Attachment_A_-_Specifications.pdf

SPECIFICATIONS

FOR

UNITED STATES DEPARTMENT OF AGRICULTURE

FOREST SERVICE

MONDEAUX RECREATION SITE

RESTORATION & REHABILITATION

(R09) EASTERN REGION

CHEQUAMEGON-NICOLET NATIONAL FOREST

TAYLOR COUNTY

WISCONSIN

C59-18281

Prepared by:

U.P. Engineers & Architects, Inc.

100 Portage Street Houghton, MI 49931

John Arnold, AIA

May 2019

12569R19B0005 Attachment A - Specifications 416 Pages

Table of Contents 00010 - 1

DOCUMENT 00010

TABLE OF CONTENTS

TECHNICAL SPECIFICATIONS

DIVISION 01 – GENERAL REQUIREMENTS

01 30 00 Administrative Requirements 01 33 00 Submittal Procedures 01 40 00 Quality Requirements 01 50 00 Temporary Facilities and Controls 01 60 00 Product Requirements 01 70 00 Execution and Closeout Requirements

DIVISION 02 – EXISTING CONDITIONS

02 41 19.13 Selective Building Demolition

DIVISION 03 – CONCRETE

03 10 00 Concrete Forming and Accessories 03 20 00 Concrete Reinforcing 03 30 00 Cast-in-Place Concrete 03 35 23 Exposed Aggregate Concrete Finishing 03 39 00 Concrete Curing

DIVISION 04 – MASONRY

04 50 00 Masonry Restoration

DIVISION 06 – WOOD, PLASTICS, AND COMPOSITES

06 10 00 Rough Carpentry 06 20 00 Finish Carpentry 06 20 53 Woodwork Restoration 06 41 00 Architectural Wood Casework 06 61 00 Molded Gratings

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

07 21 13 Board Insulation 07 21 26 Blown Insulation 07 25 00 Weather Barriers 07 30 10 Roofing Underlayment 07 31 00 Shingles 07 46 23 Wood Siding 07 62 00 Sheet Metal Flashing and Trim 07 71 23 Manufactured Gutters and Downspouts 07 72 26 Ridge, Soffit and Siding Vents 07 90 00 Joint Protection

00010 - 2

DIVISION 08 – OPENINGS

08 52 13 Aluminum Clad Wood Windows 08 58 10 Custom Storm Windows 08 61 00 Wood Window Rehabilitation

DIVISION 09 – FINISHES

09 21 16 Gypsum Board Assemblies 09 51 13 Acoustical Panel Ceilings 09 64 13 Wood Flooring – Nailed 09 67 00 Fluid-Applied Flooring 09 90 00 Painting and Coating

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DIVISION 12 – FURNISHINGS

12 35 30 Residential Casework

DIVISION 22 – PLUMBING

22 05 29 Hangers and Support for Plumbing Piping and Equipment 22 05 53 Identification for Plumbing Piping and Equipment 22 07 00 Plumbing Insulation 22 11 00 Facility Water Distribution 22 13 00 Facility Sanitary Sewerage 22 31 00 Domestic Water Softeners 22 34 00 Fuel-Fired Domestic Water Heaters 22 40 00 Plumbing Fixtures

DIVISION 23 – HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 05 29 Hangers and Supports for HVAC Piping and Equipment 23 05 53 Identification for HVAC Piping and Equipment 23 05 93 Testing, Adjusting, and Balancing for HVAC 23 07 00 HVAC Insulation 23 11 26 Facility Liquefied-Petroleum Gas Piping 23 23 00 Refrigerant Piping 23 31 00 HVAC Ducts and Casings 23 33 00 Air Duct Accessories 23 34 00 HVAC Fans 23 37 00 Air Outlets and Inlets 23 54 00 Furnaces – Propane

DIVISION 26 – ELECTRICAL

26 05 00 General Electrical Requirements 26 05 02 Minor Electrical Demolition 26 05 03 Equipment Wiring Connections 26 05 19 Conductors and Cables 26 05 26 Grounding and Bonding 26 05 29 Hangers and Supports 26 05 33 Raceways and Boxes 26 05 53 Electrical Identification 26 09 23 Lighting Control Devices 26 24 16 Panelboard 26 27 26 Wiring Devices 26 51 00 Interior Lighting 26 56 00 Exterior Lighting

DIVISION 31 -- EARTHWORK

31 05 13 Soils for Earthwork 31 05 16 Aggregates for Earthwork 31 10 00 Site Clearing 31 22 13 Rough Grading 31 23 16 Excavation 31 23 17 Trenching 31 23 18 Rock Removal 31 23 19 Dewatering 31 23 23 Fill

00010 - 4

31 25 13 Erosion Controls

DIVISION 32 -- EXTERIOR IMPROVEMENTS

32 11 23 Aggregate Base Courses 32 13 13 Concrete Paving 32 91 19 Landscape Grading 32 92 19 Seeding

DIVISION 33 -- UTILITIES

33 41 00 Storm Utility Drainage Piping

ASBESTOS AND LEAD PAINT ABATEMENT REQUIREMENTS

END OF TABLE OF CONTENTS

[U28-17435]

SELECTIVE BUILDING DEMOLITION 02 41 19.13 - 1

SECTION 013000 - ADMINISTRATIVE REQUIREMENTS

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Coordination and Project conditions.

B. Preconstruction meeting.

C. Site mobilization meeting.

D. Progress meetings.

E. Preinstallation meetings.

F. Closeout meeting.

1.2 COORDINATION AND PROJECT CONDITIONS

A. Coordinate scheduling, submittals, and Work of various Sections of Project Manual to ensure efficient and orderly sequence of installation of interdependent construction elements.

