DRAFT_140R4025R0016_Attachment_2_-_00_00_01_Specs-B_Volume2_02-14-2015_2.pdf

Navajo-Gallup Water Supply Project San Juan Lateral – Pumping Plant No. 1 Solicitation No.

Signage

10 14 00 - 1

SECTION 10 14 00

SIGNAGE

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Signage:

1. Payment: Lump sum price offered in the Price Schedule.

a. Includes: Equipment, piping and flow labels.

1.02 REFERENCE STANDARDS

A. National Fire Protection Association (NFPA)

1. NFPA 704 2022 Standard System for the Identification of the

Hazards of Materials for Emergency Response

B. International Code Council (ICC)

1. IFC 2021 International Fire Code

2. IBC (2018) International Building Code

3. ICC/ANSI A117.1-09 (2017) Accessible and Usable Buildings and

Facilities

1.03 SUBMITTALS

A. Submit in accordance with Section 01 33 00 – Submittals.

B. RSN 10 14 00-1, Shop Drawings and Approval Data:

1. Manufacturer’s specifications and technical data indicating compliance with this section.

2. Submit list of required signs. Refer to Drawing 1695-D-61883.

3. Complete set of manufacturer’s standard color and product samples for selection of signs, lettering, character, and background colors, material, and style. Color copies of these items are not acceptable and will be returned not approved.

4. Submit shop drawings for each type of sign showing dimensions of plaque and characters, and text, symbols, and braille to be included on each sign. Shop drawings should also include proposed locations for each sign on a floor plan and typical horizontal and vertical locations of signage.

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PART 2 PRODUCTS

2.01 GENERAL

A. “No Smoking” signs in accordance with IFC Sections 5003.7.

B. Hazard Identification Signs in accordance with IFC Sections 5003.5 and 5003.6 and

NFPA 704.

2.02 EXTERIOR ALUMINUM SIGNS

A. Coated aluminum exterior signs, having the following essential characteristics:

1. One-sixteenth-inch-thick coated aluminum material; corrosion-resistant, abrasion-resistant, rust-resistant, heavy-duty, rigid, weather-resistant.

2. Reflective.

3. Pre-drilled holes.

4. Rounded corners.

5. Characters: Upper case, sans serif.

6. Color: To be determined by Government from manufacturer’s standard color chart.

7. Braille: No.

8. Mounting: On exterior walls or other features as required, as recommended by manufacturer for surface conditions.

2.03 INTERIOR SIGNS

A. Coated aluminum interior signs, having the following essential characteristics:

1. One-sixteenth-inch-thick coated aluminum material; corrosion-resistant, abrasion-resistant, rust-resistant, heavy-duty, rigid.

2. Non-reflective.

3. Pre-drilled holes.

4. Rounded corners.

5. Characters: Upper case, sans serif.

6. Color: To be determined by Government from manufacturer’s standard color chart.

7. Braille: No.

8. Mounting: On interior walls or other features as required, as recommended by manufacturer for surface conditions.

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B. Acrylic interior signs manufactured by Office Sign Company, LLC, 310 NP Avenue N., Fargo ND 58102; www.officesigncompany.com or equal, having the following essential characteristics:

1. In accordance with IBC Section 1013.4.

2. One-eighth-inch-thick acrylic material.

3. Self-extinguishing.

4. Rounded corners.

5. Characters: Upper case, raised (1/32-inch minimum depth), sans serif.

6. Color: Non-glare, white characters on black background.

7. Braille: Yes.

8. Mounting: On interior walls, as recommended by manufacturer for surface conditions.

PART 3 EXECUTION

3.01 INSTALLATION

A. In accordance with manufacturer’s instructions.

B. Locations: In accordance with Drawing 1695-D-61833, and reference standards.

C. Height: Unless noted otherwise, signage shall be 48-inch minimum and 60-inch maximum above the adjacent floor, measured from the baseline of the characters.

D. Distance from door: Signs shall have a minimum 18-inch by 18-inch space on wall, centered on the sign, beyond the arc of door swing between closed position and 45-degree open position.

E. Protect exposed surfaces until final acceptance of the work in a manner sufficient to prevent damage or discoloration. Work damaged or discolored prior to final acceptance shall be replaced without additional cost to Government.

F. Final cleaning of surfaces shall be carefully done in accordance with the manufacturer’s instructions.

END OF SECTION

http://www.officesigncompany.com/

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Fire Extinguishers

10 44 20 - 1

SECTION 10 44 20

FIRE EXTINGUISHERS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Fire Extinguishers:

1. Payment: Lump sum price offered in the Price Schedule.

1.02 REFERENCE STANDARDS

A. National Electrical Manufacturers Association (NEMA)

1. NEMA Z535.2-2011(R2017) Environmental and Facility Safety Signs

B. National Fire Protection Association (NFPA)

1. NFPA 10-22 Standard for Portable Fire Extinguishers

C. Underwriters Laboratory (UL)

1. UL 299-21 Dry Chemical Fire Extinguishers

2. UL 711-23 Rating and Fire Testing of Fire

Extinguishers

1.03 SUBMITTALS

A. Submit in accordance with Section 01 33 00 – Submittals.

B. RSN 10 44 20-1, Approval Data:

1. Manufacturer’s technical data, certification of UL rating, and installation instructions.

2. Layout indicating the location and type of each fire extinguisher.

C. RSN 10 44 20-2, Maintenance Data:

1. Include test, refill or recharge schedules and recertification schedules.

1.04 GENERAL REQUIREMENTS

A. Provide fire extinguishers in accordance with NFPA 10 throughout building.

B. Provide fire extinguisher for engine-generator.

C. Provide indoor fire extinguishers with minimum temperature rating of 32-degree Fahrenheit.

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D. Provide outdoor fire extinguishers with minimum temperature of minus 40-degree Fahrenheit.

PART 2 PRODUCTS

2.01 FIRE EXTINGUISHERS

A. Hand-Held Portable Fire Extinguishers:

1. UL 299 Dry Chemical Fire Extinguisher.

2. Minimum UL 711 - UL rating 10A:120B:C, multi-purpose pressurized dry chemical.

3. Minimum 15-foot stream.

4. Red glossy coated steel shell.

5. Minimum 12-year hydrostatic test requirement.

6. Waterproof pressure gauge.

7. Hand operated.

B. Mounting Hardware:

1. Bolts, screws, expansion anchors, and mounting brackets required for wall-mounted installation of hand-held portable fire extinguishers.

