Att 02_140P8420Q0039_Project Specifications_revised_0007.pdf

PREPARE AND PAINT THE HISTORIC HOME

RANCH MAIN HOUSE AND MURPHY HOUSE

POINT REYES NATIONAL SEASHORE, CALIFORNIA

TABLE OF CONTENTS

DIVISION 01- GENERAL REQUIREMENTS

SECTION 01110 SUMMARY OF WORK

SECTION 01310 PROJECT MEETINGS

SECTION 01330 SUBMITTALS

SECTION 01360 ACCIDENT PREVENTION

SECTION 01420 REFERENCE STANDARDS

SECTION 01430 CONTRACTOR QUALITY CONTROL

SECTION 01600 MATERIAL AND EQUIPMENT

SECTION 01770 PROJECT CLOSEOUT

DIVISION 09- FINISHES

SECTION 09900 PAINTING SPECIFICATION

Solicitation No. 140P8420Q0039, Attachment No. 02 (revised 7/8/2020)

SECTION 01110 - SUMMARY OF WORK

01110-1

PART 1 GENERAL

1 .1 DESCRIPTION

A. The work of this contract consists of the general construction of providing all the materials, labor and equipment to paint the exterior of the historic Home Ranch Main House and the Murphy House. The buildings to be treated are adjacent to one another at the Historic Home Ranch within Point Reyes National Seashore (see location map). Contract work includes preparation, priming, and painting of all surfaces previously painted including: the exterior walls of the buildings; exterior wooden doors and door frames; and exterior building windows and trim (excluding sash); and other previously painted surfaces.

B. The Home Ranch Main House is a historic residential building constructed circa 1860 as part of the Home Ranch. The building has approximately 3,554 square feet of exterior wall surface including 34 windows. The Murphy House is also a residential building within the Home Ranch constructed circa 1946. The building has approximately 2,078 square feet of exterior wall surface including 18 windows.

Estimation of wall surfaces are approximate and should be validated by prospective offerors prior to submitting proposals.

C. The exterior building elements are coated with lead based paint.

D. All Offerors are highly encouraged to attend the sit visit and examine existing conditions before submitting quotes. All offerors will be held to have the same knowledge concerning the site and the on-ground conditions as if they had inspected the job site.

1.2 LOCATION

A. Both buildings are located at the historic Home Ranch within the Point Reyes National Seashore. Access to the location is from Home Ranch Road that is approximately 11 miles from Park Headquarters and the Bear Valley Visitor Center.

1.3 CONTRACTOR’S USE OF PREMISES

A. General: The contractor shall commence work within 10 calendar days after the date of receipt of the Notice to Proceed document from the Contracting Officer, prosecute the work diligently, and complete the entire work ready for use not later than 45 days following receipt of the Notice to Proceed. The anticipated period of performance is July 27, 2020 through September 10, 2020.

B. Contractor shall at all times conduct his operations to ensure the least inconvenience to the public, staff and occupants, no closures will be permitted without specific approval of Contracting Officer

C. Confine storage of materials to areas approved by the Contracting

01110-2

Officer.

D. 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.

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

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

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

H. Carefully supervise excavating, wading, filling, and other construction operations near trees to prevent damage.

I. Construction Camp: Establishment of a camp within the park will not be permitted.

J. 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 Office of the Park Superintendent.

A special permit will not relieve Contractor of liability for damage that may result from moving of equipment.

1 .4 SPECIAL CONSTRUCTION REQUIREMENTS

A. The Contractor shall perform all work between the hours of 8:00 AM to 5:00 PM Monday through Friday. Any variation of this work schedule must be requested in writing and approved in advance by the Contracting Officer.

B. Holiday Work Restrictions: No on-site work shall be performed on weekends or federal holidays unless otherwise directed by the Contracting Officer.

1 .5 FIELD VERIFICATION

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

1.6 CONSTRUCTION MATERIALS

A. The Government will furnish both water and electricity.

B. All other materials shall be Contractor-furnished from outside the park.

01110-3

C. SOILS INVESTIGATION REPORT: NOT USED.

D. If conflicts occur between the report and drawings or specifications, the drawings and specifications govern.

PART 2 PRODUCTS: NOT USED.

PART 3 EXECUTION: NOT USED.

END OF SECTION

01110-4

01310-1

PROJECT MEETINGS

SECTION 01310

PROJECT MEETINGS

PART 1 GENERAL

1 .1 PRECONSTRUCTION CONFERENCE

A. Before start of construction, Contracting Officer will arrange an on-site meeting with Contractor.

The meeting agenda will include the following as a minimum:

1. Correspondence procedures

2. Designation of responsible personnel

3. Labor standards provisions

4. Payroll reports

5. Changes

6. Payments to Contractor

7. Subcontractors

8. National Park Service regulations

9. Accident prevention program (including name of responsible supervisor)

10. Accident reporting

11. Documents required under the contract

12. Park rules and regulations

13. Recycling Program

14. Saturday, Sunday, holiday and night work

15. Safety program (compliance with the "Accident Prevention" clause of the General

Provisions)

16. Tentative construction schedule

17. Submittal of shop drawings, project data, samples, and approved equals

18. Project closeout requirements

19. Relationship of Division 1 to other divisions

01310-2

PROJECT MEETINGS

1 .2 PROGRESS MEETINGS

A. The Contracting Officer will schedule weekly meetings with the Contractor and subcontractors.

B. Subcontractors will not be allowed to work until they have attended a meeting.

C. Additional meetings will be held as needed or for new subcontractors.

D. The meeting agenda will include the following as a minimum:

1. Approval of minutes of previous meetings

2. Review of work progress

3. Field observations, problems, and decisions

4. Identification of problems which impede planned progress

5. Review of submittals schedule and status of submittals

6. Review of off-site fabrication and delivery schedules

7. Status of project record drawings (monthly)

8. Status of operation and maintenance data manuals (monthly)

9. Maintenance of progress schedule

10. Corrective measures to regain projected schedules

11. Planned progress during succeeding work period

12. Coordination of projected progress

13. Maintenance of quality and work standards

14. Effect of proposed changes on progress schedule and coordination

15. Other business relating to work

PART 2 PRODUCTS NOT USED.

