1725 addendum 01 07-30-24.pdf

ADDENDUM NO.1

07-30-24

DD# 1725

FIRE CRASH RESCUE STATIONS

172ND AIRLIFT WING

JACKSON INTERNATIONAL AIRPORT, JACKSON, MS

NOTICE TO ALL DOCUMENT HOLDERS:

The following additions, changes, and clarifications to the drawings and specifications are to be included as part of the Contract Documents.

SPECIFICATIONS

ITEM NO. 1 PROJECT MANUAL INDEX | ADD AND REMOVE

REPLACE this specification section with the attached revised section (4 pages).

ITEM NO. 2 01 50 00 TEMPORARY FACILITIES AND CONTROLS | REMOVE

ITEM NO. 3 01 81 13 SUSTAINABLE DESIGN REQUIREMENTS | REMOVE

REMOVE this specification section (1 page).

ITEM NO. 4 02 30 00 GEOTECHNICAL INVESTIGATION AND ENGINEERING REPORT | ADD

ADD this specification section (70 pages).

ITEM NO. 5 08 71 00 DOOR HARDWARE | ADD

REPLACE pages 12 and 15 of this specification section with the attached revised section (2 pages).

ITEM NO. 6 09 65 00 RESILIENT FLOORING | CLARIFICATION

REPLACE this specification section (3 pages).

ITEM NO. 7 10 11 00 VISUAL DISPLAY UNITS | CLARIFICATION

(2 pages).

JULY 30, 2024 JULY 30, 2024

ITEM NO. 8 14 24 00 HYDRAULIC ELEVATORS | REMOVE

(8 pages).

ITEM NO. 9 32 31 12 HORIZONTAL SLIDING GATE OPERATOR | CLARIFICATION

(5 pages).

ITEM NO. 10 32 31 13 CHAIN LINK FENCING | CLARIFICATION

ITEM NO. 11 46 25 13 COALESCING OIL-WATER SEPARATOR | CLARIFICATION

(6 pages).

DRAWINGS

ITEM NO. 12 COVER | CHANGE

REPLACE this drawing sheet with the attached sheet.

ITEM NO. 13 R1.0 GEN INFO | CHANGE

REPLACE this drawing sheet with the attached sheet revised per Mark 1.

ITEM NO. 14 ML1.0 LANDSCAPE PLAN | CLARIFICATION

ITEM NO. 15 SL1.0 LANDSCAPE PLAN | CLARIFICATION

ITEM NO. 16 MA1.0 FIRST FLOOR PLAN | REMOVE

ITEM NO. 17 MA1.1 MECH. PLATFORM PLAN | REMOVE

ITEM NO. 18 MA3.0 ELEVATIONS | REMOVE

ITEM NO. 19 MA10.0 DOOR SCHEDULE/DETAILS | REMOVE

ITEM NO. 20 MF#.#, ALL SHEETS | REMOVE

REPLACE drawing sheets MF1.0, MF1.1, MF1.2, MF2.0, and MF2.1 with the attached sheets revised per Mark 1.

ITEM NO. 21 SA10.0 | REMOVE

ITEM NO. 22 SF#.#, ALL SHEETS | REMOVE

REPLACE drawing sheets SF1.0, SF1.1, SF1.2, and SF2.0 with the attached sheets revised per Mark 1.

ITEM NO. 23 MM1.2 MAIN BLDG FLR PLAN MEZZ FLOOR - HVAC | REMOVE

ITEM NO. 24 SM1.2 SATELLITE BLDG FLR PLAN MEZZ FLOOR - HVAC | REMOVE

No other items.

Madison Holbrook

Encs.: See Above c: 1725.1 Addenda All Planholders

Index to Specifications - 1

Technical Specifications for

Construct New Fire Crash Rescue Stations

LRXQ109002

B3 Submittal

01 30 00 01 32 16 01 35 53 01 40 00 01 42 19 01 45 33 01 50 00 01 51 00 01 57 03 01 57 13 01 57 23 01 60 00 01 70 00 01 71 13 01 78 00 01 81 13

02 41 13

03 10 00 03 20 00 03 30 00 03 33 10 03 35 11 03 36 00

05 12 00 05 12 13 05 21 00 05 31 00 05 40 00 05 50 00 05 51 33

06 10 00 06 20 00

DIVISION 01 - GENERAL CONDITIONS

Administrative Requirements Construction Progress Schedule Security Procedures

Quality Requirements Reference Standards Code-Required Special Inspections Temporary Facilities and Controls Temporary Utilities Stormwater Pollution Prevention Plan Temporary Erosion Checks Silt Fence Product Requirements Execution and Closeout Requirements Mobilization - Demobilization Closeout Submittals Sustainable Design Requirements

DIVISION 02 - EXISTING CONDITIONS

Selective Site Demolition Geotechnical Investigation and Engineering Report

DIVISION 03 - CONCRETE

Concrete Forming and Accessories Concrete Reinforcing Cast-In-Place Concrete Cast-In-Place Architectural Concrete Concrete Floor Finishes Concrete Drives and Aprons

DIVISION 05 - METALS

Structural Steel Framing Architecturally-Exposed Structural Steel Steel Joist Framing Steel Decking Cold-Formed Metal Framing Metal Fabrications Metal Ladders

DIVISION 06 - WOOD, PLASTICS AND COMPOSITES

Rough Carpentry Finish Carpentry Architectural Wood Casework 06 41 00

02 30 00

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SECTION AMENDED WITH ADDENDUM 01

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Index to Specifications - 2

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

Fire and Smoke Assembly Identification 07 05 53 Dampproofing 07 11 13 Sheet Waterproofing 07 13 00 Fluid-Applied Waterproofing 07 14 00 Thermal Insulation 07 21 00 Metal Roof Panels 07 41 13 Metal Wall Panels 07 42 13 Metal Composite Material Wall Panels 07 42 13.23 Fiber Cement Siding 07 46 46 Sheet Metal Flashing and Trim 07 62 00 Roof Specialties 07 71 00 Roof Accessories 07 72 00 Intumescent Fire Protection 07 81 23 Firestopping 07 84 00 Joint Sealants 07 92 00

DIVISION 08 - OPENINGS

Hollow Metal Doors and Frames 08 11 13 Flush Wood Doors 08 14 16 Access Doors and Panels 08 31 00 Sectional Doors 08 36 13 Aluminum-Framed Storefronts 08 43 13 Glazed Aluminum Curtain Walls 08 44 13 Door Hardware 08 71 00 Automatic Door Operators - Commercial 08 73 10 Glazing 08 80 00 Mirrors 08 83 00 Louvers 08 91 00

