2023_0908_EB5 - Add 2 Project Manual.pdf

PROJECT NO. 2201032 OMD: RAYMOND F REES TRAINING CENTER PAGE 1

06 SEP 2023 ENLISTED BARRACKS EB5 SECTION 01 10 00

SUMMARY

SERA Architects, Inc. ADD 02

PART 1 GENERAL

1.01SECTION INCLUDES

A. Summary of the Work.

B. Owner's occupancy.

C. Contractor's use of site and general limitations.

D. Definitions used throughout the Specification and Drawings.

E. Specification formats and conventions.

F. Buy American Act Requirements.

1.02 PROJECT

A. Project Name: Oregon Military Department (OMD) Enlisted Barracks EB5.

B. Owner's Name: The State of Oregon, acting by and through the Oregon Military Department, AGI.

C. Architect's Name and Address:

1. SERA Architects, Inc.

Architect of Record: George D. Hager, Jr.

600 SW 10th Avenue, Suite 500 Portland, Oregon 97205

D. The Project consists of the construction of a new two story masonry building with an approximate floor area of twenty-four thousand square feet and serves as transient housing for up to one hundred sixty enlisted members and four senior leaders for the Oregon Military Department. Associated toilet and bathing facilities, a lounge, and utility spaces are included.

Site improvements encompass landscaping, a parking lot, utility, roadway and street infrastructure construction..

E. The Project is registered with the US Green Building Council's LEED Green Building Rating System. The Owner's goal and the Contractor's responsibilities for LEED are summarized in Section 01 35 15 - LEED Requirements Summary. Contractor's LEED responsibilities are part of the Work.

1. The project is anticipated to be LEED certified with a target of Silver.

1.03 OWNER OCCUPANCY

A. Owner intends to occupy the Project upon Substantial Completion.

B. Cooperate with Owner to minimize conflict and to facilitate Owner's operations.

C. Schedule the Work to accommodate Owner occupancy.

1.04 CONTRACTOR USE OF SITE AND PREMISES

A. No Smoking Policy: Smoking is prohibited except in areas outlined under Section 01 35 15.

B. Provide access to and from site as required by law and by Owner:

1. Emergency Building Exits During Construction: Keep all exits required by code open during construction period; provide temporary exit signs if exit routes are temporarily altered.

2. Do not obstruct roadways, sidewalks, or other public ways without permit.

PROJECT NO. 2201032 OMD: RAYMOND F REES TRAINING CENTER PAGE 2

SUMMARY

SERA Architects, Inc. ADD 02

1.05 DELEGATED DESIGN REQUIREMENTS

A. General requirements for Delegated Design components are specified in Section 01 33 16 01 35 73.

B. Specific design requirements are specified in Sections of Division 02 through 50.

C. Delegated design may sometimes also be referred to as "Design-Build." Both terms may be used interchangeably in this Project Manual, for products and services delivery under contract to the Owner by the Design Builder or the Design Builder's designated contractor for providing professional licensed engineering services for a specific portion of the "Designed Work" complying with the specified performance requirements.

1.06 DEFINITIONS

A. Basic Contract definitions are included in the Conditions of the Contract between The State of Oregon, acting by and through Oregon Military Department and Contractor.

1. Basic Contract Definitions: Architect/Engineer, Change Order, Claim, Contract, Contact

Documents, Contract Period, Contract Price, Contract Time, Contractor, Days, Direct Costs, Final Completion, Force Majeure, Notice To Proceed, Offer, Offeror, Overhead, Owner, Owner's Authorized Representative, Person, Plans, Punchlist, Record Document, Solicitation Document, Specifications, Subcontractor, Substantial Completion, Substitutions, Supplemental General Conditions, and Work.

2. Basic contract definitions that are not defined in the General Conditions shall have the same meaning as defined in the Agreement between Owner and Contractor.

B. "AHJ": Authority Having Jurisdiction is defined as “An organization, office, or individual responsible for enforcing the requirements of a code or standard, or for approving equipment, materials, an installation, or a procedure.”

C. "Approved": When used to convey Architect's action on Design-Builder's submittals, applications, and requests, "approved" is limited to Architect's duties and responsibilities as stated in the Conditions of the Contract.

D. "Delegated Design": Professional design service or certification specifically required of the Design-Builder in the Specifications. Such work is subject to provisions of the Conditions of the Contract in the Design-Build Agreement between Owner and Design-Builder.

E. "Directed": A command or instruction by Architect or Design-Builder. Other terms including "requested," "authorized," "selected," "approved," "required," and "permitted" have the same meaning as "directed."

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

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

H. "Furnish": Supply and deliver to Project site, ready for unloading, unpacking, assembly, installation, and similar operations.

I. "Install": Operations at Project site including unloading, temporarily storing, unpacking, assembling, erecting, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, and similar operations, complete and ready for the intended use.

PROJECT NO. 2201032 OMD: RAYMOND F REES TRAINING CENTER PAGE 3

SUMMARY

SERA Architects, Inc. ADD 02

J. "Provide": Furnish and install, complete and ready for the intended use.

K. "Project Site": Space available for performing construction activities. The extent of Project site is shown in Drawings and may or may not be identical with the description of the land on which Project is to be built.

1.07 SPECIFICATION FORMATS AND CONVENTIONS

A. Specification Format: The Specifications are organized into Divisions and Sections using the CSI/CSC's MasterFormat 50-Division numbering system.

B. Sections in Division 01 govern the execution of the Work of all Sections in the Specifications and Drawings.

C. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows:

1. Abbreviated Language: Language used in the Specifications and other Contract

Documents is abbreviated. Words and meanings shall be interpreted as appropriate. Words implied, but not stated, shall be inferred as the sense requires. Singular words shall be interpreted as plural, and plural words shall be interpreted as singular where applicable as the context of the Contract Documents indicates.

2. Imperative mood and streamlined language are generally used in the Specifications. Requirements expressed in the imperative mood are to be performed by Design-Builder. Occasionally, the indicative or subjunctive mood may be used in the Section Text for clarity to describe responsibilities that must be fulfilled indirectly by Design-Builder or by others when so noted.

3. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.

1.08 BUY AMERICAN ACT

A. This Project utilizes funding provided by the Congress of the United States of America (USA), which requires product and material procurement to be in compliance with the Buy American Act (41 U.S.C. 10a, et seq.). for contracts for construction, alteration, or repair of any public building or public work in the USA. The buy American Act (BAA) gives preference to domestic end products and domestic construction material. In addition, the European Economic Community (EEC) on Government Procurement, and the North American Free Trade Agreement (NAFTA), provide that ECC and NAFTA end products and construction materials are exempted from application of the BAA.

