B08_-_Attachment_1_-_Specifications_-_Revised_8_3_2026.pdf

INDEPENDENCE NATIONAL HISTORICAL

PARK PHILADELPHIA, PA

PMIS 314545

FY25 USA250 Cyclic Exterior Painting at

Multiple INDE Locations (Merchants’ Exchange Building)

SPECIFICATIONS

July 18, 2025 (Revised August 3, 2026)

TABLE OF CONTENTS

DIVISION 01 – GENERAL REQUIREMENTS

01 01 10 Summary of Work 7 01 31 13 Construction Schedule 1 01 31 19 Project Meetings 1 01 33 00 Submittal Procedures 7 01 35 20 Safety Requirements 3 01 35 91 Historic Preservation Treatment Procedures 4 01 42 00 References 4 01 50 00 Temporary Facilities and Controls 6 01 73 00 Execution 4 01 74 10 Construction Waste Management and Disposal 7 01 77 00 Closeout Procedures 3

DIVISION 02 – EXISTING CONDITIONS

02 83 33 Lead-Based Paint Removal and Disposal 13

DIVISION 06 – WOOD, PLASTICS AND COMPOSITES

06 01 20 Finish Carpentry Restoration 10

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

07 92 00 Joint Sealants 6

DIVISION 08 – DOORS, WINDOWS AND GLAZING

08 01 80 Maintenance of Glazing 3

DIVISION 09 – FINISHES

09 91 00 Painting 12

APPENDIX A Forms Transmittal Form-CM-16_10-7-20_v508_101420 2 Waste Management Appendix A & B 6

SECTION 01 01 10 SUMMARY OF WORK

PART 1- GENERAL

1.1 SUMMARY

A. The Contractor shall provide all labor, materials, tools and equipment necessary for the successful execution and completion of the work. The project has as a base scope with one option. The contractor should carefully review the construction documents (drawings and specifications) in developing their proposal. The work of INDE 314545 – FY25 USA250 Cyclic Exterior Painting at Multiple INDE Locations (Merchants’ Exchange Building) shall include, but is not limited, to the following:

1. Base Items, at elevations of the Merchants’ Exchange Building up to the roof line,

a. Carpentry Repairs:

The contractor shall:

i. Inspect existing windowsills, muntin’s, sashes, and doors, including frames and trim for damage.

1. Document the conditions with photographs and show deficiencies on marked up plans. See drawings for known locations of work.

2. Report on the condition of exterior woodwork of the entire perimeter of the building.

3. Identify conditions and/or quantities different from that shown on the drawings and notify the Contracting Officers Representative (COR) and/or Point-of-Contact (POC) in writing within ten (10) business days of initial assessment

ii. Carry out carpentry repairs as defined in Section 06 01 20 and drawings after consulting with the COR/POC on priorities for replacement, including filling holes and splits and re-securing loose sections or pieces.

iii. Replace existing deteriorated material with new decay-resistant wood materials that match the size, shape, profile, and grain orientation of the material being replaced – Reference Section 06 01 20.

iv. Epoxy fill areas of checking greater than 1/8” wide and isolated areas of decay on existing wood surfaces and sand flush with adjacent material. Areas larger than 1 inch square of decay must be cut out to solid wood and replaced with a dutchman repair.

v. Assumption of Work:

1. Basis of quantity for replacement of exterior wood sills at entire perimeter – 13 sills

2. Basis of quantity for repairs to window muttons, sashes and doors, matching detailing. Repair locations and extents to be proposed by Contractor and documents during the paint scraping process. Contractor must confirm locations for repair/replacement with by CO or designated representative before starting demolition. – 30 L.F.

3. Basis of quantity for discovered repairs – 10% all wood components

b. Bird Netting.

i. Remove existing bird netting at the west elevation only to access work areas.

ii. After work is complete and proposed materials are approved by the

Contracting Officer or designated representative, install new bird netting where removed.

iii. Reuse existing masonry anchors.

iv. Provide new netting, straining wire, clips, and any other components the bird control netting manufacturer requires for a complete and proper installation. Base quantity – 5 masonry anchors, 1700 S.F. of netting

c. Glazing - Remove tape applied over broken glazing unit seal. Ensure all broken glazing pieces at the exterior side are removed. Do not remove or damage interior pane of glazing unit. Apply sealant at perimeter of glazing unit to prevent water entry. Base quantity – 1 linear foot

d. Paint Exterior Railings and Light Fixtures at east elevation. Remove failing paint and rust from all exterior metal work as defined in the drawings and specifications. Paint with rust inhibiting primer and 2 coats of approved exterior finish. Base quantity – 2 railings and 2 light fixtures

e. Exterior Wood Painting and Preparation. After exterior woodwork repairs are complete, perform all required work to clean and fully prepare all surfaces for painting. Prime the exterior woodwork in its entirety according to specifications with approved exterior primer after submission to the CO.