DIVISION 09 - FINISHES

Gypsum Board Assemblies 09 21 16 Tiling 09 30 00 Acoustical Ceilings 09 51 00 Resilient Flooring 09 65 00 Tile Carpeting 09 68 13 Painting and Coating 09 90 00

DIVISION 10 - SPECIALTIES

Visual Display Units 10 11 00 Signage 10 14 00 Video Display Systems 10 15 00 Plastic Toilet Compartments 10 21 13.19 Wall and Door Protection 10 26 00 Toilet, Bath and Laundry Accessories 10 28 00 Fire Protection Specialties 10 44 00 Plastic and Metal Lockers 10 51 26 Metal Storage Shelving 10 56 13

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Index to Specifications - 3

Flagpoles 10 75 00

DIVISION 11 - EQUIPMENT

Residential Appliances 11 30 13

DIVISION 12 - FURNISHINGS

Window Shades 12 24 00 Countertops 12 36 00 Furniture 12 50 00

DIVISION 14 - CONVEYING EQUIPMENT

Hydraulic Elevators 14 24 00

DIVISION 21 - FIRE SUPPRESSION

Fire Protection System 21 13 00

DIVISION 22 - PLUMBING

Basic Mechanical Requirements 22 05 00 Valves 22 05 23 Mechanical Supporting Devices 22 05 29 Pipe and Fittings 22 10 00 Instantaneous Hot Water Heaters 22 34 00 Plumbing Fixtures, Trim and Accessories 22 42 00

DIVISION 23 - MECHANICAL CONSTRUCTION

Mechanical Systems Insulation 23 07 00 Testing and Balancing 23 08 00 Ductwork and Accessories 23 30 00 Exhaust Fans 23 34 00 Packaged Air Conditioning & Heating Equipment 23 81 13

DIVISION 26 - ELECTRICAL

Electrical General Provisions 26 01 01 Electrical Firestopping 26 01 02 Conductors (Medium Voltage) 26 05 16 Medium Voltage Load-Break Seperable Connectors 26 05 17 Low Voltage Power Conductors and Cables 26 05 19 Grounding and Bonding for Electrical Systems 26 05 26 Hangars and Supports for Electrical Systems 26 05 29 Raceways and Boxes for Electrical Systems 26 05 33 Identification for Electrical Systems 26 05 53 Overcurrent Protective Device Coordination Study 26 05 73

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Lighting Control Devices 26 09 23 Pad Mounted, Liquid Filled, Medium Voltage Transformers 26 12 19 Panelboards 26 24 16 Wiring Devices 26 27 26 Disconnects (Motor & Circuit & Separate Circuit Breakers) 26 28 23 Diesel Generator 26 32 14 Surge Suppression Devices 26 35 53 Automatic Transfer Switches 26 36 00 Lightning Protection System 26 41 00 Lighting 26 51 00

DIVISION 27 - COMMUNICATIONS

Structured Cabling for Voice and Data 27 10 05

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

Military Fire Alarm and Mass Notification System 28 31 05

DIVISION 31 - EARTHWORK

Clearing and Grubbing 31 11 00 Earthwork 31 23 23 Reinforced Erosion Control Mats 31 25 14.16 Riprap 31 37 13

DIVISION 32 - EXTERIOR IMPROVEMENTS

Lime Treated Base Course 32 11 13.13 Crushed Limestone Base 32 11 23 Asphalt Concrete Paving 32 12 16 Concrete Curb and Combination Concrete Curb and Gutters 32 16 13 Sidewalks 32 16 23 Pavement Markings 32 17 23 Horizontal Sliding Gate Operator 32 31 12 Chain Link Fencing 32 31 13 Sodding, Seeding, Fertilizing and Mulch 32 92 19

DIVISION 33 - UTILITIES

Roadway Crossings for Utility Lines 33 05 23.19 Water Distribution System 33 11 00 Sanitary Sewerage - Gravity Piping 33 30 00 Grinder Pumping Station 33 32 17 Sewage Force Main 33 34 00 Storm Drainage 33 41 00

DIVISION 46 - POLLUTION CONTROL EQUIPMENT

Coalescing Oil-Water Separator 46 25 13

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SECTION 01 50 00

TEMPORARY FACILITIES AND CONTROLS

DD# 1725 01 50 00 - 1

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Drinking Water B. Temporary telecommunications services.

C. Temporary sanitary facilities.

D. Temporary Controls: Barriers, enclosures, and fencing.

E. Vehicular access and parking.

F. Waste removal facilities and services.

G. Project identification sign.

H. Field offices.

I. Storage Sheds and Containers J. Furnishing and Maintenance of Equipment K. Removal of Utilities, Facilities, and Controls

1.02 RELATED REQUIREMENTS

A. Section 01 35 53 - Security Procedures B. Section 01 51 00 - Temporary Utilities.

1.03 TEMPORARY UTILITIES - SEE SECTION 01 51 00

A. Provide and pay for all electrical power, lighting, water, heating and cooling, and ventilation required for construction purposes.

1.04 DRINKING WATER

A. The General Contractor shall furnish and provide drinking water facilities for all workmen on the job. This shall include icing when required, paper cups, etc., all maintained in a sanitary condition.

1.05 TELECOMMUNICATIONS SERVICES

A. Provide, maintain, and pay for telecommunications services to field office at time of project mobilization.

B. Telecommunications services shall include:

1. Windows-based personal computer dedicated to project telecommunications, with necessary software and laser printer.

2. Internet Connections: Minimum of one; DSL modem or faster.

3. Email: Account/address reserved for project use.

4. Facsimile Service: Minimum of one dedicated fax machine/printer, with dedicated phone line.

1.06 TEMPORARY SANITARY FACILITIES

A. On all projects, the General Contractor shall provide and maintain required facilities and enclosures. Toilets are to be installed in strict accordance with the regulations of the State Board of Health. The toilets are to be located on the site as directed by the Architect or his authorized representative. Provide at time of project mobilization.

B. Maintain daily in clean and sanitary condition.

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1.07 BARRIERS

A. Provide barriers to prevent unauthorized entry to construction areas, to prevent access to areas that could be hazardous to workers or the public, to allow for owner's use of site and to protect existing facilities and adjacent properties from damage from construction operations and demolition.

