PN79439-2_Specifications_Ready to Advertise_Vol2.pdf

PN79439.2

SOF Advanced Skills Training Facility Annex and Hazmat Facilities

Fort Bragg, North Carolina

This project was designed by the Wilmington District of the U.S. Army Corps of Engineers. The initials or signatures and registration designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152.

RTA Specifications

Solicitation No. W912PM22R0012 Contract No. W912PM22XXXXX

Volume II of IV

AUGUST 2022

CUI

US Army Corps of Engineers ®

Wilmington District

PN 79439.2, SOF Technical Support Training Annex and HAZMAT Storage

Fort Bragg, NC

A-E Contract: W912PM22C0007 Task Order: W81LJ821571676

Solicitation No. W912PM22R0012

205 North Michigan Avenue, Suite 3800 Chicago, Illinois 60601-5941, USA

312.616.7500 | www.expfederal.com A-E Project No.: CHI-00243079-A0

Volume 2 of 3

READY TO ADVERTISE

AUGUST 2022

08.02.2022

SPECIFICATIONS

Building, Yarborough Complex, PN79439.2 SOF Technical Support Training Annex & HAZMAT Storage Building, Fort Bragg, NC

W912PM22R0012

Design Analysis July 2022

THIS PAGE IS INTENTIONALLY LEFT BLANK

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

01 10 00 SOLICITATION CLIN SCHEDULE

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 08/15 SUMMARY OF WORK

01 14 00 11/11 WORK RESTRICTIONS

01 20 00.00 20 11/11 PRICE AND PAYMENT PROCEDURES

01 30 00 08/15 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 02/15 PROJECT SCHEDULE

01 33 00 05/11 SUBMITTAL PROCEDURES

01 33 00 ATTACHMENT A SUBMITTAL REGISTER

01 33 00 ATTACHMENT B ENG FORM 4025-R SAMPLE

01 33 29 02/21 SUSTAINABILITY REQUIREMENTS AND

REPORTING

01 33 29 ATTACHMENT A SUSTAINABLE DESIGN REQUIREMENTS FOR

LEED v4 BD+C

01 35 26 11/15 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 26 ATTACHMENT 1 CESO CHECKLIST A-02 ACCIDENT

PREVENTION PLAN

01 35 26 ATTACHMENT 2 SAFETY PERFORMANCE SIGN

01 42 00 11/14 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 11/16 QUALITY CONTROL

01 45 00.15 10 11/16 RESIDENT MANAGEMENT SYSTEM CONTRACTOR

MODE (RMS CM)

01 45 35 02/15 SPECIAL INSPECTIONS

01 45 35 ATTACHMENT A SPECIAL INSPECTIONS SCHEDULE

01 45 35 ATTACHMENT B STATEMENT OF SPECIAL INSPECTIONS

01 50 00 08/09 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 19 11/15 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 19.00 37 05/15 INDOOR AIR QUALITY (IAQ) MANAGEMENT

01 58 00 08/09 PROJECT IDENTIFICATION

01 74 19 02/19, CHG 3: 11/21 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

01 74 19 ATTACHMENT A CONSTRUCTION WASTE MANAGEMENT FOR LEED

v4

01 78 00 08/11 CLOSEOUT SUBMITTALS

01 78 23 08/15 OPERATION AND MAINTENANCE DATA

01 78 24.00 10 05/17 FACILITY DATA REQUIREMENTS

01 83 16.00 37 12/10 EXTERIOR ENCLOSURE PERFORMANCE

REQUIREMENTS

01 91 00.15 10 05/19, CHG 3: 05/22 TOTAL BUILDING COMMISSIONING

01 91 00.15 10 APPENDIX A OPR DOCUMENT

01 91 00.15 10 APPENDIX B BOD DOCUMENT

01 91 00.15 10 APPENDIX C DESIGN PHASE CX PLAN

01 91 00.15 10 APPENDIX C1 MASTER CX TEST REQUEST FORM

01 91 00.15 10 APPENDIX C2a MASTER CX KICKOFF MEETING

01 91 00.15 10 APPENDIX C2b MASTER CX KICKOFF MEETING SIGN-IN SHEET

DIVISION 02 - EXISTING CONDITIONS

02 41 00 05/10 DEMOLITION

DIVISION 03 - CONCRETE

03 30 00 02/19, CHG 3: 11/21 CAST-IN-PLACE CONCRETE

03 45 00 11/11 PRECAST ARCHITECTURAL CONCRETE

DIVISION 04 - MASONRY

04 20 00 02/11 MASONRY

DIVISION 05 - METALS

05 05 23 11/08 WELDING, STRUCTURAL

05 12 00 11/11 STRUCTURAL STEEL

05 30 00 11/11 STEEL DECKS

05 40 00 05/10 COLD-FORMED METAL FRAMING

05 45 00 09/97 PRE-ENGINEERED LIGHT GAGE STEEL

TRUSSED FRAMES

05 50 13 05/17 MISCELLANEOUS METAL FABRICATIONS

05 51 33 02/16 METAL LADDERS

05 52 00 08/15 METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 02/12 ROUGH CARPENTRY

