Attachment_3_baldmtn_CSIspecs.pdf

BALD MOUNTAIN REPEATER BUILDINGS REPLACEMENT

USDA FOREST SERVICE REGION 1 – BONNER COUNTY, ID

UTILITY SHUTDOWN NOTICE - 1

UTILITY SHUTDOWN NOTICE:

Contractor shall be responsible for providing a minimum 72-hour advanced written notice to the Contracting Officer for any interruption of utility service to the Bald Mountain repeater and generator buildings during the entire construction period – without exception.

Coordinate with the Contracting Officer to establish necessary temporary utility service to occupied areas of the building during the temporary shutdown period(s).

The Contractor shall pay all costs associated with setting and removing temporary utility service to occupied areas of the building.

Scheduled utility shutdowns shall be approved or disapproved, in writing, by the Contracting Officer.

TABLE OF CONTENTS – VOLUME 1 TBC-1

TABLE OF CONTENTS

The following listed documents comprise the Project Manual for Bald Mountain Repeater Buildings Replacement, USDA Forest Service Region 1 – Bonner County, ID. Numbering of Divisions conforms to CSI Format for Building Specifications; Divisions and Sections not appearing are not applicable.

UTILITY SHUTDOWN NOTICE

TECHNICAL SPECIFICATIONS

DIVISION 01 – GENERAL REQUIREMENTS

010100 SUMMARY OF WORK

010900 REFERENCE STANDARDS

013000 SUBMITTALS

P Certificate of Compliance

013100 PROJECT MANAGEMENT AND COORDINATION

P CSI Form 13.2A RFI

013200 SCHEDULES AND MONTLY INSPECTIONS

014000 CONTRACTOR QUALITY CONTROL

P Contractor’s Quality Control Daily Report Form (2 pgs.)

P Daily Test Report Information Form

016000 PRODUCT REQUIREMENTS

P Substitution Request Form

017000 PROJECT CLOSEOUT

017300 EXECUTION

017823 OPERATION AND MAINTENANCE DATA

P Equipment Data Sheet

017839 PROJECT RECORD DOCUMENTS

DIVISION 02 – EXISTING CONDITIONS

020700 SELECTIVE DEMOLITION

DIVISION 03 - CONCRETE

033000 CAST-IN-PLACE CONCRETE

DIVISION 05 – METALS

051200 STRUCTURAL STEEL FRAMING

054000 COLD-FORMED METAL FRAMING

DIVISION 06 – WOOD, PLASTICS, AND COMPOSITES

061600 SHEATHING

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

072100 THERMAL INSULATION

074113 METAL ROOF AND WALL PANELS AND TRIM

076200 SHEET METAL FLASHING AND TRIM

079200 JOINT SEALANTS

DIVISION 08 – OPENINGS

081113 HOLLOW METAL DOORS AND FRAMES

083114 ROOF ACCESS HATCHES AND FRAMES\

TABLE OF CONTENTS – VOLUME 1 TBC-2

087100 DOOR HARDWARE

DIVISION 23 – HEATING VENTILATING AND AIR CONDITIONING

230513 COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT

230900 INSTRUMENTATION AND CONTROL FOR HVAC

233423 HVAC POWER VENTILATORS

238126 SPLIT SYSTEM AIR CONDITIONERS

238239 UNIT HEATERS

DIVISION 26 – ELECTRICAL

260450 BASIC ELECTRICAL REQUIRMENTS

260500 COMMON WORK RESULTS FOR ELECTRICAL

260510 ELECTRICAL PROVISIONS OF MECHANICAL WORK

260519 LOW VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

260526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

260533 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS

260553 IDENTIFICATION FOR ELECTRICAL SYSTEMS

262416 PANELBOARDS

262726 WIRING DEVICES

262813 FUSES

262913 ENCLOSED CONTROLLERS

DIVISION 31 – EARTH WORK

311000 SITE CLEARING

312000 EARTH MOVING

END OF TABLE OF CONTENTS

SUMMARY OF WORK 010100 - 1

SECTION 010100 - SUMMARY OF WORK

PART 1 - SUMMARY

1 .1 DESCRIPTION

A. The Work of this Contract includes, but is not limited to, renovation of the existing Bald Mountain Repeater and Generator Buildings. Total aggregate gross square footage for the two separate buildings is approximately 360 S.F. divided approximately equally between two (2) structures. The Work shall be conducted in one (1) Phase under one (1) Contract.

B. The Bald Mountain Repeater and Generator Buildings Replacement will consist of selective demolition of existing and abandoned equipment, electrical distribution system, roof, and finishes, installation of new structural wall and roof structure and metal panel finish, installation of new door and salvaged doors and new roof access hatches and ladders, new electrical and mechanical systems. Refer to the Construction Documents and Project Manual for full description of the Work.

1 .2 LOCATION AND ACCESS

A. The Work to be conducted is located on Bald Mountain in Bonner County, Idaho approx 8.5 miles (straight line distance) from Sandpoint, ID. The work site is located in T58N R3W SW ¼ Sec 35 B.M.

B. Depending on weather conditions, the main roads may be impassable - high clearance vehicles will be required during summer months and Snowmobiles in the winter months.

1 .3 USE OF THE PREMISES

A. Contractor shall coordinate Work of this Contract with the Sandpoint Ranger District and the Contracting Officer.

1. Additional entities may require coordination through the Contracting Officer.

B. During the Work, the Contractor shall:

1. Cooperate with all entities listed above to minimize conflicts and facilitate operations.

2. Reach Substantial Completion and shall remediate any and all non-conforming or incomplete

Work and perform all prerequisites to the issuance of a Certificate of Substantial Completion on or before the aforementioned dates.