B. Provide barricades and covered walkways required by governing authorities for public rights-of-way and for public access to existing building.

C. Provide protection for plants designated to remain. Replace damaged plants.

D. Protect non-owned vehicular traffic, stored materials, site, and structures from damage.

E. Provide all necessary warning and danger lights from twilight to sunrise.

F. All such barriers shall be in strict accordance with all legal requirements and laws.

1.08 FENCING

A. Install temporary 6'-0" high galv. metal construction fencing & gates where shown.

Fencing shall consist of 2-1/2" dia. Corner posts and 2" dia. Intermediate posts spaced at 10'-0" o.c. max. Posts shall extend into ground 3'-0" min. Typ. Provide 2" dia. Horiz. Post @ top of fence typ. Provide 1-1/4" dia. Horiz. Bracing posts @ mid-height each. Side of corner posts typ. Fencing to consist of galv. Wire fabric with continuous weather-resistant visual screen fabric. Employ 1/4"x3/4" galv.

Stretcher bars and tension bands @ wire fabric ends typ. Intermediate attachments to be wire tied. Equip with vehicular and pedestrian gates with locks.

1.09 SECURITY - SEE SECTION 01 35 53

A. Provide security and facilities to protect Work, existing facilities, and Owner's operations from unauthorized entry, vandalism, or theft.

B. Coordinate with Owner's security program.

1.10 VEHICULAR ACCESS AND PARKING

A. Comply with regulations relating to use of streets and sidewalks, access to emergency facilities, and access for emergency vehicles.

B. Coordinate access and haul routes with governing authorities and Owner.

C. Provide and maintain access to fire hydrants, free of obstructions.

D. Provide means of removing mud from vehicle wheels before entering streets.

E. Designated existing on-site roads may be used for construction traffic.

F. Provide temporary parking areas to accommodate construction personnel. When site space is not adequate, provide additional off-site parking.

1.11 WASTE REMOVAL

A. Provide waste removal facilities and services as required to maintain the site in clean and orderly condition.

B. Provide containers with lids. Remove trash from site periodically.

C. If materials to be recycled or re-used on the project must be stored on-site, provide suitable non-combustible containers; locate containers holding flammable material outside the structure unless otherwise approved by the authorities having jurisdiction.

D. Open free-fall chutes are not permitted. Terminate closed chutes into appropriate containers with lids.

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E. No burning of trash or debris shall be done on Owner's property. All such materials shall be removed from the site and disposed of in accordance with local laws and ordinances.

1.12 FIELD OFFICES

A. Each Contractor shall be responsible for supplying, maintaining, and removing his own Field Office when directed: Weathertight, with lighting, electrical outlets, heating, cooling equipment, and equipped with sturdy furniture, drawing rack, and drawing display table in locations on the site as directed by the Architect, or his authorized representative and best suited for their respective uses, as follows.

B. The Field Office is for the use of the Contractor, Architect's representative, and Owner's representative.

C. Provide space for Project meetings, with table and chairs____. Provide office with a desk with drawers for filing correspondence for each user, and a blueprint rack, all with suitable hardware; a door and window; and a minimum of 100 square feet.

D. Provide a telephone, fax machine, answering machine, a digital camera and a computer with a scanner and printer and an internet connection and email address.

The Contractor and computer system shall be capable of taking digital photographs or scanning drawings, downloading them to the computer and emailing them to the Architect.

E. Maintain office in a sanitary and usable condition.

F. Locate offices a minimum distance of 30 feet (10 m) from existing and new structures.

1.13 STORAGE SHEDS AND CONTAINERS

A. The Contractor and subcontractor shall be responsible for supplying storage sheds and or containers with the appropriate environment for the materials stored.

1.14 FURNISHING AND MAINTENANCE OF EQUIPMENT

A. Contractor shall furnish and maintain all equipment such as temporary stairs, ladders, ramps, scaffolds, hoists, runways, derricks, chutes, elevators, etc. as required for proper execution of the work of all trades. All such apparatus, equipment and construction shall meet all the requirements of the Labor Law and other state or local laws applicable thereto.

1.15 DEMOLITION

A. The Contractor shall demolish all existing work required to complete the new work specified herein and as indicated on the drawings. Contractor shall assume ownership of said demolished materials and remove from site, except items chosen by the Owner to remain in his possession.

1.16 FIRE PROTECTION DURING CONSTRUCTION

A. The Contractor shall provide and maintain in working order U. L. fire extinguishers having a 2A-20BC or equivalent rating in all temporary offices, storage sheds, and one such extinguisher per 3,000 square feet of building floor area under construction during the period of construction. Dry chemical type extinguishers shall not be used. Exit ways leading to building exits shall be maintained and kept free of all debris, materials, and equipment.

B. Special precautions shall be taken to minimize the fire hazards when it becomes necessary to use stoves, salamanders, tar pots, or other temporary heating devices. Such devices shall conform to the requirements of the National Fire Code of the National Fire Protection Association and shall be used only when job is attended. Such devices shall be located so that there is a clearance of not less

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than six feet above or less than two and one half feet on all sides between devices and unprotected combustible materials nor shall they be placed within ten feet (10') of tarpaulin or canvas covers. Legs of temporary heating devices shall be properly insulated when it is necessary to place such equipment on combustible platforms.

C. Combustible materials shall not be stored near structural steel members until fireproofing has been installed. Forms of combustible material shall be stripped from reinforced concrete construction as soon as setting of the concrete will permit and shall be promptly removed from the building. The use of wood scaffolding shall be kept to a minimum and entirely eliminated when possible in order to eliminate fire hazards from this source. No part of the building where forms are in place shall be used for the storage of flammable materials of any kind.

D. Special precautions shall be taken to reduce fire hazards where electrical or gas welding or cutting work is done and suitable fire extinguishing equipment shall be maintained near such operations.

E. Paints, varnishes, volatile oils, etc., shall be stored in a room having good ventilation and containing no other material, or in U. L. listed metal lockers or metal boxes with self-closing covers. These cabinets shall be limited to a 60 gallon storage capacity with not more than three storage cabinets per area. Provide a 2A:20B:C rated fire extinguisher for protection in each of these areas. Gasoline and other volatile and flammable liquids shall be stored in a metal barrel well away from structures or other combustible materials.

1.17 MAINTENANCE AND REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS

A. Maintain all temporary facilities and controls as long as needed for the safe and proper completion of the Work.

B. Remove all such temporary facilities and controls as rapidly as progress of the

Work will permit, or as directed by the Architect.

