20241108_USDA-DRFC_RTA_Specs_V2_08-22.pdf

RTA Submission Specifications: V2 = DIV 08-22 USDA Agricultural Research Service

New Dairy Forage Research Center

Prairie du Sac, Wisconsin November 08, 2024

THIS PAGE INTENTIONALLY LEFT BLANK

USDA Agricultural Research Services RTA Submission US Dairy Forage Research Center SEALS PAGE November 08, 2024

I hereby certify that the portion of this technical submission described below was prepared by me or under my direct supervision and that I am a duly registered engineer under the laws of the State of Wisconsin.

TERRY L. FELDMANN License No. E-40879 Civil Date

Spec sections covered by this seal:

03 42 13.00 10; 13 21 00; 22 14 29.00 40; 22 30 00;

31 00 00; 31 05 19.13; 31 11 00; 31 32 19.13; 31 32 19.16;

32 01 16.71; 32 11 20; 32 11 26; 32 12 13; 32 12 16.16;

32 13 13.06; 32 13 73.19; 32 15 00; 32 16 19; 32 17 23;

33 05 23; 33 05 23.13; 33 30 00; 33 31 00.13; 33 40 00;

33 46 16; and 35 31 19 direct supervision and that I am a duly registered engineer under the laws of the State of Wisconsin.

JAMES J. WINGERT License No. E-48369 Structural Date

Spec sections covered by this seal:

03 30 00; 05 05 20; 06 17 19; and 06 18 00

I hereby certify that the portion of this technical submission described below was prepared by me or under my direct supervision and that I am a duly registered engineer under the laws of the State of Wisconsin.

THOMAS J. GUARINO License No. A-13733-5 Architecture Date

Spec sections covered by this seal:

00 01 15; 01 11 00; 01 20 00;01 30 00;01 31 12;01 31 33;

01 32 01.00 10;01 33 00;01 33 29; 01 33 39.00 10; 01 35 26;

01 42 00; 01 45 00.00 10; 01 45 00.15 10; 01 45 35;

01 50 00; 01 57 19; 01 58 00; 01 71 21; 01 74 19; 01 78 00;

01 78 23; 01 78 24.00 10; 01 78 36.00 24; 01 78 39.00 24;

01 91 00.15 10; 02 41 00; 02 56 13.16; 03 35 43; 05 40 00;

05 50 13; 05 51 33; 06 10 00; 06 41 16.00 10; 06 42 00;

06 61 16; 07 05 23; 07 11 13; 07 21 13; 07 21 16; 07 22 00;

07 27 10.00 10; 07 27 19.01; 07 42 13; 07 53 23; 07 60 00;

07 61 14.00 20; 07 84 00; 07 92 00; 08 11 13; 08 31 00;

08 41 13; 08 41 26; 08 71 00; 08 81 00; 08 91 00; 09 22 00;

09 29 00; 09 30 10; 09 51 00; 09 62 38; 09 65 00; 09 67 83;

09 68 00; 09 77 10; 09 90 00; 10 14 00.10; 10 14 00.20;

10 14 53; 10 21 13; 10 26 00; 10 28 13; 10 44 16; 10 51 13;

11 24 26; 11 53 01; 11 53 13; 11 53 43; 11 53 53; 11 53 63;

12 24 13; 12 35 53; 12 48 13; 32 92 19 and 32 93 00 direct supervision and that I am a duly registered architect under the laws of the State of Wisconsin.

BRIAN J. DUHACEK License No. 49798 Fire Protection Date

Spec sections covered by this seal:

21 13 13; 21 13 16; 21 30 00; 28 31 70; and 33 16 15 direct supervision and that I am a duly registered engineer under the laws of the State of Maryland.

ANDREW T. VAN NESS License No. 60858 Mechanical Date

Spec sections covered by this seal:

23 03 00.00 20; 23 05 15; 23 05 48.00 40; 23 05 93;

23 07 00; 23 08 00.00 20; 23 09 00; 23 09 23.02; 23 21 23;

23 23 00; 23 25 00; 23 30 00; 23 34 23.00 40; 23 52 00;

23 64 10; 23 64 26; and 23 81 00 direct supervision and that I am a duly registered engineer under the laws of the State of Wisconsin.

WILLIAM B. KOLM License No. 45725 Plumbing Date

Spec sections covered by this seal:

22 00 00; 22 07 19.00 40; 22 60 70; 23 11 20; and 33 11 23

I hereby certify that the portion of this technical submission described below was prepared by me or under my direct supervision and that I am a duly registered engineer under the laws of the State of Wisconsin.

SCOTT KLAWITTER License No. E-50143-6 Electrical Date

Spec sections covered by this seal:

26 05 00.00 40; 26 05 19.10 10; 26 05 26.00 40; 26 08 00;

26 09 23.01 40; 26 12 19.10; 26 18 23.00 40 26 20 00;

26 24 13; 26 24 16.00 40; 26 27 13.10 30; 26 27 14.00 20;

26 28 01.00 10; 26 28 21.00 40; 26 32 15.00; 26 41 00;

26 51 01; 26 56 01; 27 05 28.36 40; 27 10 00;

27 13 23.00 40; 27 21 10.00 40; 27 22 42; 28 08 10;

28 10 05; 33 71 02; and 33 82 00 direct supervision and that I am a duly registered engineer under the laws of the State of Wisconsin.

MARTIN J. WEBER License No. E-32066 Electrical Date

Spec sections covered by this seal:

33 21 14; 40 05 52; 40 72 00; and 43 24 25 direct supervision and that I am a duly registered engineer under the laws of the State of Wisconsin.