B. Verify that utility requirements and characteristics of operating equipment are compatible with building utilities. Coordinate Work of various Sections having interdependent responsibilities for installing, connecting to, and placing operating equipment in service.

C. Coordinate space requirements, supports, and installation of mechanical and electrical Work indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and conduit as closely as practical;

place runs parallel with lines of building. Use spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs.

1. Coordination Drawings: Prepare as required to coordinate all portions of Work. Show relationship and integration of different construction elements that require coordination during fabrication or installation to fit in space provided or to function as intended. Indicate locations where space is limited for installation and access and where sequencing and coordination of installations are important.

D. Coordination Meetings: In addition to other meetings specified in this Section, hold coordination meetings with personnel and Subcontractors to ensure coordination of Work.

E. In finished areas, except as otherwise indicated, conceal pipes, ducts, and wiring within construction.

Coordinate locations of fixtures and outlets with finish elements.

F. Coordinate completion and clean-up of Work of separate Sections in preparation for Substantial Completion.

SELECTIVE BUILDING DEMOLITION 02 41 19.13 - 2

G. After Owner's occupancy of premises, coordinate access to Site for correction of defective Work and Work not complying with Contract Documents, to minimize disruption of Owner's activities.

1.3 PRECONSTRUCTION MEETING

A. Government will schedule and preside over meeting after contract award.

1.4 PROGRESS MEETINGS

A. Schedule and administer meetings throughout progress of the work.

B. Contractors and government will make arrangements for meetings, prepare agenda with copies for participants, and preside over meetings.

C. Attendance Required: Job superintendent and government.

D. Minimum Agenda:

1. Review minutes of previous meetings.

2. Review of Work progress.

3. Field observations, problems, and decisions.

4. Identification of problems impeding planned progress.

5. Review of submittal schedule and status of submittals.

6. Review of off-Site fabrication and delivery schedules.

7. Maintenance of Progress Schedule.

8. Corrective measures to regain projected schedules.

9. Planned progress during succeeding work period.

10. Coordination of projected progress.

11. Maintenance of quality and work standards.

12. Effect of proposed changes on Progress Schedule and coordination.

13. Other business relating to Work.

1.5 PREINSTALLATION MEETINGS

A. When required in individual Specification Sections, convene pre-installation meetings at before starting Work of specific Section.

B. Require attendance of parties directly affecting, or affected by, Work of specific Section.

C. Notify Architect/Engineer four days in advance of meeting date.

D. Prepare agenda and preside over meeting:

1. Review conditions of installation, preparation, and installation procedures.

2. Review coordination with related Work.

1.6 CLOSEOUT MEETING

A. Schedule Project closeout meeting with sufficient time to prepare for requesting Substantial Completion.

Preside over meeting and be responsible for minutes.

SELECTIVE BUILDING DEMOLITION 02 41 19.13 - 3

B. Attendance Required: Contractor and government and others appropriate to agenda.

C. Notify Architect/Engineer seven days in advance of meeting date.

D. Minimum Agenda:

1. Start-up of facilities and systems.

2. Operations and maintenance manuals.

3. Testing, adjusting, and balancing.

4. System demonstration and observation.

5. Operation and maintenance instructions for Owner's personnel.

6. Contractor's inspection of Work.

7. Contractor's preparation of an initial "punch list."

8. Completion time for correcting deficiencies.

9. Inspections by authorities having jurisdiction.

10. Final cleaning.

11. Preparation for final inspection.

12. Closeout Submittals:

a. Project record documents.

b. Operating and maintenance documents.

c. Operating and maintenance materials.

d. Affidavits.

13. Contractor's demobilization of Site.

14. Maintenance.

END OF SECTION 013000

SELECTIVE BUILDING DEMOLITION 02 41 19.13 - 4

SECTION 013300 - SUBMITTAL PROCEDURES

PART 2 - GENERAL

2.1 SECTION INCLUDES

A. Definitions.

B. Submittal procedures.

C. Construction progress schedules.

D. Proposed product list.

E. Product data.

F. Shop Drawings.

G. Samples.

H. Other submittals.

I. Design data.

J. Test reports.

K. Certificates.

L. Manufacturer's instructions.

M. Manufacturer's field reports.

N. Construction photographs.

O. Contractor review.

P. Architect/Engineer review.

2.2 DEFINITIONS

A. Action Submittals: Written and graphic information and physical samples that require Architect/Engineer's responsive action.

B. Informational Submittals: Written and graphic information and physical Samples that do not require Architect/Engineer's responsive action. Submittals may be rejected for not complying with requirements.

2.3 SUBMITTAL PROCEDURES

A. Transmit each submittal to government. Submittals shall be electronic unless samples are required.

SELECTIVE BUILDING DEMOLITION 02 41 19.13 - 5

B. Sequentially number transmittal forms. Mark revised submittals with original number and sequential alphabetic suffix.

C. Identify: Project, Contractor, Subcontractor and supplier, pertinent Drawing and detail number, and Specification Section number appropriate to submittal.

D. Apply Contractor's stamp, signed or initialed, certifying that review, approval, verification of products required, field dimensions, adjacent construction Work, and coordination of information is according to requirements of the Work and Contract Documents.

E. Schedule submittals to expedite Project, and submit electronic submittals via email as PDF electronic files. Coordinate submission of related items.

1. File name shall be in the following format: ProjectName_001.Item-description.pdf

2. Subject line in email shall include the project name and description of the submittal.

F. For each submittal for review, allow ten days excluding delivery time to and from Contractor.

G. Identify variations in Contract Documents and product or system limitations that may be detrimental to successful performance of completed Work.