C. Remove underground installations to a minimum depth of 2 feet (600 mm). Grade site as indicated.

D. Clean and repair damage caused by installation or use of temporary work.

E. Restore existing facilities used during construction to original condition.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

END OF SECTION

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01 81 13 - 1

SECTION 01 81 13

SUSTAINABLE DESIGN REQUIREMENTS

THIS SECTION WAS REMOVED WITH ADDENDUM #01 AND IS NOT USED

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SECTION AMENDED WITH ADDENDUM 01

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SECTION 02 30 00

GEOTECHNICAL INVESTIGATION AND ENGINEERING REPORT

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PART 1 GENERAL

1.01GEOTECHNICAL INVESTIGATION AND ENGINEERING REPORT

A. DATED November 20, 2018, (69 PAGES).

PART 2 PRODUCTS

2.01N/A

PART 3 EXECUTION

3.01N/A

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DD# 1725 08 71 00 - 12

(1 ea.) DP1 26D IVES (Dust Proof Strike) (2 ea.) 8400 30” x 34” 630 IVES (Kick Plate) (1 ea.) 160V LAR NGP (Set of Gasketing) (1 ea.) 97V LAR NGP (Sweep) (1 ea.) 513/896V AL LAR NGP (Threshold as required)

Hardware Set # 26 – DR #’s 125

(6 ea.) 5BB1 x 4.5”x 4.5” 32D IVES (Standard Weight Hinges) (1 ea.) L9080-07L 626 SCH (Storeroom Function Lever Lock) (1 ea.) COR52-626ANw/FL as required IVES (Door Coordinator Bar) (2 ea.) 4040XP HO CUSH 689 LCN (Surface Closer with Hold-Open) (2 ea.) FB458-12-626 IVES (Flush Bolts) (1 ea.) DP1 26D IVES (Dust Proof Strike) (2 ea.) 8400 30” x 34” 630 IVES (Kick Plate) (1 ea.) 160V LAR NGP (Set of Gasketing) (1 ea.) 97V LAR NGP (Sweep) (1 ea.) 513/896V AL LAR NGP (Threshold as required)

Hardware Set # 27 – DR #’s S-100 Alum.

(2 ea.) 1E72/74 626 BE (Cylinder as Required) NOTE: Balance of Hardware by Aluminum Storefront Door Supplier

Hardware Set # 28 – DR #’s S-101, S-109 IVES (Standard Weight Hinges) SCH (Passage Set) LCN (Surface Closer) IVES (Kick Plate) IVES (Wall Stop) NGP (Set of Gasketing) NGP (Sweep) NGP (Threshold as required)

(3 ea.) 5BB1 x 4.5”x 4.5” 32D (1 ea.) L9010-07L BDC 626 (1 ea.) 4040XP CUSH 689 (1 ea.) 8400 10” x 34” 630 (1 ea.) WS407-CCV 630 (1 ea.) 160V LAR (1 ea.) 97V LAR (1 ea.) 513/896V AL LAR

Hardware Set # 29 –DR #’s S-102

(3 ea.) 5BB1 x 4.5”x 4.5” 26D IVES (Standard Weight Hinges) (1 ea.) L9040/80-07L L583-363/L283-722 626 SCH (Privacy Lever Lock w/ Indicator as Required) (1 ea.) 4040XP CUSH 689 LCN (1 ea.) 8400 10” x 34” 630 IVES (1 ea.) 8400 6” x 35” 630 IVES (1 ea.) WS407-CCV 630 IVES (1 ea.) 5050BLK-17’ LAR NGP

Hardware Set # 30 – DR #’s S-103, S-104, S-105

(3 ea.) 5BB1 x 4.5”x 4.5” 32D IVES (1 ea.) L9070-07L BDC 626 SCH

(Standard Weight Hinges) (Classroom Function Lever Lock)

(Surface Closer) (Kick Plate) (Mop Plate) (Wall Stop) (Set of Gasketing)

Hardware Set #29.5—Overhead Door # 102, 103, 104, 105, 106,107, 116, 117, 118, 119, 120, 121 (2 ea.) 1E72/74 626 BE (Cylinder as Required) NOTE: Balance of Hardware by Overhead Door Supplier

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(1 ea.) 4040XP CUSH 689 LCN (Surface Closer) (1 ea.) 8400 10” x 34” 630 IVES (Kick Plate) (1 ea.) WS407-CCV 630 IVES (Wall Stop) (1 ea.) 5050BLK-17’ LAR NGP (Set of Gasketing)

Hardware Set # 40 – DR #’s S-210, S-211

(3 ea.) 5BB1 x 4.5”x 4.5” 26D IVES (Standard Weight Hinges) (1 ea.) L9080-07L 626 SCH (Storeroom Function Lever Lock) (1 ea.) 1E72/74-626 BE (Cylinder as Required) (1 ea.) 4040XP-CUSH-689 LCN (Closer Cush Stop) (1 ea.) 8400 10” x 34” 630 IVES (Kick Plate) (1 ea.) 5050BLK-LAR NGP (Set of Gasketing)

Hardware Set # 41 – DR #’s S-214

(3 ea.) 5BB1 x 4.5”x 4.5” 26D IVES (Standard Weight Hinges) (1 ea.) L9050-07L 626 SCH (Office Function Lever Lock) (1 ea.) 1E72/74-626 BE (Cylinder as Required) (1 ea.) 4040XP-CUSH-689 LCN (Closer Cush Stop) (1 ea.) 8400 10” x 34” 630 IVES (Kick Plate) (1 ea.) fs17/WS407-CCV 630 IVES (Floor/Wall Stop as required) (1 ea.) 5050BLK-LAR NGP (Set of Gasketing)

Hardware Set # 42 – DR #’s S-215 ALUM

(2 ea.) 1E72/74 626 BE (Cylinder as Required) NOTE: Balance of Hardware by Aluminum Storefront Door Supplier

END OF SECTION

Hardware Set #42.5—Overhead Door # S106, S107, S110, S111

(2 ea.) 1E72/74 626 BE (Cylinder as Required) NOTE: Balance of Hardware by Overhead Door Supplier

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SECTION 09 65 00

RESILIENT FLOORING

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PART 1 GENERAL

1.01SECTION INCLUDES

A. Resilient tile flooring.

B. Resilient base.

C. Resilient stair accessories.

D. Installation accessories.

1.02REFERENCE STANDARDS

A. ASTM F1344 - Standard Specification for Rubber Floor Tile; 2015.

B. ASTM F1700 - Standard Specification for Solid Vinyl Tile; 2013a.

C. ASTM F1861 - Standard Specification for Resilient Wall Base; 2008 (Reapproved

2012).