PART 4 MEASUREMENT AND PAYMENT

4 .1 PROJECT MEETINGS

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

SECTION 01330 - SUBMITTALS

01330-1

PART 1 GENERAL

1.1 DESCRIPTION

A. The work of this section consists of submittal requirements before and during construction.

1.2 RELATED REQUIREMENTS

A. Project closeout - Section 01770.

1.3 SUBMITTAL AND APPROVAL PROCEDURES

A. All submittals shall be transmitted using National Park Service form DSC-l(CS), dated 11/95. (A copy of the form is included at the end of this section.)

No action will be taken on a submittal item unless accompanied by the transmittal form.

B. As specified in the individual sections, forward submittals to Contracting Officer at least 30 days before need for approval. Unless a different number is specified, submit one reproducible original and two copies of each shop drawing, three copies of manufacturer’s catalog sheets (cut sheets), three specimens of each sample, and three copies of all other submittals requested.

1. Surface Preparation Plan: for work related operations on buildings containing lead paint, includes containment and disposal.

2. Samples: Samples shall be large enough to illustrate clearly the functional characteristics and full range of color, texture, or pattern.

3. Manufacturers’ Catalog Sheets: Submit only pertinent pages: mark each copy of standard printed data to identify specific products proposed for use.

4. Manufacturer’s Application Instructions: When contract documents require compliance with manufacturer’s printed instructions, provide one complete set of instructions for Contracting Officer and keep another complete set of instructions at the project site until substantial completion.

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

D. Approved Equals:

I. For each item proposed as an “approved equal,” submit supporting data including:

a. Drawings and samples as appropriate.

01330-2

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

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

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

e. Manufacturer’s literature regarding installation, operation, and maintenance, including schematics for electrical and hydraulic systems, lubrication requirements, and parts lists. Describe availability of maintenance service, and state source of replacement materials.

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

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

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

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

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

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

3. 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.

E. Coordinate all submittals and review them for legibility, accuracy, completeness, and compliance with contract requirements. Forward submittals that are related to or affect one another as a package to facilitate coordinated review. Each transmittal shall contain only data specific to that individual submittal.

F. Submittal Identification:

1. Identification shall include the park name-package number, project title, contract number, and transmittal number.

2. All sets of shop drawings, manufacturer’s catalog sheets, samples, and other documents submitted to the Contracting Officer must have the identification information stamped on the submittal.

01330-3

3. Identification information shall be applied to the bottom right margin on each page. Identification information on samples shall be applied to the most readily visible area on the sample or on tags attached to sample.

G. Submittal Numbering:

1. Number each submittal consecutively.

2. For re-submittals use the original submittal number, plus a letter suffix beginning with A.

3. Additional re-submittals of the same item shall contain the original number with the next consecutive letter.

H. Contracting Officer’s Review:

1. 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.

2. Any work done or orders for materials or services placed before approval shall be at the Contractor’s own risk.

3. After reviewing submittal, the Contracting Officer will return one copy of form

DSC-1 (CS) and one copy of applicable (marked up) submittal sheets to the

Contractor. Shop drawing review notations will be returned on the reproducible original shop drawing. All other submitted items will be retained. The Contractor is responsible for producing additional copies for his/her own use.

4. 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 the reasons for disapproval. The

Contractor shall revise and resubmit with changes clearly identified.

Sheet: 1 of: TRANSMITTAL - NATIONAL PARK SERVICE Transmittal No.:

Park: Project: Contract No.: Pkg. No.: Date:

Contractor: Subcontractor/Supplier:

NPS ACTION

Specification

Section No.

Description of Item

(Size, Type, Name, Manufacturer, Use, Etc.)

Contractor Signature Recommended by

Title, Date Title Date I hereby certify that this submittal has been reviewed for accuracy, completeness, and compliance with contract requirements (FAR 52.236-21)

Review Comments Action By Date

Contracting Officer’s Representative

Approval of this submittal is subject to the provisions of the contract drawings and specifications. This action is for general concurrence only and the Government is not responsible for errors or omission.

SUBMITTAL LOG DATES: From contractor [ ], To reviewer [ ], From reviewer [ ], To Contractor [ ] Distribution: ( ) Contractor ( ) DSC File ( ) COR ( ) A/E ( ) DSC Interim ( ) COR Interim ( ) Contractor Interim CM-16Rev. 4/00 (Formerly DSC-1(CS)

TRANSMITTAL CONTINUATION - NATIONAL PARK SERVICE Transmittal No.:

Sheet: 1 of:

Park: Project: Contract No.: Pkg. No.: Date:

Contractor: Subcontractor/Supplier:

NPS ACTION

Specification

Section No.

Description of Item

(Size, Type, Name, Manufacturer, Use, Etc.)