B. It is incumbent upon the Project sub-contractors to be knowledgeable and in conformance with these BAA procurement requirements and familiarize staff involved with procurement for this Contract to conform with the BAA requirements and in particular Subpart 25.2 regarding construction material procurement requirements.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

END OF SECTION

06 SEP 2023 ENLISTED BARRACKS EB5 SECTION 05 50 00

METAL FABRICATIONS

SERA Architects, Inc. ADD 02

PART 1 GENERAL

1.01SECTION INCLUDES

A. Shop fabricated steel items.

B. Manufactured metal items.

C. Delegated Design of selected items indicated in Part 2 below.

1.02 ADMINISTRATIVE REQUIREMENTS

A. Where metal fabrications are scheduled to receive High Performance Coatings as a finish coating, coordinate the use of a primer that is compatible with High Performance Coating indicated.

1.03 SUBMITTALS

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

B. Delegated Design Submittal:

1. Refer to Section 01 35 73 for additional delegated design requirements.

2. Provide engineering calculations for components indicated in Part 2 below, based on

Project Requirements and Performance Criteria indicated, signed and sealed by the professional engineer responsible for preparation.

3. Deferred Submittals: Guards, in some jurisdictions, are required by AHJ.

C. Shop Drawings: Indicate profiles, sizes, connection attachments, reinforcing, anchorage, size and type of fasteners, and accessories. Include erection drawings, elevations, and details where applicable.

1. Indicate welded connections using standard AWS A2.4 welding symbols. Indicate net weld lengths.

2. Provide engineers stamp and signature on each sheet of shop drawings for delegated design components.

D. Samples: Manufactured units.

E. Welders' Certificates: Submit certification for welders employed on the project, verifying AWS qualification within the previous 12 months.

1.04 QUALITY ASSURANCE

A. Engineer Qualifications: Building components to be engineered under direct supervision of a Professional Engineer experienced in design of this Work and licensed in the State in which the Project is located.

PART 2 PRODUCTS

2.01 PERFORMANCE CRITERIA

A. Delegated Design countertop supports:

1. Design and fabricate to support a uniform load of 50 pounds per linear foot and a concentrated load of 200 pounds.

2. Components shall meet loading requirements in accordance with ASCE 7

A. Delegated Design steel canopies:

1. Design and size components to withstand the following load requirements without damage or permanent set:

a. Loading requirements: Refer to Structural Drawings.

b. Resist basic wind speeds of 95 mph.

METAL FABRICATIONS

SERA Architects, Inc. ADD 02

c. Concentrated load at any location on framing: 250 pounds.

2. Maximum allowable deflection of any glazing support member: 1/180 of span.

3. Design system to accommodate thermal expansion and contraction over ambient temperature range of 100 degrees F, dynamic loading and release of loads, creep of concrete structural members, and deflection of structural support framing without damage to canopy system components or loss of weathertightness.

4. Design and fabricate canopy system to prevent harmonic vibration, wind whistles, noises caused by thermal movement, thermal movement transmitted to other building elements, loosening, weakening, or fracturing of attachments or components of system.

3.

2.02 MATERIALS - STEEL

A. Steel Sections: ASTM A 36/A 36M.

B. Steel Tubing: ASTM A501/A501M hot-formed structural tubing.

C. Plates: ASTM A283/A283M.

D. Pipe: ASTM A 53/A 53M Grade B Schedule 40, black finish.

E. Fasteners - exposed to view: Stainless Steel Nuts, Bolts, Metal Screws, Rods and Clevises as shown on drawings. Neoprene washers to be used to separate dissimilar materials. Do not use metals which are corrosive or incompatible with materials joined.

F. Bolts, Nuts, and Washers: ASTM F3125/F3125M, Type 1, plain.

G. Welding Materials: AWS D1.1/D1.1M; type required for materials being welded.

H. Shop Primer: Multi-purpose structural steel primer, complying with VOC limitations of authorities having jurisdiction.

1. Tnemec Series 394 Mio-Zinc filled polyurethane primer.

I. Touch-Up Primer for Galvanized Surfaces, Shop and Field: SSPC-Paint 20, Type II - Organic, complying with VOC limitations of authorities having jurisdiction.

1. Tnemec Series 135 Modified epoxy primer. Tint to match zinc.

2.03 MANUFACTURED UNITS

A. Slotted Channel Framing: Cold-formed metal channels with continuous slot complying with

MFMA-3.

1. Size of Channels: 1-5/8 by 1-5/8 inches.

2. Material: Steel complying with ASTM A 1008/A 1008M, commercial steel, Type B or as indicated

3. Fasteners and Accessories: Designed for use and loads, same finish as channel.

4. Acceptable Manufacturer: Unistrut Corp.

2.04 FABRICATION

A. Fit and shop assemble items in largest practical sections, for delivery to site.

B. Fabricate items with joints tightly fitted and secured.

C. Continuously seal joined members by intermittent welds and plastic filler.

D. Grind exposed joints flush and smooth with adjacent finish surface. Make exposed joints butt tight, flush, and hairline. Ease exposed edges to small uniform radius.

E. Exposed Mechanical Fastenings: Flush countersunk screws or bolts; unobtrusively located;

consistent with design of component, except where specifically noted otherwise.

margarets Text Box

METAL FABRICATIONS

SERA Architects, Inc. ADD 02

F. Supply components required for anchorage of fabrications. Fabricate anchors and related components of same material and finish as fabrication, except where specifically noted otherwise.

2.05 FABRICATED ITEMS

A. Delegated Design: Ships Ladders and Railings:

5. Fabricate and install metal ship's ladders for locations indicated in Drawings and complying with regulations and requirements of authority having jurisdiction.

a. Dimensions: As indicated on drawings.

b. Stringers: Structural channel.

c. Treads: Heavy duty welded serrated bar grating treads.

d. Railings: Welded handrails of 1 1/2 inch minimum tubing, or other code compliant material.

e. Finish: Prime paint for field painted finish.

f. Provide ship ladder and railing design fully coordinated with roof access hatch;

allowing for railings to be continuous and extend to, but not interfere with, bottom of roof hatch.

6. Base and Top Mounting brackets and attachments; prime paint finish.

7. Contractor option: In lieu of shop fabricated steel ships ladder provide manufactured aluminum ships ladder unit from one of the following manufacturers:

a. Manufacturer: O'Keefe's Inc.; www.okeeffes.com.