JERRY L. WILLE License No. E-22528 Professional Engineer Date

Spec sections covered by this seal:

03 30 00; 03 45 33; 05 05 20; 05 05 23.16; 05 12 00;

05 50 14; 07 17 00; 07 19 00; 07 72 20; 08 34 16.10;

08 34 16.20; 08 36 13; 08 51 13; 08 56 00; 09 62 00;

09 96 00; 09 97 13.00 40; 10 88 00; 11 13 19.13; 11 92 13;

11 92 16; 11 92 23; 11 92 25; 11 92 27; 11 92 79; 12 31 00;

12 36 00; 13 21 00; 13 21 26; 13 34 19; 22 05 19; 22 05 29;

22 07 19.00 40; 22 13 19; 22 70 00; 23 03 00.00 20;

23 05 93; 23 07 00; 23 09 00; 23 09 93; 23 11 20;

23 21 13.00 20; 23 30 00; 23 34 23.00 40; 23 52 43.00 20;

23 80 20.00 10; 23 81 00; 23 82 46.00 40; 25 00 00;

26 05 00.00 40; 26 05 13.00 40; 26 05 19.10 10;

26 05 26.00 40; 26 09 23.00 40; 26 24 16.00 40;

26 27 14.00 20; 26 51 00; 26 56 00; 32 31 26; 33 11 00;

40 05 81; 41 12 00; 41 14 00; and 41 52 00

USDA Agricultural Research Services RTA US Dairy Forage Research Center November 08, 2024

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 02/11, CHG 1: 08/14 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 08/15, CHG 2: 08/21 SUMMARY OF WORK

01 20 00 11/20, CHG 2: 08/21 PRICE AND PAYMENT PROCEDURES

01 30 00 11/20, CHG 2: 05/22 ADMINISTRATIVE REQUIREMENTS

01 30 00.24 12/21 OTHER ADMINISTRATIVE AND SPECIAL

REQUIREMENTS

01 31 12 03/23 MECHANICAL AND ELECTRICAL COORDINATOR

01 31 33 03/23 MECHANICAL AND ELECTRICAL SUBMITTAL

COORDINATION

01 32 01.00 10 02/15 PROJECT SCHEDULE

01 33 00 08/18, OMH 02/2021 SUBMITTAL PROCEDURES

01 33 29 02/21 SUSTAINABILITY REQUIREMENTS AND

REPORTING

01 33 39.00 10 10/15 ADVANCED MODELING (BIM/CIM/GIS/CAD)

REQUIREMENTS

01 35 26 11/20, CHG 2: 11/21 GOVERNMENTAL SAFETY REQUIREMENTS

01 41 26.03 24 11/2021 (WISCONSIN) NPDES PERMIT REQUIREMENTS

FOR STORM WATER DISCHARGES FROM

CONSTRUCTION SITES

01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 11/16, CHG 2: 11/21 QUALITY CONTROL

01 45 00.15 10 11/16 RESIDENT MANAGEMENT SYSTEM CONTRACTOR

MODE (RMS CM)

01 45 35 11/20 SPECIAL INSPECTIONS

01 50 00 11/20, CHG 2: 08/22 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 19 08/22 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 20.00 10 08/20 ENVIRONMENTAL PROTECTION

01 58 00 08/19, CHG 5: 08/22 PROJECT IDENTIFICATION

01 71 21 12/22 SPECIALTY ENGINEERING REQUIREMENTS

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

DISPOSAL

01 78 00 05/19, CHG 1: 08/21 CLOSEOUT SUBMITTALS

01 78 23 07/06 OPERATION AND MAINTENANCE DATA

01 78 24.00 10 05/18, CHG 1: 11/21 FACILITY DATA REQUIREMENTS

01 78 36.00 24 4/07 WARRANTY OF CONSTRUCTION

01 78 39.00 24 AS-BUILT DRAWINGS

01 86 26.07 40 02/18, CHG 1: 02/15 RELIABILITY CENTERED ACCEPTANCE FOR

ELECTRICAL SYSTEMS

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

DIVISION 02 - EXISTING CONDITIONS

02 41 00 08/22 DEMOLITION

02 56 13.16 02/21 CLAY WASTE CONTAINMENT

DIVISION 03 - CONCRETE

03 30 00 02/19, CHG 4: 08/22 CAST-IN-PLACE CONCRETE

03 35 43 11/22 POLISHED CONCRETE FINISHING PC1

03 42 13.00 10 05/16 PLANT-PRECAST CONCRETE PRODUCTS FOR

BELOW GRADE CONSTRUCTION

DOCUMENT PROJECT Page 1

03 45 33 05/16, CHG 1: 11/21 PRECAST STRUCTURAL CONCRETE

DIVISION 05 - METALS

05 05 20 05/22 POST-INSTALLED CONCRETE ANCHORS

05 05 23.16 08/18 STRUCTURAL WELDING

05 12 00 08/18, CHG 2: 05/21 STRUCTURAL STEEL

05 40 00 05/15, CHG 1: 08/18 COLD-FORMED METAL FRAMING

05 50 13 05/17, CHG 1: 08/18 MISCELLANEOUS METAL FABRICATIONS

05 50 14 08/18 STRUCTURAL METAL FABRICATIONS

05 51 33 02/16, CHG 2: 02/18 METAL LADDERS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 08/16, CHG 2: 11/18 ROUGH CARPENTRY