H. Allow space on submittals for Contractor and Architect/Engineer review stamps.

I. When revised for resubmission, identify changes made since previous submission.

J. Distribute copies of reviewed submittals as appropriate. Instruct parties to promptly report inability to comply with requirements.

K. Submittals not requested will not be recognized nor processed.

L. Incomplete Submittals: Architect/Engineer will not review. Complete submittals for each item are required. Delays resulting from incomplete submittals are not the responsibility of Architect/Engineer.

2.4 PROPOSED PRODUCT LIST

A. Submit list of major products proposed for use, with name of manufacturer, trade name, and model number of each product.

B. For products specified only by reference standards, indicate manufacturer, trade name, model or catalog designation, and reference standards.

2.5 PRODUCT DATA

A. Product Data: Action Submittal: Submit to Architect/Engineer for review for assessing conformance with information given and design concept expressed in Contract Documents.

B. Submit number of copies Contractor requires, plus two copies Architect/Engineer will retain.

C. Submit electronic submittals via email as PDF electronic files.

D. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturers' standard data to provide information specific to this Project.

SELECTIVE BUILDING DEMOLITION 02 41 19.13 - 6

E. Indicate product utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances.

F. After review, produce copies and distribute according to "Submittal Procedures" Article and for record documents described in Section 017000 - Execution and Closeout Requirements.

2.6 SHOP DRAWINGS

A. Shop Drawings: Action Submittal: Submit to Architect/Engineer for assessing conformance with information given and design concept expressed in Contract Documents.

B. Indicate special utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances.

C. When required by individual Specification Sections, provide Shop Drawings signed and sealed by a professional Engineer responsible for designing components shown on Shop Drawings.

1. Include signed and sealed calculations to support design.

2. Submit Shop Drawings and calculations in form suitable for submission to and approval by authorities having jurisdiction.

3. Make revisions and provide additional information when required by authorities having jurisdiction.

D. Submit electronic submittals via email as PDF electronic files.

E. After review, produce copies and distribute according to "Submittal Procedures" Article and for record documents described in Section 017000 - Execution and Closeout Requirements.

2.7 SAMPLES

A. Samples: Action Submittal: Submit to Architect/Engineer for assessing conformance with information given and design concept expressed in Contract Documents.

B. Samples for Selection as Specified in Product Sections:

1. Submit to Architect/Engineer for aesthetic, color, and finish selection.

2. Submit Samples of finishes, textures, and patterns for Architect/Engineer selection.

C. Submit Samples to illustrate functional and aesthetic characteristics of products, with integral parts and attachment devices. Coordinate Sample submittals for interfacing work.

D. Include identification on each Sample, with full Project information.

E. Submit number of Samples specified in individual Specification Sections; Architect/Engineer will retain two Samples.

F. Reviewed Samples that may be used in the Work are indicated in individual Specification Sections.

G. Samples will not be used for testing purposes unless specifically stated in Specification Section.

H. After review, produce copies and distribute according to "Submittal Procedures" Article and for record documents described in Section 017000 - Execution and Closeout Requirements.

SELECTIVE BUILDING DEMOLITION 02 41 19.13 - 7

2.8 OTHER SUBMITTALS

A. Closeout Submittals: Comply with Section 017000 - Execution and Closeout Requirements.

B. Informational Submittal: Submit data for Architect/Engineer's knowledge as Contract administrator or for Owner.

C. Submit information for assessing conformance with information given and design concept expressed in Contract Documents.

2.9 TEST REPORTS

A. Informational Submittal: Submit reports for Architect/Engineer's knowledge as Contract administrator or for Owner.

B. Submit test reports for information for assessing conformance with information given and design concept expressed in Contract Documents.

2.10 CERTIFICATES

A. Informational Submittal: Submit certification by manufacturer, installation/application Subcontractor, or Contractor to Architect/Engineer, in quantities specified for Product Data.

B. Indicate material or product conforms to or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropriate.

C. Certificates may be recent or previous test results on material or product but must be acceptable to Architect/Engineer.

2.11 MANUFACTURER'S INSTRUCTIONS

A. Informational Submittal: Submit manufacturer's installation instructions for Architect/Engineer's knowledge as Contract administrator or for Owner.

B. Submit printed instructions for delivery, storage, assembly, installation, startup, adjusting, and finishing, to Architect/Engineer in quantities specified for Product Data.

C. Indicate special procedures, perimeter conditions requiring special attention, and special environmental criteria required for application or installation.

2.12 MANUFACTURER'S FIELD REPORTS

A. Informational Submittal: Submit reports for Architect/Engineer's knowledge as Contract administrator or for Owner.

B. Submit report within three days of observation to Architect/Engineer for information.

C. Submit reports for information for assessing conformance with information given and design concept expressed in Contract Documents.

SELECTIVE BUILDING DEMOLITION 02 41 19.13 - 8

2.13 ERECTION DRAWINGS

A. Informational Submittal: Submit Drawings for Architect/Engineer's knowledge as Contract administrator or for Owner.

B. Submit Drawings for information assessing conformance with information given and design concept expressed in Contract Documents.

C. Data indicating inappropriate or unacceptable Work may be subject to action by Architect/Engineer or Owner.

2.14 CONSTRUCTION PHOTOGRAPHS

A. Provide photographs of Site and construction throughout progress of Work.

B. Submit photographs upon request to Architect and/or Owner.

C. Photographs: digitally produced, minimum 2dpi.

D. Take two Site photographs from different directions and five interior photographs of indicating relative progress of the Work.