1) Model; To Roof: 523 Ship Ladder.

b. Or comparable product by Royalite Manufacturing, Inc.; www.royalite-mfg.com

1) Substitutions: See Section 01 60 00 - Product Requirements.

c. Finish: Mill finish.

d. Separate aluminum from concrete with shims and use stainless steel anchors.

B. Canopy:

1. Fabricate canopy to details shown on Drawings from structural steel complying with referenced standards.

2. Fully weld construction, fill, and grind components and joints smooth for a consistent and seamless finished surface free of divots, pitting, or visible signs of welding.

3. Finish: Shop primed with primer compatible with High Performance Coatings indicated in

Section 09 96 00.

a. Top Coat: Field applied under Section 09 96 00.

B. Removable Bollards: Steel pipe, concrete filled, crowned cap, as detailed; prime paint finish.

C. Delegated Design countertop supports: Fabricate to detail from structural steel angles and plate complying with referenced standards. Weld connection between steel angles and plates. Drill plate for fastener attachments to wall assembly.

D. Lintels: As detailed; galvanized finish.

E. Miscellaneous Embeds:

1. Fabricated to design indicated.

2. Galvanize: After fabrication, to ASTM A123/A123M requirements.

3. For additional information reference Structural Drawings

2.06 FINISHES - STEEL

A. Prime paint steel items.

1. Exceptions: Galvanize items to be embedded in or in contact with concrete and items to be embedded in or in contact with masonry.

mattl Rectangle mattl Text Box Removable Steel Bollards: Steel pipe, two-piece construction, PROJECT NO. 2201032 OMD: RAYMOND F REES TRAINING CENTER PAGE 4

METAL FABRICATIONS

SERA Architects, Inc. ADD 02

2. Exceptions: Do not prime surfaces in direct contact with concrete, where field welding is required, and items to be covered with sprayed fireproofing.

3. Exception: Miscellaneous steel receiving high performance coatings or shop applied metal coating finishes.

B. Prime Painting: One coat, 2.5 mils dry film thickness.

C. Galvanizing of Structural Steel Members: Galvanize after fabrication to ASTM A123/A123M requirements.

D. Galvanizing of Non-structural Items: Galvanize after fabrication to ASTM A123/A123M requirements.

E. Galvanizing Repair Paint: Master Painters Institute (MPI) #18, #19, or SSPC Paint #20.

2.07 FABRICATION TOLERANCES

A. Squareness: 1/8 inch maximum difference in diagonal measurements.

B. Maximum Offset Between Faces: 1/16 inch.

C. Maximum Misalignment of Adjacent Members: 1/16 inch.

D. Maximum Bow: 1/8 inch in 48 inches.

E. Maximum Deviation From Plane: 1/16 inch in 48 inches.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that field conditions are acceptable and are ready to receive work.

3.02 PREPARATION

A. Clean and strip primed steel items to bare metal where site welding is required.

B. Supply setting templates to the appropriate entities for steel items required to be cast into concrete or embedded in masonry.

3.03 INSTALLATION

A. Install items plumb and level, accurately fitted, free from distortion or defects.

B. Provide for erection loads, and for sufficient temporary bracing to maintain true alignment until completion of erection and installation of permanent attachments.

C. Obtain approval prior to site cutting or making adjustments not scheduled.

D. After erection, prime welds, abrasions and surfaces not shop primed or galvanized , except surfaces to be in contact with concrete.

3.04 TOLERANCES

A. Maximum Variation From Plumb: 1/4 inch per story, non-cumulative.

B. Maximum Offset From True Alignment: 1/4 inch.

C. Maximum Out-of-Position: 1/4 inch.

06 SEP 2023 ENLISTED BARRACKS EB5 SECTION 05 51 00

METAL STAIRS

SERA Architects, Inc. ADD 02

PART 1 GENERAL

1.01SECTION INCLUDES

A. Stairs with concrete treads.

B. Stairs with metal treads.

C. Handrails and guards.

D. Delegated Design of metal stair assemblies.

1.02 SUBMITTALS

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

B. Delegated Design Submittal:

1. Refer to Section 01 35 73 for additional delegated design requirements.

2. Provide engineering calculations based on Performance Criteria, as part of a Deferred

Submittal package where required by AHJ, signed and sealed by the professional engineer responsible for preparation.

3. Include engineer calculations for railings and guardrails associated with stair assemblies.

C. Shop Drawings: Indicate profiles, sizes, connection attachments, reinforcing, anchorage, size and type of fasteners, and accessories.

1. Indicate welded connections using standard AWS A2.4 welding symbols. Indicate net weld lengths.

1.03 QUALITY ASSURANCE

A. Engineer Qualifications: Building components to be engineered under direct supervision of a Professional Engineer experienced in design of this Work and licensed in the State in which the Project is located.

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Metal Stairs:

1. Basis of Design: Pacific Stair Corporation: www.pacificstair.com/#sle.

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

2.02 PERFORMANCE CRITERIA

A. Design and fabrication of stairs and railings are at a minimum required to conform to NAAMM AMP 510 for metal stairs and AMP 521 for railings.

B. Design and fabricate stair assembly to support a uniform live load of 100 lb/sq ft and a concentrated load of 300 lb with deflection of stringer or landing framing not to exceed 1/180 of span.

C. Design and fabricate railings assemblies, wall rails, and anchorages to resist the following loads without failure, damage, or permanent set; loads do not need to be applied simultaneously.

1. Lateral Force: 75 lb minimum, at any point, when tested in accordance with ASTM E935.

2. Distributed Load: 50 pounds per foot minimum, applied in any direction at the top of the handrail, when tested in accordance with ASTM E935.

3. Concentrated Loads on Intermediate Rails: 50 pounds per square ft, minimum.

4. Concentrated Load: 200 pounds minimum, applied in any direction at any point along the handrail system, when tested in accordance with ASTM E935.

METAL STAIRS

SERA Architects, Inc. ADD 02

D. Design and fabrication of railings in longer than 12 feet are required to meet more stringent requirements than industry standards to achieve a visual aesthetic straight line appearance and higher level of tolerance in joint smoothness without gaps.

2.03 METAL STAIRS - GENERAL

A. Metal Stairs: Provide stairs of the design specified, complete with landing platforms, vertical and horizontal supports, railings, and guards, fabricated accurately for anchorage to each other and to building structure.

1. Regulatory Requirements: Provide stairs and railings complying with the most stringent requirements of local, state, and federal regulations; where requirements of the contract documents exceed those of regulations, comply with the contract documents.

