Attachment_3B_Construction_Specifications_2.pdf

U.S. BUREAU OF LAND MANAGEMENT

Sloan Canyon National Conservation Area Visitor Center Contact Station

Henderson, Nevada

100% CONSTRUCTION DOCUMENTS

Project Specifications

Volume 2

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

August 16, 2021 https://www.google.com/url?sa=i&rct=j&q=&esrc=s&source=images&cd=&cad=rja&uact=8&ved=0ahUKEwjRj7qiodjPAhXJWT4KHYVGDwYQjRwIBw&url=https://en.wikipedia.org/wiki/United_States_Department_of_the_Interior&bvm=bv.135475266,d.cWw&psig=AFQjCNE6hwjlcWlUZf-LlmIR9a_KRGs4CQ&ust=1476464552848630� https://www.google.com/url?sa=i&rct=j&q=&esrc=s&source=images&cd=&cad=rja&uact=8&ved=0ahUKEwjT2oXhoNjPAhVFVD4KHbUhAc4QjRwIBw&url=https://reports.blm.gov/reports.cfm?application%3DRAS&psig=AFQjCNGX6gpX3AX_gs4hjn1ylozu8zkjlw&ust=1476464381007529�

TABLE OF CONTENTS TOC - 1

Sloan Canyon National Conservation Area Visitor Center Contact Station

Project Specifications - Table of Contents

VOLUME 1

000105 Certifications

DIVISION 01 - GENERAL REQUIREMENTS

011000 Summary 013100 Project Management and Coordination 013200 Construction Progress Documentation 013233 Photographic Documentation 013300 Submittal Procedures 014000 Quality Requirements 015000 Temporary Facilities and Controls 017300 Execution 017329 Cutting and Patching 017419 Construction Waste Management and Disposal 017700 Closeout Procedures 017823 Operation and Maintenance Data 017839 Project Record Documents 017900 Demonstration and Training 019113 General Commissioning Requirements

DIVISION 02 – EXISTING CONDITIONS

024119 Selective Demolition

DIVISION 03 - CONCRETE

031000 Concrete Forming and Accessories 032000 Concrete Reinforcing 033000 Cast-in-place Concrete 033033 Rammed Earth 033543 Polished Concrete Finishing

DIVISION 04 - MASONRY

042000 Unit Masonry 042613 Masonry Veneer

DIVISION 05 - METALS

051200 Structural Steel Framing 052100 Steel Joist Framing 053100 Steel Decking 054000 Cold-formed Metal Framing 055000 Metal Fabrications 055213 Pipe and Tube Railings

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

061000 Rough Carpentry

TABLE OF CONTENTS TOC - 2

061600 Sheathing 064116 Plastic-Laminate-Clad Architectural Cabinets

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

072100 Thermal Insulation 072726 Fluid-Applied Membrane Air Barriers 074646 Fiber-Cement Siding and Soffit 075423 Thermoplastic-Polyolefin (TPO) Roofing 076200 Sheet Metal Flashing and Trim 079200 Joint Sealants

DIVISION 08 - OPENINGS

081113 Hollow Metal Doors and Frames 081416 Flush Wood Doors 083113 Access Doors and Frames 084113 Aluminum-Framed Entrances 084413 Glazed Aluminum Curtain Walls 087100 Door Hardware 088000 Glazing

DIVISION 09 - FINISHES

092216 Non-Structural Metal Framing 092900 Gypsum Board 093013 Ceramic Tiling 095113 Acoustical Panel Ceilings 096513 Resilient Base and Accessories 099113 Exterior Painting 099123 Interior Painting 099600 High-performance Coatings

DIVISION 10 - SPECIALTIES

101400 Building Signage

102113.17 Phenolic-Core Toilet Compartments

102800 Toilet, Bath, and Laundry Accessories 104413 Fire Protection Cabinets 104416 Fire Extinguishers

DIVISION 11 - EQUIPMENT

113013 Residential Appliances

DIVISION 12 - FURNISHINGS

122413 Roller Window Shades

123661.16 Solid Surfacing Countertops

DIVISION 13 – SPECIAL CONSTRUCTION

Not Used

TABLE OF CONTENTS TOC - 3

VOLUME 2

DIVISION 21 – FIRE PROTECTION

210200 Basic Fire Suppression Requirements 210548 Vibration and Seismic Controls for Fire Suppression Piping and Equipment 211100 Facility Fire-Suppression Water-Service Piping 211300 Fire Suppression Water-Service Piping 213113 Pre-Fabricated Fire Pump System 214126 Fire Protection Fiberglass Underground Tank