2. Corrosion resistant.

C. Outdoor Cabinets:

1. Surface Mount Fire Extinguisher Cabinet manufactured by Kidde, www.kidde.com; or equal, with the following characteristics:

a. Metal construction.

b. Sturdy surface resistant to chipping, peeling, and flaking.

c. Electrostatically applied and thermally fused finish for long life.

d. Non-removable handle.

e. Tempered glass.

f. Heavy-duty steel surface mount.

D. Labeling:

1. “Fire Extinguisher” or similar with the following characteristics:

a. V-shape projection from surface.

http://www.kidde.com/

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2.02 COATINGS

A. Manufacturer’s standard finish for fire extinguishers in accordance with Section 09 96 20

– Coatings.

PART 3 EXECUTION

3.01 INSTALLATION

A. Install according to requirements of NFPA 10, manufacturer’s instructions, and approved layout.

B. Install as not to interfere with normal operations, maintenance operations, and egress from the building.

C. Install signs directly above fire extinguishers per manufacturer's instructions.

D. Install level and plumb.

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Metal Building System

13 34 21 - 1

SECTION 13 34 21

METAL BUILDING SYSTEM

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Metal Building System:

1. Payment: Lump sum price offered in the Price Schedule.

a. Includes cost of pumping plant superstructure, control room, structural and architectural components, and cladding.

b. See Paragraph 1.04 Reference Specification Sections.

1.02 REFERENCE STANDARDS

A. American Architectural Manufacturers Association (AAMA)

1. AAMA 501.2-15 Quality Assurance and Diagnostic Water

Leakage Field Check of Installed Storefronts, Curtain Walls, and Sloped Glazing Systems

B. American Concrete Institute (ACI)

1. ACI 318-19 Building Code Requirements for Structural

Concrete and Commentary

C. American Institute of Steel Construction (AISC)

1. AISC 303-10 Code of Standard Practice for Structural

Steel Buildings and Bridges

2. AISC 325-17 Steel Construction Manual, 14th Edition

3. AISC 348-20 Structural Joints Using High-Strength Bolts

4. AISC 360-16 Structural Steel Buildings

5. AISC DG3-2003 Steel Design Guide Series 3 – Serviceability

Design Considerations for Steel Buildings

6. AISC RCSC-2020 RCSC (Research Council of Structural

Connections) Specifications for Structural Joints Using ASTM A325 or A490 Bolts (available at www.boltcouncil.org)

D. American Iron and Steel Institute (AISI) http://www.boltcouncil.org/

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1. AISI S100-16 North American Specification for the Design of Cold-Formed Steel Structural Members

E. American Society of Civil Engineers (ASCE)

1. ASCE 7-16 Minimum Design Loads for Buildings and

Other Structures

F. American Welding Society (AWS)

1. AWS A2.4-20 Standard Symbols for Welding, Brazing, Nondestructive Examination

2. AWS D1.1/D1.1M-20 Structural Welding Code - Steel

3. AWS D1.3/D1.3M-18 Structural Welding Code - Sheet Steel

G. International Accreditation Services (IAS)

1. IAS AC472 Accreditation Criteria for Inspection

Programs for Manufacturers of Metal Buildings

H. International Code Council (ICC)

1. IBC-2021 International Building Code

2. IFC-2021 International Fire Code

I. Metal Building Manufacturers Association (MBMA)

1. MBMA Manual Metal Building Systems Manual, 2012

Edition

2. MBMA Manual Supplement 2010 Supplement to the 2006 Metal

Building Systems Manual

J. National Fire Protection Association (NFPA)

1. NFPA 101-2021 Life Safety Code

K. Underwriters Laboratories Inc. (UL)

1. UL 580-06 Tests for Uplift Resistance of Roof

Assemblies

1.03 SYSTEM DESCRIPTION

A. Building System:

1. Pumping Plant

a. Type: Pre-engineered, clear span rigid frame.

b. Size: As shown on drawings.

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c. Roof Slope: As shown on drawings.

d. Bay Spacing: As shown on drawings.

e. Primary Framing: Rigid frame of rafter beams and columns and endwall columns.

f. Secondary Framing: Purlins, girts, eave struts, flange bracing, jambs, headers, sill supports, clips, and other miscellaneous structural parts.

g. Lateral Bracing: Horizontal loads not resisted by primary framing shall be resisted by cables, rods, and/or portal frames in the sidewall. Cables, rods and/or portal frames in the end walls. Cable, rod and/or diaphragms in the roof.

h. Exterior Walls and Roof: Insulated metal panel cladding system with insulating foam core and doors. Includes flashing, trim and other accessories to make complete system as indicated on drawings.

i. Control Room Interior Walls and Ceiling: Insulated metal panel cladding system with insulating foam core on steel joist and stud wall framing system. Includes flashing, trim, and other accessories to make complete system as indicated on drawings.

j. Building framing design shall account for all mechanical, electrical and plumbing equipment wall and roof penetrations as indicated on drawings or as otherwise required. Additional structural support shall be provided as required.

k. Accessories: Louvers, gutters, downspouts, splash blocks, roll-up doors, paired door and hardware, door and hardware, polycarbonate, roof hatches, aluminum wall ladder, and roof fall protection and rail system.

l. Design, fabricate, furnish, and erect metal building complete with wall accessories, roof hatches, removable roof covers, aluminum wall ladder, roof fall protection rail system, and control room.

1.04 SUBMITTALS

A. Submit in accordance with Section 01 33 00 – Submittals.

B. RSN 13 34 21-1, Approval Drawings and Data:

1. Manufacturer’s shop drawings (Government Format):

a. Government will provide an electronic AutoCAD drawing to be used for the submittal process.

b. Show building layout and dimensions; sections through building; wall and roof framing plans; roof and wall openings; gutters and downspouts;

erection details; ridge, eave, rake, corner, sill, opening, and trim details;

roof and wall penetration details; and type, grade, size, and thickness of materials.

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c. Show special seismic requirements, if required, on connection details.

d. Include an anchor bolt assemblies plan, which shows type, material, location, diameter, and projection of anchor bolts.

e. Project-specific drawings except as permitted for details. Manufacturer’s standard or typical drawings may be included to show details. Mark standard or typical drawings to indicate details relevant to project.

f. Signed and sealed by engineer registered in State of New Mexico.

