ATTACHMENT NUMBER 1 MABI 188310 Statement of Work Specifications and Requirements.pdf

MABI FY20

July 24, PROJECT MANUAL

Marsh – Billings – Rockefeller

National Historical Park

Replace Bowling Alley Roof MABI PMIS No. 188310A

CONSTRUCTION DOCUMENT

SUBMISSION SPECIFICATIONS

NATIONAL PARK SERVICE

Prepared by NER/PFCA/HACE:

Historic Architecture, Conservation, and Planning

March 20, 2020

Mailing Address:

Marsh – Billings – Rockefeller

National Historical Park 54 Elm Street

Woodstock, VT 05091

To review general information about

Marsh – Billings – Rockefeller NHP

Telephone: 802-457-3368 extension 222

Please visit website:

www.nps.gov/mabi/index.htm

TABLE OF CONTENTS

The complete Project Manual for this Project consists of this entire bound volume which is not to be separated for any reason. The Contracting Officer is not responsible for any assumptions made by a Contractor (or Subcontractor) who does not receive a complete bound Project Manual containing all sections and documents listed in the Table of Contents, below.

The following listed documents comprise the Project Manual, entitled: Replace Bowling Alley Single Membrane Roof; Woodstock, Vermont. Where numerical sequence of sections or divisions is interrupted, such interruptions are intentional.

DIVISION 1- GENERAL REQUIREMENTS

011110 Summary of Work 013119 Project Meetings 013323 Submittal Procedures 013523 Safety Requirements 015000 Temporary Utilities 015600 Barriers 015700 Temporary Controls 016000 Product Requirements 017700 Closeout Procedures

DIVISION 2 – SITE WORK

024119 Selective Demolition

DIVISION 6 – WOOD & PLASTICS

061000 Rough Carpentry 062000 Finish Carpentry

DIVISION 7- THERMAL & MOISTURE PROTECTION

075323 Single Membrane Roofing (EPDM) 076000 Flashing and Sheet Metal 077100 Roof Specialties 079000 Joint Protection

DIVISION 9 – FINISHES

099000 Painting and Coating

DIVISION 23 – MECHANICAL

233423 Fans

FORMS – Submittal: Submittal Form Template: Reference Section 013323 Part 1.2B

LIST OF DRAWINGS

All Drawings listed are a part of this Project Manual, and will not be issued separately.

It is the responsibility of the Offeror to verify that this project manual is complete as listed.

CS – Cover Sheet A1 – Photographs: Existing Conditions and Reference Section Details A2 – Roof Plan – Demolition and Construction A3 – Building Elevations A4 – Details A5 – Details

SECTION 011110 - SUMMARY OF WORK

PART 1: GENERAL

1.1 DESCRIPTION:

A. The work of this contract consists to remove existing single membrane roofing system and related accessories, to install a new EPDM membrane roofing system of 30 year warranty for the roof of Bowling Alley. The facility is part of the Belvedere Complex at Marsh – Billings - Rockefeller National Historical Park-MABI located in Woodstock, Vermont. Work includes, but is not limited to all materials, labor, equipment, tools, supervision and accidentals necessary to complete the work of this contract for a watertight sealed high performance roof. New EPDM roof shall match existing roofing detailing such as: flashing, cap, curbs, gravel stop, fascia, metal gravel stop, drip edges and related accessories. Mechanical equipment, lighting rods, vents and wiring shall be removed, salvaged, re-connected and re-installed in existing locations. Work also includes replacement of deteriorated plywood deck, wood fascia and related components. Preserve existing original historic materials affected by construction work. Contractor shall prepare, prime and paint fascia boards both existing and new to match existing.

B. All work shall be performed under a single contract

C. The Work shall be carried out as specified herein and as required by field conditions and applicable regulatory requirements. In general the Work consists of, but may not be limited to, the following:

1. Remove and dispose existing membrane roofing system to existing plywood deck. Existing original roofing materials to remain. Removal includes insulation, gravel stop, blocking, flashing, cap, and related components that were installed per roofing project of 1999. Install complete new water tight sealed high performance fully adhered EPDM single membrane roofing system with 30 year warranty. Install over entire roof surface of Bowling Alley, and in adjacent shop roof.

Install cap adjoining glass roof of Green House and Bowling Alley; seal terminations with adjoining penetrations of Belvedere historic structure and workshop. All work shall conform to the roofing manufacturer’s requirements for a 30–year warranty system.

4. Contractor shall replace deteriorated wood fascia. Prime and paint existing and new fascia and overhang to match existing.