2.15 CONTRACTOR REVIEW

A. Review for compliance with Contract Documents and approve submittals before transmitting to Architect/Engineer.

B. Contractor: Responsible for:

1. Determination and verification of materials including manufacturer's catalog numbers.

2. Determination and verification of quantities of materials.

3. Determination and verification of field measurements and field construction criteria.

4. Checking and coordinating information in submittal with requirements of Work and of Contract

Documents.

5. Determination of accuracy and completeness of dimensions and quantities.

6. Confirmation and coordination of dimensions and field conditions at Site.

7. Construction means, techniques, sequences, and procedures.

8. Safety precautions.

9. Coordination and performance of Work of all trades.

C. Stamp, sign or initial, and date each submittal to certify compliance with requirements of Contract Documents.

D. Do not fabricate products or begin Work for which submittals are required until approved submittals have been received from Architect/Engineer.

2.16 ARCHITECT/ENGINEER REVIEW

A. Do not make "mass submittals" to Architect/Engineer. "Mass submittals" are defined as six or more submittals or items in one day or 15 or more submittals or items in one week. If "mass submittals" are received, Architect/Engineer's review time stated above will be extended as necessary to perform proper

SELECTIVE BUILDING DEMOLITION 02 41 19.13 - 9

review. Architect/Engineer will review "mass submittals" based on priority determined by Architect/Engineer after consultation with Owner and Contractor.

B. Informational submittals and other similar data are for Architect/Engineer's information, do not require Architect/Engineer's responsive action, and will not be reviewed or returned with comment.

C. Submittals made by Contractor that are not required by Contract Documents may be returned without action.

D. Submittal approval does not authorize changes to Contract requirements unless accompanied by Change Order or Construction Change Directive.

E. Owner may withhold monies due to Contractor to cover additional costs beyond the second submittal review.

PART 3 - PRODUCTS - Not Used

PART 4 - EXECUTION - Not Used

END OF SECTION 013300

SELECTIVE BUILDING DEMOLITION 02 41 19.13 -

SECTION 014000 - QUALITY REQUIREMENTS

PART 5 - GENERAL

5.1 SECTION INCLUDES

A. Quality control.

B. Tolerances.

C. References.

D. Labeling.

E. Mockup requirements.

F. Testing and inspection services.

G. Manufacturers' field services.

5.2 QUALITY CONTROL

A. Monitor quality control over suppliers, manufacturers, products, services, Site conditions, and workmanship, to produce Work of specified quality.

B. Comply with specified standards as the minimum quality for the Work except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship.

C. Perform Work using persons qualified to produce required and specified quality.

D. Products, materials, and equipment may be subject to inspection by Architect/Engineer and Owner at place of manufacture or fabrication. Such inspections shall not relieve Contractor of complying with requirements of Contract Documents.

E. Supervise performance of Work in such manner and by such means to ensure that Work, whether completed or in progress, will not be subjected to harmful, dangerous, damaging, or otherwise deleterious exposure during construction period.

5.3 TOLERANCES

A. Monitor fabrication and installation tolerance control of products to produce acceptable Work. Do not permit tolerances to accumulate.

B. Comply with manufacturers' recommended tolerances and tolerance requirements in reference standards.

When such tolerances conflict with Contract Documents, request clarification from Architect/Engineer before proceeding.

C. Adjust products to appropriate dimensions; position before securing products in place.

5.4 REFERENCES

A. For products or workmanship specified by association, trade, or other consensus standards, comply with requirements of standard except when more rigid requirements are specified or are required by applicable codes.

B. Conform to reference standard by date of issue current as of date for receiving Bids except where specific date is established by code.

C. When requirements of indicated reference standards conflict with Contract Documents, request clarification from Architect/Engineer before proceeding.

D. Neither contractual relationships, duties, or responsibilities of parties in Contract nor those of Architect/Engineer shall be altered from Contract Documents by mention or inference in reference documents.

5.5 LABELING

A. Attach label from agency approved by authorities having jurisdiction for products, assemblies, and systems required to be labeled by applicable code.

B. Label Information: Include manufacturer's or fabricator's identification, approved agency identification, and the following information, as applicable, on each label:

1. Model number.

2. Serial number.

3. Performance characteristics.

C. Manufacturer's Nameplates, Trademarks, Logos, and Other Identifying Marks on Products: Not allowed on surfaces exposed to view in public areas, interior or exterior.

5.6 MOCK-UP REQUIREMENTS

A. Individual product specification sections specify requirements for mock-ups.

B. Assemble and erect specified or indicated items with specified or indicated attachment and anchorage devices, flashings, seals, and finishes.

C. Accepted mockups shall be comparison standard for remaining Work. Approved mockups may remain in place.

D. Where mockup has been accepted by Architect/Engineer and is specified in product Specification Sections to remain in place, protect mockup for the duration of the project.

5.7 TESTING AND INSPECTION SERVICES

A. Owner will employ and pay for services of an independent testing agency to perform specified testing.

1. Before starting Work, submit testing laboratory name, address, and telephone number, and names of full-time Professional Engineer and responsible officer.

2. Submit copy of report of laboratory facilities' inspection made by Materials Reference Laboratory of National Bureau of Standards during most recent inspection, with memorandum of remedies of deficiencies reported by inspection.

B. Testing firm shall perform tests, inspections, and other services specified in individual Specification Sections and as required by Architect/Engineer.

1. Laboratory: Authorized to operate in State of Michigan.

2. Laboratory Staff: Maintain full-time Professional Engineer or specialist certified to perform the work on staff to review services.

3. Testing Equipment: Calibrated at reasonable intervals with devices of an accuracy traceable to

National Bureau of Standards or accepted values of natural physical constants.