2. Manufacturer’s product data:

a. Include complete descriptions of and specifications for building system and materials.

b. Product test reports.

C. RSN 13 34 21-2, Certification:

1. Letters of design certification for metal building system:

a. Include manufacturer’s order numbers.

b. Affidavit certifying sheet steel complies with specified quality, and grade.

c. List design criteria including codes, standards, and loads.

d. Certify structural design complies with specified design requirements.

e. Signed and sealed by design engineer registered in State of New Mexico.

D. RSN 13 34 21-3, Design Data:

1. Calculations indicating that structural design complies with specified design requirements.

2. Design data, which shows magnitude and direction of column reactions at base of each column. Do not proceed with foundation reinforcement until receipt of revised drawings.

3. Signed and sealed by engineer registered in State of New Mexico.

E. RSN 13 34 21-4; Anchorage Design Data:

1. Anchorage calculations indicating that structural design complies with specified design requirements.

2. Design data, which shows anchorage details including embedment and supplemental anchorage reinforcement as needed.

3. Signed and sealed by registered professional engineer registered in the State of

New Mexico.

F. RSN 13 34 21-5, Erection Plans, Manual, and Documentation:

1. Final drawings in “Government Format”.

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2. Manufacturer’s erection plans and closeout maintenance manual for building system:

a. Include manufacturer’s instructions for field touch-up of finishes.

3. Written evidence that building erector is authorized as specified.

G. RSN 13 34 21-6, Fabricator Qualifications

1. As identified in Article 1.07.

1.05 REFERENCE SPECIFICATION SECTIONS

A. 05 12 10 – Structural Steel

B. 05 40 00 – Cold-Formed Metal Framing

C. 05 51 30 – Metal Ladders

D. 05 52 20 – Fall Protection Rail System

E. 07 21 13 – Sound Control Batt Insulation

F. 07 21 20 – Extruded Polystyrene Foam Insulation

G. 07 21 50 – Spray-Applied Polyurethane Foam Insulation

H. 07 41 13 – Insulated Metal Roof Panels

I. 07 42 13 – Insulated Metal Wall Panels

J. 07 72 30 – Roof Hatches

K. 07 92 00 – Joint Sealants and Masonry Joints

L. 08 11 10 – Steel Doors and Frames

M. 08 40 10 – Aluminum Framed Entrances and Storefronts

N. 08 45 13 – Structured Polycarbonate Panel Assemblies

O. 08 33 20 – Roll-Up Doors

P. 08 71 00 – Door Hardware

Q. 09 29 00 – Gypsum Board

R. 09 65 10 – Rubber Wall Base

S. 09 96 20 – Coatings

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1.06 DESIGN REQUIREMENTS

A. Design in accordance with MBMA Manual, IBC, IFC, and NFPA 101. In case of conflicts between manual and design codes, most stringent requirement governs.

B. Structural Performance: Provide building system capable of withstanding effects of the following loads:

1. Dead Loads: Dead loads shall be the weight of Metal Building System and as determined by system manufacturer.

2. Live Loads: As shown on drawings.

3. Wind Loads: As shown on drawings.

4. Snow Loads: As shown on drawings.

5. Seismic Loads: As shown on drawings.

6. Collateral Loads: Support collateral loads imposed by doors, cable trays, etc. and other equipment and accessories supported by building structure. Collateral loads shall not be applied to roof panels.

7. Rainfall Intensity: All exterior gutters and downspouts shall be designed for rainfall intensity based upon a 5-year recurrence interval for 5-minute duration in accordance with MBMA Manual.

8. Other design loads: As shown on drawings.

9. Deflection requirements shall be in accordance with applicable provisions of

AISC Steel Design Guide Series 3 – Serviceability Design Considerations for Steel Buildings.

10. Removable Roof Framing:

a. Applies to the Suction Air Chamber Room and Discharge Air Chamber

Rooms only.

b. Shall be designed and constructed so-as-to permit installation and removal of roof framing (structural steel framing, hoist points, connections, fasteners, trims, sealants, etc.) during and after construction.

c. Shall be positively attached to supporting structural steel frame using a method that is accessible without causing damage to surrounding structural and architectural components and permits roof cover to be disconnected from inside the building.

d. Design to achieve positive weather and thermal seal upon repeated removal and reinstallation of roof framing.

e. Shall be insulated from supporting structural steel so-as-to minimize noise from vibration.

C. Thermal Effects:

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1. Roof panels shall be free to move in response to expansion and contraction forces resulting from temperature variation.

2. Roof assembly to permit movement of components without buckling, failure of joint seals, undue stress on fasteners or other detrimental effects, when subjected to temperature range of 100 degrees F.

D. Provide rough framing for all roof ventilators, louvers, doors, and openings as shown on drawings or as otherwise required.

E. Design framing system to maintain clearances at openings, to allow for construction tolerances, and to accommodate live load deflections of building superstructure.

F. Design of anchorage, including embedment and supplemental anchorage reinforcement details shall be based upon manufacturer’s column reactions and column base plate details and performed in accordance with ACI 318. Manufacturer responsible for providing column location, diameter, and material strength of anchor bolt assemblies.

G. Coordinate with specification sections listed under 1.04 – Reference Specification Sections.

1.07 QUALIFICATIONS

A. Designer Qualifications: Professional engineer registered in State of New Mexico.

B. Fabricator: Qualified fabricator in accordance with IAS AC472

C. Erector Qualifications: Authorized by building system manufacturer to erect building system. Proof of completion of 3 projects of similar scope with current verifiable references.

D. Welding:

1. Welding and related work in accordance with AWS D1.1 and AWS D1.3.

2. Welding symbols on fabricator’s shop drawings in accordance with AWS A2.4, unless otherwise noted.

E. Bolting: In accordance with AISC 325, AISC 360, AISC 348, and AISI S100.

1.08 DELIVERY, STORAGE, AND HANDLING

A. Deliver metal framing to the site in manufacturers’ unopened containers or bundles, identified with brand, type, and gauge.

B. Protect from damage and rusting. Store off ground in dry, ventilated space. If necessary, to store materials outside, stack off the ground, support on level platform, and protect from weather as approved.

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C. Store with sufficient clearance around materials to permit easy access for inspection and handling.

D. Store and handle in manner that will not cause distortion.

1.09 WARRANTY

A. Building manufacturer shall provide manufacturer’s standard material warranty.

B. Metal building contractor shall provide a workmanship warranty of 1-year.

1.10 ADMINISTRATION

A. All nomenclature shall conform to MBMA Metal Building Systems Manual.

B. Coordination and administration of work shall be in accordance with MBMA Metal Building Systems Manual – Chapter IV Common Industry Practices.