3. Remove existing vertical and horizontal flashing and related accessories. Install new to provide watertight flashing.

4. Install new flashing for salvaged pipe vents and stacks.

5. Remove existing HVAC curbs, flashing and related accessories. Disconnect, remove, salvage and re-install and re-connect mechanical roof units. Install new insulated curbs, flashings; and small-up slope cricket and related components to divert water away from curb.

6. Remove, salvage and reinstall lighting rods, wirings and supports to allow roofing construction work. Re-install, and re-connect at existing locations and ensure proper installations and connections.

7. Remove existing open gutter water conductor and supports adjacent to Belvedere wall and cap. Fabricate and install new to match its original profile to divert water away from the building.

Match style, type, supports, material and color to fit in existing location.

8. Prime and paint exterior surfaces affected by construction work to match existing.

9. Disposal of project materials from the site, except those selected to be salvaged for re-installation. Disposal of unused roofing materials pertaining to this project. Protect adjacent existing materials and structures to remain.

D. Special Pre-Bid Requirements: It is mandatory that each bidder visits the site and fully acquaints himself/herself with the problems and conditions he/she will encounter if he/she becomes the successful bidder. Since absence from visiting the project will not be considered as an excuse for misunderstanding of the requirement of the contract, bidders are STRONGLY encouraged to visit the park.

E. Permits: The contractor shall give all requisite notices, obtain and pay for all permits. He shall pay all deposits and fees for the installation of the work specified herein, and contained in the drawings if they are necessary.

A .2 LOCATION:

A. A. The location of this work is at the Marsh – Billings - Rockefeller National Historical Park; 54 Elm Street; Woodstock, Vermont 05091.

B. STATEMENT OF SIGNIFICANCE OF HISTORIC BUILDING: The Belvedere Complex consists of the Belvedere, the Bowling Alley, and the Garden Workshop, and the outdoor swimming pool. It was designed in the 1870’s by Detlef Lienau, the architect best known for his introduction of the mansard roof to the United States. The two-story Belvedere, which means “beautiful view”, features a low profile cruciform shape cross-gable roof with wide overhanging bracketed eaves, fanciful scrollwork detailing, and a second-story verandah reminiscent of a Swiss cottage. In the 1950s, the Rockefellers hired architect Theodor Muller to renovate all the buildings on the property. Muller remodeled the Belvedere's interior including the Bowling Alley, complete with a soda fountain, and added pool changing rooms. The last major change to the Belvedere Complex occurred in the early 1960s when the Rockefeller family had a fallout shelter constructed in the basement of the Belvedere, beneath the Bowling Alley. Designed by Muller during the height of the Cold War era, the shelters were intended to protect the family in the event of a nuclear war. Today, the Complex is virtually unchanged since the end of the Rockefeller era.

C. Bowling Alley: Only the Bowling Alley roof, cap and adjacent roof of shop are part of this project.

A .3 WORK COMPLETION:

A. The Contractor shall commence this contract within (15) fifteen days after the receipt of notification to proceed. He shall prosecute the work with faithfulness and energy and in a neat and orderly manner so as to complete the work under this contract within (60) sixty calendar days after the date of receipt of notification to proceed. The above interval of (60) calendar days is hereby agreed upon as the time necessary for completion of the entire project under this contract.

B. Pre-Construction Conference: Before work begins, the Contracting Officer will arrange for a meeting with the Contractor to discuss the work in general including administrative matters, National Park Service, questions the Contractor may have, and points that need to be resolved before the work commences.

C. Contractor will be permitted to work Monday through Friday, 7:00 A.M. to 3:30 P.M. No holiday, weekend or hourly work will be permitted without prior approval of the Contracting Officer. Contractor shall notify the Contracting Officer-CO of any changes of work schedule.

A .4 PARK RULES AND REGULATIONS:

A. At all times the contractor shall conduct his/her operation in conformance with the rules and regulations of the National Park Service and with such appropriate regulations as the Park Superintendent may prescribe.

B. Safety: The building is in the public area. Consequently great care must be taken during removal of roof materials to protect staff and visitors from injury, or nuisance of falling debris. All debris shall be removed from area periodically and at the end of each day.

C. Protecting Historical Building and materials from Elements: Work shall be scheduled so the building, its contents and surrounding areas suffer no damage as result of action of the elements.

At the end of each workday all exposed wall areas of area being worked on are to be sealed and the building to be water tight. Contractor will be held liable for any damage to the building due to inadequate protection.