1.03SUBMITTALS

A. See Section 01 30 00 - Administrative Requirements, for submittal procedures.

B. Product Data: Provide data on specified products, describing physical and performance characteristics; including sizes, patterns and colors available; and installation instructions.

C. Selection Samples: Submit manufacturer's complete set of color samples for Architect's initial selection.

D. Verification Samples: Submit two samples, ___ by ___ inch (___ by ___ mm) in size illustrating color and pattern for each resilient flooring product specified.

1.04QUALITY ASSURANCE

A. Installer Qualifications: Company specializing in installing specified flooring with minimum three years documented experience.

PART 2 PRODUCTS

2.01TILE FLOORING

A. Vinyl Tile: Solid vinyl with color and pattern throughout thickness.

1. Manufacturers:

a. Mohawk Group; www.mohawkgroup.com, Hot and Heavy collection, Bolder.

b. Or approved equal.

2. Minimum Requirements: Comply with ASTM F1700, of Class corresponding to type specified.

3. Square Tile Size: 36 by 36 inch (___ by ___ mm).

4. Wear Layer Thickness: 20 mil (0.5 mm).

5. Total Thickness: ____ inch (5 mm).

6. Color: To be selected by Architect from manufacturer's full range. Up to two colors may be selected for different areas of the building.

B. Rubber Tile: Homogeneous, color and pattern throughout thickness.

1. Manufacturers:

a. Johnsonite, a Tarkett Company; Solid Color Rubber:

www.johnsonite.com/#sle.

b. Or approved equal.

c. Same manufacturer as Stair Treads and Risers.

d. Substitutions: See Section 01 60 00 - Product Requirements.

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2. Minimum Requirements: Comply with ASTM F1344, of Class corresponding to type specified.

3. Size: 24 by 24 inch (___ by ___ mm) nominal.

4. Total Thickness: 0.125 inch (3.2 mm).

5. Texture: Rice Paper.

6. S

7. Color: To be selected by Architect from manufacturer's full range.

2.02STAIR COVERING

A. Stair Treads: Rubber; full width and depth of stair tread in one piece; tapered thickness.

1. Manufacturers:

a. Johnsonite, a Tarkett Company; AngleFit Rubber Treads and Risers:

www.johnsonite.com/#sle.

b. Or qpproved equal.

c. Same manufacturer as Rubber Tile.

d. Substitutions: See Section 01 60 00 - Product Requirements.

2. Nominal Thickness: 0.1875 inch (4.75 mm).

3. Nosing: Square.

4. Striping: 2 inch (24 mm) wide contrasting color abrasive strips. Color to be selected from manufacturer's full range.

5. Texture: Rice Paper.

6. Color: To be selected by Architect from manufacturer's full range.

B. Stair Risers: Full height and width of tread in one piece, matching treads in material and color.

1. Manufacturers:

a. Johnsonite, a Tarkett Company; _______: www.johnsonite.com/#sle.

b. Substitutions: See Section 01 60 00 - Product Requirements.

2. Thickness: 0.080 inch (2.0 mm).

C. Stair Stringers: Full height in one piece and in maximum available lengths, matching treads in material and color.

1. Nominal Thickness: 0.080 inch (2.0 mm).

2.03RESILIENT BASE

A. Resilient Base - Type 1: ASTM F1861, Type TS rubber, vulcanized thermoset; top set Style B, Cove.

1. Manufacturers:

a. Johnsonite, a Tarkett Company; _______: www.johnsonite.com/#sle.

2. Height: 6 inch (150 mm).

3. Thickness: 0.125 inch (3.2 mm).

4. Finish: Satin.

5. Color: To be selected by Architect from manufacturer's full range. Up to three colors may be selected for different areas of the building.

6. Accessories: Premolded external corners and internal corners.

2.04ACCESSORIES

A. Subfloor Filler: White premix latex; type recommended by adhesive material manufacturer.

B. Primers, Adhesives, and Seam Sealer: Waterproof; types recommended by flooring manufacturer.

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PART 3 EXECUTION

3.01EXAMINATION

A. Verify that surfaces are flat to tolerances acceptable to flooring manufacturer, free of cracks that might telegraph through flooring, clean, dry, and free of curing compounds, surface hardeners, and other chemicals that might interfere with bonding of flooring to substrate.

B. Cementitious Subfloor Surfaces: Verify that substrates are ready for resilient flooring installation by testing for moisture and alkalinity (pH).

1. Obtain instructions if test results are not within limits recommended by resilient flooring manufacturer and adhesive materials manufacturer.

3.02PREPARATION

A. Remove subfloor ridges and bumps. Fill minor low spots, cracks, joints, holes, and other defects with subfloor filler to achieve smooth, flat, hard surface.

B. Prohibit traffic until filler is fully cured.

3.03INSTALLATION - GENERAL

A. Starting installation constitutes acceptance of subfloor conditions.

B. Install in accordance with manufacturer's written instructions.

C. Adhesive-Applied Installation:

1. Place copper grounding strip in conductive adhesive and apply additional adhesive to top side of strip before installing static control flooring. Allow strip to extend beyond flooring in accordance with static control flooring manufacturer's instructions. Refer to Section 26 05 26 for grounding and bonding to building grounding system.

2. Fit joints and butt seams tightly.

3. Set flooring in place, press with heavy roller to attain full adhesion.

3.04INSTALLATION - TILE FLOORING

A. Mix tile from container to ensure shade variations are consistent when tile is placed, unless otherwise indicated in manufacturer's installation instructions.

3.05INSTALLATION - RESILIENT BASE

A. Fit joints tightly and make vertical. Maintain minimum dimension of 18 inches (45

mm) between joints.