PART 2 PRODUCTS

2.01 FRAMING COMPONENTS

A. Materials engineered in accordance with MBMA Manual.

B. Shop prime framing members which are not fabricated from corrosion resistant material or protected by corrosion resistant finish in accordance with MBMA Manual. Use lead-and chromate-free priming paint.

C. Control Room Framing: Refer to Section 05 40 00 – Cold-Formed Metal Framing

2.02 INSULATED METAL PANEL SYSTEMS

A. Roof Panels: Refer to Section 07 41 13 – Insulated Metal Roof Panels

B. Wall Panels: Refer to Section 07 42 13 – Insulated Metal Wall Panels

C. Translucent Wall Panels: Refer to Section 08 45 13 - Structured Polycarbonate Panel Assemblies

2.03 ACCESSORIES

A. Wall Ladder and Fall Protection Rail System: Refer to Sections 05 51 30 – Metal Ladders and 05 52 20 – Fall Protection Rail System.

B. Insulation: Refer to Sections 07 21 13 – Sound Control Batt Insulation, 07 21 20 – Extruded Polystyrene Foam Insulation, and 07 21 50 – Spray-Applied Polyurethane Foam Insulation.

13 34 21 - 9

C. Roof hatches: Refer to Section 07 72 30 – Roof Hatches.

D. Gypsum Board: Refer to Section 09 29 00 – Gypsum Board.

E. Rubber Wall Base: Refer to Section 09 65 10 – Rubber Wall Base.

2.04 DOORS AND DOOR HARDWARE

A. Doors and Door Frames: Refer to Section 08 11 10 – Steel Doors and Frames.

B. Door Hardware: Refer to Section 08 71 00 – Door Hardware.

C. Roll-Up Doors: Refer to Section 08 33 20 – Roll-Up Doors.

2.05 WINDOWS

A. Windows: Refer to Section 08 40 10 – Aluminum Framed Entrances and Storefronts

2.06 FABRICATION

A. Framing:

1. Fabricate structural members in accordance with MBMA Manual, AISC 303, AISC 325, AISC 360, and AISI S100.

2. Anchor Bolts: Form with straight shank. Assemble with template for casting into concrete.

3. Provide framing for doors, windows, louvers, and other openings.

4. Weld structural steel in accordance with AWS D1.1 or AWS D1.3 as applicable.

B. Panel Systems:

1. Fabricate panel units in continuous vertical lengths to match building dimensions.

Horizontal seams installed in roof and wall systems are not permitted.

2. Provide for thermal expansion and contraction in panel systems without causing buckling, opening of joints, or other damage.

2.07 FINISHES

A. Factory finish with colors selected by COR.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify site conditions.

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B. Verify that foundation, floor slab, mechanical and electrical utilities, and placed anchors are in correct position and properly squared.

C. Do not proceed with building erection until unsatisfactory site conditions have been corrected.

3.02 ERECTION

A. Erect framing in accordance with approved drawings, manufacturer’s erection plans and manual, and MBMA Metal Building Systems Manual, Chapter IV Common Industry Practices.

B. Erect building frame true and level with vertical member’s level and bracing properly installed. Maintain structural stability of frame during erection.

C. Level base plates and secure to anchor bolts to level plane with full bearing to foundation structure:

1. Use epoxy grout as required for leveling in accordance with Section 03 63 00 –

Epoxy Grout.

D. Ream holes requiring enlargement to admit bolts. Burned holes for bolted connections are not permitted without written approval by design engineer. Burned holes to be reamed.

E. Tighten bolts and nuts in accordance with "Specification for Structural Joints Using High-Strength Bolts," using specified procedure by building manufacturer.

F. Erector shall furnish temporary guys and bracing where needed for squaring, plumbing, and securing structural framing against loads, such as wind loads acting on exposed framing and seismic forces, as well as loads due to erection and erection operation, but not including loads resulting from performance of work by others. Bracing furnished by manufacturer for metal building system cannot be assumed to be adequate during erection and are not to be used to pull frames into plumb condition.

G. Install components in correct position and alignment.

H. Hold members in place until fastened.

I. Do not field cut or alter structural members without approval of metal building manufacturer.

J. Weld structural steel in accordance with AWS D1.1, and weld sheet metal in accordance with AWS D1.3.

K. After erection, erector to prime welds, abrasions, and surfaces not shop primed or needing touch-up.

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L. Install wall and roofing systems in accordance with Sections 07 41 13 – Insulated Metal Roof Panels, 07 42 13 – Insulated Metal Wall Panels, 08 45 13 - Structured Polycarbonate Panel Assemblies and manufacturer’s instructions.

M. Fasten Cladding system to structural supports, using proper fasteners aligned level and plumb.

N. Set purlins and girts at right angle and bolt to appropriate clips. Attach to clips as required to satisfy design loads and as shown on drawings.

O. Place screw down roof panels at right angle to purlins and girts. Attach and plumb wall panels as shown on drawings. Maintain consistent module coverage for entire length of wall. Place end laps over purlins or girts. Apply manufacturer’s roof panel side and end lap sealant between panel ends and side laps to provide water-tight installation per details furnished.

P. Place insulated metal roof panels at right angle to purlins. Attach with sliding concealed clip where expansion and contraction must be accounted for. Place end laps above purlin with backup plate so panel end-lap fasteners do not penetrate purlin. Follow manufacturer’s instructions for fastening and sealing end laps.

Q. Install gutters and downspouts, roof and gutter de-icing, flashings, and trim in accordance with Section 07 41 13 – Insulated Metal Roof Panels. Place splash blocks (Refer to Section 07 41 13 – Insulated Metal Roof Panels) at bottom of downspouts.

R. Install door frames, doors, and roll-up doors in accordance with manufacturer’s instructions.

S. Trim, close, and seal building weathertight.

3.03 COATING

A. Refer to Section 09 96 20 – Coatings.

3.04 REPAIR

A. Touch-up paint minor scratches and abrasions to finish in accordance with manufacturer’s instructions. Use matching paint furnished by manufacturer.