06 20 00 02/12 FINISH CARPENTRY

06 41 16.00 10 08/10 LAMINATE CLAD ARCHITECTURAL CASEWORK

06 61 16 08/10 SOLID SURFACING FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 05 23 08/19 PRESSURE TESTING AN AIR BARRIER SYSTEM

FOR AIR TIGHTNESS

07 08 27.00 10 02/13 BUILDING AIR BARRIER SYSTEM TESTING

FOR COMMISSIONING

07 14 00 02/12 FLUID-APPLIED WATERPROOFING

07 21 13 05/11 BOARD AND BLOCK INSULATION

07 21 16 11/11 MINERAL FIBER BLANKET INSULATION

07 22 00 08/11 ROOF AND DECK INSULATION

07 24 00 05/11 EXTERIOR INSULATION AND FINISH SYSTEMS

07 27 10.00 10 08/19, CHG 1: 02/20 BUILDING AIR BARRIER SYSTEM

07 27 26 05/17 FLUID-APPLIED MEMBRANE AIR BARRIERS

07 60 00 08/08 FLASHING AND SHEET METAL

07 61 14.00 20 05/11 STEEL STANDING SEAM ROOFING

07 84 00 05/10 FIRESTOPPING

07 92 00 01/07 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 02/10 STEEL DOORS AND FRAMES

08 14 00 08/11 WOOD DOORS

08 31 00 05/17 ACCESS DOORS AND PANELS

08 33 23 07/07 OVERHEAD COILING DOORS

08 34 73 05/12 SOUND CONTROL DOOR ASSEMBLIES

08 41 13 02/11 ALUMINUM-FRAMED ENTRANCES AND

STOREFRONTS

08 42 29.23 AUTOMATIC SLIDING DOORS

08 51 13 05/11 ALUMINUM WINDOWS

08 71 00 08/08 DOOR HARDWARE

08 71 00 ATTACHMENT 01 DOOR HARDWARE SETS

08 81 00 08/11 GLAZING

08 91 00 05/11 METAL WALL AND DOOR LOUVERS

DIVISION 09 - FINISHES

09 06 90 05/09 COLOR SCHEDULE

09 22 00 02/10 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 05/11 GYPSUM BOARD

09 30 00 08/10 CERAMIC TILE, QUARRY TILE, AND PAVER

TILE

09 51 00 08/10 ACOUSTICAL CEILINGS

09 65 00 08/10 RESILIENT FLOORING

09 68 00 05/10 CARPET

09 69 13 11/15 RIGID GRID ACCESS FLOORING

09 90 00 05/11 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 00.10 04/06 EXTERIOR SIGNAGE

10 14 00.20 11/12 INTERIOR SIGNAGE

10 21 13 01/07 TOILET COMPARTMENTS

10 22 13 08/10 WIRE MESH PARTITIONS

10 22 39 05/11 FOLDING PANEL PARTITIONS

10 26 13 08/10 WALL AND CORNER GUARDS

10 28 13 07/06 TOILET ACCESSORIES

10 44 16 05/12 FIRE EXTINGUISHERS

10 51 13 05/11 METAL LOCKERS

10 55 23.00 37 07/10 RECESSED CELL PHONE STORAGE UNIT

10 56 13 04/06 STEEL SHELVING

DIVISION 11 - EQUIPMENT

11 31 13 08/08 ELECTRIC KITCHEN EQUIPMENT

11 53 00 05/11 LABORATORY EQUIPMENT AND FUMEHOODS

DIVISION 12 - FURNISHINGS

12 24 13 08/17 ROLLER WINDOW SHADES

12 48 13 08/17 ENTRANCE FLOOR MATS AND FRAMES

DIVISION 13 - SPECIAL CONSTRUCTION

13 12 80 11/14 RELOCATABLE HAZARDOUS MATERIAL AND

HAZARDOUS WASTE STORAGE BUILDINGS

13 48 00 08/08 SEISMIC PROTECTION FOR MISCELLANEOUS

EQUIPMENT

13 48 00.00 10 10/07 SEISMIC PROTECTION FOR MECHANICAL

EQUIPMENT

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 10 05/09 WET PIPE SPRINKLER SYSTEM, FIRE