06 17 19 11/16, CHG 2: 05/21 CROSS-LAMINATED TIMBER

06 18 00 08/16, CHG 1: 11/18 GLUED-LAMINATED CONSTRUCTION

06 41 16.00 10 08/10, CHG 1: 11/18 PLASTIC-LAMINATE-CLAD ARCHITECTURAL

CABINETS

06 42 00 02/23 GRILLE SLAT ACOUSTIC WOOD PANELING WD1

06 61 16 08/20 SOLID SURFACING FABRICATIONS SSF1

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

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

FOR AIR TIGHTNESS

07 11 13 08/11, CHG 1: 05/17 BITUMINOUS DAMPPROOFING

07 17 00 02/16 BENTONITE WATERPROOFING

07 19 00 05/11, CHG 1: 08/17 WATER REPELLENTS

07 21 13 02/16, CHG 2: 08/20 BOARD AND BLOCK INSULATION

07 21 16 11/11, CHG 4: 08/18 MINERAL FIBER BLANKET INSULATION

07 22 00 02/16, CHG 3: 11/18 ROOF AND DECK INSULATION

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

07 27 19.01 05/17, CHG 2: 08/20 SELF-ADHERING AIR BARRIERS

07 42 13 05/11, CHG 2: 02/18 METAL WALL PANELS MP-2, MP-3, MP-4 and

MP-5

07 53 23 05/12, CHG 2: 08/18 ETHYLENE-PROPYLENE-DIENE-MONOMER

ROOFING

07 60 00 05/17, CHG 2: 11/18 FLASHING AND SHEET METAL

07 61 14.00 20 08/16, CHG 1: 08/18 STEEL STANDING SEAM ROOFING AND WALL

PANELS MP1

07 72 20 08/09 GRAVITY-TYPE ROOF VENTILATORS

07 84 00 05/10, CHG 1: 08/13 FIRESTOPPING

07 92 00 08/16, CHG 3: 11/18 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 08/20 STEEL DOORS AND FRAMES

08 31 00 05/17, CHG 1: 08/18 ACCESS DOORS AND PANELS

08 34 16.10 11/21 HORIZONTAL ROLLING STEEL DOORS

08 34 16.20 08/21, CHG 1: 11/21 VERTICAL LIFT FABRIC DOORS

08 36 13 08/20 SECTIONAL OVERHEAD DOORS

08 41 13 08/18, CHG 1: 08/18 ALUMINUM-FRAMED ENTRANCES AND

STOREFRONTS

08 41 26 12/22 ALL-GLASS ENTRANCES AND STOREFRONTS

08 51 13 05/19 ALUMINUM WINDOWS

08 56 00 06/22 SPECIAL FUNCTION WINDOWS

08 71 00 02/16, CHG 4: 02/22 DOOR HARDWARE

08 81 00 05/19 GLAZING

DOCUMENT PROJECT Page 2

08 91 00 08/20 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 22 00 02/10, CHG 2: 08/18 SUPPORTS GYPSUM BOARD

09 29 00 08/16, CHG 4: 02/20 GYPSUM BOARD

09 30 10 08/20 CERAMIC TILING PT1, PT2, PT2A, and PT3

09 51 00 08/20 ACOUSTICAL CEILINGS (ACT-1, ACT-2)

09 62 00 06/22 SPECIALTY FLOORING

09 62 38 08/17, CHG 1: 08/18 STATIC-CONTROL FLOORING SDFT1

09 65 00 08/10, CHG 3: 08/18 RESILIENT FLOORING HS1, HS2, INT, RB1,

and RB2

09 67 83 11/22 CONCRETE FLOOR SEALER AND HARDENER

(CFSH)

09 68 00 11/17, CHG 2: 08/20 CARPETING CPT1

09 77 10 06/22 PREFINISHED WALL PANELS

09 90 00 02/21 PAINTS AND COATINGS

09 96 00 11/14 HIGH-PERFORMANCE COATINGS

09 97 13.00 40 11/19 STEEL COATINGS

DIVISION 10 - SPECIALTIES

10 14 00.10 08/17, CHG 1: 11/18 EXTERIOR SIGNAGE

10 14 00.20 08/20 INTERIOR SIGNAGE

10 14 53 02/15, CHG 1: 05/17 TRAFFIC SIGNAGE

10 21 13 08/20 TOILET COMPARTMENTS

10 26 00 08/20 WALL PROTECTION

10 28 13 08/20 TOILET ACCESSORIES

10 44 16 11/19 FIRE EXTINGUISHERS

10 51 13 05/11 METAL LOCKERS

10 88 00 06/22 SCALES

DIVISION 11 - EQUIPMENT

11 13 19.13 08/09, CHG 1: 05/19 LOADING DOCK LEVELERS

11 24 26 12/22 SAFETY TIE-BACK

11 53 01 06/22 LABORATORY EQUIPMENT

11 53 13 06/22 LABORATORY FUME HOODS AND EXHAUST

DEVICES

11 53 43 06/22 LABORATORY SERVICE FITTINGS AND

FIXTURES

11 53 53 06/22 BIOLOGICAL SAFETY CABINETS AND LAMINAR

FLOW BENCHES

11 53 63 06/22 LABORATORY STERILIZERS

11 92 13 10/22 DAIRY MILKING EQUIPMENT

11 92 16 10/22 LIVESTOCK FEEDING SYSTEMS

11 92 23 10/22 LIVESTOCK WASTE HANDLING EQUIPMENT

11 92 25 10/22 PEN AND STALL AND CAGE EQUIPMENT

11 92 27 10/22 LIVESTOCK FLOORING

11 92 79 10/22 LIVESTOCK WATERERS

DIVISION 12 - FURNISHINGS

12 24 13 08/20 ROLLER WINDOW SHADES RS1, RS1A, RS2,

RS3

12 31 00 11/14, CHG 2: 11/16 MANUFACTURED METAL CASEWORK

12 35 53 06/22 LABORATORY CASEWORK AND OTHER

FURNISHINGS

12 36 00 08/16, CHG 2: 08/18 COUNTERTOPS

DOCUMENT PROJECT Page 3

12 48 13 08/17 ENTRANCE FLOOR MATS AND FRAMES EG-1

DIVISION 13 - SPECIAL CONSTRUCTION

13 21 00 06/22 CONTROLLED ENVIRONMENT ROOMS

13 21 10 02/24 AIR EMISSIONS CHAMBERS

13 21 26 02/16, CHG 1: 08/18 COLD-STORAGE ROOMS (PREFABRICATED

PANEL TYPE)