3. Maintain and protect the equipment located within the project site and insure that it remains fully operational at all times. The equipment contained within the existing buildings is required for the welfare and life safety of the area.

C. Keep roads, and entrances serving the premises clear at all times. Do not use these areas for parking or storage of materials. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on site.

D. The Contractor and its’ subcontractors shall comply with all applicable federal, state and local environmental laws and regulations, including but not limited to those involving hazardous waste. The Contractor and any subcontractors shall participate in all meetings necessary or requested with The Contracting Officer, and any federal, state, or local government official responsible for environmental enforcement or inspection to discuss compliance with the obligation set forth in this paragraph. The Contractor shall make all reports and require subcontractors to make all reports requested by the Contracting Officer or required by law concerning the obligations set forth in this paragraph.

SUMMARY OF WORK 010100 - 2

E. Pollution of natural resources of air, land, and water by operations under this Contract shall be prevented, controlled, and abated in accordance with the rules, regulations, and standards adopted and established by the U.S. Government. The Contractor shall provide such air and water pollution control measures required complying with the minimum standards established by such agencies.

1. The Contractor shall be aware of all applicable State requirements and similar state or federal requirements pertaining to control of or abatement of air pollution. The Contractor shall have provided or be prepared to provide such air pollution control measures as are required to comply with the minimum standards established by such agencies.

F. The Contractor shall schedule and conduct operations so as to minimize erosion of soils and prevent sediment from entering the storm drainage system or washing to other low areas. The Contractor shall incorporate all permanent erosion control features into the Work at the earliest practicable time, and provide such temporary control measures as may be needed during construction to serve until the permanent features are completed.

G. The Contractor shall provide:

1. ONE (1) FULL-TIME CONTINUOUS ON-SITE PROJECT SUPERINTENDENT for Project construction oversight.

2. Personnel properly trained and experienced in the position held. While scheduled work operations are being conducted by the Contractor or prime-subcontractors, regardless of day or work hour, oversight by the Project Superintendent is required.

H. The Contractor shall be responsible for the safety of all workers and the quality of all Work. The Contractor’s designated on-site Project Superintendent shall not be simultaneously employed as a laborer or subcontractor, and shall have not have the added responsibility of physically doing labor or craft skills that would deter from assigned management duties.

I. Work on Saturdays, Sundays, holidays or at night may be performed only with prior consent of the Contracting Officer. The Contractor shall provide Contracting Officer 72 hours prior notice. No Work will be approved during these time frames unless the Work is directly supervised by the Contractor’s Project Superintendent and the crews that plan to work have worked the previous five (5) work days or 40 regular hours or the weather has precluded working those days. In cases of legitimate emergencies, sound judgment shall be exercised. Work performed during odd hours of the day or weekends or holidays shall not be permitted without the on-site supervision of the Project Superintendent.

J. The Contractor is responsible for proper storage of materials to within the construction limits as indicated on the Drawings for construction under this Contract. Coordinate deliveries so that deliveries fit available storage area. Refer to Drawings for designated staging/storage areas available to the Contractor.

K. Unless otherwise noted, open flame or burning are not permitted in the building or on the Project Site.

L. Smoking is strictly prohibited in the building or on the Project Site. This also includes other buildings occupied by the Contractor, with the exception of designated smoking areas.

1 .4 SPECIAL CONSTRUCTION REQUIREMENTS

A. The contractor shall coordinate construction access, timing, and completion and project schedule with the following milestone dates:

1. Coordinate Work with the Contracting Officer by developing a “Work Plan.” The Plan shall document the scheduled, timely, diligent, and safe completion of the Project by the Date of Substantial Completion. The Plan shall include:

a. A Construction Schedule.

SUMMARY OF WORK 010100 - 3

b. Work within the occupied building.

c. Methods to accommodate maintain existing equipment in service.

d. Seasonal transportation of materials and employees to the project site.

2. The Contractor’s staging area shall be mutually agreed upon by the Contracting Officer and Contractor and documented in writing prior to construction activities.

1 .5 WORK UNDER OTHER CONTRACTS

A. The Government reserves the right to award separate contracts for other work within the Work of this Contract. Other Work performed under separate Contract(s) may be conducted simultaneously with Work under this Contract.

B. The Contractor shall cooperate fully with separate Contractors so that Work under those contracts may be carried out smoothly without interruption, interference, or delay to Work under this Contract.

1 .6 SECURITY

A. The Project Superintendent shall be responsible for securing the Project Site, and staging areas at the end of each workday and shall coordinate with other Contractors on site to maintain security. All doors, windows, etc. shall be closed and locked. Power equipment used for construction activities shall be unplugged, flammable materials properly stored, equipment properly secured and locked, and ladders taken down and stored.

B. Do not leave vehicles or equipment unlocked, secure at the end of each workday.

1 .7 HAULING AND MOVING RESTRICTIONS

A. Hauling Restrictions: Comply with all legal load restrictions in the hauling of materials. Information regarding rules and regulations for vehicular traffic on forest roads may be obtained from the Contracting Officer. A special permit will not relieve Contractor of liability for damage, which may result from moving of equipment or materials.