PROTECTION

DIVISION 22 - PLUMBING

22 00 00 11/11 PLUMBING, GENERAL PURPOSE FIXTURE

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

23 00 00 08/10 AIR SUPPLY, DISTRIBUTION, VENTILATION,

AND EXHAUST SYSTEMS

23 03 00.00 20 08/10 BASIC MECHANICAL MATERIALS AND METHODS

23 05 15 02/09 COMMON PIPING FOR HVAC

23 05 48.00 40 02/11 VIBRATION AND SEISMIC CONTROLS FOR

HVAC PIPING AND EQUIPMENT

23 05 93 08/09 TESTING, ADJUSTING, AND BALANCING FOR

HVAC

23 07 00 02/13 THERMAL INSULATION FOR MECHANICAL

SYSTEMS

23 09 00 02/19, CHG 3: 05/21 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 11/15, CHG 2: 05/21 INSTRUMENTATION AND CONTROL DEVICES

FOR HVAC

23 09 23.01 02/19, CHG 1: 02/20 LONWORKS DIRECT DIGITAL CONTROL FOR

HVAC AND OTHER BUILDING CONTROL SYSTEMS

23 11 25 11/08 FACILITY GAS PIPING

23 23 00 10/07 REFRIGERANT PIPING

23 35 00.00 10 02/09 OVERHEAD VEHICLE TAILPIPE EXHAUST

REMOVAL SYSTEM(S)

23 52 00 04/08 HEATING BOILERS

23 64 10 08/08 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 64 26 08/09 CHILLED WATER PIPING SYSTEMS

23 82 02.00 10 04/08 UNITARY HEATING AND COOLING EQUIPMENT

23 82 46.00 40 08/11 ELECTRIC UNIT HEATERS

DIVISION 25 - INTEGRATED AUTOMATION

25 05 11.00 11/17 CYBERSECURITY FOR HVAC AND BUILDING

AUTOMATION SYSTEM CONTROL SYSTEMS

25 05 11.01 11/17 CYBERSECURITY FOR ELECTRICAL CONTROL

SYSTEMS

25 05 11.02 11/17 CYBERSECURITY FOR FIRE LIFE SAFETY

(FLS)

25 05 11.03 11/17 CYBERSECURITY FOR AUDIO VISUAL CONTROL

SYSTEMS

25 05 11.04 11/17 CYBERSECURITY FOR ELECTRONIC SECUREITY

SYSTEM (ESS) CONTROL SYSTEMS

25 10 10 02/19, CHG 1: 05/21 UTILITY MONITORING AND CONTROL SYSTEM

(UMCS) FRONT END AND INTEGRATION

DIVISION 26 - ELECTRICAL

26 00 00.00 20 07/06 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 00.00 40 08/19 COMMON WORK RESULTS FOR ELECTRICAL

26 05 48.00 10 10/07 SEISMIC PROTECTION FOR ELECTRICAL

EQUIPMENT

26 20 00 02/14 INTERIOR DISTRIBUTION SYSTEM

26 28 01.00 10 10/07 COORDINATED POWER SYSTEM PROTECTION

26 29 23 04/06 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER

600 VOLTS

26 41 00 11/13 LIGHTNING PROTECTION SYSTEM

26 51 00 07/07 INTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 08/11 BUILDING TELECOMMUNICATIONS CABLING

SYSTEM

27 40 00 AUDIO VIDEO SYSTEMS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 16 01.00 10 11/08 SMALL INTRUSION DETECTION SYSTEM

28 20 01.00 10 10/07 ELECTRONIC SECURITY SYSTEM

28 23 23.00 10 02/11 CLOSED CIRCUIT TELEVISION SYSTEMS

28 31 76 08/11 INTERIOR FIRE ALARM AND MASS

NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 00 00 08/08 EARTHWORK

31 11 00 08/08 CLEARING AND GRUBBING

31 31 16.13 11/14 CHEMICAL TERMITE CONTROL

31 32 11 08/08 SOIL SURFACE EROSION CONTROL

ATTACH. 02921FB EROSION CONTROL AND TURF SEEDING

ATTACH. 02936 TURF - BERMUDA GRASS SEEDING

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 19 08/08 FIELD MOLDED SEALANTS FOR SEALING