13 34 19 08/20, CHG 1: 02/21 METAL BUILDING SYSTEMS

DIVISION 21 - FIRE SUPPRESSION

21 13 13 08/20 WET PIPE SPRINKLER SYSTEMS, FIRE

PROTECTION

21 13 16 08/20 DRY PIPE SPRINKLER SYSTEMS, FIRE

PROTECTION

21 30 00 04/08, CHG 1: 08/13 FIRE PUMPS

DIVISION 22 - PLUMBING

22 00 00 11/15, CHG 4: 05/21 PLUMBING, GENERAL PURPOSE

22 05 19 06/22 METERS AND GAUGES FOR PLUMBING PIPING

22 05 29 10/22 HANGERS AND SUPPORTS FOR PLUMBING

PIPING AND EQUIPMENT

22 07 19.00 40 08/16 PLUMBING PIPING INSULATION

22 13 19 06/22 SANITARY WASTE PIPING SPECIALTIES

22 14 29.00 40 05/17 MANURE AND WASTEWATER PUMPS

22 30 00 06/22 PLUMBING EQUIPMENT

22 60 70 05/20 GAS AND VACUUM SYSTEMS

22 70 00 10/22 COOLING AND WASH SYSTEMS

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

23 03 00.00 20 08/10, CHG 3: 08/18 BASIC MECHANICAL MATERIALS AND METHODS

23 05 15 05/22 COMMON PIPING FOR HVAC

23 05 48.00 40 05/22 VIBRATION AND SEISMIC CONTROLS FOR

HVAC PIPING AND EQUIPMENT

23 05 93 11/15 TESTING, ADJUSTING, AND BALANCING FOR

HVAC

23 07 00 02/13, CHG 7: 05/20 THERMAL INSULATION FOR MECHANICAL

SYSTEMS

23 08 00.00 20 02/21, CHG 1: 05/21 COMMISSIONING OF MECHANICAL AND

PLUMBING 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 23.02 02/19, CHG 1: 02/20 BACNET DIRECT DIGITAL CONTROL FOR HVAC

AND OTHER BUILDING CONTROL SYSTEMS

23 09 93 11/15 SEQUENCES OF OPERATION FOR HVAC CONTROL

23 11 20 05/20 FACILITY GAS PIPING

23 21 13.00 20 04/06, CHG 2: 11/19 LOW TEMPERATURE WATER (LTW) HEATING

SYSTEM

23 21 23 08/17 HYDRONIC PUMPS

23 23 00 08/21 REFRIGERANT PIPING

23 25 00 05/21 CHEMICAL TREATMENT OF WATER FOR

MECHANICAL SYSTEMS

23 30 00 05/20, CHG 1: 02/22 HVAC AIR DISTRIBUTION

23 34 23.00 40 02/17 HVAC POWER VENTILATORS

23 36 00 05/23 AIR TERMINALS

DOCUMENT PROJECT Page 4

23 52 00 04/08, CHG 5: 11/19 HEATING BOILERS

23 52 43.00 20 05/15, CHG 2: 08/18 LOW PRESSURE WATER HEATING BOILERS

(UNDER 800,000 BTU/HR OUTPUT)

23 64 10 11/16, CHG 2: 08/18 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 64 26 08/09, CHG 5: 11/19 CHILLED, CHILLED-HOT, AND CONDENSER

WATER PIPING SYSTEMS

23 80 20.00 10 05/20 GAS-FIRED HEATING EQUIPMENT

23 81 00 05/18, CHG 1: 02/21 DECENTRALIZED UNITARY HVAC EQUIPMENT

23 82 46.00 40 05/17 ELECTRIC UNIT HEATERS

23 84 13 05/23 HUMIDIFIERS

DIVISION 25 - INTEGRATED AUTOMATION

25 00 00 10/22 INTEGRATED AUTOMATION CONTROL

25 05 11.00 05/21 CYBERSECURITY FOR FACILITY-RELATED

CONTROL SYSTEMS - BUILDING CONTROL

SYSTEM (BCS)

25 05 11.01 05/21 CYBERSECURITY FOR FACILITY-RELATED

CONTROL SYSTEMS - FIRE AND LIFE SAFETY

(FLS)

25 05 11.02 05/21 CYBERSECURITY FOR FACILITY-RELATED

CONTROL SYSTEMS - FACILITY OPERATIONS

SYSTEMS (FOS)

25 05 11.03 05/21 CYBERSECURITY FOR FACILITY-RELATED

CONTROL SYSTEMS - ELECTRONIC SECURITY

SYSTEMS (ESS)

25 08 10 05/21 UTILITY MONITORING AND CONTROL SYSTEM

TESTING

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

(UMCS) FRONT END AND INTEGRATION

DIVISION 26 - ELECTRICAL

26 05 00.00 40 11/20 COMMON WORK RESULTS FOR ELECTRICAL

26 05 19.10 10 05/16 INSULATED WIRE AND CABLE

26 05 26.00 40 08/19 GROUNDING AND BONDING FOR ELECTRICAL

SYSTEMS

26 08 00 11/22 APPARATUS INSPECTION AND TESTING

26 09 23.00 40 08/19 LIGHTING CONTROL DEVICES (Applicable to Buildings B1-B15)

26 09 23.01 40 08/19 LINE VOLTAGE LIGHTING CONTROL DEVICES

(Applicable to Building "A" Only)