1.9 SPECIAL CONSTRUCTION REQUIREMENTS

A. Forest road maintenance and construction projects may affect the Contractor’s operations. It shall be the Contractor’s responsibility to coordinate exact schedules. Information regarding road delays and closures may be obtained from the Contracting Officer.

B. Importation of non-native species and materials:

1. All vehicles and equipment shall be free of mud, weeds, and other unwanted substances. Steam clean all earth-moving equipment (excluding hauling vehicles) prior to delivery. Clean hauling vehicles before their initial delivery and subsequent deliveries will not require cleaning unless requested.

2. Borrow and fill materials, fiber mulch and other site materials must be certified weed-free or be acquired from sources approved by the Contracting Officer.

B. Take every precaution and make every effort to protect the delicate environment. Store all fuel tanks and fuel trucks at staging areas in a safe manner. Use fuel absorbent mats when refueling equipment.

Refuel equipment at locations to restrict spills from entering aquatic environments. Dispose of contaminated soils according to Federal, State and local regulations.

SUMMARY OF WORK 010100 - 4

1.10 PRESERVATION OF NATURAL FEATURES

A. Confine all operations to work limits of the Project. Prevent damage to natural surroundings. No activity, including vehicle or material use or storage, will be allowed outside the work limits. Restore damaged areas at no additional expense to the satisfaction of the Contracting Officer. The following steps will be taken by the Contractor to minimize environmental impacts:

1. Parking is allowed only within the limits agreed to in writing by Contracting Officer and Contractor.

2. Provide temporary barriers to protect existing trees and plants, especially root zones.

3. Do not remove, drive over with vehicles, injure, or destroy trees or other plants without written approval from the Contracting Officer. Consult with the Contracting Officer and remove agreed on roots and branches that interfere with construction.

4. Trenching routes and disturbance zones will be flagged by the Contractor and approved by The Contracting Officer. All flagging and debris will be removed from the area after the Work is complete.

5. All access to the Project Site and construction limits are indicated on the Drawings and are to be strictly adhered to. The Contractor shall restore the designated site and construction area upon completion of the Work to the satisfaction of The Contracting Officer.

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

7. Carefully supervise excavating, grading, filling, and other construction operations near trees, wetlands, and thermal areas to prevent damage.

B. Confine storage of materials to within the construction limits.

C. Maintaining Project Fencing:

1. Install and maintain fenced areas for the duration of the Contract to protect the Project Site.

2. The Contractor is responsible for maintaining both secure storage and staging areas.

1.11 PUBLIC AND ADMINISTRATIVE ACCESS DURING CONSTRUCTION

A. Maintain safe access to all areas for administrative and other official business throughout the construction Project.

B. Adverse weather may cause road closures or make access impossible. Only one route to the area may be accessible at any time. The Contractor is responsible for the clearing of snow from the Project site.

Contractor shall not conduct snow removal activities on main roads.

1.12 EXISTING UTILITIES

A. Notify The Contracting Officer and utility company(ies) of proposed locations and times for excavation.

1. Contractor shall be responsible for locating and preventing damage to known utilities. If damage occurs, repair utility at no additional expense.

2. If damage occurs to an unknown utility, repair utility at no additional cost to the Contract.

3. Do not interrupt existing utility services serving occupied buildings without the approval of The

Contracting Officer and utility authority. 72-hours notice is required for any planned utility interruptions. Substitute utility service shall be provided for utility service interruptions lasting more than 4-hours. To the greatest extent possible, utility service interruptions shall be limited to the off-season.

B. Existing utilities and services shown on the Drawing Sheets are approximate. All utilities may not be shown.

SUMMARY OF WORK 010100 - 5

C. The Contractor shall contact The Contracting Officer, utility company(ies), and owners of other utilities, for location information before excavation begins.

D. Utility Contact List:

1. Primary Power: Bonneville Power administration (208) 265-7838.

2. Propane Line and Service: Northern Energy (208) 263-5330

3. Water and Sewer lines: Southside Water and Sewer (208) 255-1041

1.13 PROTECTION OF ADJOINING STRUCTURES AND BUILDINGS

A. Contractor shall use extreme caution to insure protection of adjacent structures, structural components, landscape features, roads, sidewalks and adjacent buildings.

1. Reference Division 1 Specifications and Division 2 Sections.

B. Should any damage result, it shall be repaired to the satisfaction of The Contracting Officer at no additional cost.

1. Reference Division 1 Specifications and Division 2 Sections.

1.14 FIELD VERIFICATION

A. Field verify existing conditions affecting the Work of this Contract.

1.15 CONSTRUCTION MATERIALS

A. All soil and fill materials, including borrow and aggregates, shall be certified weed-free. Coordinate compliance with The Contracting Officer. These materials are Contractor provided from outside the National Forest.

PART 2 – PRODUCTS - Not Used.

PART 3 – EXECUTION – Not Used.

END OF SECTION 010100

REFERENCE STANDARDS 010900-1

SECTION 010900 - REFERENCE STANDARDS

PART 1 - GENERAL

1 .1 DEFINITIONS

A. General: Basic Contract definitions are included in the Conditions of the Contract.

B. “Approved”: When used to convey action by the Contracting Officer on Contractor’s submittals, applications, and requests, “approved” is limited to duties and responsibilities of the Contracting Officer, as stated in the Conditions of the Contract.

C. “Directed”: A command or instruction by the Contracting Officer. Other terms including “requested, “authorized,” “selected,” “approved,” “required,” and “permitted” have the same meaning as “directed.”

