PN_76514_STF_Phase_3_-_Specs_Volume_2.pdf

RFP No. W912PM-17-R-0001

SOF Special Tactics Facility, Phase 3

PN: 76514

Fort Bragg, North Carolina

Specifications – Volume 2 of 3 (Division 08 thru Division 23)

March 2017

SOF Special Tactics Facility, Phase 3 PN 76514 - Volume 2

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 14 00 WOOD DOORS

08 33 23 OVERHEAD COILING DOORS

08 34 59 ARMORY DOORS AND DAY GATES

08 34 73 SOUND CONTROL AND RF SHIELDED DOOR ASSEMBLIES

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 45 00 INSULATED TRANSLUCENT WALL AND ROOF PANEL SYSTEMS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 06 90 COLOR SCHEDULE

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 13 CERAMIC TILING

09 51 00 ACOUSTICAL CEILINGS

09 62 38 STATIC-CONTROL FLOORING

09 65 00 RESILIENT FLOORING

09 67 23.13 01 STANDARD RESINOUS FLOORING

09 68 00 CARPETING

09 69 13 RIGID GRID ACCESS FLOORING

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 10 00 VISUAL COMMUNICATIONS SPECIALTIES

10 14 00.20 INTERIOR SIGNAGE

10 14 01 EXTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 22 13.00 48 WIRE MESH PARTITIONS

10 26 13 WALL AND CORNER GUARDS

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

10 51 26 PLASTIC LOCKERS AND BENCHES

DIVISION 13 - SPECIAL CONSTRUCTION

13 34 19 METAL BUILDING SYSTEMS

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 13 17.00 10 DRY PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 22 00.00 40 CLEAN AGENT FIRE EXTINGUISHING SYSTEMS

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 15 14.00 40 GENERAL SERVICE COMPRESSED-AIR SYSTEMS, LOW PRESSURE

PROJECT TABLE OF CONTENTS Page 1

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

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 05 15 COMMON PIPING FOR HVAC

23 05 48.00 40 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND

EQUIPMENT

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC

23 09 23.01 LONWORKS DIRECT DIGITAL CONTROL FOR HVAC AND OTHER

BUILDING CONTROL SYSTEMS

23 64 26 CHILLED, CHILLED-HOT, AND CONDENSER WATER PIPING SYSTEMS

23 73 13.00 40 MODULAR INDOOR CENTRAL-STATION AIR-HANDLING UNITS

23 81 47 WATER-LOOP AND GROUND-LOOP HEAT PUMP SYSTEMS

23 82 00.00 20 TERMINAL HEATING AND COOLING UNITS

23 82 02.00 48 UNITARY HEATING AND COOLING EQUIPMENT

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

SECTION 01 42 00

SOURCES FOR REFERENCE PUBLICATIONS

11/14

PART 1 GENERAL

1.1 REFERENCES

Various publications are referenced in other sections of the specifications to establish requirements for the work. These references are identified in each section by document number, date and title. The document number used in the citation is the number assigned by the standards producing organization (e.g. ASTM B564 Standard Specification for Nickel Alloy Forgings). However, when the standards producing organization has not assigned a number to a document, an identifying number has been assigned for reference purposes.

1.2 ORDERING INFORMATION

The addresses of the standards publishing organizations whose documents are referenced in other sections of these specifications are listed below, and if the source of the publications is different from the address of the sponsoring organization, that information is also provided.

ACOUSTICAL SOCIETY OF AMERICA (ASA)

1305 Walt Whitman Road, Suite 300 Melville, NY 11747-4300 Ph: 516-576-2360 Fax: 631-923-2875 E-mail: asa@aip.org Internet: http://asa.aip.org

AIR MOVEMENT AND CONTROL ASSOCIATION INTERNATIONAL (AMCA)

30 West University Drive Arlington Heights, IL 60004-1893 Ph: 847-394-0150 Fax: 847-253-0088 E-mail: amca@amca.org Internet: http://www.amca.org

AIR-CONDITIONING, HEATING AND REFRIGERATION INSTITUTE (AHRI)

2111 Wilson Blvd, Suite 500 Arlington, VA 22201 Ph: 703-524-8800 Fax: 703-562-1942 Internet: http://www.ahrinet.org

ALUMINUM ASSOCIATION (AA)

National Headquarters 1525 Wilson Boulevard, Suite 600 Arlington, VA 22209 Ph: 703-358-2960 E-Mail: info@aluminum.org Internet: http://www.aluminum.org

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AMERICAN ARCHITECTURAL MANUFACTURERS ASSOCIATION (AAMA)

1827 Walden Office Square, Suite 550 Schaumburg, IL 60173-4268 Ph: 847-303-5664 Fax: 847-303-5774 E-mail: customerservice@aamanet.org Internet: http://www.aamanet.org

AMERICAN ASSOCIATION OF TEXTILE CHEMISTS AND COLORISTS (AATCC)

1 Davis Drive P.O. Box 12215 Research Triangle Park, NC 27709-2215 Ph: 919-549-8141 Fax: 919-549-8933 Internet: http://www.aatcc.org

AMERICAN BEARING MANUFACTURERS ASSOCIATION (ABMA)

2025 M Street, NW, Suite 800 Washington, DC 20036 Ph: 202-367-1155 E-mail: info@americanbearings.org Internet: http://www.americanbearings.org

AMERICAN CONFERENCE OF GOVERNMENTAL INDUSTRIAL HYGIENISTS (ACGIH)

1330 Kemper Meadow Drive Cincinnati, OH 45240 Ph: 513-742-2020 or 513-742-6163 Fax: 513-742-3355 E-mail: mail@acgih.org Internet: http://www.acgih.org

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

One East Wacker Drive, Suite 700 Chicago, IL 60601-1802 Ph: 312-670-2400 Fax: 312-670-5403 Bookstore: 800-644-2400 E-mail: aisc@ware-pak.com Internet: http://www.aisc.org

AMERICAN IRON AND STEEL INSTITUTE (AISI)

25 Massachusetts Avenue, NW Suite 800 Washington, DC 20001 Ph: 202-452-7100 Internet: http://www.steel.org

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

1899 L Street, NW,11th Floor Washington, DC 20036 Ph: 202-293-8020 Fax: 202-293-9287 E-mail: storemanager@ansi.org Internet: http://www.ansi.org/

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

1801 Alexander Bell Drive Reston, VA 20191 Ph: 703-295-6300; 800-548-2723 E-mail: member@asce.org

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Internet: http://www.asce.org

AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING

ENGINEERS (ASHRAE)

1791 Tullie Circle, NE Atlanta, GA 30329 Ph: 800-527-4723 or 404-636-8400 Fax: 404-321-5478 E-mail: ashrae@ashrae.org Internet: http://www.ashrae.org

AMERICAN SOCIETY OF SANITARY ENGINEERING (ASSE)