JOINTS IN RIGID PAVEMENTS

32 05 33 02/10 LANDSCAPE ESTABLISHMENT

32 11 16.16 11/11 BASE COURSE FOR RIGID AND SUBBASE

COURSE FOR FLEXIBLE PAVING

32 11 23 08/08 AGGREGATE AND/OR GRADED-CRUSHED

AGGREGATE BASE COURSE

32 12 10 08/08 BITUMINOUS TACK AND PRIME COATS

32 12 17 04/08 HOT MIX BITUMINOUS PAVEMENT

32 13 13.06 11/11 PORTLAND CEMENT CONCRETE PAVEMENT FOR

ROADS AND SITE FACILITIES

32 16 13 04/08 CONCRETE SIDEWALKS AND CURBS AND

GUTTERS

32 17 23.00 20 04/06 PAVEMENT MARKINGS

32 31 13.53 04/08 HIGH-SECURITY CHAIN LINK FENCES AND

GATES

32 92 19 10/06 SEEDING

32 93 00 02/10 EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 11 00 02/11 WATER DISTRIBUTION

33 30 00 04/08 SANITARY SEWERS

33 40 00 02/10 STORM DRAINAGE UTILITIES

33 61 00 04/08 PREFABRICATED UNDERGROUND COOLING

DISTRIBUTION SYSTEM

33 71 02 02/15 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 04/06 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

-- End of Project Table of Contents --

SOF Tech Support Training Annex CUI PN79439.2 Fort Bragg, North Carolina

SECTION TABLE OF CONTENTS

DIVISION 08 - OPENINGS

SECTION 08 11 13

STEEL DOORS AND FRAMES

02/10 steel doors and frames

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 DELIVERY, STORAGE, AND HANDLING

PART 2 PRODUCTS

2.1 STANDARD STEEL DOORS

2.1.1 Classification - Level, Performance, Model

2.1.1.1 Heavy Duty Doors

2.1.1.2 Extra Heavy Duty Doors

2.2 CUSTOM HOLLOW METAL DOORS

2.3 SOUND RATED STEEL DOORS

2.4 ACCESSORIES

2.4.1 Door Louvers

2.4.2 Astragals

2.4.3 Moldings

2.5 INSULATION CORES

2.6 STANDARD STEEL FRAMES

2.6.1 Welded Frames

2.6.2 Knock-Down Frames

2.6.3 Mullions and Transom Bars

2.6.4 Stops and Beads

2.6.5 Terminated Stops

2.6.6 Cased Openings

2.6.7 Anchors

2.6.7.1 Wall Anchors

2.6.7.2 Floor Anchors

2.7 FIRE AND SMOKE DOORS AND FRAMES

2.7.1 Labels

2.7.2 Oversized Doors

2.7.3 Astragal on Fire and Smoke Doors

2.8 WEATHERSTRIPPING

2.9 HARDWARE PREPARATION

2.10 FINISHES

2.10.1 Hot-Dip Zinc-Coated and Factory-Primed Finish

2.10.2 Electrolytic Zinc-Coated Anchors and Accessories

2.11 FABRICATION AND WORKMANSHIP

2.11.1 Grouted Frames

2.12 PROVISIONS FOR GLAZING

PART 3 EXECUTION

SECTION 08 11 13 Page 1

READY TO ADVERTISE CUI

3.1 INSTALLATION

3.1.1 Frames

3.1.2 Doors

3.1.3 Fire and Smoke Doors and Frames

3.2 PROTECTION

3.3 CLEANING

-- End of Section Table of Contents --

SECTION 08 11 13 Page 2

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 (2015; Errata 1 2015; Errata 2 2016) Structural Welding Code - Steel

ASTM INTERNATIONAL (ASTM)

ASTM A653/A653M (2015; E 2016) 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 (2017a) 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 3

BUILDERS HARDWARE MANUFACTURERS ASSOCIATION (BHMA)

ANSI/BHMA A156.115 (2014) 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 (2017) Standard Methods of Fire Tests of Door Assemblies

NFPA 80 (2016) Standard for Fire Doors and Other Opening Protectives

STEEL DOOR INSTITUTE (SDI/DOOR)

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 A250.6 (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; Reprint Feb 2015) 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. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Doors; G, AE Frames; G, AE Accessories Weatherstripping

SECTION 08 11 13 Page 4

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

Schedule of doors; G, AE Schedule of frames; G, AE

Submit door and frame locations.

SD-03 Product Data

Doors; G Frames; G Accessories Weatherstripping

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. 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 2, with core construction as required by the manufacturer for interior 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. Provide Level 2 at all interior locations.

2.1.1.2 Extra Heavy Duty Doors

SDI/DOOR A250.8 , Level 3, physical performance Level A, Model 2 with core construction as required by the manufacturer 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

SECTION 08 11 13 Page 5 board insulation. Provide Level 3 at all exterior locations.