D. “Indicated”: Requirements expressed by graphic representations or in written form on Drawings, in Specifications, and in other Contract Documents. Other terms including “shown,” “noted,” “scheduled,” and “specified” have the same meaning as “indicated.”

E. “Regulations”: Laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, and rules, conventions, and agreements within the construction industry that control performance of the Work.

F. “Furnish”: Supply and deliver to Project site, ready for unloading, unpacking, assembly, installation, and similar operations.

G. “Install”: Operations at Project site including unloading, temporarily storing, unpacking, assembling, erecting, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, and similar operations.

H. “Provide”: Furnish and install, complete and ready for the intended use.

I. “Project Site”: Space available for performing construction activities. The extent of Project site is shown on the Drawings.

1.2 INDUSTRY STANDARDS

A. Unless the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the contract Documents to the extent referenced. Such standards are made a part of the Contract Documents by reference.

B. Comply with applicable construction industry standards in effect as of date of the Contract Documents, unless otherwise indicated.

C. Each entity engaged in construction on the Project should be familiar with industry standards applicable to its construction activity. Copies of applicable standards are not bound with the Contract Documents.

1. Where copies of standards are needed to perform a required construction activity, obtain copies directly from publication source.

1 .2 ABBREVIATIONS

REFERENCE STANDARDS 010900-2

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

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 60173-4268

AASHTO American Association of State Highway and Transportation Officials 444 North Capitol Street, NW, Suite 249 Washington, D.C. 20001

AATCC American Association of Textile Chemists and Colorists P.O. Box 12215 Research Triangle Park, NC 27709

ACI American Concrete Institute P.O. Box 9094 Farmington Hills, Michigan 48333-9094

ACIL American Council of Independent Lab 1629 K Street, NW, Suite 400 Washington, DC 20006-0021

ACRIS Air Conditioning and Refrigeration Institute Standard 4301 N. Fairfax Dr., Suite 425 Arlington, VA 22203

ADA Americans with Disability Act www.ada.gov

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

AHC Architectural Hardware Council

AI Asphalt Institute Research Park Drive P.O. Box 14052 Lexington, Kentucky 40512-4052

AIA The American Institute of Architects 1735 New York Ave., NW Washington, D.C. 20006-5292 infocentral@aia.org

REFERENCE STANDARDS 010900-3

AISC American Institute of Steel Construction 1 East Wacker Drive, Suite 3100 Chicago, Illinois 60601-2001

AISI American Iron and Steel 1140 Connecticut Ave., NW, Ste. 705 Washington, D.C. 20036

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 International, Inc.

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)

ARI Air-Conditioning and Refrigeration Institute 4301 Fairfax Drive, Suite 425 Arlington, Virginia 22203

ASHRAE American Society of Heating, Refrigerating, and Air-Conditioning Engineers 1791 Tullie Circle, NE Atlanta, Georgia 30329-2305

ASME American Society of Mechanical Engineers 345 East 47th Street New York, New York 10017

ASTM American Society for Testing and Materials 100 Barr Harbor Drive West Conshohocken, Pennsylvania 19428-2959

ATC American Institute of Timber Construction 7012 S. Revere Parkway, Suite 140 Englewood, CO 80112

AWCI Association of the Wall and Ceiling Industries 803 W. Broad St., Suite 600 Falls Church, VA 22046

AWI Architectural Woodwork Institute 1952 Isaac Newton Square Reston, Virginia 20190

AWPA American Wood-Preservers' Association 3246 Fall Creek Highway, Suite 1900 Granbury, Texas 76049-7979

AWPI American Wood Preservers Institute 1945 Old Gallows Road, Suite 550 Vienna, Virginia 22182

REFERENCE STANDARDS 010900-4

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 10017-6603

BICSI Building Industry Consulting Service International 8610 Hidden River Parkway Tampa, FL 33637-1000

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

CISCA Ceiling and Interior Systems Construction Association 1500 Lincoln Highway, Suite 202 St. Charles, IL 60174

CISPI Cast Iron Soil Pipe Institute 5959 Shallowford Road, Suite 419 Chattanooga, Tennessee 37421

CRF U.S. Code of Federal Regulations U.S. Government Printing Office Mail Stop: SDE 732 N. Capitol St., NW Washington, DC 20401

CRI Carpet and Rug Institute 310 S. Holiday Avenue Dalton, Georgia 30722-2048

CRSI Concrete Reinforcing Steel Institute 933 N. Plum Grove Road Schaumburg, Illinois 60173-4758

CSSB Cedar Shingle and Shake Bureau 515 116th Avenue, NE, Suite 275 Bellevue, Washington 98004-5294

DEQ Wyoming Department of Environmental Quality 122 West 25 th Street

Herschler Building Cheyenne, WY 82002

REFERENCE STANDARDS 010900-5

DHI Door and Hardware Institute 14170 Newbrook Drive Chantilly, Virginia 22021-2223

EGSA Electrical Generating Systems Association 1650 S. Dixie HWY, Suite 500 Boca Raton, FL 33432

EIA Electronic Industries Alliance 2500 Wilson Blvd.