18927 Hickory Creek Drive, Suite 220 Mokena, IL 60448 Ph: 708-995-3019 Fax: 708-479-6139 E-mail: staffengineer@asse-plumbing.org Internet: http://www.asse-plumbing.org

AMERICAN WATER WORKS ASSOCIATION (AWWA)

6666 West Quincy Avenue Denver, CO 80235-3098 Ph: 303-794-7711 E-mail: distribution@awwa.org Internet: http://www.awwa.org

AMERICAN WELDING SOCIETY (AWS)

13301 NW 47 Ave Miami, FL 33054

Ph: 888-WELDING, 305-824-1177, 305-826-6192 Fax: 305-826-6195 E-mail: customer.service@awspubs.com Internet: http://www.aws.org

ARCHITECTURAL WOODWORK INSTITUTE (AWI)

46179 Westlake Drive, Suite 120 Potomac Falls, VA 20165 Ph: 571-323-3636 Fax: 571-323-3630 E-mail: info@awinet.org Internet: http://www.awinet.org

ASME INTERNATIONAL (ASME)

Two Park Avenue, M/S 10E New York, NY 10016-5990 Ph: 800-843-2763 Fax: 973-882-1717 E-mail: customercare@asme.org Internet: http://www.asme.org

ASSOCIATED AIR BALANCE COUNCIL (AABC)

1518 K Street, NW Washington, DC 20005 Ph: 202-737-0202 Fax: 202-638-4833 E-mail: info@aabc.com Internet: http://www.aabc.com/

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ASTM INTERNATIONAL (ASTM)

100 Barr Harbor Drive, P.O. Box C700 West Conshohocken, PA 19428-2959 Ph: 877-909-2786 Internet: http://www.astm.org

BUILDERS HARDWARE MANUFACTURERS ASSOCIATION (BHMA)

355 Lexington Avenue, 15th Floor New York, NY 10017 Ph: 212-297-2122 Fax: 212-370-9047 Internet: http://www.buildershardware.com

CARPET AND RUG INSTITUTE (CRI)

P.O. Box 2048 Dalton, GA 30722-2048 Ph: 706-278-3176 Fax: 706-278-8835 Internet: http://www.carpet-rug.com

CAST IRON SOIL PIPE INSTITUTE (CISPI)

3008 Preston Station Drive Hixson, TN 37343 Ph: 423-842-2122 Internet: http://www.cispi.org

CEILINGS AND INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION (CISCA)

1010 Jorie Blvd, Suite 30 Oak Brook, IL 60523 Ph: 630-584-1919 Fax: 866-560-8537 E-mail: cisca@cisca.org Internet: http://www.cisca.org

COMPRESSED AIR AND GAS INSTITUTE (CAGI)

1300 Sumner Avenue Cleveland OH 44115-2851 Ph: 216-241-7333 Fax: 216-241-0105 E-mail: cagi@cagi.org Internet: http://www.cagi.org/

CONSUMER ELECTRONICS ASSOCIATION (CEA)

1919 South Eads St.

Arlington, VA 22202 Ph: 866-858-1555 or 703-907-7634 Fax: 866-858-2555 or 703-907-7693 E-mail: standards@CE.org Internet: http://www.CE.org

COPPER DEVELOPMENT ASSOCIATION (CDA)

Internet: http://www.copper.org

ELECTROSTATIC DISCHARGE ASSOCIATION (ESD)

7900 Turin Road, Building 3 Rome, NY 13440-2069 Ph: 315-339-6937 Fax: 315-339-6793

SECTION 01 42 00 Page 4

E-mail: info@esda.org http://www.esda.org/

FLUID CONTROLS INSTITUTE (FCI)

1300 Sumner Avenue Cleveland, OH 44115 Ph: 216-241-7333 Fax: 216-241-0105 E-mail: fci@fluidcontrolsinstitute.org Internet: www.fluidcontrolsinstitute.org

FLUID SEALING ASSOCIATION (FSA)

994 Old Eagle School Rd. #1019 Wayne, PA 19087-1866 Ph: 610-971-4850 Internet: www.fluidsealing.com

FM GLOBAL (FM)

270 Central Avenue P.O. Box 7500 Johnston, RI 02919-4923 Ph: 877-364-6726 Fax: 401-275-3029 E-mail: servicedesk.myrisk@fmglobal.com Internet: http://www.fmglobal.com

GLASS ASSOCIATION OF NORTH AMERICA (GANA)

800 SW Jackson St., Suite 1500 Topeka, KS 66612-1200 Ph: 785-271-0208 E-mail: gana@glasswebsite.com Internet: http://www.glasswebsite.com

GREEN SEAL (GS)

1001 Connecticut Avenue, NW Suite 827 Washington, DC 20036-5525 Ph: 202-872-6400 Fax: 202-872-4324 Internet: http://www.greenseal.org

GYPSUM ASSOCIATION (GA)

6525 Belcrest Road, Suite 480 Hyattsville, MD 20782 Ph: 301-277-8686 Fax: 301-277-8747 E-mail: info@gypsum.org Internet: http://www.gypsum.org

HYDRAULIC INSTITUTE (HI)

6 Campus Drive, First Floor North Parsippany, NJ 07054-4406 Ph: 973-267-9700 Fax: 973-267-9055 Internet: http://www.pumps.org

ICC EVALUATION SERVICE, INC. (ICC-ES)

3060 Saturn Street, Suite 100 Brea, CA 92821

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Ph: 800-423-6587 ext. 66546 Fax: 562-695-4694 E-mail: es@icc-es.org Internet: http://www.icc-es.org

INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE)

445 and 501 Hoes Lane Piscataway, NJ 08854-4141 Ph: 732-981-0060 or 800-701-4333 Fax: 732-562-9667 E-mail: onlinesupport@ieee.org Internet: http://www.ieee.org

INSULATING GLASS MANUFACTURERS ALLIANCE (IGMA)

27 N. Wacker Dr. Suite 365 Chicago, IL 60606-2800 Ph: 613-233-1510 Fax: 613-482-9436 E-mail: enquiries@igmaonline.org Internet: http://www.igmaonline.org

INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS

(IAPMO)

4755 E. Philadelphia St.

Ontario, CA 91761 Ph: 909-472-4100 Fax: 909-472-4150 E-mail: iapmo@iapmo.org Internet: http://www.iapmo.org

INTERNATIONAL CODE COUNCIL (ICC)

500 New Jersey Avenue, NW 6th Floor, Washington, DC 20001 Ph: 800-786-4452 or 888-422-7233 E-mail: order@iccsafe.org Internet: www.iccsafe.org

INTERNATIONAL GROUND SOURCE HEAT PUMP ASSOCIATION (IGSHPA)

1201 S Innovation Way, Suite 400 Stillwater, OK 74074 Ph: 800-626-4747 or 405-744-5175 Fax: 405-744-5283 E-mail: igshpa@okstate.edu Internet: http://www.igshpa.okstate.edu/