D. Historic Nature of the Work Site: The contractor shall note the historical significance of the site of the Belvedere Complex upon which the work will be performed. The contractor shall take any necessary precautions to protect the elements of the historic Belvedere complex not scheduled to receive work.

E. Preservation of Natural Features: Confine all operations to work limits of the project. Prevent damage to natural surroundings. Restore damaged areas, repairing or replacing damaged trees and plants, at no additional expense to the Government.

1. Do not remove, injure, or destroy trees or other plants without prior approval. Consult with Contracting Officer and remove agreed-on branches that interfere with construction.

2. Do not fasten ropes, cables, or guys to existing trees.

3. Contractor shall be responsible for locating and preventing damage to existing utilities. If damage occurs, repair utility at no additional expense to the Government.

F. Hauling Restrictions: Comply with all legal load restrictions in the hauling of materials. Load restrictions on park roads are identical to the state load restrictions with such additional regulations as may be imposed by the Park Superintendent. Information regarding rules and regulations for vehicular traffic on park roads may be obtained from the CO. A special permit will not relieve Contractor of liability for damage, which may result from moving of equipment.

G. Storage and Protection: Store materials in accordance with manufacturer's instructions.

H. Removal of existing fabric shall be done carefully to preclude damage to remaining fabrics.

Every precaution shall be taken to prevent damage to the existing structures and surrounding areas should any damage results, restore to the satisfaction of the CO.

A .5 SPECIAL CONSTRUCTION REQUIREMENTS:

A. Notify the Contracting Officer promptly of any conditions which need repairs by other trades.

B. CO shall inspect the roof structure prior to the commencement of installation of new roofing system.

C. Layout of the work: Locations and dimensions are subject to final field verification by the Contractor prior to construction. The Contractor shall immediately notify the CO of apparent errors discovered in the initial layout. If changes are required, the Contractor shall cooperate with the CO in the prompt establishment of the filed control for the altered or adjusted work. Al work improperly done due to the Contractor’s errors shall be corrected by him/her at no additional expense to the Government.

D. Warranty: Contractor shall install EPMD roofing system conforming to manufacturer’s requirements for a 30-yeard Roofing System Warranty.

E. Contractor’s Liability: Damage to existing facilities, material and equipment caused by the contractor shall be reported to the CO without delay. The contractor shall be responsible for the repairs all damages of the building, equipment, grounds, including rusts caused by vehicle or equipment use at the contractor’s expense. All repairs shall be accomplished to the satisfaction of the CO.

A .6 FIELD VERIFICATION:

A. Field verify all new and existing dimensions affecting the work of this contract before ordering products.

A .7 CONTRACTOR-FURNISHED ITEMS:

A. All labor, equipment, tools and supervision shall be contractor-furnished from outside the park.

END OF SECTION 011110

MABI FY20 013119-9

Project Meetings

SECTION 013119 - PROJECT MEETINGS

PART 1: GENERAL

1.1 PRECONSTRUCTION CONFERENCE: Before start of construction, Contracting Officer will arrange an on-site meeting with Contractor. The meeting agenda will include the following:

A. Minimum Agenda:

Correspondence procedures Designation of responsible personnel

Labor standards provisions Changes Payments to Contractor National Park Service regulations Accident prevention program (including name of responsible supervisor) Accident reporting Park rules and regulations Saturday, Sunday, holiday and night work Safety program (compliance with the "Accident Prevention" Clause of the General Provisions) Tentative construction schedule Relationship of Division 1 to other divisions

1.2 PROGRESS MEETINGS: The Contracting Officer will schedule meetings with the

Contractor and subcontractors.

A. Minimum Agenda:

Approval of minutes of previous meetings Review of work progress Field observations, problems, and decisions Identification of problems, which impede planned progress Maintenance of progress schedule Maintenance of quality and work standards Effect of proposed changes on progress schedule and coordination Other business relating to work

END OF SECTION 013119

MABI FY20 01 33 23 - 9

SUBMITTAL PROCEDURES

SECTION 01 33 23 - SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other submittals.

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 the 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. Contracting Officer 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 Contracting Officer’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 30 days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required.

b. Re-submittal Review: Allow 30 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.

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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 Contracting Officer observes noncompliance with provisions in the Contract Documents, initial submittal may serve as final submittal.

1. Additional copies submitted for maintenance manuals will not be marked with action taken and will be returned.

E. Transmittal: Package each submittal individually and appropriately for transmittal and handling.

Transmit each submittal using a transmittal form. Contracting Officer will return submittals, without review, received from sources other than Contractor.