Review Comments

CM-16 Rev. 4/00 (Formerly DSC-1(CS)

01360-1

ACCIDENT PREVENTION

SECTION 01360

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 made until the program is approved. The program shall include:

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

2. Weekly and monthly safety meetings.

3. First aid procedures.

4. Outline of each phase of the work, the hazards associated with each major phase, and the methods proposed to ensure property protection and safety of the public, National Park

Service personnel, and Contractor's employees. Identify the work included under each phase by reference to specification section or division numbers. Specifically identify the methods of protecting workers and visitors from exposure to lead paint hazard.

5. Training, both initial and continuing.

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

7. Housekeeping: Section 01570.

B. Certificates: Provide certificates from a mechanic that all mechanical equipment has been inspected and meets OSHA requirements.

C. Submit a copy of test reports, as required by OSHA, for personnel working with hazardous materials, specifically lead based paint hazards.

D. Submit a report of safety meetings and of inspections.

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

1 .3 QUALITY ASSURANCE

01360-2

A. Clauses entitled "Accident Prevention" and "Permits and Responsibilities" of the contract. 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, hoisting equipment, and hazardous plant equipment shall be able to understand signs, signals, and operating instructions, and be capable of operating 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.

Notify Contracting Officer immediately in the event of a reportable accident. Within 7 days of a reportable accident, fill out and forward to Contracting Officer an Accident/Property Damage

Report (Form CM-22). Form may be obtained from the 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 FIRST AID FACILITIES

A. Provide adequate facilities for the number of employees and the type of construction at the site.

2 .2 PERSONNEL PROTECTIVE EQUIPMENT

A. Meet requirements of NIOSH and MSHA.

PART 3 EXECUTION

3 .1 EMERGENCY INSTRUCTIONS

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

3 .2 EGRESS

01360-3

A. Provide and maintain adequate egress at all times in accordance with the Life Safety Code (NFPA

101). No corridor, aisle, stairway, door, or exit shall be obstructed or used in a manner that interferes with egress.

3 .3 PROTECTIVE EQUIPMENT

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

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

3 .4 SAFETY MEETINGS

A. As a minimum, conduct weekly "toolbox" safety meetings. These meetings shall be conducted by a foreman and attended by all construction personnel at the worksite.

B. Conduct monthly safety meetings for all levels of supervision. Notify the Contracting Officer of meeting dates and times. These meetings shall be used to review the effectiveness of the

Contractor's safety effort, to resolve current health and safety problems, to provide a forum for planning safe construction activities, and for updating the accident prevention program. The

Contracting Officer will attend the meeting and enter the results of the meetings into the daily log.

3 .5 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. As a minimum, provide six hard hats for use by visitors. Change liners before reissuing hats.

3 .6 TRAINING

A. First Aid: Provide adequate training to ensure prompt and efficient first aid.

B. Hazardous Material: Train and instruct each employee exposed to hazardous material in safe and approved methods of handling and storage. Hazardous materials are defined as explosive, flammable, poisonous, corrosive, oxidizing, irritating, or otherwise harmful substances that could cause death or injury. In this particular case the potetial hazard is lead based paint.

PART 4 MEASUREMENT AND PAYMENT

4 .1 ACCIDENT PREVENTION

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

12/97 01420-1

REFERENCE STANDARDS

SECTION 01420

1 .1 The following abbreviations, which may be used in the construction specifications, refer to the organizations and specifications of the organizations listed below:

AA Aluminum Association

900 19th Street, NW, Suite 300

Washington, D.C. 20006-2168

AABC Associated Air Balance Council

1518 K Street, NW, Suite 503

Washington, D.C. 20005

AAMA American Architectural Manufacturers Association

1827 Walden Office Square, Suite 104

Schaumberg, Illinois 60173

AAN American Association of Nurserymen

1250 I Street, NW, Suite 500

Washington, D.C. 20005

AASHTO American Association of State Highway and Transportation Officials

444 North Capitol Street, NW, Suite 249

Washington, D.C. 20001

ABMA American Boiler Manufacturers Association

950 N. Glebe Road, Suite 160

Arlington, Virginia 22203-1824

ACI American Concrete Institute

P.O. Box 9094

Farmington Hills, Michigan 48333

ACPA American Concrete Pipe Association

222 West Colinas Boulevard, Suite 641

Irving, Texas 75039-5423

ADC Air Diffusion Council

11 South LaSalle Street, Suite 1400

Chicago, Illinois 60603

AFPA American Forest and Paper Association

1111 19th Street, NW, Suite 800

Washington, D.C. 20036

AGA American Gas Association

1515 Wilson Boulevard

Arlington, Virginia 22209

AHA American Hardboard Association

1210 W. Northwest Highway

Palatine, Illinois 60067-1897

AHAM Association of Home Appliance Manufacturers

20 N. Wacker Drive, Suite 1500

Chicago, Illinois 60606

12/97 01420-2

AI Asphalt Institute

Research Park Drive

P.O. Box 14052

Lexington, Kentucky 40512-4052

AISC American Institute of Steel Construction, Inc.