INTERNATIONAL ORGANIZATION FOR STANDARDIZATION (ISO)

1, ch. de la Voie-Creuse Case Postale 56 CP 56 - CH-1211 Geneva 20 Switzerland Ph: 41-22-749-01-11 Fax: 41-22-733-34-30 E-mail: central@iso.ch Internet: http://www.iso.org

INTERNATIONAL SAFETY EQUIPMENT ASSOCIATION (ISEA)

1901 North Moore Street Arlington, VA 22209-1762 Ph: 703-525-1695

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Fax: 703-528-2148 Internet: http://www.safetyequipment.org/

INTERNATIONAL SOCIETY OF AUTOMATION (ISA)

67 T.W. Alexander Drive PO Box 12277 Research Triangle Park, NC 27709 Ph: 919-549-8411 Fax: 919-549-8288 E-mail: info@isa.org Internet: http://www.isa.org

INTERNET ENGINEERING TASK FORCE (IETF)

c/o Association Management Solutions, LLC (AMS) 48377 Fremont Blvd., Suite 117 Fremont, California 94538 Ph: 510-492-4080 Fax: 510-492-4001 E-mail: ietf-info@ietf.org Internet: http://www.ietf.org/

LONMARK INTERNATIONAL (LonMark) 550 Meridan Ave.

San Jose, CA 95126 Ph: 408-938-5266 Fax: 408-790-3838 Internet: http://www.lonmark.org

MANUFACTURERS STANDARDIZATION SOCIETY OF THE VALVE AND FITTINGS

INDUSTRY (MSS)

127 Park Street, NE Vienna, VA 22180-4602 Ph: 703-281-6613 E-mail: info@mss-hq.com Internet: http://mss-hq.org/Store/index.cfm

MASTER PAINTERS INSTITUTE (MPI)

2800 Ingleton Avenue Burnaby, BC CANADA V5C 6G7 Ph: 1-888-674-8937 Fax: 1-888-211-8708 E-mail: info@paintinfo.com or techservices@mpi.net Internet: http://www.mpi.net/

METAL BUILDING MANUFACTURERS ASSOCIATION (MBMA)

1300 Sumner Avenue Cleveland, OH 44115-2851 Ph: 216-241-7333 Fax: 216-241-0105 E-mail: mbma@mbma.com Internet: http://www.mbma.com

MIDWEST INSULATION CONTRACTORS ASSOCIATION (MICA)

16712 Elm Circle Omaha, NE 68130 Ph: 800-747-6422 Fax: 402-330-9702 Internet: http://www.micainsulation.org

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NATIONAL AERONAUTICS AND SPACE ADMINISTRATION (NASA)

Superintendent of Documents at U.S. Government Printing Office 732 North Capitol Street, NW Washington, DC 20401-0001 Ph: 202-783-3238 Fax: 202-512-1800 E-mail: ContactCenter@gpo.gov Internet: http://www.nasa.gov or http://www.gpoaccess.gov

NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS (NAAMM)

800 Roosevelt Road, Bldg C, Suite 312 Glen Ellyn, IL 60137 Ph: 630-942-6591 Fax: 630-790-3095 E-mail: wlewis7@cox.net(Wes Lewis,technical consultant) Internet: http://www.naamm.org

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

1300 North 17th Street, Suite 900 Arlington, VA 22209 Ph: 703-841-3200 Internet: http://www.nema.org/

NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB)

8575 Grovemont Circle Gaithersburg, MD 20877 Ph: 301-977-3698 Fax: 301-977-9589 Internet: http://www.nebb.org

NATIONAL FENESTRATION RATING COUNCIL (NFRC)

6305 Ivy Lane, Suite 140 Greenbelt, MD 20770 Ph: 301-589-1776 Fax: 301-589-3884 E-Mail: info@nfrc.org Internet: http://www.nfrc.org

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

1 Batterymarch Park Quincy, MA 02169-7471 Ph: 617-770-3000 Fax: 617-770-0700 Internet: http://www.nfpa.org

NATIONAL INSTITUTE FOR CERTIFICATION IN ENGINEERING TECHNOLOGIES

(NICET)

1420 King Street Alexandria, VA 22314-2794 Ph: 888-476-4238 (1-888 IS-NICET) E-mail: tech@nicet.org Internet: http://www.nicet.org

NATIONAL ROOFING CONTRACTORS ASSOCIATION (NRCA)

10255 West Higgins Road, Suite 600 Rosemont, IL 60018-5607 Ph: 866-275-6722 (866-ASK-NRCA)

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Fax: 847-299-1183 E-mail: info@nrca.net Internet: http://www.nrca.net

NSF INTERNATIONAL (NSF)

789 North Dixboro Road P.O. Box 130140 Ann Arbor, MI 48105 Ph: 734-769-8010 or 800-NSF-MARK Fax: 734-769-0109 E-mail: info@nsf.org Internet: http://www.nsf.org

PLASTIC PIPE AND FITTINGS ASSOCIATION (PPFA)

800 Roosevelt Road Building C, Suite 312 Glen Ellyn, IL 60137 Ph: 630-858-6540 Fax: 630-790-3095 Internet: http://www.ppfahome.org

PLUMBING AND DRAINAGE INSTITUTE (PDI)

800 Turnpike Street, Suite 300 North Andover, MA 01845 Ph: 978-557-0720 or 800-589-8956 E-Mail: pdi@PDIonline.org Internet: http://www.pdionline.org

SCIENTIFIC CERTIFICATION SYSTEMS (SCS)

2000 Powell Street, Suite 600 Emeryville, CA 94608 Ph: 800-326-3228 E-mail: info@SCSglobal services.com Internet: http://www.scsglobalservices.com/

SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION

(SMACNA)

4201 Lafayette Center Drive Chantilly, VA 20151-1219 Ph: 703-803-2980 Fax: 703-803-3732 Internet: http://www.smacna.org

SOCIETY FOR PROTECTIVE COATINGS (SSPC)

40 24th Street, 6th Floor Pittsburgh, PA 15222 Ph: 412-281-2331 Fax: 412-281-9992 E-mail: info@sspc.org Internet: http://www.sspc.org

SOCIETY OF AUTOMOTIVE ENGINEERS INTERNATIONAL (SAE)

400 Commonwealth Drive Warrendale, PA 15096 Ph: 724-776-4970 Fax: 877-606-7323 E-mail: customerservice@sae.org Internet: http://www.sae.org

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SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD)

21865 Copley Drive Diamond Bar, CA 91765 Ph: 909-396-2000 E-mail: webinquiry@aqmd.gov Internet: http://www.aqmd.gov

STEEL DOOR INSTITUTE (SDI/DOOR)

30200 Detroit Road Westlake, OH 44145 Ph: 440-899-0010 Fax: 440-892-1404 E-mail: info@steeldoor.org Internet: http://www.steeldoor.org