B. Install base on solid backing. Bond tightly to wall and floor surfaces.

3.06INSTALLATION - STAIR COVERINGS

A. Install stair coverings in one piece for full width and depth of tread.

B. Install stringers configured tightly to stair profile.

C. Adhere over entire surface. Fit accurately and securely.

3.07CLEANING

A. Remove excess adhesive from floor, base, and wall surfaces without damage.

B. Clean in accordance with manufacturer's written instructions.

3.08PROTECTION

A. Prohibit traffic on resilient flooring for 48 hours after installation.

END OF SECTION

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SECTION 10 11 00

VISUAL DISPLAY UNITS

DD# 1725 10 11 00 - 1

PART 1 GENERAL

1.01SECTION INCLUDES

A. Markerboards B. Tackboards (Bulletin Boards) C. Tackable wall panels

1.02RELATED REQUIREMENTS

A. Section 06 10 00 - Rough Carpentry: Blocking and supports.

1.03SUBMITTALS

A. See Section 01 30 00 - Administrative Requirements, for submittal procedures.

B. Product Data: Provide manufacturer's data on chalkboard, markerboard, tackboard, tackboard surface covering, trim, and accessories.

C. Shop Drawings: Indicate wall elevations, dimensions, joint locations, special anchor details.

D. Samples: Submit color charts for selection of color and texture of chalkboard, markerboard, tackboard, tackboard surface covering, and trim.

E. Manufacturer's printed installation instructions.

1.04QUALITY ASSURANCE

A. Manufacturer Qualifications: Company specializing in manufacturing the products specified in this section with minimum three years documented experience.

B. Qualification of Installers: Use skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this section

1.05WARRANTY

A. See Section 01 78 00 - Closeout Submittals, for additional warranty requirements.

B. Provide five year warranty for chalkboard and markerboard to include warranty against discoloration due to cleaning, crazing or cracking, and staining.

PART 2 PRODUCTS

2.01MANUFACTURERS

A. Claridge Products and Equipment, Inc: www.claridgeproducts.com/#sle.

B. Or approved equal.

2.02VISUAL DISPLAY UNITS

A. Markerboards: Porcelain enamel on steel, laminated to core.

1. Color: As selected from manufacturer's full range.

2. Locations: North wall of Training Room.

3. Height: 48 inches (1220 mm).

4. Length: 8 feet (2440 mm), in one piece.

5. Accessories: Provide marker tray and map rail.

6. Product:

a. Claridge Products and Equipment, Inc; Series 185, Type D:

www.claridgeproducts.com.

b. Or approved equal..

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B. Tackboards (Surface Mounted): Fine-grained, homogeneous natural cork.

1. Cork Thickness: 1/4 inch (6 mm).

2. Color: As selected from manufacturer's full range.

3. Backing: Hardboard, 1/4 inch (6 mm) thick, laminated to tack surface.

4. Size: As indicated on drawings.

5. Locations: As indicated on drawings.

6. Product:

a. Claridge Products and Equipment, Inc: 800 Series with Colored Cork, www.claridgeproducts.com.

b. Or approved equal.

C. Tackable Wall Panels (Built-In, Recessed): PINacle 440 Standard; by Homasote

Company, www.homasote.com or approved equal.

1. Size: As indicated on drawings.

2. Locations: As indicated on drawings.

2.03ACCESSORIES

A. Map Rail: Extruded aluminum, manufacturer's standard profile, with cork insert and runners for accessories; 1 inch (25 mm) wide overall, full width of frame.

B. Map Supports: Formed aluminum sliding hooks and roller brackets to fit map rail.

C. Mounting Brackets: Concealed.

PART 3 EXECUTION

3.01EXAMINATION

A. Verify that field measurements are as indicated.

B. Verify that internal wall blocking is ready to receive work and positioning dimensions are as indicated on shop drawings.

3.02INSTALLATION

A. Install boards in locations and at mounting heights as shown on the drawings,accordance with manufacturer's instructions. Provide all grounds, brackets, anchors, trim, blocking pads and accessories for a complete installation.

B. Secure units level and plumb.

3.03CLEANING

A. Clean board surfaces in accordance with manufacturer's instructions.

B. Remove temporary protective cover at Date of Substantial Completion.

END OF SECTION

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SECTION 14 24 00

HYDRAULIC ELEVATORS

DD# 1725 14 24 00 - 1

P1 GENERAL

1.01SUMMARY

A. This section specifies hydraulic elevators.

B. Work Required

1. The work required under this section consists of all labor, materials and services required for the complete installation (including operational verification) of all the equipment required for the elevator(s) as herein specified.

2. All work shall be performed in a first class, safe and workmanlike manner.

3. In all cases where a device or part of the equipment is herein referred to in the singular, it is intended that such reference shall apply to as many of such devices or parts as are required to make complete installation.

1.02RELATED SECTIONS

A. The following sections contain requirements that relate to this section and are performed by trades other than the elevator manufacturer/installer.

1. Section 01 50 00 - Temporary Facilities and Controls: protection of floor openings and personnel barriers; temporary power and lighting.

2. Section 03 30 00 - Cast-In-Place Concrete: elevator pit, elevator motor and pump foundation, and grouting thresholds.

3. Section 04 20 00 - Unit Masonry: masonry hoistway enclosure, building-in and grouting hoistway doorframes, and grouting of sills.

4. Section 05 50 00 - Metal Fabrications: pit ladder, divider beams, supports for entrances and rails, and hoisting beam at top of elevator hoistway.

5. Section 23 50 00 - Heat Generation Equipment: ventilation and temperature control of elevator equipment areas.

6. Section 26 05 00 - Common Work Results for Electrical:

a. Main disconnects for each elevator.

b. Electrical power for elevator installation and testing.

c. Disconnecting device to elevator equipment prior to activation of sprinkler system.

d. The installation of dedicated GFCI receptacles in the pit and overhead.

e. Lighting in controller area, machine area and pit.

f. Wiring for telephone service to controller.

7. Section 26 30 00 - Emergency (Standby) Power Supply Systems: emergency generator for elevator operation.

8. Section 27 30 00 - Voice Communications: ADAAG-required emergency communications equipment.

9. Section 28 31 00 - Fire Alarm Systems: fire and smoke detectors at required locations and interconnecting devices; fire alarm signal lines to contacts in the machine area.

10. Section 31 10 00 - Site Clearing: excavation for cylinder well casing.

1.03REFERENCES

A. Comply with applicable building and elevator codes at the project site, including but not limited to the following:

1. ASME A17.1/CSA B44, Safety Code for Elevators and Escalators.

2. ASME A17.7/CSA B44, Performance-Based Safety Code for Elevators and

Escalators.

3. ADAAG, American Disabilities Act Accessibility Guidelines.

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4. ANSI A117.1, Building and Facilities, Providing Accessibility and Usability for Physically Handicapped People.