Apply two coats of primer on new wood. Bruch apply paint to all wood and metal surfaces once completely dry with approved exterior paint. Match colors to existing and through selection of the CO.

f. Sealant Replacement. Replace sealant at all masonry openings, doors, windows, etc. in accordance with specifications.

g. Base Lead Paint Testing

i. All window sashes below the roof line EXCEPT W104 & W105 of the Merchants’ Exchange building, were abated from lead-based paint under a previous contract circa 2004. It is unknown if window casings, trim, and sills and all work at the cupola level still contain lead-based paint.

ii. A qualified third party testing agency must be hired by the Contractor as part of this project to test locations suspected of containing lead based paint. Minimum 10 test locations. Results will be shared with the CO.

iii. Contractor is to provide base price on the assumption that lead-based paint has been mitigated.

iv. Contractor is to include lead-based paint testing in base price.

h. General Requirements

i. Provide scaffolding, lifts, or ladders including all accessories as specified or required to provide access to the work areas.

ii. Provide clear access at all times to all building’s exterior doors and paths of travel as delineated on the Drawings.

iii. Provide protection for the existing buildings and building systems during the work of this contract.

iv. Protect the existing plantings, plants, trees, and landscape features during the work of this contract.

2. Optional Item 1 – Cupola Restoration (Subject to the Availability of Funding)

a. Carpentry Repairs:

i. Inspect existing windowsills, muttons, sashes, columns, and doors, including frames and trim. Report on the condition of exterior woodwork of the entire perimeter of the cupola. Identify conditions and/or quantities different from that shown on the drawings and notify the CO in writing.

ii. Carry out carpentry repairs as defined in the specifications and drawings after confirming with the CO on replacement locations and extents, including filling holes and splits and re-securing loose sections or pieces.

iii. Replace existing deteriorated material with new decay-resistant wood materials that matches the size, shape, profile, and grain orientation of the material being replaced – Reference Section 06 01 20.

iv. Epoxy fill areas of checking greater than 1/8” wide and isolated areas of decay on existing wood surfaces and sand flush with adjacent material. Areas larger than 1 inch square of decay must be cut out to solid wood and replaced with a dutchman repair.

v. Document the conditions with photographs and show deficiencies on marked up plans. See drawings for known locations of work.

b. Basis of quantity for replacement bottom rails of sashes – 12 bottom rails

c. Basis of quantity for column base replacement. Remove deteriorated column base and temporarily support column during work. Replacement base must match original shape, size, and profiles with new Honduran Mahogany wood. Construction shall match the existing in terms of section/dimensions, no onsite glued-up sections or pieces will be allowed as replacements for solid wood sections or pieces. – 1 new column base.

d. Basis of measure for noted and discovered dutchman repairs at cupola level using scarf joints and matching detailing. Locations to be determined by Contractor and confirmed by CO following inspection – 10% all wood surfaces for replacement. Assume 30% additional epoxy patching at all wood surfaces.

e. New window putty. Remove all existing putty at cupola glazing panes. Clean panes and reinstall with new putty while uninstalled. If a window is removed for work offsite and not reinstalled in the same day, temporary security enclosures must be installed at the masonry opening until window is properly reinstalled. See detail in drawings. Confirm dimensions in the field, drawings are approximate.

f. Metal work painting. Remove failed paint and rust from all exterior metal as defined in the drawings and specifications. Clean and paint metal surfaces with rust inhibiting primer and 2 coats of approved exterior finish. Work includes metal copings at walkway and flashing at base of cupola, roof top ornaments, and metal scuppers at walkway. Do not paint standing seam metal roof or surfaces not previously painted.

3. Optional item 2 – Lead based paint remediation

a. Contractor shall also provide an Optional Item 2 price if test results required above under Section 1.1 (A)(1)(g) conclude lead-based paint is still present and must be remediated and disposed of properly in accordance with Section 02 83 33 – Lead-Based Paint Removal and Disposal.

b. Contractor shall assume lead-based paint for entire project (including Optional Item 1) for pricing of Optional Item 2 in terms of response to solicitation only.

i. If Lead-Paint testing finds only Lead-Based Paint in certain areas, and not entire scope project, Contractor shall be asked to reduce Optional Item 2 price before Optional Item 2 is exercised, based on reduced scope of remediation based on testing results.

ii. If Lead-Paint testing under the Base Item finds no lead-based paint this Optional Item 2 will not be exercised.

B. The primary goal of the project is to minimize future repairs and preserve the historic fabric of the Merchants’ Exchange Building. The work requires putting into good repair and painting the exterior wood and metalwork, as noted on the project documents. The contractor must note any needed repairs not called out or indicated for repair and report the same to the CO. Do not perform any repairs that are not called out or indicated as part of the work without written authorization from the CO.

C. All work will be performed under a single contract.

D. The contractor shall submit phasing schedule as appropriate to maintain access to the building for review and approval by CO prior to a Notice to Proceed.

1.2 DURATION OF THE CONTRACT

A. All work shall be completed within ninety (90) days from the Notice to Proceed, given normal weather conditions. Fair and reasonable extensions may be granted for unforeseen circumstances at the desecration of the CO.