1. CM-16 Transmittal Form: All material submittals shall be transmitted using National Park

Service form CM-16. (This form can be downloaded from the Workflows website at http://www.nps.gov/dscw/con_subreview21.htm.) No action will be taken on a material submittal item unless accompanied by the transmittal form.

2. Documents required in division 1 are to be delivered under separate cover letter. Do not use the CM-16 Transmittal form for these documents.

F. Identification: Place a permanent label 1 by 4 inches on each submittal for identification.

1. Include the following information on label for processing and recording action taken:

a. Project name, Park, PMIS number, Contract number.

b. Date.

c. Submittal number or other unique identifier, including revision identifier.

i. Submittal number shall be a sequential number (e.g., 001). Re-submittals shall include an alphabetic suffix after another decimal point (e.g., 001.A).

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”.

http://www.nps.gov/dscw/con_subreview21.htm.)

http://www.nps.gov/dscw/con_subreview21.htm

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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.

1.4 CONTRACTOR’S USE OF CAD FILES

A. General: At Contractor’s written request, copies of CAD files will be provided to Contractor for

Contractor’s use in connection with Project, subject to the following conditions:

1. Files will be provided as is; no format or other changes to files or changes to the objects in the drawing will be done by the Government.

2. Contractor shall fill out and sign the NPS standard CAD and Electronic File Transfer

Terms and Conditions.

3. CAD files are provided for the general information of the contractor and are not considered part of the Contract.

PART 2 - PRODUCTS

2.1 ACTION SUBMITTALS

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

1. Contracting Officer reserves the right to require submittals in addition to those called for in individual sections.

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.

3. Include the following information, as applicable:

a. Manufacturer’s written recommendations.

b. Manufacturer’s product specifications.

c. Manufacturer’s installation instructions: When Contract Documents require compliance with manufacturer’s printed instructions, provide one complete set of instructions to Contracting Officer and keep another complete set of instructions at the project site until substantial completion.

d. Manufacturer’s catalog cuts: Submit only pertinent pages; mark each copy of standard printed data to identify specific products proposed for use.

e. Wiring diagrams showing factory-installed wiring.

f. Printed performance curves.

g. Operational range diagrams.

h. Compliance with specified referenced standards.

i. Testing by recognized testing agency.

4. Number of Copies: Submit four copies of Product Data, unless otherwise indicated.

Contracting officer will return one copy. Retain copy as a Project Record Document.

MABI FY20 01 33 23 - 13

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.

f. Templates and patterns.

g. Schedules.

h. Notation of coordination requirements.

i. Notation of dimensions established by field measurement.

j. Relationship to adjoining construction clearly indicated.

k. 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.

3. Number of Copies: Submit four copies of each submittal. Contracting Officer will return one copy.

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 the following:

a. Generic description of Sample.

b. Product name and name of manufacturer.

c. Sample source.

d. Submittal Number and title of appropriate Specification Section.

3. Disposition: Maintain sets of approved Samples at Project site, available 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.

a. Number of Samples: Submit two full set(s) of available choices where color, pattern, texture, or similar characteristics are required to be selected from manufacturer’s product line. Contracting Officer will return submittal with options selected.

5. 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

MABI FY20 01 33 23 - 14

and inspection.

a. Number of Samples: Submit four sets of Samples. Contracting Officer will retain three Sample sets; remainder will be returned. Retain Sample set as a Project Record Sample.

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.

2.2 INFORMATIONAL SUBMITTALS

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

1. Number of Copies: Submit three copies of each submittal, unless otherwise indicated.

Contracting Officer will not return copies.

2. Certificates and Certifications: Provide a notarized statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual 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 and one copy will be returned.

B. Coordination Drawings: Comply with the requirements specified in Section 01 31 00 “Project Management and Coordination.”

C. Contractors Construction Schedule: Comply with the requirements specified in Section 01 32 16 “Construction Schedule.”

D. Accident Prevention Plan: Comply with the requirements specified in Section 01 35 23 “Safety Requirements.”

E. Schedule of Values: Comply with the requirements specified in Section 01 32 16 “Construction Schedule”.

F. Waste Recycling Plan: Comply with the requirements specified in Section 01 74 19 “Construction Waste Management and Disposal.”

G. Quality Control Plan: Comply with the requirements specified in Section 01 40 00 “Quality Requirements.”

H. Storm Water Pollution Prevention Plan: Comply with the requirements specified in Section 01 57 23 “Temporary Storm Water Pollution Prevention.”