TECHNICAL ASSOCIATION OF THE PULP AND PAPER INDUSTRY (TAPPI)

15 Technology Parkway South, Suite 115 Peachtree Corners, GA 30092 Ph: 800-322-8686 or 770-446-1400 Fax: 770-446-6947 E-mail: memberconnection@tappi.org Internet: http://www.tappi.org

TILE COUNCIL OF NORTH AMERICA (TCNA)

100 Clemson Research Boulevard Anderson, SC 29625 Ph: 864-646-8453 Fax: 864-646-2821 E-mail: info@tileusa.com Internet: http://www.tcnatile.com/

U.S. ARMY CORPS OF ENGINEERS (USACE)

CRD-C DOCUMENTS available on Internet:

http://www.wbdg.org/ccb/browse_cat.php?c=68 Order Other Documents from:

USACE Publications Depot Attn: CEHEC-IM-PD 2803 52nd Avenue Hyattsville, MD 20781-1102 Ph: 301-394-0081 Fax: 301-394-0084 E-mail: pubs-army@usace.army.mil Internet: http://www.publications.usace.army.mil/ or http://www.hnc.usace.army.mil/Missions/Engineering/TECHINFO.aspx

U.S. DEPARTMENT OF DEFENSE (DOD)

Order DOD Documents from:

Room 3A750-The Pentagon 1400 Defense Pentagon Washington, DC 20301-1400 Ph: 703-571-3343

FAX: 215-697-1462

E-mail: customerservice@ntis.gov Internet: http://www.ntis.gov Obtain Military Specifications, Standards and Related Publications from:

Acquisition Streamlining and Standardization Information System

SECTION 01 42 00 Page 10

(ASSIST)

Department of Defense Single Stock Point (DODSSP) Document Automation and Production Service (DAPS) Building 4/D 700 Robbins Avenue Philadelphia, PA 19111-5094 Ph: 215-697-6396 - for account/password issues Internet: http://assist.daps.dla.mil/online/start/; account registration required Obtain Unified Facilities Criteria (UFC) from:

Whole Building Design Guide (WBDG) National Institute of Building Sciences (NIBS) 1090 Vermont Avenue NW, Suite 700 Washington, CD 20005 Ph: 202-289-7800 Fax: 202-289-1092 Internet: http://www.wbdg.org/references/docs_refs.php

U.S. DEPARTMENT OF STATE (SD)

2201 C Street, NW Washington, DC 20520 Internet: http://www.state.gov

U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA)

Ariel Rios Building 1200 Pennsylvania Avenue, N.W.

Washington, DC 20004 Ph: 202-272-0167 Internet: http://www2.epa.gov/libraries --- Some EPA documents are available only from:

National Technical Information Service (NTIS) 5301 Shawnee Road Alexandria, VA 22312 Ph: 703-605-6050 or 1-688-584-8332 Fax: 703-605-6900 E-mail: info@ntis.gov Internet: http://www.ntis.gov

U.S. FEDERAL COMMUNICATIONS COMMISSION (FCC)

445 12th Street SW Washington, DC 20554 Ph: 888-225-5322

TTY: 888-835-5322

Fax: 866-418-0232 Internet: http://www.fcc.gov Order Publications From:

Superintendent of Documents U.S. Government Printing Office (GPO) 710 North Capitol Street, NW Washington, DC 20401-0001 Ph: 202-512-1800 Fax: 866-418-0232 E-mail: gpoweb@gpo.gov Internet: http://www.gpoaccess.gov/

U.S. GENERAL SERVICES ADMINISTRATION (GSA)

General Services Administration 1275 First St. NE Washington, DC 20417

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Ph: 202-501-1231 Internet: http://www.gsaelibrary.gsa.gov/ElibMain/home.do Obtain documents from:

Acquisition Streamlining and Standardization Information System

(ASSIST)

Internet: https://assist.dla.mil/online/start/; account registration required

U. S. GREEN BUILDING COUNCIL (USGBC)

2101 L St NW, Suite 500 Washington, D.C. 20037 Ph: 800-795-1747 Internet: http://www.usgbc.org

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

8601 Adelphi Road College Park, MD 20740-6001 Ph: 866-272-6272 Fax: 301-837-0483 Internet: http://www.archives.gov Order documents from:

Superintendent of Documents U.S.Government Printing Office (GPO) 710 North Capitol Street, NW Washington, DC 20401 Ph: 202-512-1800 Fax: 202-512-2104 E-mail: contactcenter@gpo.gov Internet: http://www.gpoaccess.gov

UL ENVIRONMENT (ULE)

2211 Newmarket Parkway, Suite 106 Marietta, GA 30067 Ph: 770-933-0638 Fax: 770-980-0072 E-mail: environment@ul.com Intertet: http://www.ul.com/environment

UNDERWRITERS LABORATORIES (UL)

2600 N.W. Lake Road Camas, WA 98607-8542 Ph: 877-854-3577 E-mail: CEC.us@us.ul.com Internet: http://www.ul.com/ UL Directories available through IHS at http://www.ihs.com

WINDOW AND DOOR MANUFACTURERS ASSOCIATION (WDMA)

330 N Wabash Avenue, Suite 2000 Chicago, IL 60611 Ph: 312-321-6802 E-mail: wdma@wdma.com Internet: http://www.wdma.com

PART 2 PRODUCTS

Not used

SECTION 01 42 00 Page 12

PART 3 EXECUTION

Not used

-- End of Section --

SECTION 01 42 00 Page 13

SECTION 08 11 13

STEEL DOORS AND FRAMES

02/10

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only.

AMERICAN WELDING SOCIETY (AWS)

AWS D1.1/D1.1M (2010; Errata 2011) Structural Welding Code - Steel

ASTM INTERNATIONAL (ASTM)

ASTM A653/A653M (2013) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process

ASTM A879/A879M (2012) Standard Specification for Steel Sheet, zinc Coated by the Electrolytic Process for Applications Requiring Designation of the Coating Mass on Each Surface

ASTM A924/A924M (2014) Standard Specification for General Requirements for Steel Sheet, Metallic-Coated by the Hot-Dip Process

ASTM C578 (2014a) Standard Specification for Rigid, Cellular Polystyrene Thermal Insulation

ASTM C591 (2013) Standard Specification for Unfaced Preformed Rigid Cellular Polyisocyanurate Thermal Insulation

ASTM C612 (2014) Mineral Fiber Block and Board Thermal Insulation

ASTM D2863 (2013) Measuring the Minimum Oxygen Concentration to Support Candle-Like Combustion of Plastics (Oxygen Index)

ASTM E1300 (2012a; E 2012) Determining Load Resistance of Glass in Buildings

ASTM F2248 (2012) Standard Practice for Specifying an Equivalent 3-Second Duration Design Loading for Blast Resistant Glazing Fabricated with Laminated Glass