1.3 LOCATION: This project is located at the Merchants’ Exchange Building, 143 South 3rd Street, Philadelphia, 19106, at Independence National Historical Park.

1.4 WORK UNDER OTHER CONTRACTS

A. General: Cooperate with separate Construction Contractors so work on those contracts may be carried out smoothly, without interfering with or delaying work under this Contract. Coordinate Work of this Contract with work performed under separate contracts.

B. Concurrent or Future Work: Government will award separate contract(s) for the following construction operations at Project site. Depending on award date, those operations will be conducted simultaneously or at site after Substantial Completion of this Contract.

1. HVAC Replacement.

2. Fire suppression system panel installation and repairs

3. Security systems upgrades.

1.5 CONTRACTOR'S USE OF PREMISES

A. The site will remain open to NPS personnel and the public during construction.

Contractor will maintain access to the building entrances as shown on the drawings throughout the construction phase to permit staff access. If closure of the building or an entry way is required for a limited period, then Contractor shall notify CO no less than 72 hours prior to closure. No building entry shall be closed without prior approval by CO.

1. The buildings will not be emptied of its contents during the duration of the contract and must remain safe and accessible throughout the period of construction. The Park must have access to the building interior at all times.

2. The Contractor’s construction activities shall not interfere with building access for employee use throughout the construction phase. The NPS reserves the right to reschedule work that causes excess fumes or noise which interrupts normal work.

3. Sidewalks and walkways adjacent to the building shall remain open to pedestrians throughout construction. The Contractor will protect pedestrians from falling overhead debris, with debris netting, yellow warning caution tape, guardrails, and fences. A minimum of two rolls of warning tape will be kept on site at all times.

4. The National Park Service (NPS) will not tolerate any deviation from the specifications noted for the safety of the park's staff or visitors at all times.

B. The Contractor shall notify the CO of the proposed work schedule, i.e., typical workday, prior to mobilization on site. This is to aid NPS Protection staff in monitoring the site. The Contractor shall notify the CO whenever work will take place on the site, so that the work can be monitored and to allow for coordination with Park operations.

1. The Contractor shall at all times conduct their operations to ensure the least inconvenience to the occupants and disruption to visiting public.

a. No loud radios or other forms of music shall be permitted.

b. Loud noise shall be kept to a minimum.

c. No loud, inappropriate language toward or around any Park staff, visitors or other members of the public.

C. Contractor is prohibited from using interior of building for access to the work or for storage.

D. Use of Site: Limit use of premises to areas within the Contract limits indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.

E. Nonsmoking Policy: Smoking is not permitted on NPS Property at any time.

F. Work and storage of materials shall take place in the work area prescribed by the CO and in accordance with NFPA 241 Standard for Safeguarding Construction, Alteration, and Demolition Operations.

1.6 WORK RESTRICTIONS

A. Delivery of material:

1. Vehicular Restrictions: It is important that the historic scene in the Park be preserved for the enjoyment of the Park’s visitors. For that reason, onsite parking is prohibited. In designated locations only for active work vehicles required in the loading and unloading of Contractor materials may temporary parking be accepted. Once vehicles are loaded or unloaded, they must be removed from site. For a possible street parking permit, which allows free parking at legal metered spaces, contact Philadelphia Parking Authority.

Permit is good for 6 months.

B. The Contractor will be permitted to work Monday through Friday between 7:00 a.m. and

5:00 p.m. Work performed at any other time or on Federal Holidays may be done only with prior approval of the CO and the Park.

1. Contractor shall request permission from the CO one week in advance to work on Federal Holidays, weekends or outside of the normal 7:00 a.m. to 5:00 p.m. schedule.

2. The CO may, with at least 2 weeks written notice, designate “no work days” due to special events at the site.

1.7 SPECIAL CONSTRUCTION REQUIREMENTS

A. Historic Status and Review Notice:

1. The Merchants’ Exchange Building was constructed in the early 19th- century (1834) and was essential to Philadelphia’s and young America’s developing financial institutions of the United States. The building was designed by prominent Architect William Strickland and constructed of Pennsylvania Blue Marble with a sheet metal roof. The building is classified as Management Category A – must be preserved and maintained (CRIS #00813). Merchants’ Exchange Building is recognized as a contributing factor to Independence National Historical Park’s status on the National Register of Historic Places. The Contractor is advised of the following:

a. The work to be performed on this building will meet the highest standards of preservation and building craftsmanship.

b. The Contractor will be intimately familiar with the Secretary of the Interior Standards for the Treatment of Historic Properties, specifically standards for restoration and rehabilitation.

c. Proper attention shall be given during construction to ensure that there is no loss of significant or historic fabric during construction activities.

d. Maintain existing building in a weather-tight condition throughout construction period. Repair damage caused by construction operations.

Protect building and its occupants during construction period.

B. Preservation of Site and Natural Features: Confine all operations to work limits of the project. Prevent damage to natural surroundings and adjacent stone pavers and river rock streets. Restore damaged areas, repairing or replacing damaged trees and plants, at no additional expense to the NPS.