5. ANSI/NFPA 70, (NEC) National Electrical Code.

6. CAN/CSA C22.1, (CEC) Canadian Electrical Code.

7. ANSI/UL 10B, Standard for Fire Test of Door Assemblies.

8. CAN/ULC-S104-10, Standard Method for Fire Test of Door Assemblies.

9. ANSI/NFPA 80, Standard for Fire Doors and Other Opening Protectives.

10. Building Codes IBC or NBCC.

11. All Local Jurisdictional applicable codes.

1.04SYSTEM DESCRIPTION

A. Equipment Description: Hole-less Hydraulic elevator with remote machine room -

See Drawings.

B. Equipment Control: Elevonic® Control System, or equal.

C. Quantity of Elevators: 1 D. Elevator Stop Designations: FIRST FLOOR, SECOND FLOOR E. Stops: 2 F. Openings: (Select)

1. In-Line G. Travel (maximum): 17’-6” H. Rated Capacity:

1. 2100 lb.

I. Rated Speed:

1. 100 fpm J. Platform Size:

1. 2100 Front (5’-9 ½” W x 4’-11 1/8” D) K. Clear Inside Dimensions: (Select)

1. 2100 Front (5’-8 5/16” W x 4’-3 9/16” D) L. Cab Height: (Select)

1. 7’-9” M. Clear Cab Height: (Select)

1. 7’-4 3/8” with 5/16” Floor Recess and Dropped 6 LED or Perimeter Lit Ceiling N. Entrance Type and Width: (Select)

1. 2100 (Single-Slide Door - 36” (914 mm)) O. Entrance Height: (Select)

1. 7’-0” (2134 mm) P. Main Power Supply: [ 208,] volts, three-phase, 60 Hz ± 5% of normal, with a separate equipment grounding conductor.

Q. Car Lighting Power Supply: 120 volts, single-phase, 15 amps, 60 Hz.

R. Machine Location: No machine-room required, tank and controller in hoistway pit.

S. Signal Fixtures: Manufacturer’s standard with stainless steel metal button targets

(excluding CA).

T. Controller Location: Inside hoistway, accessible by a door in a side hoistway wall on the 1st or 2nd landing. (1st landing only if rear entrance). For front opening only, the machine and controller can be located at the rear of the hoistway.

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U. Stopping Accuracy: ± 1/4” (6.4 mm) under any loading condition or direction of travel.

V. Operation:

1. Simplex Collective Operation: Using a microprocessor-based controller, operation shall be automatic by means of the car and hall buttons. If all calls in the system have been answered, the car shall park at the last landing served.

W. Operation Features - Standard

1. Full Collective Operation

2. Anti-nuisance.

3. Fan and Light Protection.

4. Independent Service.

5. Firefighters' Service Phase I and Phase II

6. Top of Car Inspection.

X. Door Control Features:

1. Door control to open doors automatically when car arrives at a landing in response to a normal hall or car call.

2. Elevator doors shall be provided with a reopening device that will stop and reopen the car door(s) and hoistway door(s) automatically should the door(s) become obstructed by an object or person.

3. Door protection shall consist of a two dimensional, multi-beam array projecting across the car door opening.

4. Door nudging operation to occur if doors are prevented from closing for an adjustable period of time.

Y. Provide equipment according to seismic zone:

1. Zone 1

1.05SUBMITTALS

A. Product Data: Submit manufacturer’s product data for each system proposed for use. Include the following:

1. Signal and operating fixtures, operating panels and indicators.

2. Cab design, dimensions and layout.

3. Hoistway-door and frame details.

4. Electrical characteristics and connection requirements.

5. Expected heat dissipation of elevator equipment in hoistway (BTU).

6. Color selection chart for Cab and Entrances.

B. Shop Drawings: Submit approval layout drawings. Include the following:

1. Car, guide rails, buffers, and other components in hoistway.

2. Maximum rail bracket spacing.

3. Maximum loads imposed on guide rails requiring load transfer to building structure.

4. Clearances and travel of car.

5. Clear inside hoistway and pit dimensions.

6. Location and sizes of access doors, hoistway entrances and frames.

C. Operations and Maintenance Manuals: Provide manufacturer's standard operations and maintenance manual.

1.06QUALITY ASSURANCE

A. Manufacturer: Elevator manufacturer shall be ISO 9001 certified.

B. Manufacturer shall have a minimum of fifteen years experience in the fabrication, installation and service of elevators.

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C. Installer: Elevators shall be installed by the manufacturer.

D. Permits, Inspections and Certificates: The Elevator Contractor shall obtain and pay for necessary Municipal or State Inspection and permit as required by the elevator inspection authority, and make such tests as are called for by the regulations of such authorities. These tests shall be made in the presence of such authorities or their authorized representatives.

1.07DELIVERY, STORAGE, AND HANDLING

A. Should the building or the site not be prepared to receive the elevator equipment at the agreed upon date, the General Contractor will be responsible to provide a proper and suitable storage area on or off the premises.

B. Should the storage area be off-site and the equipment not yet delivered, then the elevator contractor, upon notification from the General Contractor, will divert the elevator equipment to the storage area. If the equipment has already been delivered to the site, then the General Contractor shall transport the elevator equipment to the storage area. The cost of elevator equipment taken to storage by either party, storage, and redeliver to the job site shall not be at the expense of the elevator contractor.

1.08WARRANTY

A. The elevator contractor’s acceptance is conditional on the understanding that their warranty covers defective material and workmanship. The warranty period shall not extend longer than one (1) year from the date of completion or acceptance thereof by beneficial use, whichever is earlier, of each elevator. The warranty excludes:

ordinary wear and tear, improper use, vandalism, abuse, misuse, or neglect or any other causes beyond the control of the elevator contractor and this express warranty is in lieu of all other warranties, express or implied, including any warranty of merchantability or fitness for a particular purpose.

1.09MAINTENANCE AND SERVICE

A. Maintenance service consisting of regular examinations and adjustments of the elevator equipment shall be provided by the elevator contractor for a period of (6) six months after the elevator has been turned over for the customer’s use. This service shall not be subcontracted but shall be performed by the elevator contractor. All work shall be performed by competent employees during regular working hours of regular working days. This service shall not cover adjustments, repairs or replacement of parts due to negligence, misuse, abuse or accidents caused by persons other than the elevator contractor. Only genuine parts and supplies as used in the manufacture and installation of the original equipment shall be provided.

B. The elevator control system must:

1. Provide in the controller the necessary devices to run the elevator on inspection operation.

2. Provide on top of the car the necessary devices to run the elevator in inspection operation.

3. Provide in the controller an emergency stop switch. This emergency stop switch when opened disconnects power from the brake and prevents the motor from running.