I. 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 addresses of architects and owners, and other information specified.

J. Welding Certificates: Prepare written certification that welding procedures and personnel comply with the requirements in the Contract Documents. Submit record of Welding Procedure

MABI FY20 01 33 23 - 15

Specification (WPS) and Procedure Qualification Record (PQR) on AWS forms. Include names of firms and personnel certified.

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

L. Manufacturer Certificates: Prepare written statements on manufacturer’s letterhead certifying that manufacturer complies with the requirements in the Contract Documents. Include evidence of manufacturing experience where required.

M. Product Certificates: Prepare written statements on manufacturer’s letterhead certifying that product complies with the requirements in the Contract Documents.

N. Material Certificates: Prepare written statements on manufacturer’s letterhead certifying that material complies with the requirements in the Contract Documents.

O. Material Test Reports: Prepare reports written by a qualified testing agency, on testing agency’s standard form, indicating and interpreting test results of material for compliance with the requirements in the Contract Documents.

P. Product Test Reports: Prepare written reports indicating current product produced by manufacturer complies with the 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.

Q. Research/Evaluation Reports: Prepare written evidence, from a model code organization acceptable to authorities having jurisdiction, that product complies with building code in effect for Project.

R. Preconstruction Test Reports: Prepare reports written by a qualified testing agency, on testing agency’s standard form, indicating and interpreting results of tests performed before installation of product, for compliance with performance requirements in the Contract Documents.

S. 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.

T. Field Test Reports: Prepare reports written by a qualified testing agency, on testing agency’s standard form, indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with the requirements in the Contract Documents.

U. Maintenance Data: Prepare written and graphic instructions and procedures for operation and

MABI FY20 01 33 23 - 16

normal maintenance of products and equipment. Comply with the requirements specified in Section 01 78 23 “Operation and Maintenance Data.”

V. Design Data: Prepare written and graphic information, including, but not limited to, performance and design criteria, list of applicable codes and regulations, and calculations. Include list of assumptions and other performance and design criteria and a summary of loads. Include load diagrams if applicable. Provide name and version of software, if any, used for calculations.

Include page numbers.

W. 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.

X. Manufacturer’s Field Reports: Prepare written information documenting factory-authorized service representative’s tests and inspections. Include the following, as applicable:

1. Statement on condition of substrates and their acceptability for installation of product.

2. Summary of installation procedures being followed, whether they comply with the requirements and, if not, what corrective action was taken.

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

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 CONTRACTING OFFICER’S ACTION

A. General: Submittals will be returned disapproved without technical review if identification information is missing, not filled in, or if placed on the back of the submittal; an incorrect number or format of submittals is provided; the transmittal form is incorrectly filled out; submittals are not coordinated; or submittals do not show evidence of Contractor’s approval.

1. Any work done or orders for materials or services placed before approval shall be at the

Contractor’s own risk.

B. Action Submittals: Contracting Officer will review each submittal, make marks to indicate corrections or modifications required, and return one copy. Contracting Officer will annotate the CM-16 Transmittal Form indicating the 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 Contracting Officer will identify

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the reasons for disapproval. The Contractor shall revise and resubmit with changes clearly identified.

C. Informational Submittals: Contracting Officer will review each submittal and will not return it, or will reject and return one copy if it does not comply with the requirements. Contracting Officer will forward each submittal to appropriate party.

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

END OF SECTION 01 33 23

MABI FY20 013523-18

SAFETY REQUIREMENTS

SECTION 013523 – SAFETY REQUIREMENTS

PART 1: GENERAL

1.1 DESCRIPTION:

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 Program: Before on-site work begins, submit for approval an accident prevention program. The Contracting Officer will review the proposed program for compliance with OSHA and project requirements. If the program requires any revisions or corrections, the Contractor shall resubmit the program within 10 days. No progress payments will be processed until the program is approved. The program shall include:

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

2. Safety meetings.

3. First aid procedures.

4. Upon request, submit proof of employees' qualifications to perform assigned duties in a safe manner.

1.3 QUALITY ASSURANCE:

A. Clauses entitled "Accident Prevention" and "Permits and Responsibilities" of the General

Provisions. 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. Ensure that employees are physically qualified to perform their assigned duties in a safe manner.

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

3. Operators of vehicles, mobile equipment, and hoisting equipment, shall be able to understand signs, signals, and operating instructions, and be capable of operating

MABI FY20 013523-19

SAFETY REQUIREMENTS

such equipment. Provide operating instructions for all equipment. Newly hired operators shall be individually tested by an experienced operator or supervisor to determine if they are capable of safely operating equipment.

