not apply liquid masking agent to painted or porous surfaces. When no longer needed, promptly remove masking to prevent adhesive staining.

D. Do not clean surfaces during winds of sufficient force to spread cleaning solutions to unprotected surfaces.

E. Neutralize and collect alkaline and acid wastes and dispose of outside park boundaries.

F. Dispose of runoff from chemical operations by legal means and in a manner that prevents soil erosion, undermining of paving and foundations, damage to landscaping, and water penetration into building interiors.

3.5 PROTECTION DURING USE OF HEAT-GENERATING EQUIPMENT

A. Comply with the following procedures while performing work with heat-generating equipment, including welding, cutting, soldering, brazing, paint removal with heat, and other operations where open flames or implements utilizing heat are used:

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1. Obtain Contracting Officer’s approval for operations involving use of open-flame or welding equipment.

a. Notification shall be given for each occurrence and location of work with heat-generating equipment.

b. Obtain the appropriate permit from the park as required.

2. As far as practical, use heat-generating equipment in shop areas or outside the building.

3. Shield and protect public visitors to the Memorial from heat-generating equipment and its use.

4. Before work with heat-generating equipment commences, furnish personnel to serve as a fire watch (or watches) for location(s) where work is to be performed.

5. Do not perform work with heat-generating equipment in or near rooms or in areas where flammable liquids or explosive vapors are present or thought to be present. Use a combustible gas indicator test to ensure that the area is safe.

6. Remove and keep the area free of combustibles, including, rubbish, paper, waste, etc., within area of operations.

a. If combustible material cannot be removed, provide fireproof blankets to cover such materials.

7. Where possible, furnish and use baffles of metal or gypsum board to prevent the spraying of sparks or hot slag into surrounding combustible material.

8. Prevent the extension of sparks and particles of hot metal through open windows, doors, holes, and cracks in floors, walls, ceilings, roofs, and other openings.

9. Inspect each location of the day's work not sooner than 30 minutes after completion of operations to detect hidden or smoldering fires and to ensure that proper housekeeping is maintained.

B. Where sprinkler protection exists and is functional, maintain it without interruption while operations are being performed. If operations are performed close to automatic sprinkler heads, shield the individual heads temporarily with guards.

3.6 HISTORIC PRESERVATION TREATMENT PROCEDURES

A. The principal aim of preservation work is to halt the process of deterioration and stabilize the item's condition, to sustain the integrity of the historic element, feature or structure being preserved. Cyclic maintenance is often required as well as repair work. Repair is required where specifically indicated. The following procedures shall be followed:

1. Retain as much existing material as possible; repair and consolidate rather than replace.

2. Use additional material or structure to reinforce, strengthen, prop, tie, and support existing material or structure.

3. Use reversible processes wherever possible.

4. Use traditional replacement materials and techniques if possible. New work shall be distinguishable from old work and original materials and techniques.

5. Record the existing condition before commencing with repair work, document with preconstruction photos, sketches and field notes. Record repair work during construction

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with periodic construction photos and daily inspection reporting. Photo documentation is specified in Division 01 Section "Photo Documentation for Historic Preservation Projects".

B. Notify Contracting Officer of visible changes in the integrity of material or components whether due to environmental causes including biological attack, UV degradation, freezing, or thawing;

or due to structural defects including cracks, movement, or distortion.

1. Do not proceed with the work in question until directed by Contracting Officer.

C. Where Work requires existing features to be removed, cleaned, and reinstalled, perform these operations without damage to the material itself, to adjacent materials, or to the substrate.

D. Identify new or replacement materials and features with inconspicuous, permanent marks to distinguish them from original materials. Record the legend of identification marks and the locations of these marks on Record Drawings.

E. When cleaning, match samples of existing materials that have been cleaned and identified for acceptable cleaning levels. Avoid over-cleaning to prevent damage to existing materials during cleaning. Only the gentlest methods available should be attempted. Initiate cleaning using hand cleaning methods before introducing power cleaning methods and equipment.

F. Additional graffiti, carving, scratching, and/or other types of vandalism is strictly prohibited within the Building and on the surrounding trees, shrubs and landscape.

END OF SECTION 01 35 91