1. Provide temporary barriers to protect existing trees and plants and root zones.

2. Do not remove, injure, or destroy trees or other plants without prior approval.

Consult with the CO and remove agreed-on roots and branches that interfere with construction (only after written approval).

3. Do not fasten ropes, cables, or guys to trees.

C. Prior to start of work, the Contractor shall examine work site with CO or designated representative to determine exact limits of work and the conditions under which this work will be performed.

D. All vehicles including lifts, operating on paved areas shall comply with the following requirements:

1. All vehicles are required to use pneumatic tires.

2. The Contractor will be held responsible for the protection of the brick, slate, and cobblestone sidewalks and will be held accountable for any damage that occurs as a direct result of the work. Any vehicles that exceed a gross weight of 10,000 pounds must use the protection described below. Using this method does not relieve the Contractor of responsibility to protect the walkways from damage.

a. Two layers of ¾” plywood, with a layer of 2” Styrofoam paneling in between, laid in such a manner that the surface of the paved area is covered to all extents of its surface.

b. When the Styrofoam has compressed to a height that is less than half its original thickness, or to an extent that the Styrofoam is not protecting the paving, it is to be replaced as described above.

3. Post signage to route pedestrians around construction as recommended by the CO or designated representative.

4. Protect pedestrian traffic by guardrails or fences.

5. Cover pipes, hoses, and power lines crossing sidewalks and walkways with troughs using beveled edge boards.

6. Removal: Completely remove barriers no longer needed and when approved by CO or designated representative.

E. Temporary Controls:

1. Housekeeping:

a. Keep project work site neat, orderly, and in a safe condition at all times.

b. Provide enough refuse containers for collecting construction debris and have them removed from the site or emptied daily.

c. Wet down dry materials and rubbish to prevent blowing dust.

d. Keep volatile wastes in covered containers.

2. Proposed dumpster and/or refuse container location shall be submitted to CO for review and approval prior to dumpster/refuse containers being brought to the site.

F. Air and Water Pollution Control:

1. Take all necessary reasonable measures to reduce air and water pollution by any material or equipment used during construction.

2. Do not dispose of volatile wastes or oils in storm or sanitary drains.

G. Provide constant protection against rain, wind, storms, frost, and heat so as to keep work and materials free from damage. At the end of each day's work, cover work likely to be damaged. During cold weather, protect work from damage by freezing.

1.8 FIELD VERIFICATION: Field verify all new and existing dimensions affecting the work of this contract before fabricating work.

1.9 QUALITY CONTROL

A. The Contractor’s designated quality control supervisor shall be employed full time at the project site whenever contract work is in progress.

B. Methods of monitoring and controlling environmental pollution and contamination shall be used as required by regulations and laws.

C. The Contractor shall submit worker qualifications documenting the required experience for the following firms and/or personnel:

1. Job Site Superintendent: Minimum of five (5) years as Job Site Superintendent managing jobs of similar size and complexity. List minimum of one (1) job managed that required the following of the Secretary of the Interior’s Standards for the Treatment of Historic Properties; Rehabilitation Guidelines.

NOTE: Projects involving the Secretary of the Interior’s Standards typically include federal government construction work on buildings listed or eligible for listing on The National Register of Historic Places or private commercial properties being rehabilitated for the Federal Tax Credits for Historic Rehabilitations but may include other projects where the owner elects to follow the Secretary of the Interior’s Standards. For a copy of the Secretary of the Interior’s Standards for Rehabilitation see: https://www.nps.gov/tps/standards/rehabilitation.htm

2. Lead Restoration/Finish Carpenter: Minimum of five (5) years as a Restoration/Finish Carpenter performing repairs on historic properties requiring the matching of period details and the installation of dutchmen repairs and use of epoxy sealants in historic woodwork. List a minimum three (3) projects involving one or both of the required work.

3. Lead Painter: Minimum of five (5) years as a Lead Painter managing crews refinishing exteriors of similar size, materials, and complexity on historic properties.

List minimum of three (3) jobs managed that required similar work.

PART 2- PRODUCTS Not used.

https://www.nps.gov/tps/standards/rehabilitation.htm

PART 3- EXECUTION Not used.

PART 4- MEASUREMENT AND PAYMENT Not used.

END OF SECTION 01 01 10

SECTION 01 31 13 CONSTRUCTION SCHEDULE

PART 1: GENERAL

A. The Contractor shall execute work according to a Construction Schedule prepared by the Contractor and submitted for review and approval to the CO or designated representative and in coordination with the Park. The purpose of the Schedule is to facilitate ongoing management of project, thorough inspection of work, and assignment of values for progress payments.

1.2 SUBMITTALS

A. In accordance with Section 01 33 00, Submittal Procedures, the Contractor shall submit the Construction Schedule within 7 calendar days from date of Notice to Proceed.

1.3 SCHEDULE CHANGES

A. The progress of work will be monitored according to the approved schedule.

The Contractor shall anticipate required changes and submit all changes for review to CO.