C. Testing, inspections, and source quality control may occur on or off Project Site. Perform off-Site testing as required by Architect/Engineer or Owner.

D. Reports shall be submitted by independent firm to Architect/Engineer, Contractor, and authorities having jurisdiction, as PDF via email, indicating observations and results of tests and compliance or noncompliance with Contract Documents.

1. Submit final report indicating correction of Work previously reported as noncompliant.

E. Cooperate with independent firm; furnish samples of materials, design mix, equipment, tools, storage, safe access, and assistance by incidental labor as requested.

1. Notify Architect/Engineer and independent testing firm 24 hours before expected time for operations requiring services.

2. Make arrangements with independent firm and pay for additional Samples and tests required for

Contractor's use.

F. Employment of testing agency or laboratory shall not relieve Contractor of obligation to perform Work according to requirements of Contract Documents.

G. Retesting or re-inspection required because of nonconformance with specified or indicated requirements shall be performed by same independent firm on instructions from Architect/Engineer. Payment for retesting or re-inspection will be charged to Contractor by deducting testing charges from Contract Sum/Price.

H. Agency Responsibilities:

1. Test Samples of mixes submitted by Contractor.

2. Provide qualified personnel at Site. Cooperate with Architect/Engineer and Contractor in performance of services.

3. Perform indicated sampling and testing of products according to specified standards.

4. Ascertain compliance of materials and mixes with requirements of Contract Documents.

5. Promptly notify Architect/Engineer and Contractor of observed irregularities or nonconformance of

Work or products.

6. Perform additional tests required by Architect/Engineer.

7. Attend preconstruction meetings and progress meetings.

I. Agency Reports: After each test, promptly submit report to Architect/Engineer, Contractor, and authorities having jurisdiction. When requested by Architect/Engineer, provide interpretation of test results. Include the following:

1. Date issued.

2. Project title and number.

3. Name of inspector.

4. Date and time of sampling or inspection.

5. Identification of product and Specification Section.

6. Location in Project.

7. Type of inspection or test.

8. Date of test.

9. Results of tests.

10. Conformance with Contract Documents.

J. Limits on Testing Authority:

1. Agency or laboratory may not release, revoke, alter, or enlarge on requirements of Contract

Documents.

2. Agency or laboratory may not approve or accept any portion of the Work.

3. Agency or laboratory may not assume duties of Contractor.

4. Agency or laboratory has no authority to stop the Work.

5.8 MANUFACTURER'S FIELD SERVICES

A. When specified in individual Specification Sections, require material or product suppliers or manufacturers to provide qualified staff personnel to observe Site conditions, conditions of surfaces and installation, quality of workmanship, startup of equipment, testing, adjusting, and balancing of equipment as applicable, and to initiate instructions when necessary.

B. Report observations and Site decisions or instructions given to applicators or installers that are supplemental or contrary to manufacturer's written instructions.

C. Refer to Section 013300 - Submittal Procedures, "Manufacturer's Field Reports" Article.

PART 6 - PRODUCTS - Not Used

PART 7 - EXECUTION - Not Used

END OF SECTION 014000

SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS

PART 8 - GENERAL

8.1 SECTION INCLUDES

A. Temporary facilities under Construction Management Agreement.

B. Temporary Utilities:

1. Temporary electricity.

2. Temporary lighting for construction purposes.

3. Temporary heating.

4. Temporary cooling.

5. Temporary ventilation.

6. Communication services.

7. Temporary water service.

8. Temporary sanitary facilities.

C. Construction Facilities:

1. Field offices and sheds.

2. Vehicular access.

3. Parking.

4. Progress cleaning and waste removal.

5. Project identification.

6. Traffic regulation.

7. Fire-prevention facilities.

D. Temporary Controls:

1. Barriers.

2. Enclosures and fencing.

3. Security.

4. Water control.

5. Dust control.

6. Erosion and sediment control.

7. Noise control.

8. Pest and rodent control.

9. Pollution control.

E. Removal of utilities, facilities, and controls.

8.2 REFERENCES

A. ASTM International:

1. ASTM E 84 - Standard Test Method for Surface Burning Characteristics of Building Materials.

2. ASTM E 90 - Standard Test Method for Laboratory Measurement of Airborne Sound Transmission

Loss of Building Partitions and Elements.

3. ASTM E 119 - Standard Test Methods for Fire Tests of Building Construction and Materials.

8.3 TEMPORARY ELECTRICITY

A. Owner will pay cost of energy used. Exercise measures to conserve energy. Use Owner's existing power service.

B. Provide temporary electric feeder from existing building electrical service at location as directed by Owner. Do not disrupt Owner's use of service.

C. Complement existing power service capacity and characteristics as required for construction operations.

D. Provide power outlets with branch wiring and distribution boxes located as required for construction operations. Provide suitable, flexible power cords as required for portable construction tools and equipment.

E. Provide main service disconnect and overcurrent protection at convenient location.

F. Permanent convenience receptacles may be used during construction.

G. Provide distribution equipment, wiring, and outlets for single-phase branch circuits for power and lighting.

8.4 TEMPORARY LIGHTING FOR CONSTRUCTION PURPOSES

A. Provide and maintain lighting for construction operations to achieve minimum lighting level of 2 watts/sq ft.

B. Provide branch wiring from power source to distribution boxes with lighting conductors, pigtails, lamps, and the like, for specified lighting levels.

C. Permanent building lighting may be used during construction.

8.5 TEMPORARY HEATING

A. Existing heating systems may be used during construction.

B. Contractor will pay cost of temporary heat (including all needed equipment, energy, and fuel) if existing government equipment cannot be used, is unserviceable, or otherwise will not serve the need . Exercise measures to conserve energy.