DIVISION 22 - PLUMBING

220000 Basic Plumbing Requirements 220300 Electrical Equipment and Wiring Coordination for Plumbing Systems 220513 Common Motor Requirements for Plumbing Equipment 220519 Meters and Gauges for Plumbing Piping 220523 General-Duty Valves for Plumbing Piping 220548 Vibration and Seismic Controls for Plumbing Piping and Equipment 220553 Identification for Plumbing Piping and Equipment 220700 Plumbing Insulation 221005 Plumbing Piping 221006 Plumbing Piping Specialties 223000 Plumbing Equipment 224000 Plumbing Fixtures

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

230200 Basic HVAC Requirements 230300 Electrical Equipment and Wiring Coordination for HVAC Systems 230513 Common Motor Requirements for HVAC Equipment 230548 Vibration and Seismic Controls for HVAC Piping and Equipment 230553 Identification for HVAC Piping and Equipment 230593 Testing, Adjusting, and Balancing for HVAC 230713 Duct Insulation 230719 HVAC Piping Insulation 230913 Instrumentation and Control Devices for HVAC 230923 Direct-Digital Control System for HVAC 232300 Refrigerant Piping 233100 HVAC Ducts and Casings 233300 Air Duct Accessories 233423 HVAC Power Ventilators 233700 Air Outlets and Inlets 237200 Energy Recovery Devices 238114 Packaged Air Conditioners 238129 Variable Refrigerant Flow (VRF) HVAC System

DIVISION 26 - ELECTRICAL

260200 Basic Electrical Requirements 260519 Low Voltage Power Conductors and Cables 260526 Grounding and Bonding for Electrical Systems 260529 Hangers and Supports for Electrical Systems

260533.13 Conduit

260533.16 Boxes for Electrical Systems

TABLE OF CONTENTS TOC - 4

260553 Identification for Electrical Systems 260583 Wiring Connections 260923 Lighting Control Devices 262100 Low-Voltage Electrical Service Entrance 262200 Low-Voltage Transformers 262416 Panelboards 262726 Wiring Devices 262813 Fuses

262816.16 Enclosed Switches

263100 Photovoltaic Collectors 265100 Interior Lighting 265600 Exterior Lighting

DIVISION 27 - COMMUNICATIONS

270600 Telecommunications Wiring System 270601 Data Voice wiring in Telecomm Room 271005 Structured Cabling for Voice and Data - Inside-Plant

DIVISION 28 – SECURITY AND FIRE ALARM & DETECTION

284600 Fire Detection and Alarm

DIVISION 31 - EARTHWORK

311000 Site Clearing 312000 Earth Moving 313700 Landscape Boulders and Bedding

DIVISION 32 - EXTERIOR IMPROVEMENTS

321216 Asphalt Paving 321313 Concrete Paving 321713 Parking Bumpers 321723 Pavement Markings 323119 Decorative Metal Fences and Gates 323300 Crushed Gravel Walks and Surfaces 323533 Wood Bench Seating 329220 Seeding 329300 Plants 328750 Prefabricated Picnic Shelter 329400 Site Furnishings

DIVISION 33 - UTILITIES

330500 Common Work Results for Utilities 330563 Concrete Vault and Chamber 331220 Pitless Booster Station 334200 Stormwater Conveyance

APPENDIX A

Geotechnical Engineering Report Geotechnical Engineering Addendum No. 1

END OF TABLE OF CONTENTS

BLM SLOAN CANYON NATIONAL CONSERVATION AREA

VISITOR CENTER CONTACT STATION

U.S. Bureau of Land Management - Southern Nevada District

BASIC FIRE SUPPRESSION REQUIREMENTS 210200 - 1

SECTION 210200 - BASIC FIRE SUPPRESSION REQUIREMENTS

PART 1 GENERAL

1.1 Applicable Scope

A. The Basic Fire Suppression requirements stated herein shall only apply to the Division 21 specifications.

B. The Division 21 Contractor shall comply with the requirements of this section OR the Division 01 General Requirements; whichever are MORE stringent.