1 East Wacker Drive, Suite 3100

Chicago, Illinois 60601-2001

AISI American Iron and Steel Institute

1101 17th Street, NW, Suite 1300

Washington, D.C. 20036-4700

AITC American Institute of Timber Construction

7012 S. Revere Parkway, Suite 140

Englewood, Colorado 80112

ALSC American Lumber Standards Committee

P.O. Box 210

Germantown, Maryland 20875

AMCA Air Movement and Control Association

30 W. University Drive

Arlington Heights, Illinois 60004-1893

ANSI American National Standards Institute

11 West 42nd Street, 13th Floor

New York, New York 10036

APA American Plywood Association (See EWA)

APWA American Public Works Association

106 West 11th Street, Suite 1800

Kansas City, Missouri 64105-1806

ARI Air-Conditioning and Refrigeration Institute

4301 Fairfax Drive, Suite 425

Arlington, Virginia 22203

ARM Asphalt Roofing Manufacturers Association

6001 Executive Boulevard, Suite 201

Rockville, Maryland 20852

ASC Adhesive and Sealant Council

1627 K Street, NW, Suite 1000

Washington, D.C. 20006-1707

ASHRAE American Society of Heating, Refrigerating, and Air-Conditioning Engineers

1791 Tullie Circle, NE

Atlanta, Georgia 30329-2305

ASLA American Society of Landscape Architects

4401 Connecticut Avenue, NW

Fifth Floor

Washington, D.C. 20008-2302

ASME American Society of Mechanical Engineers

345 East 47th Street

New York, New York 10017

12/97 01420-3

ASPE American Society of Plumbing Engineers

3617 Thousand Oaks Boulevard, Suite 210

Westlake, California 91362-3649

ASSE American Society of Sanitary Engineering

28901 Clemens Road, Suite 100

Westlake, Ohio 44145

ASTM American Society for Testing and Materials

100 Barr Harbor Drive

West Conshohocken, Pennsylvania 19428-2959

AWI Architectural Woodwork Institute

1952 Isaac Newton Square

Reston, Virginia 20190

AWPA American Wood-Preservers' Association

P.O. Box 286

Woodstock, Maryland 21163-0286

AWPI American Wood Preservers Institute

1945 Old Gallows Road, Suite 550

Vienna, Virginia 22182

AWS American Welding Society, Inc.

550 NW LeJeune Road

Miami, Florida 33126

AWWA American Water Works Association

6666 W. Quincy Avenue

Denver, Colorado 80235

BHMA Builders Hardware Manufacturers Association, Inc.

355 Lexington Avenue, 17th Floor

New York, New York 10017

BIA Brick Institute of America

11490 Commerce Park Drive, Suite 300

Reston, Virginia 22091-1506

BOCA Building Officials Code Administrators

4051 W. Flossmoor Road

Country Club Hills, Illinois 60478-5795

CBM Certified Ballast Manufacturers

1422 Euclid Avenue, Suite 402

Cleveland, Ohio 44115-2851

CDA Copper Development Association, Inc.

260 Madison Avenue, 16th Floor

New York, New York 10016-2401

CE Corps of Engineers

(Chief of Engineers - Referral, U.S. Department of the Army)

Washington, D.C. 20314

CID Commercial Item Description

See General Provisions

CISPI Cast Iron Soil Pipe Institute

5959 Shallowford Road, Suite 419

Chattanooga, Tennessee 37421

12/97 01420-4

CLFMI Chain Link Fence Manufacturers Institute

9891 Broken Land Parkway, Suite 300

Columbia, Maryland 21046

CRA California Redwood Association

405 Enfrente Drive, Suite 200

Novato, California 94949

CRI Carpet and Rug Institute

Box 2048

Dalton, Georgia 30722-2048

CRSI Concrete Reinforcing Steel Institute

933 N. Plum Grove Road

Schaumburg, Illinois 60173-4758

CS Commercial Standard of NBS

(U.S. Department of Commerce)

Government Printing Office

Washington, D.C. 20402

CSSB Cedar Shingle and Shake Bureau

515 116th Avenue, Suite 275

Bellevue, Washington 98004-5294

DHI Door and Hardware Institute

14170 Newbrook Drive

Chantilly, Virginia 22021-2223

EPA Environmental Protection Agency

401 M Street, SW

Washington, D.C. 20460

EWA Engineered Wood Association

P.O. Box 11700

Tacoma, Washington 98411-0700

FHA Federal Housing Administration

(U.S. Department of Housing and Urban Development)

451 7th Street, SW

Washington, D.C. 20201

FHVA Fine Hardwood Veneer Association

260 S. First Street, Suite 2

Zionsville, Indiana 46077

FM Factory Mutual Engineering Corporation

1151 Boston-Providence Turnpike

P.O. Box 9102

Norwood, Massachusetts 02062

FS Federal Specifications

See General Provisions

GA Gypsum Association

810 First, NE, Suite 510

Washington, D.C. 20002

GANA Glass Association of North America

3310 SW Harrison Street

Topeka, Kansas 66611-2279

12/97 01420-5

HI Hydronics Institute

35 Russo Place

P.O. Box 218

Berkeley Heights, New Jersey 07922

HMA Hardwood Manufacturers Association

(Formerly Southern Hardwood Lumber Manufacturers Association)

400 Penn Center Boulevard, Suite 531

Pittsburgh, Pennsylvania 15235

HPMA Hardwood Plywood Manufacturers Association

P.O. Box 2789

Reston, Virginia 22090-2789

IA Irrigation Association

1911 N. Fort Myer Drive, Suite 1009

Arlington, Virginia 22209-1630

ICBO International Conference of Building Officials

5360 S. Workman Mill Road

Whittier, California 90601

ICEA Insulated Cable Engineers Association, Inc.

P.O. Box 440

South Yarmouth, Massachusetts 02664

IEEE The Institute of Electrical and Electronics Engineers

345 E. 47th Street

New York, New York 10017-2394

IES Illuminating Engineering Society of North America

120 Wall Street, FI 17

New York, New York 10005-4001

IGCC Insulating Glass Certification Council

3393 Route 11, Industrial Park

P.O. Box 2040

Cortland, New York 13045-0950

ILIA Indiana Limestone Institute of America, Inc.