1.4 ACCIDENT REPORTING:

A. Reportable Accidents: A reportable accident is defined as death, occupational disease, traumatic injury to employees or the public, property damage by accident in excess of $100, and fires. Within 7 days of a reportable accident, fill out and forward to the Contracting Officer a DI-134 form, which may be obtained from Contracting Officer.

B. All Other Accidents: The Contractor shall report all other accidents to the Contracting

Officer as soon as possible and assist the Contracting Officer and other officials as required in the investigation of the accident.

PART 2: PRODUCTS

2.1 PERSONNEL PROTECTIVE EQUIPMENT:

A. Meet requirements of NIOSH and MSHA, where applicable, as well as ANSI.

PART 3: EXECUTION

3.1 EMERGENCY INSTRUCTIONS:

A. Contractor shall have available at the work site telephone numbers and reporting instructions for ambulance, physician, hospital, fire department, and police.

3.2 SAFETY MEETINGS:

A. Conduct safety meetings for all levels of supervision. Notify the Contracting Officer.

These meetings shall be used to review the effectiveness of the Contractor's safety effort to provide a forum for planning safe construction activities.

3.3 HARD HATS AND PROTECTIVE EQUIPMENT AREAS:

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

B. It is the Contractor's responsibility to require all those working on or visiting the site to wear hard hats and other necessary protective equipment at all times. Provide hard hats for use by visitors. Change liners before reissuing hats.

END OF SECTION 013523

MABI FY20 015000-20

TEMPORARY UTILITIES

SECTION 015000 - TEMPORARY UTILITIES

PART 1: GENERAL

1.1 DESCRIPTION:

A. The work of this section consists of providing temporary utilities required for Contractor's performance of the work of this Contract.

PART 2: PRODUCTS

2.1 GENERAL:

A. Temporary materials 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.

2.2 FIRE PROTECTION EQUIPMENT:

A. UL Class 2A, 2-1/2-gallon water type, stored-pressure extinguisher and UL Class 10, Type I, 15-pound B: C carbon dioxide extinguisher.

2.3 BARRICADES AND SIGNS:

A. Park shall close area for the public.

2.4 TEMPORARY STAGING AND SCAFFOLDING:

A. The Contractor shall furnish, erect, and maintain in safe condition all exterior and interior staging and scaffolding required properly carrying out and completing all the work of the Contract.

PART 3: EXECUTION

3.1 ELECTRICITY AND LIGHTING:

A. Contractor shall provide generator for electrical power if required.

3.2 TELEPHONE:

A. No telephone service is available on site for Contractor's use. Make arrangements with the

Telephone Company and pay all costs. Telephone for government's use will be provided and paid by the government.

MABI FY20 015000-21

TEMPORARY UTILITIES

3.3 WATER:

A. Furnish cool, potable water for construction personnel in locations convenient to work stations.

3.4 SANITARY FACILITIES:

A. Use facilities at the park.

3.5 FIRE PREVENTION AND PROTECTION:

A. A capable and qualified person shall be placed in charge of fire protection. The responsibilities shall include locating and maintaining fire protective equipment and establishing and maintaining safe torch cutting and welding procedures.

B. Hazard Control: Take all necessary precautions to prevent fire during construction. Do not store flammable or combustible liquids in historic structures. Provide adequate ventilation during use of volatile or noxious substances.

C. Spark Arresters: Equip all gasoline or diesel powered equipment used in potential forest or grass fire locations with spark arresters approved by the U. S. Forest Service. Written determinations of areas and periods of potential fire hazard will be issued by Contracting Officer.

D. Locate internal combustion equipment so that exhausts discharge well away from combustible materials.

E. Locate service areas a minimum of 50 feet from buildings. Shut down equipment before refueling.

F. Smoking: Smoking within buildings or temporary storage sheds is prohibited. Smoking is not allowed in historic area - lower village.

3.6 SCAFFOLDING.

A. Scaffolding shall comply in all respects to all-applicable laws, ordinances, codes, safety rules, and regulations of legal bodies and individuals having jurisdiction over the work.

END OF SECTION 015000

MABI FY20 015600-22

BARRIERS

SECTION 015600 - BARRIERS

1.1 DESCRIPTION

A. The work of this section consists of furnishing, installing, and maintaining barriers to protect existing facilities and the public from construction operations.

2.1 GENERAL

A. Material may be new or used, but shall be suitable for intended purpose. Fences and barriers shall be structurally adequate and neat in appearance.