Arlington, VA 22201

EPA Environmental Protection Agency 401 M Street, SW Washington, D.C. 20460

EPACT Energy Policy Act of 1992 (U.S. Department of Energy) www.ccities.doe.gov/documents/EPActAct505.html

ETL Electrical Testing Laboratories www.usa.etlsemko.com

EWA APA- The Engineered Wood Association P.O. Box 11700 Tacoma, Washington 98411-0700

FCC Federal Communications Commission 445 12 th Street SW

Washington, DC 20554

FHA Federal Housing Administration (U.S. Department of Housing and Urban Development) 451 7th Street, SW Washington, D.C. 20410

FHVA Fine Hardwood Veneer Association 260 S. First Street, Suite 2 Zionsville, Indiana 46077

FM Factory Mutual System 1151 Boston-Providence Turnpike P.O. Box 9102 Norwood, Massachusetts 02062-9102

FMG FM Global Technologies, LLC 1151 Boston-Providence Turnpike P.O. Box 9102 Norwood, Massachusetts 02062

FPL Forest Products Laboratory One Gifford Pinchot Dr.

Madison, WI 53726-2398

FS Federal Specifications See contract clauses

REFERENCE STANDARDS 010900-6

FSC Forest Stewardship Council 1155 30 th Street NW, Suite 300

Washington, DC 20007

GA Gypsum Association 810 First Street, NE, Suite 510 Washington, D.C. 20002

GANA Glass Association of North America 3310 SW Harrison Street Topeka, Kansas 66611-2279

HI Hydronics Institute 35 Russo Place P.O. Box 218 Berkeley Heights, New Jersey 07922

HPMA Hardwood Plywood Manufacturers Association P.O. Box 2789 Reston, Virginia 22090-2789

HUD U.S. Department of Housing and Urban Development 451 7 th Street SW

Washington, DC 20410

IAHA Independent Air and Hydronics Agency www.acil.org

IAQ Indoor Air Quality See EPA

IBC International Building Code www.iccsafe.org

ICBO International Conference of Building Officials 5360 S. Workman Mill Road Whittier, California 90601

IEC International Electrotechnical Commission 777 East Eisenhower Parkway Ann Arbor, MI 48108

IEEE The Institute of Electrical and Electronics Engineers 345 E. 47th Street New York, New York 10017-2394

IESNA Illuminating Engineering Society of North America 120 Wall Street, 17th Floor New York, New York 10005-4001

IFC International Fire Code

IGCC Insulating Glass Certification Council P.O. Box 9 Henderson Harbor, NY 13651

IMC International Mechanical Code

REFERENCE STANDARDS 010900-7

IPC International Plumbing Code

IPCEA Insulated Power Cable Engineers Association The Road Authority 10 Gillingham Dr., Suite 306 Brampton, Ontario L6X 5A5

ISO International Standards Organization 1,rue de Varmebe, Case Postale 56 CH-1211 Geneva 20, Switzerland

ITC Independent Testing Laboratories www.volta.net

LEED Leadership in Energy and Environmental Design U.S. Green Building Council 1015 18 th Street, NW, Suite 805

Washington, DC 20036

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

MSS Manufacturers Standardization Society of the Valve and Fittings Industry 127 Park Street, NE Vienna, Virginia 22180-4602

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

NAWCC National Association of Watch and Clock Collectors 514 Poplar Street Columbia, PA 17512

REFERENCE STANDARDS 010900-8

NBS National Bureau of Standards http://www.slider.com/enc/37000/National_Bureau_of_Standards.htm

NEC National Electrical Code (by NFPA)

NECA National Electrical Contractors Association 3 Bethesda Metro Center, Suite 1100 Bethesda, MD 20814

NELM Northeastern Lumber Manufacturers' Association 272 Tuttle Road P.O. Box 87A Cumberland Center, Maine 04021-0687

NEBB National Environmental Balancing Bureau 8575 Grovemont Circle Gaithersburg, MD 20877

NEIS National Electrical Installation Standards 3 Bethesda Metro Center, Suite 1100 Bethesda, MD 20814

NEMA National Electrical Manufacturers Association 1300 N. 17th Street, Suite 1847 Rosslyn, VA 22209

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

NICET National Institute of Certification in Engineering Technologies 1420 King Street Alexandria, VA 22314-2794

NIOSH National Institute for Occupational Safety and Health NIOSH Building 1, Room 3007 1600 Clifton Road, NE Atlanta, Georgia 30333

NLGA National Lumber Grades Authority 406 First Capital Place 960 Quayside Dr.

New Westminster, BC V3M6G2

NPA National Particleboard Association 18928 Premiere Court Gaithersburg, Maryland 20879-1569

REFERENCE STANDARDS 010900-9

NPFM (Yellowstone) National Park Fire Marshal (Fire and Maintenance) Contact: Britton May P.O. Box 168 Yellowstone National Park, Wyoming 82190

NRCA National Roofing Contractors Association O'Hare International Center 10255 W. Higgins Road, Suite 600 Rosemont, Illinois 60018-5607

NWFA National Wood Flooring Association 111 Chesterfield Industrial Blvd.

Chesterfield, MO 63005

NWWDA National Wood Window and Door Association 1400 East Touhy Avenue, Suite G-54 Des Plaines, Illinois 60018

OSHA Occupational Safety and Health Administration U.S. Department of Labor 200 Constitution Avenue, NW Washington, D.C. 20210

PCA Portland Cement Association 5420 Old Orchard Road Skokie, Illinois 60077-1083

PCI Precast/Prestressed Concrete Institute 175 W. Jackson Boulevard Chicago, Illinois 60604

PDCA Paint and Decorative Contractors of America 11960 Westline Industrial Dr., Suite 201 St. Louis, MO 63146-3209

PEI Porcelain Enamel Institute, Inc.