Suite 400, Stone City Bank Building

Bedford, Indiana 47421

KCMA Kitchen Cabinet Manufacturers Association

1899 Preston White Drive

Reston, Virginia 22091-4326

LIA Lead Industries Association, Inc.

295 Madison Avenue, 19th Floor

New York, New York 10017

MBMA Metal Building Manufacturers Association

1300 Sumner Avenue

Cleveland, Ohio 44115-2851

MFMA Maple Flooring Manufacturers Association

60 Revere Drive, Suite 500

Northbrook, Illinois 60062

MIA Marble Institute of America

30 Eden Alley, Suite 201

Columbus, Ohio 43215

12/97 01420-6

MIMA Mineral Insulation Manufacturers Association

1420 King Street

Alexandria, Virginia 22314

MLSFA Metal Lath/Steel Framing Association - A Division of NAAMM

8 South Michigan Avenue, Suite 1000

Chicago, Illinois 60603

MS Military Standardization Documents

See General Provisions

MSHA Mine Safety and Health Administration

4015 Wilson Boulevard, Room 601

Arlington, Virginia 22203

MSS Manufacturers Standardization Society of the Valve and Fittings Industry

127 Park Street, NE

Vienna, Virginia 22180

NAAMM The National Association of Architectural Metal Manufacturers

8 South Michigan Avenue, Suite 1000

Chicago, Illinois 60603

NACE National Association of Corrosion Engineers

1440 South Creek Drive

P.O. Box 218340

Houston, Texas 77218-8340

NAIMA North American Insulation Manufacturers Association

44 Canal Center Plaza, Suite 310

Alexandria, Virginia 22314

NAPA National Asphalt Pavement Association

NAPA Building

5100 Forbes Boulevard

Lanham, Maryland 20706-4413

NAPCA National Association of Pipe Coating Applicators

8th Floor, Commercial National Bank Building

333 Texas Street, Suite 800

Shreveport, Louisiana 71101-3673

NBS National Bureau of Standards

(U.S. Department of Commerce)(See NIST)

NCMA National Concrete Masonry Association

2302 Horse Pen Road

Herndon, Virginia 22071-3499

NEC National Electrical Code (by NFPA)

NECA National Electrical Contractors Association

3 Bethesda Metro Center, Suite 1100

Bethesda, Maryland 20814

NELM Northeastern Lumber Manufacturers' Association

272 Tuttle Road

P.O. Box 87A

Cumberland Center, Maine 04021-0687

12/97 01420-7

NEII National Elevator Industry, Inc.

185 Bridge Plaza North, Suite 310

Fort Lee, New Jersey 07024

NEMA National Electrical Manufacturers Association

2101 L Street, NW, Suite 300

Washington, D.C. 20037-1526

NFPA National Fire Protection Association

1 Batterymarch Park

P.O. Box 9101

Quincy, Massachusetts 02269-9101

NHLA National Hardwood Lumber Association

P.O. Box 34518

Memphis, Tennessee 38184-0518

NHPMA Northern Hardwood and Pine Manufacturers Association, Inc., c/o Northern Softwood Lumber Bureau

Box 217

Dear River, Minnesota 56636

NIOSH National Institute for Occupational Safety and Health

NIOSH Building 1, Room 3007

1600 Clifton Road, NE

Atlanta, Georgia 30333

NIST National Institute of Standards and Technology

(US Department of Commerce)

Administration Building, Room E128

Gaithersburg, Maryland 20899

Send requests for publications to:

Superintendent of Documents

Government Printing Office

Washington, D.C. 20402

NOFMA National Oak Flooring Manufacturers Association

P.O. Box 3009

Memphis, Tennessee 38173-0009

NPA National Particleboard Association

18928 Premiere Court

Gaithersburg, Maryland 20879-1569

NRCA National Roofing Contractors Association

O'Hare International Center

10255 W. Higgins Road, Suite 600

Rosemont, Illinois 60018-5607

NSF National Sanitation Foundation

3475 Plymouth Road

P.O. Box 130140

Ann Arbor, Michigan 48113-0140

NTMA The National Terrazzo and Mosaic Association

3166 Des Plaines Avenue, Suite 132

Des Plaines, Illinois 60018

12/97 01420-8

NWWDA National Wood Window and Door Association

1400 East Touhy Avenue, Suite 470

Des Plaines, Illinois 60018

OSHA Occupational Safety and Health Administration

(U.S. Department of Labor)

Government Printing Office

Washington, D.C. 20402

PCA Portland Cement Association

5420 Old Orchard Road

Skokie, Illinois 60077-1083

PCI Precast/Prestressed Concrete Institute

175 W. Jackson Boulevard

Chicago, Illinois 60604

PDI Plumbing and Drainage Institute

45 Briston Drive, Suite 101

South Euston, Massachusetts 02375

PEI Porcelain Enamel Institute, Inc.

4004 Hillsboro Pike, Suite 224-B

Nashville, Tennessee 37215

PI Perlite Institute, Inc.