B. Replace materials with damaged finish detrimental to appearance.

3.05 CONTRACTOR QUALITY CONTROL

A. Field Water Test:

1. Roof Panels: Refer to Section 07 41 13 – Insulated Metal Roof Panels

2. Wall Panels: Refer to Section 07 42 13 – Insulated Metal Wall Panels

B. Protection, Repair, and Cleaning:

13 34 21 - 12

1. Roof Panels: Refer to Section 07 41 13 – Insulated Metal Roof Panels

2. Wall Panels: Refer to Section 07 42 13 – Insulated Metal Wall Panels

Automatic Fire Sprinkler Systems

21 13 13 - 1

SECTION 21 13 13

AUTOMATIC FIRE SPRINKLER SYSTEMS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include in prices offered in the Price Schedule for other applicable items of work.

1.02 REFERENCE STANDARDS

A. American Society of Mechanical Engineers (ASME)

1. ASME B16.5-20 Pipe Flanges and Flanged Fittings: NPS 1/2 through NPS 24, Metric/Inch Standard

2. ASME B16.11-21 Forged Fittings, Socket-Welding and

Threaded

3. ASME B31.1-20 Power Piping

4. ASME B31.9-20 Building Services Piping

5. ASME BPVC-IX-23 Boiler and Pressure Vessel Code - Section

IX - Welding, Brazing, and Fusing Qualifications

B. ASTM International (ASTM)

1. ASTM A53/A53M-22 Pipe, Steel, Black and Hot-Dipped, Zinc

Coated, Welded and Seamless

2. ASTM A105/A105M-23 Carbon Steel Forgings for Piping

Applications

3. ASTM A126-04(R2019) Gray Iron Castings for Valves, Flanges, and

Pipe Fittings

4. ASTM A193/A193M-23 Alloy-Steel and Stainless Steel Bolting for

High Temperature or High Pressure Service and Other Special Purpose Applications

5. ASTM A395/A395M-99(2022) Ferritic Ductile Iron Pressure-Retaining Castings for Use at Elevated Temperatures

6. ASTM A536(2019) Ductile Iron Castings

C. American Welding Society (AWS)

1. AWS D1.1/D1.1M-20 Structural Welding Code - Steel

21 13 13 - 2

D. American Water Works Association (AWWA)

1. AWWA C606-22 Grooved and Shouldered Joints

E. International Code Council (ICC)

1. IBC-21 International Building Code

2. IFC-21 International Fire Code

F. Manufacturers Standardization Society of the Valve and Fittings Industry (MSS)

1. MSS SP-58-18 Pipe Hangers and Supports - Materials, Design, Manufacture, Selection, Application, and Installation

2. MSS SP-67-22 Butterfly Valves

3. MSS SP-70-11 Gray Iron Gate Valves, Flanged and

Threaded Ends

4. MSS SP-71-18 Gray Iron Swing Check Valves, Flanged and

Threaded Ends

5. MSS SP-80-19 Bronze Gate, Globe, Angle and Check

Valves

G. National Fire Protection Association (NFPA)

1. NFPA 13-2019 Installation of Sprinkler Systems

2. NFPA 25-2023 Inspection, Testing, and Maintenance of

Water-Based Fire Protection Systems

3. NFPA 51B-2019 Fire Prevention During Welding, Cutting, and Other Hot Work

4. NFPA 70-2020 National Electrical Code (NEC)

H. Underwriters Laboratory (UL)

1. UL 199-22 Automatic Sprinklers for Fire-Protection

Service

2. UL 262-04(R2018) Gate Valves for Fire-Protection Service

3. UL 312-22 Check Valves for Fire-Protection Service

4. UL 1091-22 Butterfly Valves for Fire-Protection Service

1.03 SUBMITTALS

A. In accordance with Sections 01 33 00 - Submittals, 01 33 26 - Electrical Drawings and Data, and 01 78 30 - Project Record Documents and NFPA 13 Chapter 28.

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B. RSN 21 13 13-1, Approval Drawings and Data:

1. Manufacturer’s technical product data for each piece of equipment comprised in system. Include rated capacities, operating characteristics, electrical characteristics, and accessories.

2. Drawings and Data:

a. Calculations showing project specific design of pipe hangers, lateral and longitudinal braces, and their supports. Include complete calculations for anchorage to concrete.

b. Shop drawings with plans, elevations, sections, details indicating detailed layout of system locating each component including seismic restraints, pipe supports, anchorage, and attachments to other work such as control panel(s) location.

1) Include locations and sizes of proposed pipe sleeves and core drills.

2) Electrical schematics and wiring diagrams.

c. Complete hydraulic flow design calculations derived from UL listed computer program:

1) Include analysis calculations to verify system terminal pressures, piping pressure losses, component flow data, and pipe sizes considering actual and equivalent lengths of pipe and elevation changes. Total flow shall be detailed by zone.

d. Manufacturer’s installation instructions.

C. RSN 21 13 13-2, Test Plan:

1. Describe inspection and testing procedures for final acceptance testing include:

a. Step-by-step description of tests to be performed and indicate type and location of test apparatus to be employed.

b. Identify individuals, trades, and required personnel whose presence is required for all testing.

c. Describe any outages or special conditions required for testing.

D. RSN 21 13 13-3, Final Drawings and Data:

1. Items in Part 2 Products.

2. Operation and maintenance manual, including:

a. Data previously approved in RSN 21 13 13-1.

b. Final Drawings.

c. Written description of system design.

d. Maintenance schedule in tabular form.

21 13 13 - 4

e. Recommended list of spare parts.

f. Certified test reports.

E. RSN 21 13 13-4, Instructions:

1. One paper copy of NFPA 25.

1.04 GENERAL REQUIREMENTS

A. Furnish all materials and labor for the detailed design, installation, and testing of a complete automatic fire sprinkler system in compliance of applicable codes and standards, and these specifications.

B. Provide waterflow and valve tamper switches for NFPA 13 required monitoring of sprinkler system.

C. Design shall be based on NFPA 13 Ordinary Hazardous I (OH1) classification with a minimum density of 0.15 gallons-per-minute per foot square.

D. Coverage Area: 12,800 square feet.

E. Excluded Coverage Areas:

1. Motor Control Room.

F. All control valves, drains, and test connections shall be accessible from the floor without a ladder or special equipment.

G. Provide an adjustable pressure reducing valve to maintain 120 percent of calculated operating pressure.

H. Provide forward flush capability.

1.05 QUALIFICATIONS

A. Designer: Professional fire protection engineer registered in the United States and experienced in design of this type, or National Institute for Certification in Engineering Technologies Level III.