2. Structural Design: Provide complete stair and railing assemblies complying with the applicable local code and Design Criteria indicated.

3. Dimensions: As indicated on drawings.

4. Shop assemble components; disassemble into largest practical sections suitable for transport and access to site.

5. No sharp or rough areas on exposed travel surfaces and surfaces accessible to touch.

6. Separate dissimilar metals using paint or permanent tape.

B. Fasteners: Same material or compatible with materials being fastened; type consistent with design and specified quality level.

C. Anchors and Related Components: Same material and finish as item to be anchored, except where specifically indicated otherwise; provide all anchors and fasteners required.

2.04 METAL STAIRS WITH CONCRETE TREADS

A. Stair 2 - Basis of Design: Pacific Stair; S100.

B. Jointing and Finish Quality Level: Architectural, as defined above.

C. Risers: Closed.

D. Treads: Metal pan with field-installed concrete fill.

1. Concrete Depth: 1-1/2 inches, minimum.

2. Tread Pan Material: Steel sheet.

3. Tread Pan Thickness: As required by design; 14 gage, 0.075 inch minimum.

4. Concrete Reinforcement: Welded wire mesh.

5. Concrete Finish: For resilient floor covering.

E. Risers: Same material and thickness as tread pans.

1. Nosing Depth: Not more than 1-1/2 inch overhang.

2. Nosing Return: Flush with top of concrete fill, not more than 1/2 inch wide.

F. Stringers: Rolled steel channels.

1. Stringer Depth: Minimum,10 inches.

2. End Closure: Sheet steel of same thickness as risers welded across ends.

G. Landings: Similar construction, using corrugated steel decking, supported and reinforced as required to achieve design load capacity.

H. Railings: Steel pipe railings, fabricate as indicated below.

2.05 METAL STAIRS WITH METAL TREADS

A. Stair 1 and 3 - Basis of Design: Pacific Stair; S200 S300 Quiet Tread.

B. Jointing and Finish Quality Level: Commercial, as defined above.

C. Risers: Closed.

METAL STAIRS

SERA Architects, Inc. ADD 02

D. Treads: Checkered steel plate.

1. Tread Thickness: 1/4 inch, minimum.

2. Anchorage to Stringers: Welded or bolted to carrier angles welded or bolted to stringers.

E. Treads: Checkered steel plate.

F. Risers: Steel sheet.

1. Riser Thickness: As required by design; 14 gage, 0.075 inch minimum.

2. Riser/Nosing Profile: Sloped riser with rounded nosing of minimum radius.

G. Stringers: Rolled steel channels.

1. Stringer Depth: 10 inches.

2. End Closure: Sheet steel of same thickness as risers welded across ends.

H. Railings: Steel pipe railings.

2.06 HANDRAILS AND GUARDS

A. Basis of Design: Pacific Stair; R200 R400.

B. Wall-Mounted Rails: Round pipe unless otherwise indicated.

1. Outside Diameter: 1-1/4 inch, minimum, to 2 inch, maximum.

C. Guards:

Top Rails: Round Pipe or Tube rails unless otherwise indicated.

Outside Diameter: 1-1/4 inch, minimum, to 2 inches, maximum.

1. Post and Top Rails: Tube rails unless otherwise indicated.

a. Rail Size: 1 1/2" x 1 1/2" x 0.120" unless otherwise indicated.

2. Picket Material: 1/2" square bar unless otherwise indicated.

a. Horizontal Spacing: As indicated on drawings.

b. Mounting: Welded to top surface stringer.

2.07 MATERIALS

A. Steel Sections: ASTM A 36/A 36M.

B. Steel Tubing: ASTM A 500, Grade B cold-formed structural tubing.

C. Steel Plates: ASTM A 283.

D. Pipe: ASTM A 53/A 53M Grade B Schedule 40, black finish.

E. Ungalvanized Steel Sheet: ASTM A 1008/A 1008M, Designation SS, Grade 33, Type 1.

F. Galvanized Steel Sheet: ASTM A653/A653M, Structural Steel (SS) Grade 33/230 with

G40/Z120 coating.

G. Concrete Fill: Type specified in Section 03 30 00.

H. Concrete Reinforcement: Mesh type as detailed, galvanized.

2.08 SHOP FINISHING

A. Clean surfaces of rust, scale, grease, and foreign matter prior to finishing.

2.09 FABRICATION - GENERAL

A. Fit and shop assemble components in largest practical sections, for delivery to site.

B. Fabricate components with joints tightly fitted and secured.

C. Supply components required for anchorage of fabrications. Fabricate anchors and related components of same material and finish as fabrication, except where specifically noted otherwise.

METAL STAIRS

SERA Architects, Inc. ADD 02

D. Fabricate components accurately for anchorage to each other and to building structure.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that field conditions are acceptable and are ready to receive work.

3.02 PREPARATION

A. When field welding is required, clean and strip primed steel items to bare metal.

3.03 INSTALLATION

A. Install components plumb and level, accurately fitted, free from distortion or defects.

B. Provide anchors, plates, angles, hangers, and struts required for connecting stairs to structure.

C. Allow for erection loads, and for sufficient temporary bracing to maintain true alignment until completion of erection and installation of permanent attachments.

D. Provide welded field joints where specifically indicated on drawings. Perform field welding in accordance with AWS D1.1/D1.1M.

E. Other field joints may be either welded or bolted provided the result complies with the limitations specified for jointing quality levels.

F. Obtain approval prior to site cutting or creating adjustments not scheduled.

G. After erection, prime welds, abrasions, and surfaces not shop primed or galvanized, except surfaces to be in contact with concrete.

3.04 TOLERANCES

A. Maximum Variation From Plumb: 1/4 inch per story, non-cumulative.

B. Maximum Offset From True Alignment: 1/4 inch.

06 SEP 2023 ENLISTED BARRACKS EB5 SECTION 09 30 00

TILING

SERA Architects, Inc. ADD 02

PART 1 GENERAL

1.01SECTION INCLUDES

A. Tile for wall applications.

B. Non-ceramic trim.

1.02 ADMINISTRATIVE REQUIREMENTS

A. Preinstallation Meeting: Convene a preinstallation meeting one month before starting work of this section; require attendance by all affected installers.

1.03 SUBMITTALS

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

B. Product Data: Provide manufacturers' data sheets on tile, mortar, grout, and accessories.

Include instructions for using grouts and adhesives.

C. Shop Drawings: Indicate tile layout, patterns, color arrangement, perimeter conditions, junctions with dissimilar materials, control and expansion joints, thresholds, ceramic accessories, and setting details.