2.2 BARRICADES AND SIGNS

A. Manual on Uniform Traffic Control Devices (MUTCD), Part VI, latest edition.

2.3 BARRIER TAPE

A. Banner Guard, imprinted with "CAUTION: CONSTRUCTION AREA", manufactured by Reef Industries, Inc., Houston, Texas, or approved equal.

3.1 PROTECTION OF PUBLIC:

A. Fence, barricade, or otherwise block off the immediate work area to prevent unauthorized entry.

3.2 BARRIER TAPE

A. Install where directed by Contracting Officer. Keep a minimum of two rolls on site at all times.

3.3 REMOVAL

A. Completely remove barriers no longer needed when approved by Contracting Officer.

END OF SECTION 015600

MABI FY20 015700-23

TEMPORARY CONTROLS

SECTION 015700 - TEMPORARY CONTROLS

PART 1: GENERAL

1.1 DESCRIPTION: The work of this section consists of providing temporary controls.

PART 2: PRODUCTS

Not used.

PART 3: EXECUTION

3.1 HOUSEKEEPING:

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

B. Provide individually marked containers for recycling personal items, such as aluminum cans, newspapers, glass, plastic, corrugated cardboard. These items may be recycled by the Contractor or turned over to the Park recycling committee. Coordinate with C.O.

C. Keep volatile wastes in covered containers.

D. Contractor shall clean up the work site daily. Contractor will remove all dirt and debris resulting from this work as it occurs and dispose of it as directed by the Contracting Officer or the Technical Representative. Daily Cleanup shall be accomplished by 4:30p.m. Daily clean up shall insure that park operations are not impaired and that no damage is incurred by the park.

3.2 AIR AND WATER POLLUTION CONTROL:

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

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

C. Do not allow waste materials to be washed into streams or bodies of water.

END OF SECTION 015700

MABI FY20 016000-24

PRODUCT REQUIREMENTS

SECTION 016000 – PRODUCT REQUIREMENTS

A. The work of this section consists of the general procedures for handling, storing, and protecting materials and equipments.

1.2 TRANSPORTATION AND HANDLING

A. Arrange deliveries of materials in accordance with construction schedules; coordinate to avoid conflict with work and conditions at the site. Deliver materials in undamaged condition, in manufacturer's original containers or packaging, with identifying labels intact and legible. Contractor is encouraged to obtain materials in biodegradable or recyclable/ reusable packaging which uses the minimum amount of packaging possible.

1.3 STORAGE AND PROTECTION

A. Store materials in accordance with manufacturer's instructions with seals and labels accessible for inspection.

B. Store products abode the ground, on blocking or skids. Prevent soiling or staining.

Cover products subject to damage or deterioration with impervious sheet covering;

provide adequate ventilation to avoid condensation. All products shall be stores in construction enclosure unless permission of the CO is obtained. The Government assumes no liability for loss or damage to materials or equipment due to improper storage of or lack of protection from the elements or from any other cause whatsoever.

C. Protection After Installation: Provide adequate coverings as necessary to protect installed materials from damage resulting from natural elements, traffic, and subsequent construction. Remove when no longer needed.

END OF SECTION 016000

MABI FY20 017700-25

CLOSEOUT PROCEDURES

SECTION 017700 – CLOSEOUT PROCEDURES

A. The work of this section consists of final cleanup, closeout submittals, and final inspection procedures.

2.1 CLEANING MATERIALS:

A. As recommended by the manufacturer of surface to be cleaned.

2.2 POSTED OPERATING INSTRUCTIONS:

A. Frame instructions under nonglare glass or approved laminated plastic. In areas where operating instructions are subject to sunlight or moisture, provide weather-resisting materials.

3.1 CLEANING:

A. Remove all tools, equipment, surplus materials, and rubbish. Restore or refinish surfaces of existing facilities that are marred, scratched, or damaged due to the work of this contract to match original condition. Remove grease, dirt, stains, foreign materials, and labels from interior and exterior finished surfaces. Vacuum clean interior building areas. Do any require waxing and polishing? Sweep paved areas; rake grounds. At time of final inspection, project shall be thoroughly clean and ready for use.

3.2 POST-CONSTRUCTION INSPECTION:

A. Contracting Officer's Technical Representative will inspect project, and Contracting Officer will notify Contractor in writing of all deficiencies.

3.3 SUBSTANTIAL COMPLETION AND FINAL INSPECTION:

A. Submit written certification that project, or designated portion of project, is substantially complete, and request in writing a final inspection. Contracting Officer will make an inspection within 10 days of receipt of request.