B. Manufacturer: Company specializing in manufacturing products specified in this section with minimum 3 years documented experience.

C. Installation Supervisor: Manufacturer’s certified technician with minimum National Institute for Certification in Engineering Technologies Level III certification or approved equivalent, to supervise installation, adjustment, final connections, and system testing.

D. Welding Procedures, Welders, and Welding Operators:

1. Conform to ASME BPVC-IX for pipe welding.

21 13 13 - 5

2. Conform to Standard Qualification Procedure of AWS D1.1 for structural welding.

3. Make welding certifications available upon request.

PART 2 PRODUCTS

2.01 PIPING MATERIALS

A. Piping and Fittings:

1. Piping: ASTM A53, Schedule 40, Type S, carbon steel.

2. Fittings:

a. 2-inch and smaller: Threaded, carbon steel, forged per ASTM A105, Class 2000 per ASME B16.11.

b. 2-1/2-inch and larger:

1) Grooved Couplings: UL listed, or FM approved for fire service.

2) Carbon steel, welded neck type, faced and drilled in accordance with ASME B16.5 Gaskets:

a) Garlock Style 3000, as manufactured by Garlock Sealing

Technologies, 1666 Division Street, Palmyra, NY 14522;

or equal, having the following essential characteristics:

i. Compressed non-asbestos.

ii. 1/16-inch thick.

b) Furnish ring gaskets for raised face flanges and full-face gaskets for flat face flanges.

3) Bolts, provide either:

a) Grade B8M, Class 2 bolts mild steel.

b) Grade B8M, Class 2 bolts, ASTM A193, stainless steel, Type 316, Grade B8M, Class 2 bolts.

4) Nuts, provide either:

a) Hex nuts of same alloy of washers and bolts.

b) ASTM A193, stainless steel, hex nuts.

5) Washers, provide either:

a) Flat washers of same alloy as bolts and nuts.

b) Stainless steel flat washers, Type 316.

21 13 13 - 6

B. Pipe Hangers and Supports:

1. In accordance with provisions outlined in ASME B31.1 and MSS SP-58. Carbon steel hangers and supports are allowed with approved dielectric protection is provided.

2. Fabricate piping supports so supports shall not be disengaged by movement of the supported pipe.

3. Do not use one pipeline as support for another.

4. Expansion anchors: In accordance with Section 03 20 60 – Concrete Anchors.

2.02 VALVES

A. General Requirements:

1. UL listed or FM approved.

2. Threaded connections for 2 inch and smaller.

3. Flanged or grooved connections for 2-1/2 inches and larger.

4. 175 psig working pressure.

B. Globe and Angle Valves:

1. Furnish valves that have, in maximum open position, an effective area of not less than one-half area of pipeline.

2. Conforms to MSS SP-80.

3. Bronze construction.

4. Outside screw and yoke, bolted bonnet, bronze mounted, renewable seat and disc.

5. Asbestos free packing.

C. Butterfly Valves:

1. Conforms to MSS SP-67 and UL 1091 listed.

2. Stems: Stainless steel.

3. Bushing: Bronze.

4. O-ring: Buna-N.

5. Body and Disc: Ductile iron ASTM A395.

D. Check Valves:

1. MSS SP-71 and UL 312 listed.

2. Swing type.

3. Body and Disc Cage: Cast iron ASTM A126 Class B.

4. Internal Wetted Parts: Bronze, brass, or stainless steel.

21 13 13 - 7

E. Gate Valves:

1. MSS SP-70 and UL 262 listed.

2. Rising stem.

3. Body: Cast iron ASTM A126 Class B.

4. Internal wetted parts: Bronze, brass, or stainless steel.

F. Pressure Reducing Valve:

1. Connection Type: Flanged.

2. Body: Ductile Iron ASTM A536.

3. Stainless Steel Stem and Seat.

2.03 WATERFLOW AND PRESSURE SWITCHES

A. Wet pipe water flow switches for sprinkler systems:

1. Tamper resistant cover.

2. NEMA 4 enclosure.

3. Includes alarm transmission delay time that is adjustable from 0 to 60-seconds.

2.04 VALVE SUPERVISORY SWITCHES

A. Weatherproof die-cast aluminum housing.

B. 3/4-inch conduit knockout.

C. Tamper-proof design.

2.05 FIRE DEPARTMENT CONNECTION

A. Fire Department Connection:

1. UL/FM approved.

2. 500 gpm minimum flow rating.

3. Cast brass two-way inlet body.

4. Drop clappers and pin lug swivels.

5. NST threaded.

6. Provide with brass plugs with chains and break caps.

2.06 SPRINKLERS

A. UL 199 listed.

B. Bronze body construction.

21 13 13 - 8

C. 1/2-inch male NPT threads.

D. Early suppression, fast response type sprinklers not allowed.

2.07 SPRINKLER WRENCH AND CABINETS

A. Steel construction with red enamel coating.

B. Sized to contain spare sprinklers provided and sprinkler wrench.

C. Wall mounted.

D. Wrench: Compatible with sprinklers provided.

2.08 INSPECTOR’S TEST CONNECTION

A. Install near water flow connection.

B. Discharge flow near a floor drain.

C. Flow to be equal to or less than one sprinkler, when test connection is fully open.

2.09 SLEEVES

A. Steel Pipe Sleeves: ASTM A53, Schedule 40, zinc coated, plain ends.

2.10 SLEEVE SEALS

A. Modular sealing element unit, designed for field assembly, to fill annular space between pipe and sleeve:

1. Sealing Elements: EPDM-rubber or NBR interlocking links shaped to fit surface of pipe. Include type and number required for pipe material and size of pipe.

2. Connecting Bolts and Nuts: Stainless steel of length required to secure pressure plates to sealing elements.

2.11 PIPING ESCUTCHEONS

A. Escutcheons: One piece, cast brass, polished chrome plated with set screws.

2.12 NAMEPLATES AND LABELING

A. Provide labeling and pipe markers on equipment and piping in accordance with

NFPA 13.