D. Samples: Mount tile and apply grout on two plywood panels, minimum 18 by 18 inches in size illustrating pattern, color variations, and grout joint size variations.

E. Sustainability Submittals: Refer to requirements outlined under Section 01 35 15 for submittal requirements to achieve Project Sustainability Criteria. Requirements and definitions are located in Section 01 35 15 and Section 01 60 00.

F. Manufacturer's Certificate: Certify that products meet or exceed specified requirements.

G. Maintenance Data: Include recommended cleaning methods, cleaning materials, and stain removal methods.

H. Submit test results for internal relative humidity and alkalinity

1.04 QUALITY ASSURANCE

A. Maintain one copy of and ANSI A108/A118/A136 and TCNA (HB) on site.

B. Manufacturer Qualifications: Company specializing in manufacturing the types of products specified in this section, with minimum five years of documented experience.

C. Installer Qualifications: Company specializing in performing tile installation, with minimum of five years of documented experience.

1.05 MOCK-UP

A. See Section 01 40 00 - Quality Requirements, for general requirements for mock-up.

B. Construct tile mock-up where indicated on drawings, incorporating all components specified for the location.

1. Minimum size of mock-up is indicated on drawings.

2. Approved mock-up may remain as part of the Work.

3. Demolish mock-up when directed by Architect, and remove debris from the site.

1.06 DELIVERY, STORAGE, AND HANDLING

A. Protect adhesives from freezing or overheating in accordance with manufacturer's instructions.

TILING

SERA Architects, Inc. ADD 02

1.07 FIELD CONDITIONS

A. Do not install solvent-based products in an unventilated environment.

B. Maintain ambient and substrate temperature of 50 degrees F during installation of mortar materials.

PART 2 PRODUCTS

2.01 TILE (T)

A. Refer to Schedule of Finishes on Drawings.

B. The minimum critical radiant flux shall not be less than Class II in Groups A and B.

2.02 TRIM AND ACCESSORIES

A. Ceramic Accessories: Glazed finish, same color and finish as adjacent field tile; same manufacturer as tile.

1. Coved Base Tile Field Wall Tile, Accent Wall Tile.

B. Ceramic Trim Applications:

1. Open Edges Outside Corner: Bullnose.

2. Inside Corner: 6 inch integral base.

3. Floor to Wall Joints: Straight base.

4. Manufacturers: Same as for tile.

C. Non-Ceramic Trim (TRANS): Satin natural anodized extruded aluminum, style and dimensions to suit application, for setting using tile mortar or adhesive.

1. Applications:

a. Open edges of wall tile.

b. Open edges of floor tile.

c. Wall corners, outside and inside.

d. Transition between floor finishes of different heights.

e. Thresholds at door openings.

f. Expansion and control joints, floor and wall.

g. Floor to wall joints.

h. Borders and other trim as indicated on drawings.

i. Balcony and terrace edge trim and fascia.

2. Manufacturers:

a. Schluter-Systems: www.schluter.com/#sle.

b. Genesis APS International: www.genesis-aps.com/#sle.

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

2.03 SETTING MATERIALS

A. Basis of Design Manufacturer: LATICRETE International, Inc.; www.laticrete.com.

1. Manufacturers:

a. ARDEX Engineered Cements: www.ardexamericas.com.

b. Custom Building Products: www.custombuildingproducts.com.

c. LATICRETE International, Inc: www.laticrete.com.

d. Merkrete, by Parex USA, Inc: www.merkrete.com.

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

B. Thin-bed applications; Latex-Portland Cement Mortar Bond Coat: ANSI A118.4 or ANSI A118.15.

1. Basis of Design Products:

TILING

SERA Architects, Inc. ADD 02

a. Standard setting material: LATICRETE 254 Platinum

b. LHT setting material: Tri-Lite; www.laticrete.com.

2. Applications:

a. Where shown and where no other type of bond coat is indicated.

b. Use as thin-bed mortar for setting tile.

c. Use as LHT mortar for setting large format tile, in accordance with TCNA.

2.04 GROUTS

A. Basis of Design Manufacturer: LATICRETE International, Inc; www.laticrete.com.

1. Manufacturers:

a. ARDEX Engineered Cements: www.ardexamericas.com.

b. Custom Building Products: www.custombuildingproducts.com.

c. Merkrete, by Parex USA, Inc: www.merkrete.com.

d. MAPEI: www.mapei.com

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

B. Standard Grout: ANSI A118.7 standard cement grout.

1. Basis of design product: LATICRETE PERMACOLOR Select.

2. Applications: Use this type of grout where indicated and where no other type of grout is indicated.

3. Use sanded grout for joints 1/8 inch wide and larger; use un-sanded grout for joints less than 1/8 inch wide and for grout at walls.

4. Provide product that does not require sealing of grout joints.

5. Color(s): As indicated on drawings.

2.05 ACCESSORY MATERIALS

A. Gypsum Backer Boards: Refer to Section 09 21 16.

PART 3 EXECUTION

3.01 EXAMINATION

A. Tolerances:

1. Tile, except as noted above: Setting tile over crack isolation membrane, or uncoupling membrane and substrate.

a. Maximum allowable variation is 1/4 inch in 10 feet from the required plane, with no more than 1/16 inch variation in 12 inches when measured from high points in the surfaces.

B. Verify that wall surfaces are smooth and flat within the tolerances specified for that type of work, are dust-free, and are ready to receive tile.

C. Verify that required floor-mounted utilities are in correct location.

3.02 PREPARATION

A. Protect surrounding work from damage.

B. Vacuum clean surfaces and damp clean.

C. Seal substrate surface cracks with filler. Level existing substrate surfaces to acceptable flatness tolerances.

D. Prepare substrate surfaces for adhesive installation in accordance with adhesive manufacturer's instructions.

3.03 INSTALLATION - GENERAL

A. Lay tile to pattern indicated. Do not interrupt tile pattern through openings.

TILING

SERA Architects, Inc. ADD 02

B. Cut and fit tile to penetrations through tile, leaving sealant joint space. Form corners and bases neatly. Align base and wall joints.

C. Place tile joints uniform in width, subject to variance in tolerance allowed in tile size. Make grout joints without voids, cracks, excess mortar or excess grout, or too little grout.