C. Provide system capabilities to enable a remote expert to create a live, interactive connection with the elevator system to enable the following functions:

1. Remotely diagnose elevator issues with a remote team of experts

2. Remotely return an elevator to service

3. Provide real-time status updates via email

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4. Remotely make changes to selected elevator functions including:

a. Control building traffic: Restrict floor access, remove car from group operation, shut down elevator, select up peak/down peak mode, activate independent service.

b. Conserve energy: Activate cab light energy save mode, activate fan energy save mode, shut down car(s).

c. Improve passenger experience: Extend door open times, change parking floor, activate auto car full, activate anti-nuisance, advance door opening, door nudging, extend specific floor extended opening time, release trapped passengers.

1.10P2 PRODUCTS

1.11MANUFACTURER

A. Manufacturer: Design based upon Otis HydroFit, OR EQUAL.

1.12DESIGN AND SPECIFICATIONS

A. Provide holeless hydraulic elevators from Otis Elevator Company, or equal. The control system and car design based on materials and systems manufactured by Otis Elevator Company. Specifically, the system shall consist of the following components:

1. OPTIONAL REMOTE MACHINE ROOM.

2. Sleep mode operation for LED ceiling lights and car fan.

3. LED lighting standard in ceiling lights and elevator fixtures.

1.13EQUIPMENT: MACHINE COMPONENTS

A. The hydraulic system shall be of compact design suitable for operation under the required pressure. The power component shall be mounted in the hydraulic-fluid storage tank. The control valve shall control flow for up and down directions hydraulically and shall include an integral check valve. A control section including control solenoids shall direct the main valve and control: up and down starting, acceleration, transition from full speed to leveling speed, up and down stops, pressure relief and manual lowering. All of these functions shall be fully adjustable for maximum smoothness and to meet contract conditions. System to be provided with a low-pressure switch and a shut-off valve.

B. The entire hydraulic system with hydraulic-fluid storage tank, power component and valves shall be located in the hoistway pit and be easily accessible for maintenance through an access door in the hoistway wall. An optional remote machine room is available.

C. A microprocessor-based controller shall be provided, including necessary starting switches together with all relays, switches, solid-state components and hardware required for operation, including door operation, as described herein. A three (3) phase overload device shall be provided to protect the motor against overloading.

D. The controller shall be located together with the hydraulic system in the hoistway pit and be easily accessible for maintenance through the same access door that is also used for the hydraulic system. The controller will be located in the optional remote machine room if selected.

E. A manual lowering feature shall permit lowering the elevator at slow speed in the event of power failure or for adjusting purposes.

F. Pressure Switch

1.14EQUIPMENT: HOISTWAY COMPONENTS

A. Plunger(s) and Cylinder(s): Each cylinder shall be constructed of steel pipe of sufficient thickness and suitable for the operating pressure. The top of each

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cylinder shall be equipped with a cylinder head with a drip ring to collect any oil seepage as well as an internal guide ring and self-adjusting packing. Each plunger shall be constructed of selected steel tubing or pipe of proper diameter machined true and smooth with a fine polished finish. Each plunger shall be provided with a stop ring electrically welded to it to prevent the plunger from leaving the cylinder.

Each plunger and cylinder shall be installed plumb and shall operate freely with minimum friction.

B. Car Guide Rails: Tee-section steel rails with brackets and fasteners.

C. Polyurethane type buffers shall be used.

D. Wiring: Wiring for hoistway electrical devices included in scope of the elevator system, hall panels, pit emergency stop switch, and the traveling cable for the elevator car.

E. Hoistway Entrances:

1. Frames: Entrance frames shall be of bolted construction for complete one-piece unit assembly. All frames shall be securely fastened to fixing angles mounted in the hoistway and shall be of UL fire rated steel.

2. Sills shall be extruded:

a. Aluminum

3. Doors: Entrance doors shall be of metal construction with vertical channel reinforcements.

4. Fire Rating: Entrance and doors shall be UL fire rated for 1-1/2 hour for M1, M2, M3, D1, and D2 entrance arrangements or 1 hour for D3 entrance arrangements.

5. Entrance Finish:

a. Finish:

b. Satin Stainless Steel

c. Color to be selected from the manufacturer's color chart.

6. Entrance Marking Plates: Entrance jambs shall be marked with 4” x 4” (102 mm x 102 mm) plates having raised floor markings with Braille located adjacent to the floor marking. Marking plates shall be provided on both sides of the entrance.

7. Sight Guards: Sight guards will be furnished with all doors painted to match with painted doors, painted black for stainless steel doors.

8. (Optional) Fascia: Galvanized sheet steel shall be provided at the front of the hoistway.

1.15EQUIPMENT: CAR COMPONENTS

A. Cab:

1. Standard Cab Options:

a. Steel Shell Cab with stainless steel wall panels

B. Car Front Finish: Satin Stainless Steel.

C. Car Door Finish: Satin Stainless Steel.

D. Ceiling Type: (Select)

1. Drop Ceiling - LED Perimeter-Lit Ceiling E. Ceiling Finish: (Select)

1. Brushed Steel Finish F. Emergency Car Lighting: An emergency power unit employing a 6-volt sealed rechargeable battery and totally static circuits shall be provided to illuminate the elevator car in the event of building power failure.

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G. Fan: A one-speed 120 VAC fan will be mounted to the ceiling to facilitate in-car air circulation, meeting A17.1 code requirements. The fan shall be rubber mounted to prevent the transmission of structural vibration and will include a baffle to diffuse audible noise. A switch shall be provided in the car-operating panel to control the fan.

H. Handrails shall be provided on the [ side walls, rear wall, side and rear walls ] of the car enclosure. Handrails shall be: (Select)

1. 3/8” x 2” (9.5 mm x 51 mm) Flat Tubular Handrail with a Brushed Steel Finish

I. Threshold: (Select)

1. Extruded Aluminum

J. Emergency Exit Contact: An electrical contact shall be provided on the car-top exit.

K. Guides: Car roller type guides at the top and the bottom.

L. Platform: Car platform shall be constructed of metal.

M. The LED ceiling lights and the fan should automatically shut off when the system is not in use and be powered back up after a passenger calls the elevator and pushes a hall button.

1.16EQUIPMENT: SIGNAL DEVICES AND FIXTURES

A. Car Operating Panel: A car…