C. Enclose building before activating temporary heat according to "Enclosures and Fencing" Article in this Section.

D. Before operating permanent equipment for temporary heating purposes, verify installation is approved for operation, equipment is lubricated, and filters are in place. Provide and pay for operation, maintenance, and regular replacement of filters and worn or consumed parts. If new equipment is used, replace filters at Substantial Completion.

E. Maintain minimum ambient temperature of 50 degrees F in areas where construction is in progress unless indicated otherwise in individual product Sections.

8.6 TEMPORARY VENTILATION

A. Ventilate enclosed areas to achieve curing of materials, to dissipate humidity, and to prevent accumulation of dust, fumes, vapors, or gases.

8.7 COMMUNICATION SERVICES

A. Telephone Service: Provide, maintain, and pay for telephone service to field personnel at time of Project mobilization and until completion of Work. Mobile telephone is acceptable if reliable service is available.

8.8 TEMPORARY WATER SERVICE

A. Provide suitable quality water service as needed to maintain specified conditions for construction operations.

B. Contractor will pay cost of temporary water. Exercise measures to conserve water.

8.9 TEMPORARY SANITARY FACILITIES

A. Provide and maintain required facilities and enclosures. Existing facility use is not permitted. Provide facilities at time of Project mobilization.

8.10 FIELD OFFICES AND SHEDS

A. Field Office: Weathertight, with lighting, electrical outlets, heating and ventilating equipment, and equipped with furniture including drawing rack, filing cabinets, and drawing display table.

B. Provide space for Project meetings, with table and chairs to accommodate six persons.

C. Locate field offices and sheds a minimum distance of 30 feet from existing and new structures.

D. Do not use permanent facilities for field offices or for storage.

E. Construction: Portable or mobile buildings, or buildings constructed with floors raised aboveground, securely fixed to foundations with steps and landings at entrance doors.

F. Preparation: Fill and grade Sites for temporary structures sloped for drainage away from buildings.

G. Installation:

1. Install field office spaces ready for occupancy seven days after date established by Notice to

Proceed.

2. Employee Residential Occupancy: Not allowed on Owner's property.

H. Removal: At completion of Work remove buildings, foundations, utility services, and debris. Restore areas to same or better condition as original condition.

8.11 VEHICULAR ACCESS

A. Provide unimpeded access for emergency vehicles. Maintain 20 foot-wide driveways with turning space between and around combustible materials.

B. Provide means of removing mud from vehicle wheels before entering streets.

8.12 PARKING

A. Construction personnel may park on-site in designated areas.

1. Limit use of heavy vehicles or construction equipment in parking areas.

2. Do not allow heavy vehicle parking on existing pavement.

3. Permanent Pavements and Parking Facilities:

a. Before Substantial Completion, bases for permanent roads and parking areas may be used for construction traffic.

b. Avoid traffic loading beyond paving design capacity. Tracked vehicles are not allowed.

B. Maintenance:

1. Maintain traffic and parking areas in sound condition free of excavated material, construction equipment, products, mud, snow, ice, and the like.

2. Maintain existing paved areas used for construction; promptly repair breaks, potholes, low areas, standing water, and other deficiencies, to maintain paving and drainage in original condition.

Contractors designated area is a new parking lot and shall be protected as such.

C. Removal, Repair:

1. Remove temporary materials and construction at Substantial Completion.

2. Repair existing and permanent facilities damaged by use to original condition.

8.13 PROGRESS CLEANING AND WASTE REMOVAL

A. Maintain areas free of waste materials, debris, and rubbish. Maintain Site in clean and orderly condition.

B. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other closed or remote spaces, before enclosing spaces.

C. Broom and vacuum clean interior areas before starting surface finishing, and continue cleaning to eliminate dust.

D. Collect and remove waste materials, debris, and rubbish from Site periodically – not less than weekly -and dispose of off-Site.

8.14 FIRE-PREVENTION FACILITIES

A. Prohibit smoking within buildings under construction and demolition. All waste from smoking shall be removed from the site.

B. Establish fire watch for cutting, welding, and other hazardous operations capable of starting fires.

Maintain fire watch before, during, and after hazardous operations until threat of fire does not exist.

C. Portable Fire Extinguishers: NFPA 10; 10-pound capacity, 4A-60B: C UL rating.

1. Provide one fire extinguisher in each area under construction and demolition.

2. Provide minimum of one fire extinguisher in every construction trailer and storage shed.

3. Provide minimum of one fire extinguisher on roof during roofing operations using heat-producing equipment.

8.15 BARRIERS

A. Provide barriers to prevent unauthorized entry to construction areas, to allow for Owner's use of Site, and to protect existing facilities and adjacent properties from damage from construction operations and demolition.

B. Protect non-owned vehicular traffic, stored materials, Site, and structures from damage.

8.16 ENCLOSURES

A. Exterior Enclosures:

1. Provide temporary insulated weathertight closure of exterior openings to accommodate acceptable working conditions and protection for products, to allow for temporary heating and maintenance of required ambient temperatures identified in individual Specification Sections, and to prevent entry of unauthorized persons. Provide access doors with self-closing hardware and locks.

8.17 SECURITY

A. Security Program:

1. Protect Work on existing premises and Owner's operations from theft, vandalism, and unauthorized entry.

2. Initiate program at Project mobilization.

3. Maintain program throughout construction period until Owner's acceptance precludes need for

Contractor's security.