SECTION 08 11 13 Page 1

BUILDERS HARDWARE MANUFACTURERS ASSOCIATION (BHMA)

ANSI/BHMA A156.115 (2006) Hardware Preparation in Steel Doors and Steel Frames

NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS (NAAMM)

NAAMM HMMA HMM (1999; R2000) Hollow Metal Manual

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 105 (2013) Standard for Installation of Smoke Door Assemblies and Other Opening Protectives

NFPA 252 (2012) Standard Methods of Fire Tests of Door Assemblies

NFPA 80 (2013) Standard for Fire Doors and Other Opening Protectives

STEEL DOOR INSTITUTE (SDI/DOOR)

SDI/DOOR 111 (2009) Recommended Selection and Usage Guide for Standard Steel Doors, Frames and Accessories

SDI/DOOR 113 (2001; R2006) Standard Practice for Determining the Steady State Thermal Transmittance of Steel Door and Frame Assemblies

SDI/DOOR A250.11 (2001) Recommended Erection Instructions for Steel Frames

SDI/DOOR A250.4 (2011) Test Procedure and Acceptance Criteria for Physical Endurance for Steel Doors and Hardware Reinforcing

SDI/DOOR A250.6 (2003; R2009) Recommended Practice for Hardware Reinforcing on Standard Steel Doors and Frames

SDI/DOOR A250.8 (2003; R2008) Recommended Specifications for Standard Steel Doors and Frames

UNDERWRITERS LABORATORIES (UL)

UL 10C (2009) Standard for Positive Pressure Fire Tests of Door Assemblies

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance with Section 01 33 29.00 37 SUSTAINABILITY. Submit the following in accordance

SECTION 08 11 13 Page 2 with Section 01 33 00.00 37 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Doors; G

Frames; G

Accessories

Show elevations, construction details, metal gages, hardware provisions, method of glazing, and installation details.

Schedule of doors; G

Schedule of frames; G

Submit door and frame locations.

SD-03 Product Data

Doors; G

Frames; G

Accessories

Submit manufacturer's descriptive literature for doors, frames, and accessories. Include data and details on door construction, panel (internal) reinforcement, insulation, and door edge construction. When "custom hollow metal doors" are provided in lieu of "standard steel doors," provide additional details and data sufficient for comparison to SDI/DOOR A250.8 requirements.

1.3 DELIVERY, STORAGE, AND HANDLING

Deliver doors, frames, and accessories undamaged and with protective wrappings or packaging. Strap knock-down frames in bundles. Provide temporary steel spreaders securely fastened to the bottom of each welded frame. Store doors and frames on platforms under cover in clean, dry, ventilated, and accessible locations, with 1/4 inch airspace between doors. Remove damp or wet packaging immediately and wipe affected surfaces dry. Replace damaged materials with new.

PART 2 PRODUCTS

2.1 STANDARD STEEL DOORS

SDI/DOOR A250.8, except as specified otherwise. Prepare doors to receive door hardware as specified in Section 08 71 00. Undercut where indicated.

Exterior doors shall have top edge closed flush and sealed to prevent water intrusion. Doors shall be 1-3/4 inch thick, unless otherwise indicated.

Provide exterior glazing in accordance with ASTM F2248 and ASTM E1300.

2.1.1 Classification - Level, Performance, Model

2.1.1.1 Heavy Duty Doors

SDI/DOOR A250.8, Level 2, physical performance Level B, Model 1, with core

SECTION 08 11 13 Page 3 construction as required by the manufacturer for interior doors and for exterior doors, of size(s) and design(s) indicated. Where vertical stiffener cores are required, the space between the stiffeners shall be filled with mineral board insulation.

2.2 CUSTOM HOLLOW METAL DOORS

Provide custom hollow metal doors where nonstandard steel doors are indicated. At the Contractor's option, custom hollow metal doors may be provided in lieu of standard steel doors. Door size(s), design(s), materials, construction, gages, and finish shall be as specified for standard steel doors and shall comply with the requirement of NAAMM HMMA HMM.

Fill all spaces in doors with insulation. Close top and bottom edges with steel channels not lighter than 16 gage. Close tops of exterior doors flush with an additional channel and seal to prevent water intrusion.

Prepare doors to receive hardware specified in Section 08 71 00 DOOR HARDWARE. Doors shall be 1-3/4 inch thick, unless otherwise indicated.

2.3 INSULATED STEEL DOOR SYSTEMS

At the option of the Contractor, insulated steel doors and frames may be provided in lieu of Level 1 standard steel doors and frames. Door size(s), design, and material shall be as specified for standard steel doors.

Insulated steel doors shall have a core of polyurethane foam and an R factor of 10.0 or more (based on a k value of 0.16); face sheets, edges, and frames of galvanized steel not lighter than 23 gage, 16 gage, and 16 gage respectively; magnetic weatherstripping; nonremovable-pin hinges;

thermal-break aluminum threshold; and vinyl door bottom. Doors and frames shall receive phosphate treatment, rust-inhibitive primer, and baked acrylic enamel finish. Doors shall have been tested in accordance with SDI/DOOR A250.4 and shall have met the requirements for Level C. Prepare doors to receive specified hardware.Doors shall be 1-3/4 inch thick.

Provide insulated steel doors and frames at exterior doors.

2.4 SOUND RATED STEEL DOORS

Refer to Specification Section 08 34 73 SOUND CONTROL DOOR ASSEMBLIES

2.5 ACCESSORIES

2.5.1 Louvers

2.5.1.1 Interior Louvers

SDI/DOOR 111, Louvers shall be stationary sightproof type. Detachable moldings on room or non security side of door; on security side of door, moldings to be integral part of louver. Form louver frames of 20 gage steel and louver blades of a minimum 24 gage. Sightproof louvers to be inverted "V" blade design with minimum 55 and inverted "Y" blade design with minimum 40 percent net-free opening.

2.5.2 Astragals

For pairs of exterior steel doors which will not have aluminum astragals or removable mullions, as specified in Section 08 71 00 DOOR HARDWARE provide overlapping steel astragals with the doors. For interior pairs of fire rated and smoke control doors, provide stainless steel astragals complying with NFPA 80 for fire rated assemblies and NFPA 105 for smoke control assemblies.

SECTION 08 11 13 Page 4

2.5.3 Moldings

Provide moldings around glass of interior and exterior doors and louvers of interior doors. Provide nonremovable moldings on outside of exterior doors and on corridor side of interior doors. Other moldings may be stationary or removable. Secure inside moldings to stationary moldings, or provide snap-on moldings. Muntins shall interlock at intersections and shall be fitted and welded to stationary moldings.