D. Form internal angles square and external angles bullnosed.

E. Install ceramic accessories rigidly in prepared openings.

F. Install non-ceramic trim in accordance with manufacturer's instructions.

G. Sound tile after setting. Replace hollow sounding units.

H. Keep control and expansion joints free of mortar, grout, and adhesive.

I. Keep expansion joints free of adhesive or grout. Apply sealant to joints.

J. Prior to grouting, allow installation to completely cure; minimum of 48 hours.

K. Grout tile joints unless otherwise indicated. Use standard grout unless otherwise indicated.

L. Movement joints: Install in accordance with TCNA (HB) EJ171.

1. Use non-ceramic trim and soft joints to provide isolation joints in large areas of tilework and where tilework abuts perimeter walls or floors, curbs, or where indicated on Drawings.

2. Joint spacing for both vertical and horizontal tilework:

a. Interior Tilework Exposed to Direct Sunlight, or Moisture: 8 to 10 feet maximum on center, unless indicated otherwise.

b. Interior Tilework Not Exposed to Direct Sunlight or Moisture: 20 feet maximum on center, unless indicated otherwise.

3. Use soft joints to provide movement joints in tilework where changes occur in backing materials.

a. Movement joints in backing materials and flooring substrates shall continue through tilework.

4. Width of Movement Joints: As a minimum 1/4 inch, but in no case narrower than movement joint in substrate.

5. Preparation for Soft Joints:

a. Tile edges to which the sealant will bond shall be clean and dry.

b. Sanding or grinding of these edges is recommended to obtain optimum sealant bond.

Do not damage tile finish.

c. Apply sealant primer on tile edges as required by the sealant manufacturer. Keep primer off tile faces.

d. Keep joint cavities open and free of dirt, debris, grout, mortar, and setting materials.

e. Fit joint backing material into joint without compacting.

f. Install soft joint materials in accordance with ASTM C1193 and manufacturer's instructions.

1) Soft Joint Material: Use 100-percent silicone joint sealant in accordance with

Section 07 92 00.

g. Do not install soft joint material until tile and grout installation has dried.

3.04 INSTALLATION - WALL TILE

A. Over coated glass mat backer board on wood studs, install in accordance with TCNA Handbook Method W245, thin-set portland cement bond coat.

3.05 CLEANING

A. Clean tile and grout surfaces.

PROJECT NO. 2201032 OMD: RAYMOND F REES TRAINING CENTER PAGE 5

TILING

SERA Architects, Inc. ADD 02

3.06 PROTECTION

A. Do not permit traffic over finished floor surface for 4 days after installation.

06 SEP 2023 ENLISTED BARRACKS EB5 SECTION 11 52 70

TELEVISION MOUNTS

SERA Architects, Inc. ADD 02

PART 1 GENERAL

1.01SECTION INCLUDES

A. Stationary wall mounts for flat panel televisions.

1.02 SUBMITTALS

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

B. Product Data: Manufacturer's catalog cuts and descriptive information on each product to be used, including:

1. Preparation instructions and recommendations.

2. Storage and handling requirements and recommendations.

3. Installation methods.

C. Shop Drawings: For custom installations, indicate dimensions, verified field measurements, mounting details, and interface with adjacent construction.

D. Operation and Maintenance Data: Provide manufacturer's operation and maintenance instructions.

E. Warranty: Submit manufacturer warranty and ensure that forms have been completed in Owner's name and registered with manufacturer.

1.03 QUALITY ASSURANCE

A. Manufacturer Qualifications: Experienced in manufacturing products specified in this section.

B. Installer Qualifications: Experienced in installation of the work of this section.

1.04 DELIVERY, STORAGE, AND HANDLING

A. Deliver mounts to project site in manufacturer's original unopened packaging. Inspect for damage and size before accepting delivery.

B. Store in a protected, clean, dry area with temperature maintained above 50 degrees F. Stack according to manufacturer's recommendations.

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Basis of Design: Sanus Systems; www.sanus.com.

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

2.02 TELEVISION MOUNTS

A. Manufacturers:

1. Sanus Systems, Model: VMPL250 VLL5

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that substrate is finished and ready to accept mount installation.

B. If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding.

C. Verify that wall blocking is in place and adequate to support mount installation and television weight.

06 SEP 2023 ENLISTED BARRACKS EB5 SECTION 11 52 70

TELEVISION MOUNTS

SERA Architects, Inc. ADD 02

D. Verify type and location of electrical connections.

E. Do not install television mounts until interior painting and other finishes are completed.

3.02 PREPARATION

A. Coordinate mount installation with installation of adjacent required systems.

B. Coordinate installation with adjacent construction and fixtures, including ceilings, walls, doors, lighting, fire suppression, and registers and grilles.

3.03 INSTALLATION

A. Install in accordance with manufacturer's instructions, using manufacturer's recommended hardware for relevant substrates.

B. Do not field modify mounts.

C. Install mount as specified and as indicated on drawings.

D. Handle articulating mounts with care to avoid damage.

E. Install plumb and level.

F. Install in correct alignment ready for connection to power and other systems.

G. Adjust mounts and related hardware in accordance with manufacturer's instructions for proper placement and operation.

H. Test mounts for proper working condition. Adjust as needed.

3.04 PROTECTION

A. Protect installed products until completion of project.

B. Touch up, repair, or replace damaged products before Substantial Completion.

USACE / NAVFAC / AFCEC / NASA UFGS- 28 31 66 ( August 2020)

Pr epar i ng Act i v i t y: USACE Superseding UFGS- 28 31 00. 00 10 ( November 2008) UFGS- 28 31 49 ( Apr i l 2006) UFGS- 28 31 63. 00 20 ( Oct ober 2007) UFGS- 28 31 64. 00 10 ( August 2009) UFGS- 28 31 74. 00 20 ( Febr uar y 2010)