1.4 FORM OF SCHEDULE: The Construction Schedule shall be a horizontal bar chart (i.e., Gantt or MS Project). Provide separate bars for each trade or operation and identify each bar by proposed activity.

1.5 CONTENT OF SCHEDULE: The Construction Schedule shall show complete sequence of construction activities including, but not limited to, the following information:

A. Submittal dates, and date that approval of submittal is needed.

B. Project mobilization activities.

C. Material and equipment procurement and delivery dates.

D. Dates for beginning and ending specific construction activities.

E. Percentage of completion for each aspect of the Work at the first day of each month during Contract time.

PART 2: PRODUCTS Not used.

PART 3: EXECUTION Not used.

PART 4: MEASUREMENT AND PAYMENT Not used.

END OF SECTION 01 31 13

SECTION 01 31 19 PROJECT MEETINGS

PART 1: GENERAL

1.1.1 SUMMARY

A. Contractor shall attend and participate in project meetings as defined below:

1.2 FREQUENCIES:

A. Weekly Progress Meetings: The CO will schedule on-site meetings with the Contractor, subcontractors, as required, as well as Park Staff. These meetings shall be held approximately once a week, and at the request of the CO, designated representative, or Contractor.

B. Project Observation and Review: Coordinate with CO and Park Staff.

D. Final Inspection: This meeting shall be held when the work has been substantially completed, and upon request of the Contractor, as indicated in Section 01 77 00, Project Closeout.

E. Section Inspection: These meetings will be held on-site at the Contractor's request to inspect work prior to beginning subsequent procedures that will obscure completed work or is contingent upon approval of completed work.

1.3 LOCATION: Meetings shall be held at Park Headquarters, 143 S. 3rd Street Philadelphia, PA, unless otherwise determined by the CO or designated representative.

PART 2: PRODUCTS Not used.

PART 3: EXECUTION Not used.

PART 4: MEASUREMENT AND PAYMENT Not used.

END OF SECTION 01 31 19

SECTION 01 33 00 SUMBITTAL PROCEDURES

PART 1 - GENERAL

A. This Section includes administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other submittals as specified in each of specification section.

1.2 DEFINITIONS

A. Action Submittals: Written and graphic information that requires Government’s responsive action.

B. Informational Submittals: Written information that does not require Government’s responsive action. Submittals may be rejected for not complying with requirements.

1.3 GENERAL SUBMITTAL PROCEDURES

A. Coordination: Coordinate preparation and processing of submittals with performance of construction activities. Review them for legibility, accuracy, completeness, and compliance with contract documents.

1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.

2. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination.

a. CO reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.

B. Processing Time: Allow enough time for submittal review, including time for re-submittals, as follows. Time for review shall commence on CO’s receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including re-submittals.

1. Action submittals

a. Initial Review: Allow 15 calendar days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required.

b. Re-submittal Review: Allow 15 calendar days for review of each re-submittal.

2. Informational submittals

a. Review: Allow 10 days for review of each submittal.

C. Approved Equals:

1. For each item proposed as an "approved equal," submit supporting data, including:

a. Drawings and samples as appropriate.

b. Comparison of the characteristics of the proposed item with that specified.

c. Changes required in other elements of the work because of the substitution.

d. Name, address, and telephone number of vendor.

e. Manufacturer's literature regarding installation, operation, and maintenance, including schematics for electrical and hydraulic systems, lubrication requirements, and parts lists.

Describe availability of maintenance service, and state source of replacement materials.

2. A request for approval constitutes a representation that Contractor:

a. Has investigated the proposed item and determined that it is equal or superior in all respects to that specified.

b. Will provide the same warranties for the proposed item as for the item specified.

c. Has determined that the proposed item is compatible with interfacing items.

d. Will coordinate the installation of an approved item and make all changes required in other elements of the work because of the substitution.

e. Waives all claims for additional expenses that may be incurred as a result of the substitution

D. Additional Copies: Unless additional copies are required for final submittal, and unless CO observes noncompliance with provisions in the Contract Documents, initial submittal may serve as final submittal.

E. Transmittal: Package each submittal individually and appropriately for transmittal and handling. Transmit each submittal using a transmittal form. CO will return submittals, without review, received from sources other than Contractor.

1. Transmittal Form: All material submittals shall be transmitted using National Park Service form CM-16. (A copy of the form is included in the Appendix). No action will be taken on a material submittal item unless accompanied by the transmittal form.

F. Identification: Properly label submittal for identification with the following:

1. Project name, Park, Contract number, Submission Date, and Submittal number or other unique identifier, including revision identifier.

G. Re-submittals: Make re-submittals in same form and number of copies as initial submittal.

1. Note date and content of previous submittal.

2. Note date and content of revision in label or title block and clearly indicate extent of revision.

3. Re-submit submittals until they are marked “Approved” or “Approved with notations.”

H. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms.