4004 Hillsboro Pike, Suite 224-B Nashville, Tennessee 37215

PPI Plastic Pipe Institute 1825 Connecticut Ave., NW, Suite 680 Washington, DC 20009

RCSC Research Council on Structural Conditions University of Missouri 301 Butler Carlton Hall Rolla, MO 65409-0030

RFCI Resilient Floor Covering Institute 966 Hungerford Drive, Suite 12-B Rockville, Maryland 20850-1714

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

REFERENCE STANDARDS 010900-10

SDI Steel Door Institute 30200 Detroit Road Cleveland, Ohio 44145-1967

SMACNA Sheet Metal and Air-Conditioning Contractors' National Association, Inc.

4201 Lafayette Center Drive P.O. Box 221230 Chantilly, Virginia 20151-1209

SPIB Southern Pine Inspection Bureau (Grading Rules) 4709 Scenic Highway Pensacola, Florida 32504-9094

SSPC Society for Protective Coatings 40 24 th Street, 6 th Floor

Pittsburgh, PA 15222-4656

SSPC Steel Structures Painting Council 40 24th Street, 6th Floor Pittsburgh, Pennsylvania 15222-4643

TCA Tile Council of America 100 Clemson Research Boulevard Anderson, South Carolina 29625

TDMM Telecommunications Distribution Methods Manual (see BICSI)

TIA Telecommunications Industry Association www.tiaonline.org

TIMA Thermal Insulation Manufacturers Association (See NAIMA)

UFC Uniform Fire Code 1 Batterymarch Park Quincy, Massachusetts 02169-7471

UL Underwriters Laboratories, Inc.

333 Pfingsten Road Northbrook, Illinois 60062

USDA U.S. Department of Agriculture 14th Street and Independence Avenue, SW Washington, D.C. 20250

WCLIB West Coast Lumber Inspection Bureau (Grading Rules) P.O. Box 23145 Portland, Oregon 97281-3145

WMMPA Wood Moulding and Millwork Producers Association 507 First Street Woodland, California 95695

WRI Wire Reinforcement Institute, Inc.

203 Loudoun Street, SW Leesburg, Virginia 20175-2718

WWPA Western Wood Products Association (Grading Rules) Yeon Building 522 SW 5th Avenue Portland, Oregon 97204-2122

REFERENCE STANDARDS 010900-11

WWPA Woven Wire Products Association 2515 Nordica Avenue Chicago, Illinois 60635

WWPI Western Wood Preservers Institute 7017 NE Highway 99 #108 Vancouver, Washington 98665

PART 2 – PRODUCTS – Not Used.

END OF SECTION 010900

SUBMITTALS 013000 - 1

SECTION 013000 - SUBMITTALS

PART 1 – GENERAL

1.1 DESCRIPTION

A. Work of this Section includes administrative and procedural requirements for submittals required for performance of the Work including Shop Drawings, Product Data, Samples, and other submittals including, but not limited to the following:

1. Contractor's Progress Schedule.

2. Schedule of Values

3. Submittal Schedule.

4. Shop Drawings.

5. Product Data.

6. Samples.

7. Certificates of Compliance.

8. Quality Control Plan.

9. Construction Waste Management Plan

10. Recycling Plan

1.2 RELATED SECTIONS

A. Reference Division other Division 1 Sections

1.3 ADMINISTRATIVE SUBMITTALS

A. Contractor shall submit all applicable submittals for the work of this Project within 90 calendar days from the written Notice to Proceed

B. Such submittals include, but are not limited to:

1. Permits.

a. Permits are required for "hot" work such as welding, soldering or cutting operations.

2. Applications for Payment.

3. Performance and Payment Bonds.

4. Insurance Certificates.

5. List of Subcontractors.

6. Safety Plan.

a. Contractor shall have in place a written safety plan that demonstrates compliance with all local, state, and federal safety standards.

7. Traffic Plan.

a. Contractor shall have in place a written traffic plan that demonstrates compliance with all U.S.D.A. (United States Department of Agriculture) and I.P.N.F. (Idaho Panhandle National Forest) rules and regulations governing trucking operations within the National Forest.

SUBMITTALS 013000 - 2

8 Testing and Inspection.

a. Submit testing, engineering and/or inspection agency qualifications.

9 Waste and Recycling Plan.

a. Contractor shall submit waste management and recycling plans indicating transportation and disposal procedures and legal locations for disposal of materials.

1.4 DEFINITIONS

A. Shop Drawings: Drawings, diagrams, schedules and other data specially prepared for the Work by the Contractor or a Subcontractor, Sub-subcontractor, manufacturer, supplier or distributor to illustrate some portion of the Work.

B. Product Data: Illustrations, standard schedules, performance charts, instructions, brochures, diagrams and other information furnished by the Contractor to illustrate materials or equipment for some portion of the Work.

C. Samples: Physical examples which illustrate materials, equipment or workmanship and establish standards by which the Work will be judged.

D. Shop Drawings, Product Data, Samples and similar submittals are not Contract Documents. The

Purpose of their submittal is to demonstrate for those portions of the Work for which submittals are required the way the Contractor proposes to conform to the information given and the design concept expressed in the Contract Documents. Review shall be performed by the Contracting Officer.

1.5 SUBMITTAL COORDINATION PROCEDURES

A. Coordinate preparation and processing of submittals with performance of construction activities. Transmit each submittal sufficiently in advance of performance of related construction activities to avoid delay.

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

2. Coordinate transmittal of submittals for related elements of the Work so processing will not be delayed by the need to review submittals concurrently for coordination.