8.18 DUST CONTROL

A. Execute Work by methods that minimize raising dust from construction operations.

B. Provide positive means to prevent airborne dust from dispersing into atmosphere and into Owner-occupied areas.

8.19 EROSION AND SEDIMENT CONTROL

A. Plan and execute construction by methods to control surface drainage from cuts and fills from borrow and waste disposal areas. Prevent erosion and sedimentation.

B. Minimize surface area of bare soil exposed at one time.

C. Provide temporary measures including berms, dikes, drains, and other devices to prevent water flow.

D. Construct fill and waste areas by selective placement to avoid erosive surface silts and clays.

E. Periodically inspect earthwork to detect evidence of erosion and sedimentation. Promptly apply corrective measures.

8.20 PEST AND RODENT CONTROL

A. Provide methods, means, and facilities to prevent pests and insects from damaging the Work or entering facility.

B. Provide methods, means, and facilities to prevent rodents from accessing or invading premises.

8.21 POLLUTION CONTROL

A. Provide methods, means, and facilities to prevent contamination of soil, water, and atmosphere from discharge of noxious, toxic substances and pollutants produced by construction operations.

8.22 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS

A. Remove temporary utilities, equipment, facilities, and materials before Substantial Completion inspection.

B. Remove underground installations to minimum depth of 2 feet. Grade Site as indicated on Drawings.

C. Clean and repair damage caused by installation or use of temporary Work.

D. Restore existing and permanent facilities used during construction to original condition. Restore permanent facilities used during construction to specified condition.

8.23 Public Access: Safe access to the beach and vault toilet shall be provided to the public from May 1st to September 30th. Parking shall be provided in existing parking lot for a minimum of ten vehicles to be used by the public.

PART 9 - PRODUCTS - Not Used

PART 10 - EXECUTION - Not Used

END OF SECTION 015000

SECTION 016000 - PRODUCT REQUIREMENTS

PART 11 - GENERAL

11.1 SECTION INCLUDES

A. Products.

B. Product delivery requirements.

C. Product storage and handling requirements.

D. Product options.

E. Equipment electrical characteristics and components.

11.2 PRODUCTS

A. At minimum, comply with specified requirements and reference standards.

B. Specified products define standard of quality, type, function, dimension, appearance, and performance required.

C. Furnish products of qualified manufacturers that are suitable for intended use. Furnish products of each type by single manufacturer unless specified otherwise. Confirm that manufacturer's production capacity can provide sufficient product, on time, to meet Project requirements.

D. Do not use materials and equipment removed from existing premises except as specifically permitted by Contract Documents.

E. Furnish interchangeable components from same manufacturer for components being replaced.

11.3 PRODUCT DELIVERY REQUIREMENTS

A. Transport and handle products according to manufacturer's instructions.

B. Promptly inspect shipments to ensure products comply with requirements, quantities are correct, and products are undamaged.

C. Provide equipment and personnel to handle products; use methods to prevent soiling, disfigurement, or damage.

11.4 PRODUCT STORAGE AND HANDLING REQUIREMENTS

A. Store and protect products according to manufacturer's instructions.

B. Store products with seals and labels intact and legible.

C. Store sensitive products in weathertight, climate-controlled enclosures in suitable environment.

D. For exterior storage of fabricated products, place products on sloped supports aboveground.

E. Provide bonded off-Site storage when Site does not permit on-Site storage or protection.

F. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to prevent condensation and degradation of products.

G. Store loose granular materials on solid flat surfaces in well-drained area. Prevent mixing with foreign matter.

H. Provide equipment and personnel to store products; use methods to prevent soiling, disfigurement, or damage.

I. Arrange storage of products to permit access for inspection. Periodically inspect to verify products are undamaged and are maintained in acceptable condition.

11.5 PRODUCT OPTIONS

A. Products Specified by Reference Standards or by Description Only: Products complying with specified reference standards or description.

B. Products Specified by Naming One or More Manufacturers: Products of one of manufacturers named and complying with Specifications; no options or substitutions allowed.

C. Products Specified by Naming One or More Manufacturers with Provision for Substitutions: Submit Request for Substitution for any manufacturer not named.

PART 12 - PRODUCTS

12.1 EQUIPMENT ELECTRICAL CHARACTERISTICS AND COMPONENTS

A. Wiring Terminations: Furnish terminal lugs to match branch circuit conductor quantities, sizes, and materials indicated. Include lugs for terminal box.

B. Cord and Plug: Furnish minimum 6-foot long cord and plug including grounding connector for connection to electric wiring system. Cord of longer length may be specified in individual Specification Sections.

PART 13 - EXECUTION - Not Used

END OF SECTION 016000

SECTION 017000 - EXECUTION AND CLOSEOUT REQUIREMENTS

PART 14 - GENERAL

14.1 SECTION INCLUDES

A. Field engineering.

B. Closeout procedures.

C. Starting of systems.

D. Demonstration and instructions.

E. Testing, adjusting, and balancing.

F. Project record documents.

G. Operation and maintenance data.

H. Manual for materials and finishes.

I. Manual for equipment and systems.

J. Spare parts and maintenance products.

K. Product warranties and product bonds.

L. Maintenance service.

M. Examination.

N. Preparation.

O. Execution.

P. Cutting and patching.

Q. Protecting installed construction.

R. Final cleaning.

14.2 FIELD ENGINEERING

A. Employ land surveyor registered and acceptable to Architect/Engineer.

B. Control datum for survey is established by Owner-provided survey indicated on Drawings.

C. Prior to beginning Work, verify and establish floor elevations of existing facilities to ensure that new Work will meet existing elevations in smooth and level alignment except where specifically detailed or indicated otherwise.

D. Confirm Drawing dimensions and elevations.

E. Provide field engineering services. Establish elevations, lines, and levels using recognized engineering survey practices.