I. Use for Construction: Use only final submittals with mark indicating “Approved” or “Approved with notations.”

J. Copies of Manufacturer’s product literature, specifications, Safety Data Sheets and similar information when available electronic format may be emailed along with a properly filled out copy of the transmittal form as a submittal to the CO assigned to the project. In such cases only one copy of each submission is required. Color samples or selection submittals must be submitted in their original form as supplied by the manufacturer or material supplier; electronic copies of color charts are not acceptable.

PART 2 - PRODUCTS

2.1 ACTION SUBMITTALS

A. General: Prepare and submit Action Submittals required by individual Specification Sections.

1. CO reserves the right to require submittals in addition to those called for in individual sections. If the Contractor intends on supplying materials that differ from the salient characteristics specified in the individual sections, than a submittal will be required.

B. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment.

1. If information must be specially prepared for submittal because standard printed data are not suitable for use, submit as Shop Drawings, not as Product Data.

2. Mark each copy of each submittal to show which products and options are applicable. Submittal data sheets containing multiple similar products or optional features where the product and/or options proposed for the work are not indicated by the contractor will be returned as incomplete.

3. Include the following information, as applicable:

a. Manufacturer's written recommendations.

b. Manufacturer's product specifications.

c. When compliance is required with manufacturer's printed installation instructions, provide one complete set of instructions to CO and keep another complete set of instructions at the project site until substantial completion.

d. Manufacturer's catalog cuts: Submit only pertinent pages;

identify specific products proposed for use.

e. Compliance with specified referenced standards.

f. Testing by recognized testing agency.

C. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data.

1. Preparation: Fully illustrate requirements in the Contract Documents. Include the following information, as applicable:

a. Dimensions.

b. Identification of products.

c. Fabrication and installation drawings.

d. Roughing-in and setting diagrams.

e. Shop work manufacturing instructions.

g. Templates and patterns.

h. Schedules.

i. Notation of coordination requirements.

j. Notation of dimensions established by field measurement.

k. Relationship to adjoining construction clearly indicated.

l. Seal and signature of professional engineer if specified.

2. Sheet Size: Except for templates, patterns, and similar full-size drawings, submit Shop Drawings on sheets at least 8-1/2 by 11 inches but no larger than 30 by 40 inches.

D. Samples: Submit Samples for review of kind, color, pattern, and texture for a check of these characteristics with other elements and for a comparison of these characteristics between submittal and actual component as delivered and installed.

1. Transmit Samples that contain multiple, related components such as accessories together in one submittal package.

2. Identification: Attach label on unexposed side of Samples that includes generic description of sample, product name and name of manufacturer, and sample source along with submittal number and title of appropriate Specification Section.

3. Disposition: Maintain sets of approved Samples at Project site for quality control comparisons throughout the course of construction activity. Sample sets may be used to determine final acceptance of construction associated with each set.

4. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of units showing the full range of colors, textures, and patterns available. CO will return submittal with options selected.

5. Samples may be delivered to the site once the contractor has begun work or mailed to the designated CO at the following address:

143 South Third Street Philadelphia, PA 19106

6. Samples for Verification: Submit full-size units or Samples of size indicated, prepared from same material to be used for the Work, cured and finished in manner specified, and physically identical with material or product proposed for use, and that show full range of color and texture variations expected. Samples include, but are not limited to, the following: partial sections of manufactured or fabricated components; small cuts or containers of materials;

complete units of repetitively used materials; swatches showing color, texture, and pattern; color range sets; and components used for independent testing and inspection. Retain Sample set as a Project Record Sample on site.

E. Construction Materials: The Contractor is encouraged to submit for approval products made out of recycled or environmentally responsible material. Every effort will be made by the National Park Service to approve these materials.

F. Subcontractor List: Prepare a written summary identifying individuals or firms proposed for each portion of the Work, including those who are to furnish products or equipment fabricated to a special design. List must include, at a minimum, the Subcontractors shown in your original proposal.

2.2 INFORMATIONAL SUBMITTALS

A. General: Prepare and submit Informational Submittals required by other Specification Sections.

2. Certificates and Certifications: Provide a notarized statement that includes signature of entity responsible for preparing certification and authorized to sign documents on behalf of that entity.

3. Informational submittals that do not comply with the requirements specified in the contract documents will be rejected.

B. Contractor's Construction Schedule: Comply with requirements specified in Division 01 Section "Construction Schedule."

C. Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or person. Include lists of completed projects with project names and addresses, names and contact information for owners.

D. Installer’s and Manufacturer’s Certificates: Prepare written statements on manufacturer's letterhead certifying that Installer & Manufacturer complies with requirements in the Contract Documents and, where required, installer is authorized by manufacturer for this specific Project.

Include evidence of manufacturing experience where required.

E. Product and Material Certificates: Prepare written statements on manufacturer's letterhead certifying that product/material complies with requirements in the Contract Documents.

F. Product/Research/Evaluation Test Reports: Prepare written reports indicating current product produced by manufacturer complies with requirements in the Contract Documents. Base reports on evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or on comprehensive tests performed by a qualified testing agency. Prepare written evidence, from a model code organization acceptable to authorities having jurisdiction, that product complies with building code in effect for Project.