2.6 INSULATION CORES

Insulated cores shall be of type specified, and provide an apparent U-factor of .48 in accordance with SDI/DOOR 113 and shall conform to:

a. Rigid Cellular Polyisocyanurate Foam: ASTM C591, Type I or II, foamed-in-place or in board form, with oxygen index of not less than 22 percent when tested in accordance with ASTM D2863; or

b. Rigid Polystyrene Foam Board: ASTM C578, Type I or II; or

c. Mineral board: ASTM C612, Type I.

2.7 STANDARD STEEL FRAMES

SDI/DOOR A250.8, Level 3, except as otherwise specified. Form frames to sizes and shapes indicated, with welded corners or knock-down field-assembled corners. Provide steel frames for doors, sidelights, mullions, and interior glazed panels, unless otherwise indicated.

2.7.1 Welded Frames

Continuously weld frame faces at corner joints. Mechanically interlock or continuously weld stops and rabbets. Grind welds smooth.

Weld frames in accordance with the recommended practice of the Structural Welding Code Sections 1 through 6, AWS D1.1/D1.1M and in accordance with the practice specified by the producer of the metal being welded.

2.7.2 Knock-Down Frames

Design corners for simple field assembly by concealed tenons, splice plates, or interlocking joints that produce square, rigid corners and a tight fit and maintain the alignment of adjoining members. Provide locknuts for bolted connections.

2.7.3 Mullions

Mullions shall be closed or tubular construction and be a member with heads and jambs butt-welded thereto or knock-down for field assembly. Bottom of door mullions shall have adjustable floor anchors and spreader connections.

2.7.4 Stops and Beads

Form stops and beads from 20 gage steel. Provide for glazed and other openings in standard steel frames. Secure beads to frames with oval-head, countersunk Phillips self-tapping sheet metal screws or concealed clips and fasteners. Space fasteners approximately 12 to 16 inch on center. Miter molded shapes at corners. Butt or miter square or rectangular beads at

SECTION 08 11 13 Page 5 corners.

2.7.5 Anchors

Provide anchors to secure the frame to adjoining construction. Provide steel anchors, zinc-coated or painted with rust-inhibitive paint, not lighter than 18 gage.

2.7.5.1 Wall Anchors

Provide at least three anchors for each jamb. For frames which are more than 7.5 feet in height, provide one additional anchor for each jamb for each additional 2.5 feet or fraction thereof.

a. Masonry: Provide anchors of corrugated or perforated steel straps or 3/16 inch diameter steel wire, adjustable or T-shaped;

b. Stud partitions: Weld or otherwise securely fasten anchors to backs of frames. Design anchors to be fastened to closed steel studs with sheet metal screws, and to open steel studs by wiring or welding;

c. Completed openings: Secure frames to previously placed concrete or masonry with expansion bolts in accordance with SDI/DOOR 111;

and

2.7.5.2 Floor Anchors

Provide floor anchors drilled for 3/8 inch anchor bolts at bottom of each jamb member. Where floor fill occurs, terminate bottom of frames at the indicated finished floor levels and support by adjustable extension clips resting on and anchored to the structural slabs.

2.8 FIRE DOORS AND FRAMES

NFPA 80 and this specification. The requirements of NFPA 80 shall take precedence over details indicated or specified.

2.8.1 Labels

Fire doors and frames shall bear the label of Underwriters Laboratories (UL), Factory Mutual Engineering and Research (FM), or Warnock Hersey International (WHI) attesting to the rating required. Testing shall be in accordance with NFPA 252 or UL 10C. Labels shall be metal with raised letters, and shall bear the name or file number of the door and frame manufacturer. Labels shall be permanently affixed at the factory to frames and to the hinge edge of the door. Door labels shall not be painted.

2.8.2 Oversized Doors

For fire doors and frames which exceed the size for which testing and labeling are available, furnish certificates stating that the doors and frames are identical in design, materials, and construction to a door which has been tested and meets the requirements for the class indicated.

2.8.3 Astragal on Fire Doors

On pairs of labeled fire doors, conform to NFPA 80 and UL requirements.

SECTION 08 11 13 Page 6

2.9 WEATHERSTRIPPING

As specified in Section 08 71 00 DOOR HARDWARE.

2.10 HARDWARE PREPARATION

Provide minimum hardware reinforcing gages as specified in SDI/DOOR A250.6.

Drill and tap doors and frames to receive finish hardware. Prepare doors and frames for hardware in accordance with the applicable requirements of SDI/DOOR A250.8 and SDI/DOOR A250.6. For additional requirements refer to ANSI/BHMA A156.115. Drill and tap for surface-applied hardware at the project site. Build additional reinforcing for surface-applied hardware into the door at the factory. Locate hardware in accordance with the requirements of SDI/DOOR A250.8, as applicable. Punch door frames , with the exception of frames that will have weatherstripping or lightproof or soundproof gasketing, to receive a minimum of two rubber or vinyl door silencers on lock side of single doors and one silencer for each leaf at heads of double doors. Set lock strikes out to provide clearance for silencers.

2.11 FINISHES

2.11.1 Factory-Primed Finish

All surfaces of doors and frames shall be thoroughly cleaned, chemically treated and factory primed with a rust inhibiting coating as specified in

SDI/DOOR A250.8.

2.11.2 Hot-Dip Zinc-Coated and Factory-Primed Finish (For Doors and Frames at B2 Aquatics Training Center)

Fabricate doors and frames from hot dipped zinc coated steel, alloyed type, that complies with ASTM A924/A924Mand ASTM A653/A653M. The coating weight shall meet or exceed the minimum requirements for coatings having 0.4 ounces per square foot, total both sides, i.e., A40. Repair damaged zinc-coated surfaces by the application of zinc dust paint. Thoroughly clean and chemically treat to insure maximum paint adhesion. Factory prime as specified in SDI/DOOR A250.8.

2.11.3 Electrolytic Zinc-Coated Anchors and Accessories

Provide electrolytically deposited zinc-coated steel in accordance with ASTM A879/A879M, Commercial Quality, Coating Class A. Phosphate treat and factory prime zinc-coated surfaces as specified in SDI/DOOR A250.8.

2.12 FABRICATION AND WORKMANSHIP

Finished doors and frames shall be strong and rigid, neat in appearance, and free from defects, waves, scratches, cuts, dents, ridges, holes, warp, and buckle. Molded members shall be clean cut, straight, and true, with joints coped or mitered, well formed, and in true alignment. Dress exposed welded and soldered joints smooth. Design door frame sections for use with the wall construction indicated. Corner joints shall be well formed and in true alignment. Conceal fastenings where practicable. On wraparound frames for masonry partitions, provide a throat opening 1/8 inch larger than the actual masonry thickness. Design other frames in exposed masonry walls or partitions to allow sufficient space between the inside back of trim and masonry to receive caulking compound.

SECTION 08 11 13 Page 7

2.12.1 Grouted Frames

For frames to be installed in exterior walls and to be filled with mortar or grout, fill the stops with strips of rigid insulation to keep the grout out of the stops and to facilitate installation of stop-applied head and jamb seals.