88 New Dorp Plaza

Staten Island, New York 10306

PS Product Standard of NBS (U.S. Department of Commerce)

Government Printing Office

Washington, D.C. 20402

RFCI Resilient Floor Covering Institute

966 Hungerford Drive, Suite 12-B

Rockville, Maryland 20850

RIS Redwood Inspection Service (Grading Rules)

405 Enfrente Drive, Suite 200

Novato, California 94949

RMMI Rocky Mountain Masonry Institute

1780 South Bellaire Street, No. 602

Denver, Colorado 80222

SCMA Southern Cypress Manufacturers Association

400 Penn Center Blvd., Suite 530

Pittsburgh, Pennsylvania 15235

SDI Steel Deck Institute

P.O. Box 9506

Canton, Ohio 44711

SDI Steel Door Institute

30200 Detroit Road

Cleveland, Ohio 44145-1967

SFPA Southern Forest Products Association

P.O. Box 52468

New Orleans, Louisiana 70152

12/97 01420-9

SGCC Safety Glazing Certification Council

ETL Testing Labs, Inc., Industrial Park

3933 U.S. Route 11

P.O. Box 2040

Cortland, New York 13045-0950

SIGMA Sealed Insulating Glass Manufacturers Association

401 N. Michigan Avenue

Chicago, Illinois 60611

SJI Steel Joist Institute

3127 10th Avenue, North Ext.

Myrtle Beach, South Carolina 29577-6760

SMACN

A

Sheet Metal and Air-Conditioning Contractors' National Association

4201 Lafayette Center Drive

Chantilly, Virginia 22021

SPIB Southern Pine Inspection Bureau (Grading Rules)

4709 Scenic Highway

Pensacola, Florida 32504-9094

SSPC Steel Structures Painting Council

40 24th Street, 6th Floor

Pittsburgh, Pennsylvania 15222-4643

SWI Steel Window Institute c/o Thomas Associates, Inc.

1300 Sumner Avenue

Cleveland, Ohio 44115-2851

TCA Tile Council of America

100 Clemson Research Boulevard

Anderson, South Carolina 29625

TIMA Thermal Insulation Manufacturers Association (See NAIMA)

TPI Truss Plate Institute

583 D'Onofrio Drive, Suite 200

Madison, Wisconsin 53719

UBC Uniform Building Code (by ICBO)

UL Underwriters Laboratories, Inc.

333 Pfingsten Road

Northbrook, Illinois 60062

USDA U.S. Department of Agriculture

Independence Avenue, between 12th and 14th Streets, SW

Washington, D.C. 20250

WCLB West Coast Lumber Inspection Bureau (Grading Rules)

P.O. Box 23145

Portland, Oregon 97281

WIC Woodwork Institute of California

P.O. Box 980247

3164 Industrial Boulevard

West Sacramento, California 95798-0247

12/97 01420-10

WMMPA Wood Moulding and Millwork Producers Association

P.O. Box 25278

Portland, Oregon 97225-0278

WRI Wire Reinforcement Institute, Inc.

203 Loudoun Street, SW

Leesburg, Virginia 22075

WSFI Wood and Synthetic Flooring Institute (See MFMA)

WWPA Western Wood Products Association (Grading Rules)

Yeon Building

522 S.W. 5th Avenue

Portland, Oregon 97204-2122

WWPA Woven Wire Products Association

2515 Nordica Avenue

Chicago, Illinois 60635

PART 2 PRODUCTS- NOT USED.

PART 3 EXECUTION- NOT USED.

PART 4 MEASUREMENT AND PAYMENT- NOT USED.

12/97 01430-1

CONTRACTOR QUALITY CONTROL

SECTION 01430

A. The work of this section consists of preparing and executing a quality control program during performance of this painting contract.

1 .2 SUBMITTALS

A. Quality Control Plan: At the time of the preconstruction conference, submit for approval a written Contractor

Quality Control (CQC) plan. If the plan requires any revisions or corrections, the Contractor shall resubmit the plan within 10 days. The Government reserves the right to require changes in the plan during the contract period as necessary to obtain the quality specified. No change in the approved plan may be made without written concurrence by the Contracting Officer. The plan shall include:

1. A list of personnel responsible for quality control and assigned duties. Include each person's qualifications.

2. A copy of a letter of direction to the Contractor's quality control supervisor outlining assigned duties.

3. Names and descriptions of laboratories to perform sampling and testing, and samples of proposed report forms.

4. Methods of monitoring and controlling environmental pollution and contamination as required by regulations and laws.

5. Methods of performing, documenting, and enforcing quality control of all work.

B. Daily Submittals: Submit Daily Quality Control Report showing all inspections and tests on the first workday following the date covered by the report.

C. Tests: Submit triplicate copies of complete test results not later than three calendar days after the test was performed. Submit failing test results and proposed remedial actions within four hours of noted deficiency.

D. Off Site Inspection Reports: Submit prior to shipment.

E. Progress Payments: If the CQC plan and Daily Quality Control Reports are not submitted in a timely manner, the Contracting Officer may retain an appropriate amount of the applicable progress payment.

1 .3 QUALITY ASSURANCE

A. General: Except for tests or other items of work specified to be performed by the Government, the quality of all work shall be the responsibility of the Contractor. Inspect and test all work often enough to ensure that the quality of materials, workmanship, construction, finish, and functional performance is in compliance with applicable specifications and drawings.

B. Quality Control Staff: The Contractor's job supervisory staff may be used for quality control, supplemented as necessary by additional technicians. The Contractor's designated Quality Control Supervisor shall be employed full time at the project site whenever contract work is in progress.

12/97 01430-2

PART 2 PRODUCTS NOT USED.