G. Compatibility Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of compatibility tests performed before installation of product. Include written recommendations for primers and substrate preparation needed for adhesion.

H. Maintenance Data: Prepare written and graphic instructions and procedures for operation and normal maintenance of products and equipment. Comply with requirements specified in Division 01 Section "Closeout Operation & Maintenance Requirements."

I. Manufacturer's Instructions: Prepare written or published information that documents manufacturer's recommendations, guidelines, and procedures for installing or operating a product or equipment. Include name of product and name, address, and telephone number of manufacturer.

J. Manufacturer's Field Reports: Prepare written information documenting factory-authorized service representative's tests and inspections. Include as applicable statement on condition of substrates and their acceptability for installation of product and summary of installation procedures being followed, whether they comply with requirements and, if not, what corrective action was taken.

K. Results of operational and other tests and a statement of whether observed performance complies with requirements.

L. Insurance Certificates and Bonds: Prepare written information indicating current status of insurance or bonding coverage. Include name of entity covered by insurance or bond, limits of coverage, amounts of deductibles, if any, and term of the coverage.

PART 3 - EXECUTION

3.1 CONTRACTOR'S REVIEW

A. Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents. Note corrections and field dimensions.

3.2 CO’S ACTION

A. General: Submittals will be returned disapproved without technical review if: identification information is missing or placed on the back of the submittal; an incorrect format of submittals is provided; the transmittal form is incorrectly filled out; submittals are not coordinated; or if submittals do not show evidence of Contractor's approval. Any work done or orders for materials or services placed before approval shall be at the Contractor's own risk.

B. Action Submittals: CO will review each submittal, make marks to indicate corrections or modifications required, and return to contractor. CO will indicate action taken, as follows:

1. The returned submittal will be marked in one of three ways as defined below:

a. APPROVED: Acceptable with no corrections.

b. APPROVED WITH NOTATIONS: Minor corrections or clarifications required. All comments are clear and no further review is required. The Contractor shall address all review comments when proceeding with the work.

c. DISAPPROVED - RESUBMIT: Rejected as not in accordance with the contract or as requiring major corrections or clarifications. The CO will identify the reasons for disapproval. The Contractor shall revise and resubmit with changes clearly identified.

C. Informational Submittals: CO will review each submittal and will not return it or will reject it if it does not comply with requirements. CO will forward each submittal to appropriate party.

D. Partial submittals are not acceptable, will be considered non-responsive, and will be returned without review.

PART 4: MEASUREMENT AND PAYMENT Not Used

END OF SECTION 01 33 00

SECTION 01 35 20 SAFETY REQUIREMENTS

A. The work of this section consists of establishing an effective accident prevention program and providing a safe environment for all personnel and visitors.

1.2 SUBMITTALS

A. Accident Prevention Plan: After contract award and before the Pre- Construction conference, submit for review an Accident Prevention Plan.

The CO and the Park Safety Officer will review the proposed Plan. If the plan requires any revisions or corrections, the Contractor shall resubmit the Plan within 10 days. No progress payments will be made until the Plan is accepted.

1.3 QUALITY ASSURANCE

A. Comply with contract clauses entitled "Accident Prevention" and "Permits and Responsibilities." In case of conflicts between Federal, state, and local safety and health requirements, the most stringent shall apply. Equipment or tools not meeting OSHA requirements will not be allowed on the project sites. Failure to comply with the requirements of this section and related sections may result in suspension of work.

B. Qualifications of Employees:

1. All employees must be physically qualified and able to perform their assigned duties in a safe manner.

2. Do not allow employees to perform work whose ability or alertness is impaired because of prescription or illegal drug use, fatigue, illness, intoxication, or other conditions that may expose themselves or others to injury.

3. Operators of vehicles, mobile equipment, hoisting equipment, and hazardous plant equipment shall be able to understand signs, signals, and operating instructions, and be fully capable of operating such equipment. Provide operating instructions for a l l equipment. Newly hired operators shall be individually tested by an experienced operator or supervisor to determine if they are capable of safely operating equipment.

4. Key Contractor’s personnel including the Site Superintendent and Safety Officer must be fluent in English.

1.4 ACCIDENT REPORTING

A. Reportable Accidents: A project reportable accident is defined as death, occupational disease, traumatic injury to employees or the public, fires, and property damage by accident in excess of $100. Notify CO immediately in the event of a reportable accident. Within 7 days of a reportable accident, fill out and forward to CO an Accident/Property Damage Report (Form CM-22). Form may be obtained from the CO.

PART 2 - PRODUCTS

2.1 ACCIDENT PREVENTION PLAN

A. The Plan shall be written to comply with OSHA and project requirements (a generic plan is not acceptable) including but not limited to the following:

1. Name of responsible supervisor to carry out the program.

2. Weekly and monthly safety meetings.

3. First aid procedures.

4. Outline of each phase of the work, the hazards associated with each major phase, and the methods proposed to provide for property protection and safety of the public, National Park Service personnel, and Contractor's employees. Identify the work included under each phase.