2.13 PROVISIONS FOR GLAZING

Materials are specified in Section 08 81 00, GLAZING.

PART 3 EXECUTION

3.1 INSTALLATION

3.1.1 Frames

Set frames in accordance with SDI/DOOR A250.11. Plumb, align, and brace securely until permanent anchors are set. Anchor bottoms of frames with expansion bolts or powder-actuated fasteners. Build in or secure wall anchors to adjoining construction. Where frames require ceiling struts or overhead bracing, anchor frames to the struts or bracing. Backfill frames with mortar. Coat inside of frames with corrosion-inhibiting bituminous material. For frames in exterior walls, ensure that stops are filled with rigid insulation before grout is placed.

3.1.2 Doors

Hang doors in accordance with clearances specified in SDI/DOOR A250.8.

After erection and glazing, clean and adjust hardware.

3.1.3 Fire and Smoke Doors and Frames

Install fire doors and frames, including hardware, in accordance with

NFPA 80.

3.2 PROTECTION

Protect doors and frames from damage. Repair damaged doors and frames prior to completion and acceptance of the project or replace with new, as directed. Wire brush rusted frames until rust is removed. Clean thoroughly. Apply an all-over coat of rust-inhibitive paint of the same type used for shop coat.

3.3 CLEANING

Upon completion, clean exposed surfaces of doors and frames thoroughly.

Remove mastic smears and other unsightly marks.

SECTION 08 11 13 Page 8

SECTION 08 14 00

WOOD DOORS

08/11

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only.

ARCHITECTURAL WOODWORK INSTITUTE (AWI)

AWI AWS (2009) Architectural Woodwork Standards

ASTM INTERNATIONAL (ASTM)

ASTM E2226 (2012) Standard Practice for Application of Hose Stream

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 252 (2012) Standard Methods of Fire Tests of Door Assemblies

NFPA 80 (2013) Standard for Fire Doors and Other Opening Protectives

SCIENTIFIC CERTIFICATION SYSTEMS (SCS)

SCS Scientific Certification Systems (SCS)Indoor Advantage

U.S. GREEN BUILDING COUNCIL (USGBC)

LEED GBDC Ref Guide (2009; R 2010) LEED Reference Guide for Green Building Design, Construction and Major Renovations of Commercial and Institutional Buildings including Core & Shell and K-12 Projects

LEED NC (2009) Leadership in Energy and Environmental Design(tm) New Construction Rating System

UL ENVIRONMENT (ULE)

ULE Greenguard UL Greenguard Certification Program

UNDERWRITERS LABORATORIES (UL)

UL 10B (2008; Reprint Apr 2009) Fire Tests of Door Assemblies

SECTION 08 14 00 Page 1

WINDOW AND DOOR MANUFACTURERS ASSOCIATION (WDMA)

ANSI/WDMA I.S.1A (2013) Interior Architectural Wood Flush Doors

WDMA I.S.4 (2013) Preservative Treatment for Millwork

WDMA TM-7 (2008) Cycle Slam Test Method

WDMA TM-8 (2008) Hinge Loading Test Method

1.2 SUBMITTALS

Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance with Section 01 33 29.00 37 SUSTAINABILITY. Submit the following in accordance with Section 01 33 00.00 37 SUBMITTAL PROCEDURES.

SD-02 Shop Drawings

Doors; G

Submit drawings or catalog data showing each type of door unit;

descriptive data of head and jamb weatherstripping with installation instructions shall be included. Drawings and data shall indicate door type and construction, sizes, thickness, methods of assembly, and glazing,.

SD-03 Product Data

Doors; G

Accessories

Water-resistant sealer

Sample warranty

Fire resistance rating; G

Certification

Local/Regional Materials; (LEED NC)

LEED documentation relative to local/regional materials credit in accordance with LEED GBDC Ref Guide. Include in LEED Documentation Notebook.

SD-04 Samples

Doors

Prior to the delivery of wood doors, submit a sample section of each type of door which shows the stile, rail, veneer, finish, and core construction.

Door finish colors; G

Submit a minimum of three color selection samples , minimum 3 by 5 inches in size representing wood stain for selection by the

SECTION 08 14 00 Page 2

Contracting Officer.

SD-06 Test Reports

Cycle-slam

Hinge loading resistance

Submit cycle-slam test report for doors tested in accordance with WDMA TM-7, and hinge loading resistance test report for doors tested in accordance with WDMA TM-8.

1.3 SUSTAINABLE DESIGN CERTIFICATION/DOCUMENTATION

Product shall be third party certified in accordance with ULE Greenguard, SCS Scientific Certification Systems Indoor Advantage or equal.

Certification shall be performed annually and shall be current.

1.4 LOCAL/REGIONAL MATERIALS

Use products extracted, harvested, or recovered, as well as manufactured, within a 500 mile radius from the project site, if available from a minimum of three sources. Refer to Section 01 33 29.00 37 SUSTAINABILITY for cumulative total local material requirements. Wood doors may be locally available.

1.5 DELIVERY, STORAGE, AND HANDLING

Deliver doors to the site in an undamaged condition and protect against damage and dampness. Stack doors flat under cover. Support on blocking, a minimum of 4 inch thick, located at each end and at the midpoint of the door. Store doors in a well-ventilated building so that they will not be exposed to excessive moisture, heat, dryness, direct sunlight, or extreme changes of temperature and humidity. Do not store in a building under construction until concrete, masonry work, and plaster are dry. Replace defective or damaged doors with new ones.

1.6 WARRANTY

Warrant doors free of defects as set forth in the door manufacturer's standard door warranty.

PART 2 PRODUCTS

2.1 DOORS

Provide doors of the types, sizes, and designs indicated on drawings and specified free of urea-formaldehyde resins.

2.1.1 Flush Doors

Conform to ANSI/WDMA I.S.1A for flush doors. Provide hollow core doors with lock blocks and 1 inch minimum thickness hinge stile. Hardwood stile edge bands of doors receives a natural finish, compatible with face veneer.

Provide mill option for stile edge of doors scheduled to be painted. No visible finger joints will be accepted in stile edge bands. When used, locate finger-joints under hardware.

SECTION 08 14 00 Page 3

2.1.1.1 Interior Flush Doors

Provide staved lumber core, Type II flush doors conforming to ANSI/WDMA I.S.1A with faces of A grade natural birch. Hardwood veneers shall be plain sliced book matched.

2.1.2 Acoustical Doors

Refer to Specification Section 08 34 73 SOUND CONTROL DOOR ASSEMBLIES.

2.1.3 Composite-Type Fire Doors

Provide doors specified or indicated to have a fire resistance rating conforming to the requirements of UL 10B, ASTM E2226, or NFPA 252 for the class of door indicated. Affix a permanent metal label with raised or incised markings indicating testing agency's name and approved hourly fire rating to hinge edge of each door.