B. Do not use adhesive for attaching nameplates.

2.13 COATINGS

A. Wet pipe sprinkler system coatings in accordance with Section 09 96 20 - Coatings.

21 13 13 - 9

PART 3 EXECUTION

3.01 INSTALLATION

A. Verify all dimensions, pertinent equipment, and building floor space before starting work.

B. Install system in accordance with NFPA 13, as shown on drawings, and recommended by equipment manufacturer(s).

C. Install a fire department connection on exterior wall.

D. Piping:

1. Use listed fittings to make changes in direction, branch takeoffs from mains, and reductions in pipe sizes.

2. Install unions adjacent to each valve in pipes 2 inch and smaller.

3. Install flanges, flange adapters, or couplings for grooved-end piping on valves, apparatus, and equipment having 2-1/2 inches and larger end connections.

4. Install sprinkler piping with drains for complete system drainage.

5. Install automatic (ball drip) drain valve at each check valve for fire-department connection, to drain piping between fire-department connection and check valve.

Install drain piping to floor drain or to outside building without creating trip hazards.

E. Pipe Fittings and Joints:

1. Ream pipe after cutting so that burrs and sharp edges are removed.

2. Clean pipe thoroughly before installation:

a. Pull a wire flue brush through the length several times, followed by clean cloth rags treated with a noncombustible metal cleaner designed for the purpose.

b. Remove foreign matter and oil by this process.

c. Repeat process until pipe is clean and contaminants are removed.

3. Thread Preparation:

a. Coat threaded pipe with an appropriate pipe joint compound or Teflon tape.

b. When pipe joint compound is used, coating of the threads shall start at least 2 threads back from the pipe end.

c. Prevent sealant from entering valves or controls.

4. Flanged Joints: Select appropriate gasket material in size, type, and thickness suitable for water service. Join flanges with gasket and bolts according to ASME B31.9.

5. Roll-Grooved Joints:

21 13 13 - 10

a. Roll rounded-edge groove in end of pipe according to AWWA C606.

b. Assemble coupling with housing, gasket, lubricant, and bolts.

c. Join pipe and grooved-end fittings according to AWWA C606 for grooved joints.

6. Dissimilar-Material Piping Joints: Make joints using adapters compatible with materials of both piping systems.

7. Welding:

a. Pipe: Shop welded unless specifically allowed by NFPA 13.

b. Field welding: In accordance with NFPA 51B.

c. Use gas welding or other approved method on welded pipe 3/4 inch and smaller.

d. Unshielded electric arc welding may be used on pipe larger than 3/4-inch.

e. Pound welds to loosen scale and weld beads and then clean.

8. Pipe Reductions:

a. Install to permit full flow.

b. Entrance holes from main pipe run to fitting: Of required size and free of sharp edges, ridges, or burrs.

c. Welded Pipe: Use one of the following devices when making reductions in welded pipe:

1) Butt weld concentric reducers.

2) Weld-o-lets.

d. Threaded Pipe: Threaded concentric reducing fittings for reductions in threaded pipe.

9. Pipe Hangers and Supports:

a. Attach piping to rigid hangers by means of U-bolts locked with double nuts on each side of hanger. Allow pipe to be free to move longitudinally within the U-bolt except where piping design requires it to be anchored.

b. Install piping supports so that they shall not be disengaged by movement of supported pipe.

c. Arrange piping supports so that no excessive bending stresses are induced into piping from concentrated loads between supports.

F. Escutcheons: Install escutcheons for penetrations of walls, ceilings, and floors.

G. Sleeves: Install sleeve seals in sleeves in exterior walls at water-service piping entries into building.

21 13 13 - 11

H. Waterflow initial settings shall be 30 seconds. Timing shall be recorded and documented during testing.

3.02 CONTRACTOR FIELD QUALITY TESTING

A. Government shall witness Contractor field quality testing of water-based fire suppression system.

B. Notify COR in writing 14 calendar days prior to testing of water-based fire suppression system. Notifications shall include date, time, and duration of system tests.

C. Coordinate testing with fire detection and alarm system testing.

D. Tests shall demonstrate operational and installation requirements of this specification have been satisfied.

E. Make repairs or install replacement components, where defects are detected, and repeat tests as required.

F. Provide complete written test reports of tests performed with at least the following information:

1. Date, time, and location of tests.

2. Names and signatures of witnesses to the tests.

3. Data generated during tests, including computer printouts.

4. Descriptions of any special techniques utilized by test technician.

5. Test equipment make, model, and serial number.

6. Copy of current calibration, certificate of test equipment.

7. Name and affiliation of testing technician, and signature.

G. After testing, system shall be in full operation condition.

H. Special Inspections: Furnish qualified Special Inspector to test and inspect as required by IBC Chapter 17, Section 01 46 25 – Special Inspections, and this section.

3.03 TRAINING

A. Provide training sufficient to perform inspection, testing, and maintenance compliant with NFPA 25 methods and standards.

21 13 13 - 12

Hybrid Water Mist Fire Suppression System

21 25 00 - 1

SECTION 21 25 00

HYBRID WATER MIST FIRE SUPPRESSION SYSTEM

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Hybrid Water Mist Fire Suppression System:

1. Payment: Lump-sum price offered in the Price Schedule.

1.02 REFERENCE STANDARDS

A. American Society of Mechanical Engineers (ASME)

1. ASME BPVC-IX-2019 Boiler and Pressure Vessel Code - Section

IX - Welding, Brazing, and Fusing Qualifications: Qualification Standard for Welding, Brazing, and Fusing Procedures;

Welders; Brazers; and Welding, Brazing, and Fusing Operators

2. ASME B1.20.1-2013 Pipe Threads, General Purpose (Inch)

3. ASME B16.1-2015 Gray Iron Pipe Flanges and Flanged Fittings

Classes 25, 125, and 250

4. ASME B16.3-2016 Malleable Iron Threaded Fittings Classes

150 and 300

5. ASME B16.5-2017 Pipe Flanges and Flanged Fittings NPS ½

Through NPS 24 Metric/Inch Standard

6. ASME B16.9-2018 Factory-Made Wrought Buttwelding Fittings

7. ASME B16.34-2017 Valves-Flanged, Threaded, and Welding

End

8. ASME B31.1-2018 Power Piping Code

9. ASME B31.9-2017 Building Services Piping

B. ASTM International (ASTM)

1. ASTM A53/A53M-18 Pipe, Steel, Black and Hot-Dipped Zinc

Coated, Welded and Seamless

2. ASTM A105/A105M-18 Carbon Steel Forgings for Piping

Applications

3. ASTM A234/A234M-18 Piping Fittings of Wrought Carbon Steel and

Alloy Steel for Moderate and High Temperature Service

21 25 00 - 2

4. ASTM A795-13(2020) Standard Specification for Black and Hot- Dipped Zinc-Coated (Galvanized) Welded and Seamless Steel Pipe for Fire Protection