26 12 19.10 05/19, CHG 1: 11/19 THREE-PHASE, LIQUID-FILLED PAD-MOUNTED

TRANSFORMERS

26 18 23.00 40 08/16 MEDIUM-VOLTAGE SURGE ARRESTERS

26 20 00 08/19, CHG 3: 11/21 INTERIOR DISTRIBUTION SYSTEM

26 24 13 08/21 SWITCHBOARDS

26 27 13.10 30 10/07, CHG 2: 08/18 ELECTRIC METERS

26 27 14.00 20 02/21, CHG 1: 05/21 ELECTRICITY METERING

26 28 01.00 10 08/21 COORDINATED POWER SYSTEM PROTECTION

26 28 21.00 40 05/17 AUTOMATIC TRANSFER SWITCHES

26 29 23 02/20, CHG 1: 05/21 ADJUSTABLE SPEED DRIVE (ASD) SYSTEMS

UNDER 600 VOLTS

26 32 15.00 05/20 ENGINE-GENERATOR SET STATIONARY

15-2500 KW, WITH AUXILIARIES

26 41 00 11/13 LIGHTNING PROTECTION SYSTEM

26 51 00 05/20, CHG 2: 11/21 INTERIOR LIGHTING (Applicable to

Buildings B1-B15)

26 51 01 05/20, CHG 2: 11/21 INTERIOR LIGHTING AND LOW VOLTAGE

DOCUMENT PROJECT Page 5

LIGHTING CONTROL SYSTEM (Applicable to Building "A" Only)

26 56 00 08/21 EXTERIOR LIGHTING (Applicable to Buildings B1-B15)

26 56 01 08/21 EXTERIOR LIGHTING (Applicable to Building "A" Only)

DIVISION 27 - COMMUNICATIONS

27 05 28.36 40 05/17 CABLE TRAYS FOR COMMUNICATIONS SYSTEMS

27 10 00 08/11 BUILDING TELECOMMUNICATIONS CABLING

SYSTEM

27 13 23.00 40 11/14 COMMUNICATIONS OPTICAL BACKBONE CABLING

27 21 10.00 40 11/20 FIBER OPTIC DATA TRANSMISSION SYSTEM

27 22 42 09/21 DATA COMMUNICATIONS WIRELESS ACCESS

POINTS

27 53 19.13 05/20 FIRST RESPONDER DISTRIBUTED ANTENNAE

SYSTEMS (DAS)

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 08 10 05/16 ELECTRONIC SECURITY SYSTEM ACCEPTANCE

TESTING

28 10 05 05/16 ELECTRONIC SECURITY SYSTEMS (ESS)

28 31 70 08/20 INTERIOR FIRE ALARM SYSTEM, ADDRESSABLE

DIVISION 31 - EARTHWORK

31 00 00 08/08, CHG 2: 02/21 EARTHWORK

31 05 19.13 02/21 GEOTEXTILES FOR EARTHWORK

31 11 00 11/18 CLEARING AND GRUBBING

31 32 19.16 02/21 GEOTEXTILE SOIL STABILIZATION

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 16.71 02/17 COLD MILLING ASPHALT PAVING

32 11 20 05/22 BASE COURSE FOR RIGID AND FLEXIBLE

PAVING

32 11 26 05/20 HOT-MIX BITUMINOUS BASE COURSE FOR

ROADS AND STREETS

32 12 13 05/17 BITUMINOUS TACK AND PRIME COATS

32 12 16.16 11/20 ROAD-MIX ASPHALT PAVING

32 13 13.06 05/20 PORTLAND CEMENT CONCRETE PAVEMENT FOR

ROADS AND SITE FACILITIES

32 13 73.19 11/19 COMPRESSION CONCRETE PAVING JOINT

SEALANT

32 15 00 05/17 AGGREGATE SURFACING

32 16 19 05/18 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23 08/16, CHG 5: 11/18 PAVEMENT MARKINGS

32 31 26 11/21 WIRE FENCES AND GATES

32 92 19 08/17, CHG 1: 08/21 SEEDING

32 93 00 08/17, CHG 1: 08/21 EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 05 23 08/15, CHG 2: 08/16 TRENCHLESS UTILITY INSTALLATION

33 05 23.13 11/19 UTILITY HORIZONTAL DIRECTIONAL DRILLING

33 11 00 02/18, CHG 1: 02/22 WATER UTILITY DISTRIBUTION PIPING

33 11 23 11/09, CHG 1: 08/17 NATURAL GAS AND LIQUID PETROLEUM PIPING

DOCUMENT PROJECT Page 6

33 16 15 11/20 WATER STORAGE STEEL TANKS

33 21 14 06/22 WELL REHABILITATION

33 30 00 05/18 SANITARY SEWERAGE

33 31 00.13 11/22 ABANDONMENT OF SEWER MAINS

33 40 00 11/21 STORMWATER UTILITIES

33 46 16 05/18 SUBDRAINAGE PIPING

33 71 02 08/21 UNDERGROUND ELECTRICAL DISTRIBUTION

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

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 31 19 01/08, CHG 1: 11/14 STONE, CHANNEL, SHORELINE/COASTAL

PROTECTION FOR STRUCTURES

DIVISION 40 - PROCESS INTERCONNECTIONS

40 05 52 06/23 MISCELLANEOUS VALVES

40 05 81 10/22 INDUSTRIAL HOSE REELS

40 72 00 07/22 LEVEL INSTRUMENTATION

DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 12 00 10/22 BULK MATERIAL CONVEYING EQUIPMENT

41 14 00 10/22 BATCHING EQUIPMENT

41 52 00 10/22 BULK STORAGE SYSTEMS

DIVISION 43 - PROCESS GAS AND LIQUID HANDLING, PURIFICATION, AND STORAGE

EQUIPMENT

43 24 25 07/22 PUMPING EQUIPMENT - VERTICAL TURBINE

(SUBMERSIBLE)

-- End of Project Table of Contents --

DOCUMENT PROJECT Page 7

DOCUMENT PROJECT Page 8

SECTION 08 11 13

STEEL DOORS AND FRAMES

08/20

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 (2020; Errata 1 2021) Structural Welding Code - Steel

ASTM INTERNATIONAL (ASTM)

ASTM A653/A653M (2020) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process

ASTM A879/A879M (2012; R 2017) 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 (2020) Standard Specification for General Requirements for Steel Sheet, Metallic-Coated by the Hot-Dip Process