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

1.6 PROCESSING

A. Allow sufficient review time so that installation will not be delayed as a result of the time required to process submittals, including time for resubmittals.

1. Allow thirty (30) working days for review. Allow additional time if processing must be delayed to permit coordination with subsequent submittals.

a. If an intermediate submittal is necessary, process the same as the initial submittal.

b. Allow two (2) weeks (ten (10) working days) for processing each resubmittal.

c. No extension of Contract Time will be authorized because of failure to transmit submittals

SUBMITTALS 013000 - 3

to the Contracting Officer sufficiently in advance of the Work to permit proper processing.

2. Unless otherwise specified in individual Specification Sections, provide six (6) copies of each submittal; three (3) samples (where required), and six (6) copies of all other requested information.

a. One (1) copy of each of the above shall be returned to the Contractor. Submit any additional copies that are to be returned.

1.7 SUBMITTAL PREPARATION

A. Place a permanent label or title block on each submittal for identification. Indicate the name of the entity that prepared each submittal on the label or title block.

1. Provide a space approximately 4" x 5" on the label or beside the title block on Shop Drawings to record the Contractor's review and approval markings and the action taken.

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

a. Project name: Bald Mountain Repeater & Generator Buildings Replacement

b. Project Number: A&E Architects #09039.00

c. Date.

d. Name and address of Contractor.

e. Name and address of Subcontractor or,

f. Name and address of Supplier or,

g. Name and address of Manufacturer.

h. Number and title of appropriate Specification Section.

i. Drawing number and detail references, as appropriate.

B. 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.

C. Submittals will not be accepted for review if identification or approval stamps are missing or are placed on the back of the submittal, an incorrect amount of submittals are submitted, the transmittal form is incorrectly filled out, submittals are not coordinated, or submittals do not show evidence of Contractor’s approval.

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

Specification Sections.

1.8 SUBMITTAL TRANSMITTAL

A. Package each submittal appropriately for transmittal and handling. Each submittal from Contractor to Contracting Officer to have its own transmittal form. Submittals received from sources other than the Contractor will be returned without action.

1. On the transmittal form, record relevant information and requests for data. On the transmittal form, or separate sheet, record deviations from Contract Document requirements, including minor variations and limitations. Include Contractor's certification that information complies with Contract Document requirements.

1.9 CONTRACTOR'S CONSTRUCTION SCHEDULE

A. Prepare and submit a fully developed construction schedule within thirty (30) days of the date established

SUBMITTALS 013000 - 4

for "Commencement of the Work."

1. Develop the Schedule on a grid. Identify the units of Work by specification division in a column on the left side of the grid. Provide a separate horizontal time bar for each significant construction activity. Within each specification division, use the same breakdown of units of the Work as indicated in the Table of Contents of the Specifications. Provide continuous vertical lines to identify work days. Identify months, weeks and days (by date) in the bar across the top of the schedule.

2. Within each time bar for each work activity, indicate dates for significant activities which must precede actual construction of that work unit (i.e. mock-ups, special decisions by the Contracting Officer, order and delivery dates etc.). Designate start and completion dates on each work unit time bar. As Work progresses, place a contrasting mark in each bar to indicate progress of Work and actual completion of work unit.

3. Within the overall Schedule indicate critical path work items in a contrasting color or line type.

Update the critical path as Work proceeds.

4. Prepare the schedule on a sheet, or series of sheets, of stable transparency, or other reproducible media, of sufficient width to show data for the entire construction period.

5. Secure time commitments for performing critical elements of the Work from parties involved.

Coordinate each element on the schedule with other construction activities; include minor elements involved in the sequence of the Work. Show each activity in proper sequence. Indicate graphically sequences necessary for completion of related portions of the Work.

6. Coordinate the Contractor's Construction Schedule with the Schedule of Values, List of Subcontracts, Submittal Schedule, Progress Reports, Payment Requests and other schedules.

7. Indicate completion in advance of the date established for Substantial Completion. Indicate Substantial Completion on the schedule to allow time for procedures necessary for certification of Substantial Completion by the Contracting Officer.

8. Indicate important stages of construction for each major portion of the Work, including testing and installation.

9. Provide a separate time bar to identify each major construction area for each major portion of the Work. Indicate where each element in an area must be sequenced or integrated with other activities.

1.10 CONSTRUCTION SCHEDULE DISTRIBUTION

A. Following review to the initial Submittal, print and distribute copies to the Contracting Officer, subcontractors, and other parties required to comply with scheduled dates. Post copies in the Project meeting room and temporary field offices.

1. When revisions are made, distribute to the same parties and post in the same locations. Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in construction activities.

1.11 CONSTRUCTION SCHEDULE UPDATING

A. Revise the Schedule after each meeting or activity, where revisions have been recognized or made.

Issue the updated Schedule concurrently with the minutes of each meeting.

1. The Contractor's Work shall conform to the latest schedule.

1.12 SUBMITTAL SCHEDULE

A. After development and acceptance of the Contractor's Construction Schedule, prepare a complete Schedule of Submittals. Submit the Schedule of Submittals within ten (10) calendar days following the

SUBMITTALS 013000 - 5

submission of the Contractor's Construction Schedule.

1. Coordinate Submittal Schedule with the List of Subcontractors, Schedule of Values, and the List of Products as well as Contractor's Construction Schedule.