5. ASTM B88-20(2022) Seamless Copper Water Tubes

C. American Welding Society (AWS)

1. AWS D1.1/D1.1M-2015 Structural Welding Code - Steel

D. International Code Council

1. IBC-2021 International Building Code

E. Manufacturers Standardization Society of the Valve and Fittings Industry (MSS)

1. MSS SP-58-2018 Pipe Hangers and Supports - Materials, Design, Manufacture, Selection, Application, and Installation

F. National Fire Protection Association (NFPA)

1. NFPA 51B-2019 Fire Prevention during Welding, Cutting, and Other Hot Work

2. NFPA 70-2020 National Electrical Code

3. NFPA 72-2019 National Fire Alarm and Signaling Code

4. NFPA 220-2021 Standard on Types of Building Construction

5. NFPA 770-2021 Standard on Hybrid (Water and Inert Gas)

Fire Extinguishing Systems

1.03 DEFINITIONS

A. NICET: National Institute for Certification in Engineering Technologies.

1.04 SUBMITTALS

A. In accordance with Section 01 33 00 - Submittals, 01 33 28 - Fire Alarm Drawings and Data, and 01 78 30 - Project Record Documents and NFPA 770 Chapter 11.

B. RSN 21 25 00-1, Qualifications:

1. Certificates or other proof for each required qualified person working on the job.

C. RSN 21 25 00-2, Approval Drawings and Data:

1. Written system description.

2. Commercial product data for each piece of equipment comprised in the system.

Include rated capacities, operating characteristics, electrical characteristics, and accessories.

21 25 00 - 3

3. Manufacturer’s installation instructions.

4. Hybrid water mist calculations:

a. For pre-engineered systems, calculations are to be provided from the product manufacturer.

b. Calculations showing project specific design.

c. Complete hydraulic flow design calculations including terminal pressures, nozzle flow rates, pressure losses from pipe and components, total water and gas used per zone. Include list of assumptions, orifice code numbers and any specific product data and product options used in calculations.

d. Hybrid water and gas concentration.

e. Residual oxygen concentrations.

f. Retention time.

5. Drawings:

a. Drawings in accordance with requirements of NFPA 770 with plans, elevations, sections, details indicating detailed layout of system locating each component including seismic restraints, pipe supports, anchorage, and attachments to other work such as control panel(s) location:

1) Drawings shall be specific to this site regardless of pre-engineering.

2) Include locations of all proposed pipe sleeves and core drills.

6. Releasing and Control Panels:

a. Submit in accordance with Section 01 33 28, Fire Alarm Drawings and

Data.

b. Wiring diagrams between all components and equipment.

7. Enclosure strength and pressure relief calculations

a. Estimated maximum pressure.

b. Enclosure strength assumptions and calculations specific to actual site conditions.

c. Room integrity and leakage assumptions.

d. Required venting size and pressure settings.

e. Inspection noting condition of any existing vents which Contractor requests to reuse.

D. RSN 21 25 00-3, Test Plan:

1. Certified by a NICET Level III special hazards technician, or fire protection engineer.

2. Include:

21 25 00 - 4

a. Step-by-step description of tests to be performed.

b. Type and location of test apparatus to be employed.

c. Methods of protecting Reclamation property and equipment.

d. Estimated time for each task.

3. Inspection and testing forms.

E. RSN 21 25 00-4, Final Drawings:

1. Approval drawings in final ‘as-built’ condition.

F. RSN 21 25 00-5, Operation and Maintenance Manual:

1. Paper copy for system records box and digital copy.

2. Certified test reports.

3. Data previously approved in RSN 21 50 00-1, Qualifications and RSN 21 25 00-

3, Approval Drawings and Data.

4. As-built drawings in ANSI B format (11- by 17-inch).

5. Detailed step-by-step procedures for inspection, testing, and maintenance items.

Include photographs of key items.

6. Maintenance schedule in tabular form.

G. RSN 21 25 00-6, Delivery of Extra Materials:

1. Provide written letter detailing all extra materials delivered to site.

2. Letter must be signed by Contractor and COR for receiving extra materials.

H. RSN 21 25 00-7, Training Notification:

1. Notification to COR to schedule training.

1.05 SYSTEM DESCRIPTION

A. Design, furnish, and install a complete hybrid water mist fire suppression system in accordance with applicable codes, standards, and specifications. System includes the release panel, piping, detection, manual activation, electrical components, batteries, etc.

B. Protected Area:

1. Motor Control Room:

a. Approximate dimensions: 15.5 ft x 58.5 ft x 25 ft.

C. System Description:

1. Locate water and inert gas tanks in the air chamber 3 along the exterior of the west wall of the Control Room SCADA.

2. Install principal components inside manufacturer provided cabinet.

21 25 00 - 5

3. Releasing panel shall be supervised by main fire alarm panel.

4. Provide keyed maintenance switch and abort switch.

5. Coordinate design with Section 28 31 00 - Fire Detection and Alarm System and

Section 23 00 00 - Heating, Ventilating, and Air-Conditioning (HVAC) Systems.

6. Deionized water shall be used.

7. Provide locking mechanical isolation of the system from protected space.

D. Performance Requirements:

1. Smoke detector for protected area shall report directly to releasing panel. Note that additional smoke detection within protected area will report to main fire alarm panel and is specified within Section 28 31 00 – Fire Detection and Alarm System.

2. No cross zoning required.

3. Locate abort switch outside protected area.

4. Pull station will override keyed maintenance during maintenance mode.

5. System shall be provided with lockable mechanical valves for maintenance.

Mechanical valves shall be supervised by main fire alarm panel.

6. Provide electronic, digital tank scales for gas cylinder(s). Electronically monitor cylinder scale and water level switch(s).

7. Perform discharge test using inert gas and water.

8. Hybrid media retention time: as coordinated with New Mexico state fire marshal, but not less than 20 minutes.

a. Provide exterior building notification and interior building notification

(adjacent to the Control Room) for hybrid media release.

1.06 QUALIFICATIONS

A. Designer:

1. System documentation shall be prepared by a registered professional engineer, or

National Institute for Certification in Engineering Technologies (NICET) Level IV, certified with a minimum of three years’ experience in design of fire alarm systems for industrial facilities similar in size and scope.

2. System documentation shall be reviewed and certified by a…