ASTM C578 (2019) Standard Specification for Rigid, Cellular Polystyrene Thermal Insulation

ASTM C591 (2021) Standard Specification for Unfaced Preformed Rigid Cellular Polyisocyanurate Thermal Insulation

ASTM C612 (2014; R 2019) Standard Specification for Mineral Fiber Block and Board Thermal Insulation

ASTM D2863 (2019) Standard Test Method for Measuring the Minimum Oxygen Concentration to Support Candle-Like Combustion of Plastics (Oxygen Index)

ASTM F2247 (2018) Standard Test Method for Metal Doors Used in Blast Resistant Applications (Equivalent Static Load Method)

ASTM F2927 (2012) Standard Test Method for Door Systems Subject to Airblast Loadings

SECTION 08 11 13 Page 1

BUILDERS HARDWARE MANUFACTURERS ASSOCIATION (BHMA)

ANSI/BHMA A156.115 (2016) Hardware Preparation in Steel Doors and Steel Frames

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 80 (2022) Standard for Fire Doors and Other Opening Protectives

NFPA 252 (2022) Standard Methods of Fire Tests of Door Assemblies

STEEL DOOR INSTITUTE (SDI/DOOR)

SDI/DOOR 111 (2009) Recommended Details for Standard Steel Doors, Frames, and Accessories and Related Components

SDI/DOOR 113 (2013; R2018) Standard Practice for Determining the Steady-State Thermal Transmittance of Steel Door and Frame Assemblies

SDI/DOOR A250.6 (2015) Recommended Practice for Hardware Reinforcing on Standard Steel Doors and Frames

SDI/DOOR A250.8 (2017) Specifications for Standard Steel Doors and Frames

SDI/DOOR A250.11 (2012) Recommended Erection Instructions for Steel Frames

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 4-010-01 (2018; with Change 1, 2020) DoD Minimum Antiterrorism Standards for Buildings

UNDERWRITERS LABORATORIES (UL)

UL 10C (2016; Reprint May 2021) UL Standard for Safety Positive Pressure Fire Tests of Door Assemblies

1.2 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-02 Shop Drawings

Doors; G , AE

Frames; G , AE

SECTION 08 11 13 Page 2

Accessories; G, AE

Schedule of Doors; G , AE

Schedule of Frames; G , AE

SD-03 Product Data

Doors; G , AE

Recycled Content for Steel Door Product; S

Frames; G , AE

Recycled Content for Steel Frame Product; S

Accessories

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 DOOR HARDWARE. Undercut where indicated. Provide exterior doors with top edge closed flush and sealed to prevent water intrusion. Provide doors at 1-3/4 inch thick, unless otherwise indicated. Provide door material that uses a minimum of 25 percent recycled content. Provide data indicating percentage of recycled content for steel door product. Exterior doors must be tested in accordance with ASTM F2247 or ASTM F2927 to meet requirements of

UFC 4-010-01 .

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 must be filled with board insulation.

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. Where vertical stiffener cores are required, the space between the stiffeners must be filled with board insulation.

SECTION 08 11 13 Page 3

2.1.1.3 Maximum Duty Doors

SDI/DOOR A250.8 , Level 4, physical performance Level A, Model 2 with core construction as required by the manufacturer for exterior doors, of size(s) exceeding 47 inches. Where vertical stiffener cores are required, the space between the stiffeners must be filled with board insulation.

2.2 ACCESSORIES

2.2.1 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.

2.2.2 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.

2.3 INSULATION CORES

Provide insulating cores at all exterior doors, and provide an apparent U-factor of .48 in accordance with SDI/DOOR 113 and conforming 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.

2.4 STANDARD STEEL FRAMES

SDI/DOOR A250.8 , Level 2, 3, and 4, except as otherwise specified. Form frames to sizes and shapes indicated, with welded corners. Provide steel frames for doors, sidelights, mullions, cased openings, and interior glazed panels, unless otherwise indicated. Provide frame product that uses a minimum of 25 percent recycled content. Provide data indicating percentage of recycled content for steel frame product.

2.4.1 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.

2.4.2 Mullions

Provide mullions of closed or tubular construction with heads and jambs butt-welded together. Bottom of door mullions must have adjustable floor

SECTION 08 11 13 Page 4 anchors and spreader connections.

2.4.3 Stops and Beads

Provide form and loose 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.

2.4.4 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.

2.4.5 Anchors

Provide anchors to secure the frame to adjoining construction. Provide steel anchors, zinc-coated not lighter than 18 gage.

2.4.5.1 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. Stud partitions: Weld or otherwise securely fasten anchors to backs of frames. Design anchors to be fastened to wood studs with nails and to closed steel studs with sheet metal screws;

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

2.4.5.2 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.

2.5 FIRE DOORS AND FRAMES

Provide fire doors and frames in accordance with NFPA 80 and this specification.

2.5.1 Labels

Provide fire doors and frames bearing the label of Underwriters Laboratories (UL), Factory Mutual Engineering and Research (FM), or Warnock Hersey International (WHI) attesting to the rating required.

Testing must be in accordance with NFPA 252 or UL 10C . Provide labels that are metal with raised letters, bearing the name or file number of the door and frame manufacturer. Labels must be permanently affixed at the factory to frames and to the hinge edge of the door. Do not paint door and labels.

SECTION 08 11 13 Page 5

2.5.2 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.

2.5.3 Astragal on Fire Doors

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

2.6 EXTERIOR FRAMES

Provide thermal insulation in all exterior frames. Provide frames of a minimum Level 4, with frames of a minimum thickness of 0.067 inch, 14 gage.

2.7 HARDWARE PREPARATION

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. Punch door frames, with the exception of frames that will have weatherstripping 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.

2.8 FINISHES

2.8.1 Factory-Primed Finish

Thoroughly clean all surfaces of doors and frames then chemically treat and factory prime with a rust inhibiting coating as specified in SDI/DOOR A250.8 . Where coating is removed by welding, apply touchup of factory primer.