MABI FY20 017700-26

CLOSEOUT PROCEDURES

1. When Contracting Officer determines that the work is substantially complete, he will prepare a list of deficiencies to be corrected before final acceptance and issue a Letter of Substantial Completion.

2. If Contracting Officer determines that the work is not substantially complete, he will immediately notify Contractor in writing, stating reasons. After completing work, Contractor shall resubmit certification and request a new final inspection.

3.4 ACCEPTANCE OF THE WORK:

A. After all deficiencies have been corrected, a Letter of Acceptance will be issued.

END OF SECTION 017700

MABI FY20 024119-27

SELECTIVE DEMOLITION

SECTION 024119 - SELECTIVE DEMOLITION

PART 1 GENERAL

1 .1 DESCRIPTION

A. The work of this section consists of selective demolition to salvage: mechanical equipment, pipe vents/stacks, lightning rods and wiring for re-installation.

B. Salvage open gutter water conductor. Use as sample to fabricate new to match existing to function properly as a water conductor to divert water away from historic building, the Belvedere.

C. Existing original materials to the Belvedere Complex to remain, including roofing materials of Bowling Alley.

D. Remove roofing materials to existing plywood deck per project of 1999. Replace deteriorated plywood deck and vented ply, only if deteriorated, as approved by CO.

1 .2 RELATED WORK

A. Sections 040322, 062000, and 090320.

1 .3 SUBMITTALS

A. As specified in Section 013323.

B. Submit schedule showing sequence of work and methods of demolition. Include schedule for shutting off and capping utilities and re-establishing utility services.

1 .4 QUALITY ASSURANCE

A. Comply with safety requirements for demolition, ANSI A10.

1 .5 PROJECT CONDITIONS

A. Keep dust and dirt pollution to a minimum.

B. Ensure safety of persons in demolition area. Provide temporary barricades as required.

C. Provide adequate fire protection. Keep area clear of hazardous substances and debris.

E. Separate demolition area from portions of building to remain with temporary dustproof partitions.

F. Provide temporary weather protection to prevent damage to structure and interior area.

MABI FY20 024119-28

SELECTIVE DEMOLITION

1 .6 SCHEDULING

A. Complete demolition that might damage new construction before starting new work.

PART 2 PRODUCTS NOT USED.

PART 3 EXECUTION

3 .1 PREPARATION

A. Provide temporary supports and protection for portion of structure to remain. Protect fixtures and equipment to remain. Protect adjacent structures and materials to remain.

B. Disconnect equipment, lightning rods and wiring utilities to allow demolition, construction work and installation.

3 .2 DEMOLITION

A. Work systematically from top downward.

B. Remove and dispose of existing built-roofing in small sections.

C. Avoid excessive loads on supporting framing by careful location of equipment and prompt removal of demolished materials.

3 .3 SALVAGE

A. Disconnect, remove, salvage and re-install: mechanical equipment, lightning rods with supports, wirings, and related accessories. Coordinate with CO.

B. Carefully clean and store items to be salvaged or reused.

3 .4 RESTORATION AND CLEAN-UP

A. Repair and clean adjacent surfaces damaged or soiled by demolition work.

B. Restore utility services to normal operation.

C. Remove equipment, temporary protection and barriers, and debris. Dispose of unsalvageable material as approved by COR.

END OF SECTION 024119

MABI FY20 061000-29

ROUGH CARPENTRY

SECTION 061000 - ROUGH CARPENTRY

PART 1 GENERAL

1.1 DESCRIPTION

A. The work of this section consists of rough carpentry work, nailers and blocking.

1.2 SUBMITTALS

A. As specified in Section 013323.

B. Samples: Roof wood decking showing face texture and color.

C. Manufacturer's Literature:

1. Submit information for timber connectors indicating load capacities, corrosion protection, and evidence that products meet the requirements of this section.

1.3 QUALITY ASSURANCE

A. Identify lumber by official grade mark.

B. Lumber: Grade stamp containing, where applicable, symbol of grading agency, rules under which graded, mill number or name, grade of lumber, species or species grouping, and condition of seasoning.

C. Preservative Treated Lumber: Each piece shall bear a quality mark from an agency accredited by ALSC. The quality mark shall show the preservative retention level, the corresponding application (above ground, ground/fresh water contact, salt water use, etc.), applicable AWPA standard, and the symbol of the inspection agency

D. Exterior Plywood and Underlayment: APA grade trademark, including, type, grade, class, identification…