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. Undercut doors where indicated. Doors shall be 1-3/4 inch thick, unless otherwise indicated.

2.3 SOUND RATED STEEL DOORS

Doors shall have a Sound Transmission Class (STC) as indicated on the drawings.

2.4 ACCESSORIES

2.4.1 Door Louvers

Fabricate of sizes indicated. Refer to Section 08 91 00 METAL WALL AND

DOOR LOUVERS.

2.4.2 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.

2.4.3 Moldings

Provide moldings around glass of interior and exterior 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.

2.5 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.

SECTION 08 11 13 Page 6

2.6 STANDARD STEEL FRAMES

SDI/DOOR A250.8 , Level 2 at interior locations and level 4 at exterior locations, except as otherwise specified. Form frames to sizes and shapes indicated, with welded corners. Provide steel frames for doors, transoms, sidelights, mullions, cased openings, and interior glazed panels, unless otherwise indicated.

2.6.1 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.

2.6.2 Knock-Down Frames

Are not allowed.

2.6.3 Mullions and Transom Bars

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

2.6.4 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 corners.

2.6.5 Terminated Stops

Where indicated, terminate interior door frame stops 6 inch above floor.

2.6.6 Cased Openings

Fabricate frames for cased openings of same material, gage, and assembly as specified for metal door frames, except omit door stops and preparation for hardware.

2.6.7 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.

2.6.7.1 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

SECTION 08 11 13 Page 7 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;

2.6.7.2 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.

2.7 FIRE AND SMOKE DOORS AND FRAMES

NFPA 80 and NFPA 105 and this specification. The requirements of NFPA 80 and NFPA 105 shall take precedence over details indicated or specified.

2.7.1 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.

2.7.2 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.

2.7.3 Astragal on Fire and Smoke Doors

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

On smoke control doors, conform to NFPA 105 .

2.8 WEATHERSTRIPPING

As specified in Section 08 71 00 DOOR HARDWARE.

2.9 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 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

SECTION 08 11 13 Page 8 double doors. Set lock strikes out to provide clearance for silencers.

2.10 FINISHES

2.10.1 Hot-Dip Zinc-Coated and Factory-Primed Finish

Fabricate exterior doors and frames from hot dipped zinc coated steel, alloyed type, that complies with ASTM A924/A924M and 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 ensure maximum paint adhesion.

Factory prime as specified in SDI/DOOR A250.8 .

2.10.2 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 .

2.11 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.

2.11.1 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.

2.12 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.

SECTION 08 11 13 Page 9

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 . Install smoke doors and frames in accordance with NFPA 105 .

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.

-- End of Section --

SECTION 08 11 13 Page 10

SECTION TABLE OF CONTENTS

DIVISION 08 - OPENINGS

SECTION 08 14 00

WOOD DOORS

08/11 wood doors

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 SUSTAINABLE DESIGN CERTIFICATION/DOCUMENTATION

1.4 LOCAL/REGIONAL MATERIALS

1.5 DELIVERY, STORAGE, AND HANDLING

1.6 WARRANTY

PART 2 PRODUCTS

2.1 DOORS

2.1.1 Flush Doors

2.1.1.1 Interior Flush Doors

2.1.2 Acoustical Doors

2.1.3 Fire Doors

2.2 ACCESSORIES

2.2.1 Door Louvres

2.2.2 Door Light Openings

2.2.3 Additional Hardware Reinforcement

2.3 FABRICATION

2.3.1 Marking

2.3.2 Quality and Construction

2.3.3 Preservative Treatment

2.3.4 Adhesives and Bonds

2.3.5 Prefitting

2.3.6 Finishes

2.3.6.1 Factory Finish

2.3.6.2 Color

2.3.7 Water-Resistant Sealer

2.4 SOURCE QUALITY CONTROL

PART 3 EXECUTION

3.1 INSTALLATION

3.1.1 Fire and Smoke Doors

-- End of Section Table of Contents --

SECTION 08 14 00 Page 1

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 (2015) Standard Practice for Application of Hose Stream

ASTM E90 (2009) Standard Test Method for Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions and Elements

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

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

NFPA 252 (2017) Standard Methods of Fire Tests of Door Assemblies

NFPA 80 (2016) Standard for Fire Doors and Other Opening Protectives

SCIENTIFIC CERTIFICATION SYSTEMS (SCS)

SCS Scientific Certification Systems (SCS)Indoor Advantage

UL ENVIRONMENT (ULE)

ULE Greenguard UL Greenguard Certification Program

UNDERWRITERS LABORATORIES (UL)

UL 10B (2008; Reprint Feb 2015) Fire Tests of Door Assemblies

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

SECTION 08 14 00 Page 2

WDMA TM-7 (2008) Cycle Slam Test Method

WDMA TM-8 (2008) Hinge Loading Test Method

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 eNotebook, in conformance with Section 01 33 29 SUSTAINABILITY. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Doors; G, AE

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 Sound transmission class rating; G Fire resistance rating; G Certification Local/Regional Materials; S

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 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.