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

Fabricate exterior doors and frames and interior doors and frames in high humidity areas from hot dipped zinc coated steel, alloyed type, that complies with ASTM A924/A924M and ASTM A653/A653M . The coating weight must 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 .

2.8.3 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 .

2.9 FABRICATION AND WORKMANSHIP

Provide finished doors and frames that are strong and rigid, neat in appearance, and free from defects, waves, scratches, cuts, dents, ridges, SECTION 08 11 13 Page 6 holes, warp, and buckle. Provide molded members that are 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 must be well formed and in true alignment. Conceal fastenings where practicable.

2.10 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.

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 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.

-- End of Section --

SECTION 08 11 13 Page 7

SECTION 08 11 13 Page 8

SECTION 08 31 00

ACCESS DOORS AND PANELS

05/17, CHG 1: 08/18

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 (2020; Errata 1 2021) Structural Welding Code - Steel

ASTM INTERNATIONAL (ASTM)

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

ASTM A653/A653M (2020) 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 A1008/A1008M (2021a) Standard Specification for Steel, Sheet, Cold-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, Solution Hardened, and Bake Hardenable

ASTM E119 (2020) Standard Test Methods for Fire Tests of Building Construction and Materials

MASTER PAINTERS INSTITUTE (MPI)

MPI 79 (2016) Primer, Alkyd, Anti-Corrosive for Metal

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 80 (2022) Standard for Fire Doors and Other Opening Protectives

NFPA 252 (2022) Standard Methods of Fire Tests of Door Assemblies

NFPA 288 (2017) Standard Methods of Fire Tests of Horizontal Fire Door Assemblies Installed in Horizontal Fire Resistance-Rated

SECTION 08 31 00 Page 1

Assemblies

UNDERWRITERS LABORATORIES (UL)

UL 10B (2008; Reprint May 2020) Fire Tests of Door Assemblies

UL 263 (2011; Reprint Aug 2021) UL Standard for Safety Fire Tests of Building Construction and Materials

1.2 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-02 Shop Drawings

Access Doors And Panels; G , AE

SD-03 Product Data

Access Doors And Panels; G , AE

Hardware Including Locks and Keys; G , AE

Accessories; G , AE

Recycled Content; S

SD-04 Samples

Finishes; G , AE

SD-06 Test Reports

Fire-rating(s) of Assemblies; G , AE

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

SECTION 08 31 00 Page 2 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. Indicate fire-ratings of assemblies. Provide details of adjoining work for each condition indicated.

1.3.3 Finish Samples

Submit two color charts from manufacturer's standard color and finish options for each type of frame and panel assembly finish indicated.

1.3.4 Test Reports

Provide test reports for fire-rating(s) of assemblies when tested in accordance with NFPA 252 or UL 10B for fire-rated access door assemblies installed vertically and NFPA 288 for fire-rated access door assemblies installed horizontally.

1.4 PERFORMANCE REQUIREMENTS

1.4.1 Structural Requirements

Provide floor access assemblies to support live loads indicated for floors. Deflection must not exceed 1/180 of span.

1.4.2 Fire-Rating Requirements

Provide access panels with a minimum fire-rating of as indicated on the Drawings.

1.4.3 Access Panels for Wet Areas

Provide panel assemblies that will be located in wet areas with stainless steel 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 ASTM A1008/A1008M , Commercial Steel (CS), exposed.

SECTION 08 31 00 Page 3

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. Provide anchors in accordance with applicable fire test parameters.

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 18 by 18 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

2.4.1 Recessed Doors

Provide recessed access doors with gypsum wallboard bead flanges. Depth of door panel recess must accommodate the installed thickness of the finish material of the wall assembly for a flush finished condition of the wall and the access panel face. Reinforce panel and frame to prevent sagging.

2.4.2 Fire-rated Doors

2.4.2.1 Door Construction

Provide ceiling access door construction in accordance with ASTM E119 or UL 263 . Provide wall access doors in accordance with NFPA 252 or UL 10B .

2.4.2.2 Labels

Provide class B opening according to UL 10B or test by another nationally recognized laboratory, approved by the Contracting Officer. Provide fire-rating as indicated herein, with a maximum temperature rise of 216 degrees F.

2.4.2.3 Door Panel and Frame

Steel or Stainless steel sheet, with mineral fiber insulation core, insulated sandwich type construction.

2.5 FINISHES

Provide steel frames and panel surfaces with a baked enamel. Provide manufacturer's standard two coat finish system consisting of one coat primer and one thermoset topcoat. Provide dry film thickness in 2 mils minimum. Provide stainless steel frames and panels. 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

SECTION 08 31 00 Page 5 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 RECESSED ACCESS DOORS

Install fire-rated access doors in fire-rated partitions and ceilings in accordance with NFPA 80 .

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.

SECTION 08 31 00 Page 6

SECTION 08 34 16.10

HORIZONTAL ROLLING STEEL DOORS

11/21

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 INSTITUTE OF STEEL CONSTRUCTION (AISC)

AISC 325 (2017) Steel Construction Manual

AISC 360 (2016) Specification for Structural Steel Buildings

AMERICAN IRON AND STEEL INSTITUTE (AISI)

AISI SG03-3 (2002; Suppl 2001-2004; R 2008) Cold-Formed Steel Design Manual Set

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

ASCE 7-16 (2017; Errata 2018; Supp 1 2018) Minimum Design Loads and Associated Criteria for Buildings and Other Structures

AMERICAN WELDING SOCIETY (AWS)

AWS D1.1/D1.1M (2020; Errata 1 2021) Structural Welding Code - Steel

ASTM INTERNATIONAL (ASTM)

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

ASTM A123/A123M (2017) Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products

ASTM A325 (2014) Standard Specification for Structural Bolts, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength

ASTM A449 (2014; R 2020) Standard Specification for Hex Cap Screws, Bolts, and Studs, Steel, Heat Treated, 120/105/90 ksi Minimum Tensile Strength, General Use

ASTM A653/A653M (2020) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process

SECTION 08 34 16.10 Page 1

ASTM A1008/A1008M (2021a) Standard Specification for Steel, Sheet, Cold-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, Solution Hardened, and Bake Hardenable

ASTM A1011/A1011M (2018a) Standard Specification for Steel Sheet and Strip, Hot-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, and Ultra-High Strength

ASTM C920 (2018) Standard Specification for Elastomeric Joint Sealants

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

NEMA ICS 1 (2000; R 2015) Standard for Industrial Control and Systems: General Requirements

NEMA ICS 2 (2000; R 2020) Industrial Control and Systems Controllers, Contactors, and Overload Relays Rated 600 V

NEMA ICS 6 (1993; R 2016) Industrial Control and Systems: Enclosures

NEMA MG 1 (2016) Motors and Generators - Revision 1: 2018; Includes 2021 Updates to Parts 0, 1, 7, 12, 30, and 31

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2020; TIA 22-1; ERTA 1 2022) National Electrical Code

NFPA 220 (2021) Standard on Types of Building Construction

NFPA 409 (2022) Standard on Aircraft Hangars

U.S. DEPARTMENT OF DEFENSE (DOD)

MIL-R-5001 (1992, Rev B) Rubber Cellular Sheet, Molded And Hand-Built Shapes; Latex Foam

MIL-STD-889 (2021; Rev D) Galvanic Compatibility of Electrically Conductive Materials

UFC 1-200-01 (2019; with Change 1, 2020) DoD Building Code

UFC 3-301-01 (2019, with Change 1, 2022) Structural Engineering

UNDERWRITERS LABORATORIES (UL)

UL 489 (2016; Rev 2019) UL Standard for Safety

SECTION 08 34 16.10 Page 2

Molded-Case Circuit Breakers, Molded-Case Switches and Circuit-Breaker Enclosures

1.2 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Manufacturer's Qualifications; G , AE

Installer's Qualifications; G , AE

SD-02 Shop Drawings sealed by the Door Manufacturer's Registered Professional Engineer

Horizontal Rolling Steel Doors; G , AE

SD-05 Design Data sealed by the Door Manufacturer's Registered Professional Engineer

Horizontal Rolling Steel Doors; G , AE

Door Compliance Matrix; G , AE

SD-10 Operation and Maintenance Data

Horizontal Rolling Steel Doors, Data Package 2; G , RO

1.3 DESIGN REQUIREMENTS

1.3.1 Door Design and Components

The Horizontal Rolling Steel Door system described in the construction documents are representative of a commercially available door. Design and provide the door to fit within the space allocated and in accordance with the criteria specified herein. Design doors to operate properly without binding, interference, or damage to weather stripping or the adjacent structure. Door must be of limited combustible construction in accordance with NFPA 220 and NFPA 409 .

Submit Calculations sealed by the door manufacturer's registered professional engineer for review.

Submit drawings showing details of construction, installation, and operation; size, shapes, and thickness of materials; joints and connections; reinforcing; hardware; mechanical devices; electrical devices; and design and detail data for work of other trades affected by these door system(s).

Submit a Door Compliance Matrix which references each specification requirement and the corresponding document and page number where compliance may be verified by the reviewer.

SECTION 08 34 16.10 Page 3

1.3.1.1 Steel Door Components

Design all supporting, steel bracing and framing steel members in accordance with the specified loads and the requirements of AISC 325 and AISC 360 . Design all cold formed steel in accordance with AISI SG03-3 .

Weld steel in accordance with the AWS D1.1/D1.1M Standards.

1.3.2 Loads

Design the door for the loads in accordance with UFC 1-200-01 , UFC 3-301-01 and all other applicable criteria.

1.3.2.1 Wind Loads

In the closed position, design the entire door system to withstand the component and cladding wind pressures as indicated by the Engineer of Record for a Partially Enclosed building, based upon the indicated design wind velocity, geometry and other factors. Design all elements of the door's components and cladding to withstand both the highest positive and negative pressures based upon the actual tributary area from the wind, as indicated.

In addition, design the entire door system to be both fully open and fully operational for wind velocities up to 77 mph. Calculate the applicable component and cladding wind pressures, including importance factor, and utilize the controlling wind pressures or utilize a positive and negative wind pressure of 15 psf on the surface of the door, whichever is greater.

Submit complete Calculations sealed by the door manufacturer's registered professional engineer for review.

1.3.3 Deflections

For any door member, the deflection due to design wind load shall not exceed the member's length divided by 120.

Design Doors as a system to withstand a minimum of 150 percent of both the upward and downward deflections of the door header structure, or as recommended by the door manufacturer. The total anticipated service level maximum vertical deflections which may be experienced during the life of the door and building are 3 inches upwards and 6 inches downwards.

Submit design drawings and structural including detail drawings to accommodate deflections described.

1.3.4 Door Structure and Connections

Design connections at top and bottom guide rails to withstand both the positive and negative design wind pressures as required by the construction documents. Utilize the governing design loads in accordance with ASCE 7-16 load combinations.

1.3.5 Primary and Secondary Door Members and Connections

Design primary door members and their connections with hot-rolled steel members only. Design complete vertical and lateral load paths, including interconnection system load path from pickup bracket or cable system through the door bracing, to both the top and bottom door leaf members.

SECTION 08 34 16.10 Page 4

1.3.6 Wind Girt Members and Connections

Cold-formed members are not permitted for use in primary or secondary (main) framing of the door leaf and bracing. In addition, face skin finish materials cannot be utilized as part of the lateral force resisting system, including diaphragm action.

Door manufacturer may utilize cold-formed steel infill members as wind girts to support the cladding.