UNI FI ED FACI LI TI ES GUI DE SPECI FI CATI ONS

Ref er ences ar e i n agr eement wi t h UMRL dat ed Jul y 2023

SECTION TABLE OF CONTENTS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

SECTION 28 31 66

INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM, NON-ADDRESSABLE

08/20

PART 1 GENERAL

1.1 REFERENCES

1.2 RELATED SECTIONS

1.3 SUMMARY

1.3.1 Scope

1.3.2 Qualified Fire Protection Engineer (QFPE)

1.4 DEFINITIONS

1.4.1 Local Operating Console (LOC)

1.4.2 Terminal Cabinet

1.4.3 Designated Fire Protection Engineer (DFPE)

1.4.4 Qualified Fire Protection Engineer (QFPE)

1.5 SUBMITTALS

1.6 SYSTEM OPERATION

1.6.1 Alarm Initiating Devices and Notification Appliances (Visual, Voice, Textual)

1.6.2 Functions and Operating Features

1.6.3 Elevator Recall

1.7 EXISTING EQUIPMENT

1.8 QUALITY ASSURANCE

1.8.1 Submittal Documents

1.8.1.1 Preconstruction Submittals

1.8.1.2 Shop Drawings

1.8.1.3 Nameplates

1.8.1.4 Wiring Diagrams

1.8.1.5 System Layout

1.8.1.6 Notification Appliances

1.8.1.7 Initiating Devices

1.8.1.8 Amplifiers

SECTION 28 31 66 Page 1

1.8.1.9 Battery Power

1.8.1.10 Voltage Drop Calculations

1.8.1.11 Product Data

1.8.1.12 Air Sampling Smoke Detection System Calculations

1.8.1.13 Operation and Maintenance (O&M) Instructions

1.8.1.14 As-Built Drawings

1.8.2 Qualifications

1.8.2.1 Fire Alarm System Designer

1.8.2.2 Supervisor

1.8.2.3 Technician

1.8.2.4 Installer

1.8.2.5 Test Technician

1.8.2.6 Manufacturer

1.8.3 Regulatory Requirements

1.9 DELIVERY, STORAGE, AND HANDLING

1.10 MAINTENANCE

1.10.1 Spare Parts

1.10.2 Special Tools

PART 2 PRODUCTS

2.1 GENERAL PRODUCT REQUIREMENT

2.2 MATERIALS AND EQUIPMENT

2.2.1 Standard Products

2.2.2 Nameplates

2.2.3 Keys

2.2.4 Instructions

2.3 FIRE ALARM AND MASS NOTIFICATION CONTROL UNIT

2.3.1 Cabinet

2.3.2 Silencing Switches

2.3.2.1 Alarm Silencing Switch

2.3.2.2 Supervisory/Trouble Silencing Switch

2.3.3 Non-Interfering

2.3.4 Input/Output Modifications

2.3.5 Resetting

2.4 AMPLIFIERS, PREAMPLIFIERS, TONE GENERATORS

2.4.1 Operation

2.4.2 Construction

2.4.3 Inputs

2.4.4 Tone Generator

2.4.5 Protection Circuits

2.5 REMOTE ANNUNCIATOR

2.5.1 Remote Annunciator

2.5.2 Graphic Annunciator

2.5.2.1 Materials

2.5.3 Printer

2.6 MANUAL STATIONS

2.7 SMOKE DETECTORS

2.7.1 Spot Type Detectors

2.7.2 Projected Beam Smoke Detector

2.7.3 Duct Smoke Detectors

2.8 AIR SAMPLING SMOKE DETECTION SYSTEM

2.9 HEAT DETECTORS

2.9.1 Heat Detectors

2.9.1.1 Combination Fixed-Temperature and Rate-of-Rise Detectors

2.9.1.2 Rate Compensating Detectors

2.9.1.3 Line-Type Fixed Temperature Detectors

2.9.1.4 Fixed Temperature Detectors

2.10 FLAME DETECTORS

SECTION 28 31 66 Page 2

2.10.1 Infrared (IR) Single Frequency Flame Detector

2.10.2 Infrared (IR) Multi Frequency Flame Detector

2.10.3 Ultraviolet (UV) Flame Detectors

2.10.4 Combination UV/IR Flame Detector

2.11 MULTI-CRITERIA DETECTORS

2.12 CARBON MONOXIDE DETECTOR

2.13 NOTIFICATION APPLIANCES

2.13.1 Audible Notification Appliances

2.13.1.1 Speakers

2.13.2 Visual Notification Appliances

2.13.3 Textual Display Signs

2.14 ELECTRIC POWER

2.14.1 Primary Power

2.15 SECONDARY POWER SUPPLY

2.15.1 Batteries

2.15.1.1 Capacity

2.15.1.2 Battery Power Calculations

2.15.2 Battery Chargers

2.16 SURGE PROTECTIVE DEVICES

2.17 WIRING

2.17.1 Alarm Wiring

2.18 INTERFACE TO THE BASE-WIDE MASS NOTIFICATION NETWORK

2.18.1 Fiber Optic

2.18.2 Radio

2.18.3 Telephone

2.18.4 Secure Radio System

2.18.4.1 Communications Network

2.18.4.2 Radio Frequency Communications

2.18.4.3 Licensed Radio Frequency Systems

2.19 AUTOMATIC FIRE ALARM TRANSMITTERS

2.19.1 Radio Transmitter and Interface Panels

2.19.1.1 Operation

2.19.1.2 Battery Power

2.19.1.3 Transmitter Housing

2.19.1.4 Antenna

2.19.2 Digital Alarm Communicator Transmitter (DACT)

2.19.3 Signals to Be Transmitted to the Base Receiving Station

2.20 SYSTEM MONITORING

2.20.1 Valves

2.20.2 High/Low [Air][Nitrogen] Supervisory Switches

2.20.3 Room Low Temperature Supervisory Switch

2.20.4 Electromagnetic Door Holders

2.21 ENVIRONMENTAL ENCLOSURES OR GUARDS

2.22 FIREFIGHTER TELEPHONE COMMUNICATION SYSTEM

2.22.1 General

2.22.2 Features

2.22.3 Handsets

PART 3 EXECUTION

3.1 VERIFYING ACTUAL FIELD CONDITIONS

3.2 INSTALLATION

3.2.1 Fire Alarm and Mass Notification Control Unit (FMCU)

3.2.2 Battery Cabinets

3.2.3 Manual Stations

3.2.4 Notification Appliances

3.2.5 Smoke and Heat Detectors

3.2.6 Carbon Monoxide Detectors

3.2.7 Air Sampling Smoke Detector

SECTION 28 31 66 Page 3

3.2.8 Graphic Annunciator

3.2.9 Remote REMOTE Annunciator

3.2.10 Electromagnetic Door Holder Release

3.2.11 Firefighter Telephones

3.2.12 Local Operating Console (LOC)

3.2.13 Ceiling Bridges

3.3 SYSTEM FIELD WIRING

3.3.1 Wiring within Cabinets, Enclosures, and Boxes

3.3.2 Terminal Cabinets

3.3.3 Alarm Wiring

3.3.4 Back Boxes and Conduit

3.3.5 Conductor Terminations

3.4 DISCONNECTION AND REMOVAL OF EXISTING SYSTEM

3.5 CONNECTION OF NEW SYSTEM

3.6 FIRESTOPPING

3.7 PAINTING

3.8 FIELD QUALITY CONTROL

3.8.1 Test Procedures

3.8.2 Pre-Government Testing

3.8.2.1 Verification of Compliant Installation

3.8.2.2 Request for Government Final Test

3.8.3 Correction of Deficiencies

3.8.4 Government Final Tests

3.9 MINIMUM SYSTEM TESTS

3.9.1 System Tests

3.9.2 Audibility Tests

3.9.3 Intelligibility Tests

3.10 SYSTEM ACCEPTANCE

3.11 INSTRUCTION OF GOVERNMENT EMPLOYEES

3.11.1 Instructor

3.11.2 Required Instruction Time

3.11.2.1 Technical Training

3.11.3 Technical Training Manual

3.12 EXTRA MATERIALS

3.12.1 Repair Service/Replacement Parts

3.12.2 Spare Parts

3.12.3 Document Storage Cabinet

-- End of Section Table of Contents --

SECTION 28 31 66 Page 4

USACE / NAVFAC / AFCEC / NASA UFGS- 28 31 66 ( August 2020)