5. Training, both initial and continuing.

6. Planning for possible emergency situations, such as floods, fires, cave-ins, explosions, power outages, and windstorms. Such planning shall take into consideration the nature of construction, site conditions, and degree of exposure of persons and property.

2.2 FIRST AID FACILITIES

A. Provide adequate facilities for the number of employees and the hazards associated with the types of ongoing construction work at the site.

2.3 PERSONNEL PROTECTIVE EQUIPMENT

A. Meet requirements of applicable ANSI standards.

PART 3 - EXECUTION

3.1 EMERGENCY INSTRUCTIONS

A. Post telephone numbers and reporting instructions for ambulance, physician, hospital, fire department, and police in conspicuous locations at the work site.

3.2 FIRE AND LIFE SAFETY

A. Comply with the requirements of NFPA 241 (Standard for Safeguarding Construction, Alteration, and Demolition Operations).

B. Store hazardous materials in accordance with manufacturer’s and OSHA recommendations. Maintain readily available, on site, MSDS/SDS for each chemical.

1. Immediately report all spills of hazardous materials to the park.

2. Maintain a spill emergency response kit.

3.3 PROTECTIVE EQUIPMENT

A. Inspect personal protective equipment daily and maintain in a serviceable condition. Clean, sanitize, and repair personal items, as appropriate, before issuing them to another individual.

B. Inspect and maintain other protective equipment and devices before use and on a periodic basis to ensure safe operation.

C. If power cords are used across walkways, use cord treads or barriers to keep pedestrians or workers from tripping. All electrical cords should be in good working order, no frays or damage.

D. If heavier vehicles or lifts are used, maintain a spotter to ensure surrounding vehicle, pedestrian, building, and site safety. Be aware of overhead hazards such as power lines, tree branches, etc. when working at heights.

E. All tools and equipment need to meet OSHA safety standards and be in working order to include all safety guards.

3.4 SAFETY MEETINGS

A. As a minimum, conduct weekly 15-minute "toolbox" safety meetings.

These meetings shall be conducted by a foreman or supervisor and attended by all construction personnel at the worksite.

B. Review safety issues and concerns at the weekly construction meeting.

3.5 HARD HATS AND PROTECTIVE EQUIPMENT AREAS

A. A hard hat area shall be designated by the Contractor. The hard hat area shall be posted by the Contractor in a manner satisfactory to the CO.

B. It is the Contractor's responsibility to require all those working on or visiting the site to wear hard hats and other necessary personal protective equipment at all times. As a minimum, provide three hard hats for use by visitors.

C. Lifts and work areas need to be cordoned off to keep pedestrians or others out of the work area. Use Caution tape, Gates, Cones ETC. Proper signage put in place. Spotters should wear high visibility vests. Keep Hot Work away from nearby traffic and safeguard workers, spotters, and pedestrians.

D. When working from heights, contractor must use fall protection and tie in locations.

3.6 TRAINING

A. First Aid: Provide adequate training to an adequate number of personnel to ensure prompt and efficient first aid.

B. Hazardous Material: Train and instruct each employee exposed to hazardous materials in safe and approved methods of handling and storage. Hazardous materials are defined as explosive, flammable, poisonous, corrosive, oxidizing, irritating, or otherwise harmful substances that could cause death or injury.

PART 4 MEASUREMENT AND PAYMENT

4.1 SAFETY REQUIREMENTS

A. Payment will be included in the item to which this work relates.

END OF SECTION 01352

SECTION 01 35 91 HISTORIC PRESERVATION TREATMENT PROCEDURES

1.1 SUMMARY

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

1. Storage and protection of existing historic materials.

2. Temporary protection of historic materials during construction.

3. Protection during application of chemicals.

4. Protection during use of heat-generating equipment.

5. Historic preservation treatment procedures.

1.2 SUBMITTALS

A. 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.

B. Pre-construction Photographs or Videotape: Prior to starting any work or mobilizing on to the site, show existing conditions of adjoining construction and site improvements, including finish surfaces that might be misconstrued as damage caused by historic treatment operations. Submit documentation to the CO before work begins.

1.3 QUALITY ASSURANCE

A. Historic Preservation Treatment Specialist Qualifications: A firm that employs personnel, including supervisory personnel, experienced and skilled in the processes and operations indicated.

1.4 PROJECT-SITE CONDITIONS

A. Exterior Repairs: Proceed with the work only when forecasted weather conditions are favorable. Refer to individual sections for specific weather limitations.

B. National Park Service will occupy the building throughout work immediately adjacent to historic treatment areas. Conduct historic treatment so National Park Service operations will not be disrupted.

Provide at least than 72 hours’ notice to CO of activities that will affect National Park Service operations.

PART 2 - PRODUCTS (Not Used)

3.1 PROTECTION, GENERAL

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

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

C. Temporary Protection of Historic Materials during Construction:

1. Protect existing materials during installation of temporary protections and construction. Do not deface or remove existing materials.

2. Attachments of temporary protection to existing construction shall be approved by CO prior to installation and in coordination with Park Staff.

3.2 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 with materials that are proven to resist chemical…