SECTION 08 14 00 Page 3

SD-11 Closeout Submittals

Certified Sustainably Harvested Wood Doors; S

Recycled Content for Door Cores; S

Indoor Air Quality for Particleboard and Agrifiber Door Cores; S

WARRANTY

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. Provide submittal documentation for Certified Sustainably Harvested Wood Doors, Recycled Content for Door Cores, and Indoor Air Quality for Particleboard and Agrifiber Door Cores.

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 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 free of urea-formaldehyde resins.

2.1.1 Flush Doors

Conform to ANSI/WDMA I.S.1A for flush doors. Provide solid core, 5 ply minimum 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 4

2.1.1.1 Interior Flush Doors

Provide staved lumber or particleboard core, Type II flush doors conforming to ANSI/WDMA I.S.1A with faces of premium grade red oak .

Hardwood veneers shall be plain sliced, slip matched. Provide wood blocking in particleboard core doors as required to eliminate through-bolting hardware. Provide staved lumber core doors at locations indicated to receive exit devices

2.1.2 Acoustical Doors

ANSI/WDMA I.S.1A , solid core, constructed to provide Sound Transmission Class rating as indicated when tested in accordance with ASTM E90.

2.1.3 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 Louvres

Fabricate from wood and of sized indicated. Refer to Section 08 91 00

METAL WALL AND DOOR LOUVRES

2.2.2 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.

2.2.3 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.

2.3 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.

SECTION 08 14 00 Page 5

2.3.3 Preservative Treatment

Treat doors scheduled for restrooms, janitor closets and other possible wet locations with a water-repellent preservative treatment and so marketed at the manufacturer's plant in accordance with WDMA I.S.4 .

2.3.4 Adhesives and Bonds

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

2.3.5 Prefitting

Provide factory prefinishedand 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. 5 Vinyl catalyzed. The coating is AWI AWS premium, medium rubbed sheen, closed 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.

2.3.7 Water-Resistant Sealer

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

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

SECTION 08 14 00 Page 6 inch. Do not use a steel plate to reinforce screw area.

PART 3 EXECUTION

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 and Smoke Doors

Install fire doors in accordance with NFPA 80 . Install smoke doors in accordance with NFPA 105 . Do not paint over labels.

-- End of Section --

SECTION 08 14 00 Page 7

SECTION TABLE OF CONTENTS

DIVISION 08 - OPENINGS

SECTION 08 31 00

ACCESS DOORS AND PANELS

05/17

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 MISCELLANEOUS REQUIREMENTS

1.3.1 Shop Drawings

1.3.2 Product Data

1.4 PERFORMANCE REQUIREMENTS

1.4.1 Access Panels for Wet Areas

1.5 DELIVERY, STORAGE, AND PROTECTION

PART 2 PRODUCTS

2.1 RECYCLED CONTENT

2.2 MATERIALS

2.2.1 Steel Plates, Shapes, and Bars

2.2.2 Sheet Steel

2.2.3 Stainless Steel

2.2.4 Metallic Coated Steel Sheet

2.2.5 Hardware

2.2.6 Hinges

2.2.7 Locks

2.2.8 Accessories

2.3 FABRICATION

2.3.1 Thickness, Size, Edges

2.3.2 Welding

2.4 ACCESS ASSEMBLY TYPES

2.5 FINISHES

PART 3 EXECUTION

3.1 PREPARATION

3.2 GENERAL INSTALLATION REQUIREMENTS

3.3 ACCESS LOCATIONS

3.4 ACCESS LOCATIONS IN WET AREAS

3.5 FIELD PAINTING

3.6 DISSIMILAR MATERIALS

3.7 ADJUSTMENT

3.8 ENVIRONMENTAL CONDITIONS

-- End of Section Table of Contents --

SECTION 08 31 00 Page 1

SECTION 08 31 00

ACCESS DOORS AND PANELS

05/17

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 WELDING SOCIETY (AWS)

AWS D1.1/D1.1M (2015; Errata 1 2015; Errata 2 2016) Structural Welding Code - Steel