3 .1 OFF-SITE CONTROL

A. Items that are fabricated or assembled off-site shall be inspected for quality control at the place of fabrication.

3 .2 ON-SITE CONTROL

A. Notify the Contracting Officer at least 24 hours in advance of the initial and follow-up phases.

B. Preparatory: Perform before beginning each feature of work.

1. Review control submittal requirements with personnel directly responsible for the quality control work.

2. Ensure that provisions have been made for field control testing.

3. Examine the work area to ensure that all preliminary work has been completed.

4. Verify all field dimensions and advise the Contracting Officer of discrepancies.

5. Ensure that necessary equipment and materials are at the project site and that they comply with approved shop drawings and submittals.

C. Initial: As soon as work begins, inspect and test a representative portion of a particular feature of work for quality of workmanship. Review control testing procedures to ensure compliance with contract requirements.

D. Follow-Up: Inspect and test as work progresses to ensure compliance with contract requirements until completion of work.

3 .3 DOCUMENTATION

A. Maintain Daily Quality Control Reports (sample attached) of quality control activities and tests. Daily Quality

Control Reports may not be substituted for other written reports required under the General Provisions, such as

Disputes, Differing Site Conditions, or Changes.

3 .4 ENFORCEMENT

A. The Contractor shall stop work on any item or feature pending satisfactory correction of any deficiency noted by the quality control staff or the Contracting Officer. Construction shall not proceed on any feature of work containing uncorrected work.

4 .1 CONTRACTOR QUALITY CONTROL

12/97 01430-3

CONTRACTOR'S Q.C. DAILY REPORT

REPORT NO. SHEET 1 OF

PROJECT CONTRACT NO. DATE

PARK CONTRACTOR'S REPRESENTATIVE ON THE JOB

WEATHER (Rain, Snow, Cloudy, Windy, etc.)

RAINFALL

Inches

TEMPERATURE GROUND CONDITIONS (Dry, Damp, Wet, Frozen, etc.)

MAX. MIN.

1. PRIME CONTRACTOR

NO. EMPLOYEES BY JOB CATEGORIES Hours HEAVY EQUIPMENT ON

JOB

NO.

UNITS

HRS. WORKING

YES NO Comments

WORK PERFORMED BY PRIME CONTRACTOR:

MATERIALS DELIVERED OFFICIAL VISITORS TO SITE

2A. SUBCONTRACTOR, : (If more than one subcontractor use copies of following page.)

NO. EMPLOYEES BY JOB CATEGORIES Hours HEAVY EQUIPMENT ON

JOB

NO.

UNITS

WORK PERFORMED BY SUBCONTRACTOR:

3. SPECIFIC INSPECTIONS: (Inspections performed, results, and corrective actions)

4. TESTING: 1 Check if any testing was performed today. (Complete and attach Test Report Information Sheets.)

Type and Location of Testing:

5. VERBAL INSTRUCTION RECEIVED FROM GOVERNMENT ON CONSTRUCTION DEFICIENCIES OR RE-TESTING

REQUIRED:

6. REMARKS:

7. CERTIFICATION:

I certify that the above report is complete and correct and that I, or my authorized representative, have inspected all work performed this day by the prime contractor and each subcontractor and determined that all materials, equipment, and workmanship are in strict compliance with the plans and specifications except as may be noted above.

Contractor's Designated Quality Control Representative

12/97 01430-4

SUBCONTRACTOR WORK CONTINUED: CONTRACT NO. REPORT NO.

SHEET OF

2 SUBCONTRACTOR,

NO. EMPLOYEES BY JOB CATEGORIES Hours HEAVY EQUIPMENT ON

JOB

NO.

UNITS

2 SUBCONTRACTOR,

NO. EMPLOYEES BY JOB CATEGORIES Hours HEAVY EQUIPMENT ON

JOB

NO.

UNITS

JOB

NO.

UNITS

JOB

NO.

UNITS

YES NO COMMENTS

12/97 01430-5

TEST REPORT INFORMATION SHEET

CONTRACT NO. REPORT NO.

SHEET OF

1. Individual Making Inspection or Test:

2. Testing Laboratory; Name: Phone #:

Address:

3. Description of Work and Test Method:

4. Location of Samples and Tests or Inspections:

5. Specification Section:

6. Inspection or Test Data:

7. Test Results and Interpretations of Test Results:

8. Comments or Professional Opinion About Compliance of Inspected Work or Tested Work with contract Document Requirements:

9. Recommendations:

10. Corrective Actions Taken:

CERTIFICATION:

I certify that the above testing report is complete and correct and that all testing performed this day for this contract is in strict compliance with the plans and specifications except as noted above.

Signature of Inspector

SECTION 1600

MATERIAL AND EQUIPMENT

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

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. Interior Storage: Maintain temperature and humidity within the ranges required by manufacturer's instructions.

C. Exterior Storage:

1. Store products subject to damage by the elements in weathertight enclosures.

2. Store fabricated products above the ground, on blocking or skids; prevent soiling or staining. Cover products subject to damage or deterioration with impervious sheet coverings; provide adequate ventilation to avoid condensation.

3. Store loose granular materials in a well-drained area on solid surfaces to prevent mixing with foreign matter.

D. 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.

3 .1 MATERIAL AND EQUIPMENT

12/97 01600-1

MATERIAL AND EQUIPMENT

SECTION 100

07/99 01770-1

PROJECT CLOSEOUT

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

PART 2 PRODUCTS

2 .1 CLEANING MATERIALS

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

3 .1 CLEANING

A. Before scheduling the final inspection, remove all tools, equipment, surplus materials, and rubbish. Restore or refinish surfaces that are damaged due to work of this contract to original condition. Remove grease, dirt, stains, foreign materials, and labels from finished surfaces.