Pr epar i ng Act i v i t y: USACE Superseding UFGS- 28 31 00. 00 10 ( November 2008) UFGS- 28 31 49 ( Apr i l 2006) UFGS- 28 31 63. 00 20 ( Oct ober 2007) UFGS- 28 31 64. 00 10 ( August 2009) UFGS- 28 31 74. 00 20 ( Febr uar y 2010)

UNI FI ED FACI LI TI ES GUI DE SPECI FI CATI ONS

Ref er ences ar e i n agr eement wi t h UMRL dat ed Jul y 2023

SECTION 28 31 66

INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM, NON-ADDRESSABLE

08/20

NOTE: Thi s speci f i cat i on cover s t he r equi r ement s f or a non- addr essabl e i nt egr at ed f i r e det ect i on, f i r e al ar m evacuat i on and mass not i f i cat i on syst em.

Adher e t o UFC 1-300-02 Uni f i ed Faci l i t i es Gui de Speci f i cat i ons ( UFGS) For mat St andar d when edi t i ng t hi s gui de speci f i cat i on or pr epar i ng new pr oj ect speci f i cat i on sect i ons. Edi t t hi s gui de speci f i cat i on f or pr oj ect speci f i c r equi r ement s by addi ng, del et i ng, or r evi s i ng t ext . For br acket ed i t ems, choose appl i cabl e i t em( s) or i nser t appr opr i at e i nf or mat i on.

Remove i nf or mat i on and r equi r ement s not r equi r ed i n r espect i ve pr oj ect , whet her or not br acket s ar e present.

Comment s, suggest i ons and r ecommended changes f or t hi s gui de speci f i cat i on ar e wel come and shoul d be submi t t ed as a Criteria Change Request (CCR) .

NOTE: For OCONUS pr oj ect s, t hi s speci f i cat i on sect i on shoul d be edi t ed f or speci f i c Host Nat i on r equi r ement s. Coor di nat e compl i ance wi t h Host Nat i on r equi r ement s wi t h t he Desi gnat ed Fi r e Pr ot ect i on Engi neer ( DFPE) .

NOTE: For Fami l y Housi ng pr oj ect s at NAVFAC NE use r egi onal gui de speci f i cat i on sect i on 28 31 46. 00 22

SECTION 28 31 66 Page 5

( N- 13854N) HOUSEHOLD FI RE WARNI NG EQUI PMENT t o speci f y r esi dent i al f i r e war ni ng syst ems i n l i eu of t hi s sect i on.

NOTE: Thi s speci f i cat i on sect i on i ncl udes r equi r ement s f r om UFC 3- 600- 01 ( change 43, 7 Febr uar y 2020)

NOTE: Thi s gui de speci f i cat i on cover s car bon monoxi de al ar m det ect or s f or pr ot ect i on i n i ndoor l ocat i ons wher e f uel - bur ni ng appl i ances/ equi pment ar e used.

PART 1 GENERAL

1. On t he dr awi ngs, show l ocat i on of cont r ol uni t , bat t er i es and char ger ( i f r emot el y mount ed) , super vi s i ng st at i on t r anscei ver , annunci at or , pr i mar y power suppl y, r emot e annunci at or , det ect or s, not i f i cat i on appl i ances ( unl ess per f or mance r equi r ement s ar e speci f i ed) , and each al ar m i ni t i at i ng devi ce i ncl udi ng f i r e ext i ngui shi ng syst em swi t ches.

2. Show si ngl e- l i ne f i r e al ar m/ mass not i f i cat i on syst ems r i ser di agr am. Each devi ce on t he r i ser shoul d be i dent i f i ed by t ype. I ndi cat e connect i on of equi pment .

1.1 REFERENCES

NOTE: Thi s par agr aph i s used t o l i s t t he publ i cat i ons c i t ed i n t he t ext of t he gui de speci f i cat i on. The publ i cat i ons ar e r ef er r ed t o i n t he t ext by basi c desi gnat i on onl y and l i s t ed i n t hi s par agr aph by or gani zat i on, desi gnat i on, dat e, and t i t l e.

Use t he Ref er ence Wi zar d' s Check Ref er ence f eat ur e when you add a Ref er ence I dent i f i er ( RI D) out si de of t he Sect i on' s Ref er ence Ar t i c l e t o aut omat i cal l y pl ace t he r ef er ence i n t he Ref er ence Ar t i c l e. Al so use t he Ref er ence Wi zar d' s Check Ref er ence f eat ur e t o updat e t he i ssue dat es.

Ref er ences not used i n t he t ext wi l l aut omat i cal l y be del et ed f r om t hi s sect i on of t he pr oj ect speci f i cat i on when you choose t o r econci l e r ef er ences i n t he publ i sh pr i nt pr ocess.

SECTION 28 31 66 Page 6

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.

ACOUSTICAL SOCIETY OF AMERICA (ASA)

ASA S3.2 (2020) American National Standard Method for Measuring the Intelligibility of Speech Over Communication Systems (ASA 85)

AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)

ASME A17.1/CSA B44 (2019) Safety Code for Elevators and Escalators

ASTM INTERNATIONAL (ASTM)

ASTM F402 (2005; R 2012) Safe Handling of Solvent Cements, Primers, and Cleaners Used for Joining Thermoplastic Pipe and Fittings

FM GLOBAL (FM)

FM APP GUIDE (updated on-line) Approval Guide http://www.approvalguide.com/

INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE)

IEEE C62.41.1 (2002; R 2008) Guide on the Surges Environment in Low-Voltage (1000 V and Less) AC Power Circuits

IEEE C62.41.2 (2002)…