2. Prepare the Schedule in chronological order; include submittals required during the first twelve

(12) months of construction. Provide the following information:

a. Scheduled date of initial submittal.

b. Related specification section number.

c. Submittal category.

d. Name of subcontractor.

e. Scheduled date of the Contracting Officer’s final release or acceptance.

3. Prepare the schedule to allow the Contracting Officer time to review the submittals as specified herein.

1.13 SUBMITTAL SCHEDULE DISTRIBUTION

A. Following review to initial Submittal, print and distribute copies to the subcontractors, and other parties required to comply with submittal dates indicated. Post copies in the Project meeting room and field office.

1. When revisions are made, distribute to the same parties and post in the same locations. Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in construction activities.

1.14 SUBMITTAL SCHEDULE UPDATING

A. Revise the Schedule after each meeting or activity, where revisions have been recognized or made.

Issue the updated Schedule within seven (7) calendar days following each construction meeting.

1.15 DAILY CONSTRUCTION REPORT

A. Prepare a Daily Construction Report, recording the information concerning events at the Project site.

Retain Daily Construction Reports at the Project site and make available to the Contracting Officer for review upon request. Report to include but not be limited to the following:

1. Date.

2. Weather conditions including high and low temperature, precipitation, wind conditions, etc.

3. List of subcontractors on site (including foremen).

4. Fire Watcher name and activity summary.

5. Approximate count of personnel on site.

6. Work in progress on site.

7. Material stored on site.

8. Accidents and unusual events.

9. Meetings and significant decisions.

10. Stoppages, delays, shortages, losses.

11. Emergency procedures.

12. Orders and requests of governing authorities.

13. Services connected, disconnected.

14. Nonconformance with Yellowstone National Park requirements.

15. Equipment or system tests and start-ups.

16. Partial completions, occupancies.

17. Substantial completions authorized.

SUBMITTALS 013000 - 6

18. Other pertinent data related to Contract performance.

1.16 SHOP DRAWINGS

A. Submit newly prepared information, drawn to accurate scale. Highlight, encircle, or otherwise indicate deviations from the Contract Documents. Do not reproduce Contract Documents or copy standard information as the basis of Shop Drawings. Standard information prepared without specific reference to the Project is not considered Shop Drawings.

1. Shop Drawings include fabrication and installation drawings, setting diagrams, schedules, patterns, templates and similar drawings. Include the following information:

a. Dimensions.

b. Identification of products and materials included.

c. Compliance with specified standards.

d. Notation of coordination requirements.

e. Notation of dimensions established by field measurement.

f. Sheet Size: Except for templates, patterns and similar full- size Drawings, submit Shop

Drawings on sheets at least 8-1/2" x 11" but no larger than 24" x 36".

g. Scale: The scale used for Shop Drawings shall be 1/4"=1'-0 at a minimum. Larger scales may be used when appropriate.

h. Initial and Subsequent Submittals: Submit one (1) translucent reproducible print and two

(2) blue-line prints for review by the Contracting Officer; the reproducible print will be returned.

1) One (1) of the prints returned shall be marked-up and maintained as a "Record Document".

2. Do not use Shop Drawings without an appropriate final stamp indicating action taken in connection with construction.

1.17 COORDINATION DRAWINGS

A. A special type of Shop Drawing that shows the relationship and integration of different construction elements that require careful coordination during fabrication or installation to fit in the space provided or function as intended.

1. Coordination Drawings, when required, are called for in specific sections of the technical specifications.

2. When called for, submit Coordination Drawings showing the integration of different construction elements. Show sequences and relationships of separate components to avoid conflicts in use of space.

1.18 PRODUCT DATA

A. Collect Product Data into a single submittal for each element of construction or system. Product Data includes printed information such as manufacturer's installation instructions, catalog cuts, standard color charts, roughing-in diagrams and templates, standard wiring diagrams and performance curves. Where Product Data must be specially prepared because standard printed data is not suitable for use, submit as "Shop Drawings."

1. Mark each copy to show applicable choices and options. Where printed Product Data includes information on several products, some of which are not required, mark copies to indicate the

SUBMITTALS 013000 - 7

applicable information. Include the following information:

a. Manufacturer's printed recommendations.

b. Compliance with recognized trade association standards.

c. Compliance with recognized testing agency standards.

d. Application of testing agency labels and seals.

e. Notation of dimensions verified by field measurement.

f. Notation of coordination requirements.

2. Do not submit Product Data until compliance with requirements of the Contract Documents has been confirmed.

3. Submittals: Submit six (6) copies of each required submittal unless otherwise noted in individual Specification Sections. The Contracting Officer will retain five (5), and will return the other marked with action taken and corrections or modifications required.

a. Unless noncompliance with Contract Document provisions is observed, the submittal may serve as the final submittal.

4. Distribution: Furnish copies of final submittal to installers, subcontractors, suppliers, manufacturers, fabricators, and others required for performance of construction activities. Show distribution on transmittal forms.

a. Do not proceed with installation until an applicable copy of Product Data is in the installer's possession.

b. Do not permit use of unmarked copies of Product Data in connection with construction.

1.19 SAMPLES/MOCK-UPS

A. Submit full-size, fully fabricated samples cured and finished as specified and physically identical with the material or product proposed. Samples include partial sections of manufactured or fabricated components, cuts or containers of materials, color range sets, and swatches showing color, texture and pattern.

1. Mount, display, or package Samples in the manner specified to facilitate review of qualities indicated. Prepare Samples as indicated in the individual Specification Sections. Include the following:

i. Generic description…