ASTM INTERNATIONAL (ASTM)

ASTM A1008/A1008M (2015) Standard Specification for Steel, Sheet, Cold-Rolled, Carbon, Structural, High-Strength Low-Alloy and High-Strength Low-Alloy with Improved Formability, Solution Hardened, and Bake Hardened

ASTM A36/A36M (2019) Standard Specification for Carbon Structural Steel

ASTM A653/A653M (2015; E 2016) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process

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

MASTER PAINTERS INSTITUTE (MPI)

MPI 79 (2012) Alkyd Anti-Corrosive Metal Primer

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 eNotebook, in conformance with Section 01 33 29 SUSTAINABILITY. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Access Doors And Panels; G

SD-03 Product Data

SECTION 08 31 00 Page 2

Access Doors And Panels; G

Hardware Including Locks and Keys; G

Accessories; G

Recycled Content; S

1.3 MISCELLANEOUS REQUIREMENTS

For access doors and panels provide the following:

1.3.1 Shop Drawings

For field assembled access doors and panels, provide plans, elevations, sections, and details for each type of access door and panel assembly.

Indicate frame, surface and edge construction, materials, and accessories. Indicate types of finished surfaces and details for panel edge conditions. Provide a door schedule with a unique number for each access door and panel, specific location in the project, location of hinges and hardware for each door.

1.3.2 Product Data

For shop assembled access doors and panels, provide literature indicating sizes, types, frame and edge construction, finishes, hardware, accessories such as gaskets, seals and weatherstripping, and location of each door and panel in the project.

1.4 PERFORMANCE REQUIREMENTS

1.4.1 Access Panels for Wet Areas

Provide panel assemblies that will be located in wet areas with corrosion resistant finishes and hardware and water resistant gasketing.

1.5 DELIVERY, STORAGE, AND PROTECTION

Protect from corrosion, deformation, and other types of damage. Store items in an enclosed area free from contact with soil and weather. Remove and replace damaged items with new items.

PART 2 PRODUCTS

2.1 RECYCLED CONTENT

Provide products with recycled content. Provide data for each product with recycled content, identifying percentage of recycled content.

2.2 MATERIALS

2.2.1 Steel Plates, Shapes, and Bars

Provide in accordance with ASTM A36/A36M.

2.2.2 Sheet Steel

Provide cold rolled steel sheet substrate in accordance with

SECTION 08 31 00 Page 3

ASTM A1008/A1008M , Commercial Steel (CS), exposed.

2.2.3 Stainless Steel

Provide in accordance with ASTM A666, type 302 or 304.

2.2.4 Metallic Coated Steel Sheet

Provide in accordance with ASTM A653/A653M , Commercial Steel (CS), Type B;

with minimum G60 (Z180) or A60 (ZF180) metallic coating.

2.2.5 Hardware

Provide automatic closing devices. Provide latch releases operable from insides of doors.

2.2.6 Hinges

Provide concealed spring hinges, 175 degrees of opening, with non-removable hinge pins. Provide hinges of same steel as door and frame or in accordance with manufacturer's written recommendations. If providing non-continuous hinges, provide in numbers required to maintain alignment of door panel with frame. Provide coatings as necessary to permanently protect dissimilar metals from contact with one another; see Part 3 herein for more information.

2.2.7 Locks

Unless otherwise indicated, provide flush screwdriver operated cam lock.

Provide plastic sleeve or stainless steel bushings to protect holes in surface finishes for screwdriver to access lock.

2.2.8 Accessories

Provide anchors in size, number and location on four sides to secure access door to substrate. Provide anchors in types as recommended by manufacturer's written installation instructions for each substrate indicated. Provide shims, bushings, clips, gaskets, and other devices as necessary for a complete installation.

2.3 FABRICATION

2.3.1 Thickness, Size, Edges

Fabricate frames for access doors of steel not lighter than 16 gage with welded joints and anchorage for securing to adjacent construction.

Provide doors a minimum of 24 by 24 inches and of not lighter than 16 gage steel, with stiffened edges and welded attachments. Provide with eased (lightly rounded) edges, without burrs, snags or sharpness and exposed welds ground smooth.

2.3.2 Welding

Provide in accordance with AWS D1.1/D1.1M .

2.4 ACCESS ASSEMBLY TYPES

Unless indicated otherwise, provide flush-face steel access doors and panels with steel frames and flanges.

SECTION 08 31 00 Page 4

2.5 FINISHES

Provide steel frames and panel surfaces with a baked enamel or powder coated finish. Provide exposed fastenings that approximately match the color and finish of the each material to which fastenings are applied.