2.2 ACCESSORIES

2.2.1 Door Light Openings

Provide glazed openings with the manufacturer's standard wood moldings.

Provide moldings for doors to receive natural finish of the same wood species and color as the wood face veneers. Lip type moldings for flush doors.

2.2.2 Additional Hardware Reinforcement

Provide the minimum lock blocks to secure the specified hardware. The measurement of top, bottom, and intermediate rail blocks are a minimum 125 mm 5 inch by full core width. Comply with the manufacturer's labeling requirements for reinforcement blocking, but not mineral material similar to the core.

2.2.3 Shelves for Dutch Doors

Fabricate shelves of 1.125 inch thick wood, 8 inches wide. Brackets shall be stock type, minimum 4 inch by 4 inch, fabricated of the same material used to fabricate shelves.

2.3 FABRICATION

2.3.1 Marking

Stamp each door with a brand, stamp, or other identifying mark indicating quality and construction of the door.

2.3.2 Quality and Construction

Identify the standard on which the construction of the door was based, identify the standard under which preservative treatment was made, and identify doors having a Type I glue bond.

2.3.3 Preservative Treatment

Treat doors scheduled for restrooms, janitor closets and other possible wet locations including exterior doors with a water-repellent preservative treatment and so marketed at the manufacturer's plant in accordance with

SECTION 08 14 00 Page 4

WDMA I.S.4.

2.3.4 Adhesives and Bonds

ANSI/WDMA I.S.1A. Use Type I bond for exterior doors and Type II bond for interior doors. Provide a nonstaining adhesive on doors with a natural finish.

2.3.5 Prefitting

Provide factory prefinished and factory prefitted doors for the specified hardware, door frame and door-swing indicated. Machine and size doors at the factory by the door manufacturer in accordance with the standards under which the doors are produced and manufactured. The work includes sizing, beveling edges, mortising, and drilling for hardware and providing necessary beaded openings for glass and louvers. Provide the door manufacturer with the necessary hardware samples, and frame and hardware schedules to coordinate the work.

2.3.6 Finishes

2.3.6.1 Factory Finish

Provide doors finished at the factory by the door manufacturer as follows:

AWI AWS Section 1500, specification for System No. 4 Conversion varnish alkyd urea or System No. 5 Vinyl catalyzed. The coating is AWI AWS premium, medium rubbed sheen, open grain effect. Use stain when required to produce the finish specified for color. Seal edges, cutouts, trim, and wood accessories, and apply two coats of finish compatible with the door face finish. Touch-up finishes that are scratched or marred, or where exposed fastener holes are filled, in accordance with the door manufacturer's instructions. Match color and sheen of factory finish using materials compatible for field application.

2.3.6.2 Color

Provide door finish colors as indicated on the drawings.

2.3.7 Water-Resistant Sealer

Provide manufacturer's standard water-resistant sealer compatible with the specified finishes.

2.4 SOURCE QUALITY CONTROL

Meet or exceed the following minimum performance criteria of stiles of "B" and "C" label fire doors utilizing standard mortise leaf hinges:

a. Cycle-slam: 200,000 cycles with no loose hinge screws or other visible signs of failure when tested in accordance with the requirements of

WDMA TM-7.

b. Hinge loading resistance: Averages of ten test samples not less than 700 pounds load when tested for direct screw withdrawal in accordance with WDMA TM-8 using a No. 12, 1-1/4 inch long, steel, fully threaded wood screw. Drill 5/32 inch pilot hole, use 1-1/2 inch opening around screw for bearing surface, and engage screw full, except for last 1/8 inch. Do not use a steel plate to reinforce screw area.

SECTION 08 14 00 Page 5

3.1 INSTALLATION

Before installation, seal top and bottom edges of doors with the approved water-resistant sealer. Seal cuts made on the job immediately after cutting using approved water-resistant sealer. Fit, trim, and hang doors with a 1/16 inch minimum, 1/8 inch maximum clearance at sides and top, and a 3/16 inch minimum, 1/4 inch maximum clearance over thresholds. Provide 3/8 inch minimum, 7/16 inch maximum clearance at bottom where no threshold occurs. Bevel edges of doors at the rate of 1/8 inch in 2 inch. Door warp shall not exceed 1/4 inch when measured in accordance with ANSI/WDMA I.S.1A.

3.1.1 Fire Doors

Install fire doors in accordance with NFPA 80. Do not paint over labels.

SECTION 08 14 00 Page 6

SECTION 08 33 23

OVERHEAD COILING DOORS

08/15

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

ASCE 7 (2010; Errata 2011; Supp 1 2013) Minimum Design Loads for Buildings and Other Structures

AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING

ENGINEERS (ASHRAE)

ASHRAE FUN IP (2013; Addenda and Corrigendum 2013) Fundamentals Handbook, I-P Edition

ASME INTERNATIONAL (ASME)

ASME B29.400 (2001; R 2013) Combination, "H" Type Mill Chains, and Sprockets

ASTM INTERNATIONAL (ASTM)

ASTM A153/A153M (2009) Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware

ASTM A27/A27M (2013) Standard Specification for Steel Castings, Carbon, for General Application

ASTM A307 (2014) Standard Specification for Carbon Steel Bolts and Studs, 60 000 PSI Tensile Strength

ASTM A36/A36M (2014) Standard Specification for Carbon Structural Steel

ASTM A48/A48M (2003; R 2012) Standard Specification for Gray Iron Castings

ASTM A53/A53M (2012) Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless

ASTM A653/A653M (2015) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process

SECTION 08 33 23 Page 1

ASTM A666 (2015) Standard Specification for Annealed or Cold-Worked Austenitic Stainless Steel Sheet, Strip, Plate and Flat Bar

ASTM A780/A780M (2009; R 2015) Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings

ASTM A924/A924M (2014) Standard Specification for General Requirements for Steel Sheet, Metallic-Coated by the Hot-Dip Process

ASTM B221 (2014) Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes

ASTM D2000 (2012) Standard Classification System for Rubber Products in Automotive Applications

ASTM E330 (2002; R 2010) Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference

ASTM E84 (2015b) Standard Test Method for Surface Burning Characteristics of Building Materials

ASTM F568M (2007) Standard Specification for Carbon and Alloy Steel Externally Threaded Metric Fasteners

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

NEMA ICS 2 (2000; R 2005; Errata 2008) Standard for Controllers, Contactors, and Overload Relays Rated 600 V

NEMA ICS 6 (1993; R 2011) Enclosures

NEMA MG 1 (2014) Motors and Generators

NEMA ST 1 (1988; R 1994; R 1997) Specialty Transformers (Except General Purpose Type)

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2014; AMD 1 2013; Errata 1 2013; AMD 2 2013; Errata 2 2013; AMD 3 2014; Errata 3-4 2014; AMD 4-6 2014) National Electrical Code

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a…