Thoroughly clean building interiors. Pick up all construction debris from the site. At time of final inspection, project shall be thoroughly clean and ready for use.

3 .2 CLOSEOUT SUBMITTALS

A. Submit before final inspection request.

1. Guarantees and Bonds: As specified in individual sections.

2. Spare Parts and Materials: As specified in individual sections.

3. All product submittals are provided and accepted.

3 .3 SUBSTANTIAL COMPLETION AND FINAL INSPECTION

A. When project, or designated portion of project, is substantially complete, request in writing a final inspection. Upon receipt of written request that project is substantially complete, the Contracting

Officer will proceed with inspection within 10 days of receipt of request or will advise the

Contractor of items that prevent the project from being designated as substantially complete.

B. If, following final inspection, the work is determined to be substantially complete, Contracting

Officer will prepare a list of deficiencies to be corrected before final acceptance and issue a Letter of Substantial Completion. Contractor shall complete the work described on the list of deficiencies within 30 calendar days, as weather permits. If the Contractor fails to complete the work within this time frame, the Contracting Officer may either replace or correct the work with an appropriate reduction in the contract price or charge for reinspection costs in accordance with the Inspection of Construction clause of the contract..

07/99 01770-2

C. If, following final inspection, the work is not determined to be substantially complete, Contracting

Officer will notify Contractor in writing. After completing work, Contractor shall request a new final inspection. All reinspection costs may be charged against the Contractor in accordance with the Inspection of Construction clause of the contract.

3 .4 FINAL ACCEPTANCE OF THE WORK

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

4 .1 PROJECT CLOSEOUT

SECTION 09900 - PAINTING

09900-1

PART 1: GENERAL

1.01 SUMMARY

A. The work done under this contract includes all labor, materials and incidentals required to do a complete job of painting the exterior of government buildings located within Point Reyes NS.

B. “Paint”, as used herein, means all coating systems materials, including primers. emulsions, enamels, sealers, and fillers, stains, and other applied materials, whether used as prime, intermediate, or finish coats.

C. All surfaces previously painted are to be repainted including walls, trim and railings. The colors shall match existing and will be determined at a later date and selected by the Contracting Officer.

D. Surfaces to be painted will include: all wall surfaces previously painted, new wood, wood window frames (sash not to be painted), pipes and conduits attached to the exterior wall surfaces, metal flashing except roof vent pipes, decorative items, or items whose operation will be compromised, electrical circuit panels, rafter tails, gutters, and exposed surfaces of foundations.

E. Contractor will be required to seal all existing gaps between wall surfaces and trim using a non-shrink, paintable caulk.

1.02 SUBMIITTALS

A. Manufacturer’s Data: Submit three copies of manufacturer’s specifications, including paint label analysis and application instructions for each material specified. Data is to be submitted and approved before work begins.

B. Colors: Paint samples may be taken from the buildings to allow the

Contractor’s paint supplier to match the existing colors as closely as possible. The final determination of actual color shall be selected by the

Contracting Officer. Samples to be 36” x 36” minimum; provide adequate samples until sheen and finish are acceptable. These will serve as quality comparisons.

C. Sealants and caulks: Provide three samples of proposed products.

D. As specified in Section 01300.

09900-2

1.03 CLOSEOUT SUBMITTAL

A. As specified in Section 01770

B. Provide manufacturers maintenance and cleaning data

C. Submit one gallon of virgin paint for each color selected

1.04 QUALITY ASSURANCE

A. Qualifications of Painters: Use only qualified journeyman painters for the mixing application of paint on exposed surfaces; in the acceptance or rejection of installed painting, no allowance will be made for the lack of skill on the part of the painters. Contractor will possess a valid C-33

Painting and Decorating license from the State of California.

B. Project inspection: Surface preparation and application of primer(or first coat) on the trim and all other painted surfaces shall be inspected (and approved) by the Contracting Officer prior to the next (or final) coat of paint shall be applied.

C. Inspection and acceptance of the primer or first coat application by the

Contracting Officer is required before the contractor may proceed to the next phase of the painting operation.

D. Federal Specifications: Federal Specifications referenced define the general type and quality of paint required, but are not intended to limit acceptable materials to an exact formulation.

E. Comply with applicable regulations of OSHA, 28 CFR 1926-1993, and

EPA and State of California regulations regarding Volatile Organic

Compounds (VOC).

F. Paint thickness, where specified, is minimum dry film thickness. Paint thickness shall meet manufacturer’s recommendation for minimum dry film thickness measured in mils.

G. For unspecified materials such as turpentine or linseed oil, provide best grade recommended by selected manufacturer.

H. Guarantee all surface finishes for the guarantee period to remain free of defects including serious or uneven fading, and evidence of blistering, peeling or chalking

09900-3

1.05 PRODUCT HANDLING

A. Delivery and Storage: Deliver all materials to the job site in original, new, and unopened packages and containers bearing manufacturer’s name and level.

1.06 HAZARDOUS MATERIALS

A. Preparing historic buildings for new paint will likely disturb existing, lead-based paint finishes. The contractor shall comply with applicable codes and regulations regarding the removal and disposal of lead paint. Part 3

– Execution, below, describes several procedures the Park expects the contractor to include in the lead-based paint removal and disposal safety plan. The contractor shall ensure that removal and disposal regulations are met, and worker safety is maintained

1.07 PROJECT CONDITIONS

A. Use extra care in the protection, preparation, and painting of features and materials on historic structures. Protect adjacent historic and non-historic materials.

B. The use of burning tools or any…