PART 3 EXECUTION

3.1 PREPARATION

Field verify all measurements prior to fabrication. Verify access door locations and sizes provide required maintenance access to installed building services components. Protect existing construction and completed work from damage during installation.

3.2 GENERAL INSTALLATION REQUIREMENTS

Install items at locations indicated, in accordance with manufacturer's written instructions. Include materials and parts as necessary for a complete installation of each item. Conceal fastenings where practicable. Poor matching of holes to fasteners is cause for rejection of the work.

3.3 ACCESS LOCATIONS

Install removable access panels directly below each valve, flow indicator, damper, air splitter or other utility requiring access that is located above ceilings, other than at acoustical panel ceilings, and that would otherwise not be accessible. Install access doors and panels permitting access to service valves, traps, dampers, cleanouts, and other mechanical, electrical and conveyor control items concealed in walls and partitions.

3.4 ACCESS LOCATIONS IN WET AREAS

When possible, avoid locating access panels in wet areas. When such locations cannot be avoided, provide moisture resistant assemblies as indicated in Part I herein.

3.5 FIELD PAINTING

Field painting primed access doors in accordance with the requirements of Section 09 90 00 PAINTS AND COATINGS.

3.6 DISSIMILAR MATERIALS

Where dissimilar metals are in contact, protect surfaces with a coating in accordance with MPI 79 to prevent galvanic or corrosive action.

3.7 ADJUSTMENT

Adjust hardware so that door panel opens freely. Adjust door when closed center door panel in frame.

3.8 ENVIRONMENTAL CONDITIONS

Do not paint surfaces when damp or exposed to weather, when surface temperature is below 45 degrees F or over 95 degrees F, unless approved by the Contracting Officer.

SECTION 08 31 00 Page 5

-- End of Section --

SECTION 08 31 00 Page 6

SECTION TABLE OF CONTENTS

DIVISION 08 - OPENINGS

SECTION 08 33 23

OVERHEAD COILING DOORS

07/07 manually-operated, power-operated overhead coiling doors, and overhead coiling counter doors

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 OVERHEAD COILING DOOR DETAIL SHOP DRAWINGS

1.4 Warranty OPERATION AND MAINTENANCE DATA

1.5 DELIVERY AND STORAGE

PART 2 PRODUCTS

2.1 DESCRIPTION

2.2 PERFORMANCE REQUIREMENTS

2.2.1 Wind Loading

2.2.2 Operational Cycle Life

2.3 OVERHEAD COILING DOORS

2.3.1 Curtain Materials and Construction

2.3.2 Curtain Bottom Bar

2.3.3 Locks

2.3.4 Weather Stripping

2.3.5 Locking Devices

2.3.6 Safety Interlock

2.3.7 Overhead Drum

2.3.8 Slats

2.4 HARDWARE

2.4.1 Guides

2.4.2 Equipment Supports

2.4.3 Hood

2.5 COUNTERBALANCING MECHANISM

2.5.1 Brackets

2.5.2 Counterbalance Barrels

2.5.2.1 Barrel

2.5.2.2 Spring Balance

2.5.3 Torsion Rod for Counter Balance

2.6 MANUAL DOOR OPERATORS

2.6.1 Manual Chain-Hoist Door Operators

2.7 ELECTRIC DOOR OPERATORS

2.7.1 Door-Operator Types

2.7.2 Electric Motors

2.7.3 Motor Bearings

2.7.4 Motor Starters, Controls, and Enclosures

2.7.5 Control Enclosures

2.7.6 Transformer

SECTION 08 33 23 Page 1

2.7.7 Safety-Edge Device

2.7.8 Remote-Control Stations

2.7.9 Speed-Reduction Units

2.7.10 Chain Drives

2.7.11 Brakes

2.8 SURFACE FINISHING

PART 3 EXECUTION

3.1 GENERAL

3.2 POWDER COAT FINISH

3.3 ACCEPTANCE PROVISIONS

3.3.1 Maintenance and Adjustment

3.3.2 CLEANING

3.4 OPERATION AND MAINTENANCE

-- End of Section Table of Contents --

SECTION 08 33 23 Page 2

SECTION 08 33 23

OVERHEAD COILING DOORS

07/07

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

ASME INTERNATIONAL (ASME)

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

ASTM INTERNATIONAL (ASTM)

ASTM A153/A153M (2016) Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware

ASTM A27/A27M (2017) 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 (2019) 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; E 2016) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process

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

ASTM A780/A780M (2009) Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip

SECTION 08 33 23 Page 3

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 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,…