F. Maintain complete and accurate log of control and survey Work as Work progresses.

G. Protect survey control points prior to starting Site Work; preserve permanent reference points during construction.

H. Promptly report to Architect/Engineer loss or destruction of reference point or relocation required because of changes in grades or other reasons.

I. Replace dislocated survey control points based on original survey control. Make no changes without prior written notice to Architect/Engineer.

14.3 CLOSEOUT PROCEDURES

A. Prerequisites to Substantial Completion: Complete following items before requesting Certification of Substantial Completion, either for entire Work or for portions of Work:

1. Submit maintenance manuals, Project record documents, digital images of construction photographs, and other similar final record data in compliance with this Section.

2. Complete facility startup, testing, adjusting, balancing of systems and equipment, demonstrations, and instructions to Owner's operating and maintenance personnel as specified in compliance with this Section.

3. Conduct inspection to establish basis for request that Work is substantially complete. Create comprehensive list (initial punch list) indicating items to be completed or corrected, value of incomplete or nonconforming Work, reason for being incomplete, and date of anticipated completion for each item. Include copy of list with request for Certificate of Substantial Completion.

4. Obtain and submit releases enabling Owner's full, unrestricted use of Project and access to services and utilities. Include certificate of occupancy, operating certificates, and similar releases from authorities having jurisdiction and utility companies.

5. Deliver tools, spare parts, extra stocks of material, and similar physical items to Owner.

6. Make final change-over of locks eliminating construction master-key system and transmit keys directly to Owner. Advise Owner's personnel of change-over in security provisions.

7. Discontinue or change over and remove temporary facilities and services from Project Site, along with construction tools, mockups, and similar elements.

8. Perform final cleaning according to this Section.

B. Substantial Completion Inspection:

1. When Contractor considers Work to be substantially complete, submit to Architect/ Engineer:

a. Written certificate that Work, or designated portion, is substantially complete.

b. List of items to be completed or corrected (initial punch list).

2. Within seven days after receipt of request for Substantial Completion, Architect/Engineer and Owner will make inspection to determine whether Work or designated portion is substantially complete.

3. Should Architect/Engineer determine that Work is not substantially complete:

a. Architect/Engineer will promptly notify Contractor in writing, stating reasons for the opinion.

b. Contractor shall remedy deficiencies in Work and send second written request for

Substantial Completion to Architect/Engineer.

c. Architect/Engineer will re-inspect Work.

d. Redo and Inspection of Deficient Work: Repeated until Work passes Architect/ Engineer's inspection.

4. When Architect/Engineer finds that Work is substantially complete, Contracting Officer will notify contractor.

C. Prerequisites for Final Completion: Complete following items before requesting final acceptance and final payment.

1. When Contractor considers Work to be complete, submit written certification that:

a. Contract Documents have been reviewed.

b. Work has been examined for compliance with Contract Documents.

c. Work has been completed according to Contract Documents.

d. Work is completed and ready for final inspection.

2. Submittals: Submit following:

a. Final punch list indicating all items have been completed or corrected.

b. Final payment request with final releases and supporting documentation not previously submitted and accepted.

c. Specified warranties

3. Perform final cleaning for Contractor-soiled areas according to this Section.

D. Final Completion Inspection:

1. Within seven days after receipt of request for final inspection, Architect/Engineer will make inspection to determine whether Work or designated portion is complete.

2. Should Architect/Engineer consider Work to be incomplete or defective:

a. Architect/Engineer will promptly notify Contractor in writing, listing incomplete or defective Work.

b. Contractor shall remedy stated deficiencies and send second written request to Architect/Engineer that Work is complete.

c. Architect/Engineer will re-inspect Work.

d. Redo and Inspection of Deficient Work: Repeated until Work passes Architect/Engineer's inspection.

e. Cost of repeated inspections may be borne by the Contractor.

14.4 STARTING OF SYSTEMS

A. Coordinate schedule for startup of various equipment and systems.

B. Notify Architect/Engineer and Owner seven days prior to startup of each item.

C. Verify that each piece of equipment or system has been checked for proper lubrication, drive rotation, belt tension, control sequence, and for conditions which may cause damage.

D. Verify that tests, meter readings, and electrical characteristics agree with those required by equipment or system manufacturer.

E. Verify that wiring and support components for equipment are complete and tested.

F. Execute startup under supervision of manufacturer's representative or Contractors' personnel according to manufacturer's instructions.

G. When specified in individual Specification Sections, require manufacturer to provide authorized representative who will be present at Site to inspect, check, and approve equipment or system installation prior to startup and will supervise placing equipment or system in operation.

H. Submit a written report according to Section 013300 - Submittal Procedures that equipment or system has been properly installed and is functioning correctly.

14.5 DEMONSTRATION AND INSTRUCTIONS

A. Demonstrate operation and maintenance of products to Owner's personnel one week prior to date of Substantial Completion.

B. Demonstrate Project equipment and instructed by authorized manufacturer's representative who is knowledgeable about the Project.

C. For equipment or systems requiring seasonal operation, perform demonstration for other season within six months.

D. Use operation and maintenance manuals as basis for instruction. Review contents of manual with Owner's personnel in detail to explain all aspects of operation and maintenance.

E. Demonstrate startup, operation, control, adjustment, troubleshooting, servicing, maintenance, and shutdown of each item of equipment at scheduled time, at equipment location.

F. Prepare and insert additional data in operations and maintenance manuals when need for additional data becomes apparent during instruction.

G. Required instruction time for each item of equipment and system is specified in individual Specification Sections.

14.6 TESTING, ADJUSTING, AND BALANCING

A. Contractor shall employ…