C. The General Provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections and Contract Documents apply to work in this section. Consult them for further instructions and be governed by the requirements thereunder.

1.2 SECTION INCLUDES

A. Summary of work

B. Regulatory and Code Requirements

C. Referenced Standards

D. Product Options and Substitutions

E. Submittals

F. Quality Assurance

G. Coordination

H. Delivery, Storage, and Handling

I. Field Conditions

J. Cleaning

K. System and Equipment Start-Up

L. Final Observation

M. Operation and Maintenance Data

N. Demonstrations

O. Project Record Drawing

P. Warranty

BASIC FIRE SUPPRESSION REQUIREMENTS 210200 - 2

Q. Contract Closeout Procedure

1.3 RELATED REQUIREMENTS

A. Division 01 - General Requirements

B. Division 21 - Fire Suppression

1.4 DEFINITIONS

A. "Provide" means Contractor is responsible for the furnishing and installation of.

B. "Exposed" means in equipment rooms, unfinished areas, above "pushup" ceilings, accessible pipe tunnels, exposed in occupied spaces, etc. where pipe is accessible.

C. "Concealed" means in such spaces as pipe chases, pipe trenches, above drywall ceilings, in walls and buried where pipe is inaccessible when building is completed.

D. Mechanical Room” means any space or area which contains equipment providing fire suppression and distribution capabilities. These spaces are defined as “Mechanical Rooms” even if they are called by another name (i.e. fire entry/pump room, machine room, etc.).

1.5 SUMMARY OF WORK

A. Work Included: Furnish all labor and materials and perform all operations necessary for the installation of complete and operating fire suppression systems subject to the conditions of the contract. The work also includes the completion of such fire suppression and electrical details not mentioned or shown which are necessary for the successful operation of all systems; this includes the furnishing of all materials for filling systems to make them operable, including water, oil and grease. Prove satisfactory operation of all equipment and controls to the Government on request.

B. Work Not Included (Specified Elsewhere): Certain labor and materials may be furnished and/or installed under other divisions of these specifications. Coordinate with other trades and arrange the work to make the parts fit together. The following items are to be accomplished under other divisions of these specifications.

1. Fixed concrete bases for fire suppression equipment: Division 03. Anchor bolts, setting diagrams, base sizes and other required information furnished under Division 21.

2. Concrete for inertia bases for fire suppression equipment: Division 03. Steel forms provided under Division 21.

3. Masonry wall opening lintels: Division 04.

4. Wall openings and Chases: Under applicable sections according to information furnished under Division 21.

5. Access Panels: Furnished and located by Division 21 installer as specified in Division 08 for installation by appropriate trades.

6. Painting (except mechanical identification systems): Division 09.

BASIC FIRE SUPPRESSION REQUIREMENTS 210200 - 3

C. Inspection

1. Inspect work proceeding or interfacing with work of Division 21 Sections and report any known or observed defects that affect the work to the General Contractor. Do not proceed with work until defects are corrected.

1.6 REGULATORY AND CODE REQUIREMENTS

A. Apply for and pay for all fees, licenses and inspections for this Division of work

B. Comply with requirements of the Utility Companies. In the case of differences between these requirements and ordinances, the most stringent shall govern. Coordinate inspection with government.

C. Applicable Building Codes and Ordinances include but are not limited to the following:

1. International Building Code, 2015 Edition, .

2. International Fire Code, 2015 Edition.

3. International Energy Code, 2015 Edition.

4. NFPA 13 - Installation of Sprinkler Systems, 2016 Edition

5. NFPA 14 - Installation of Standpipe and Hose Systems, 2016 Edition

6. NFPA 20 - Centrifugal Fire Pumps, 2016 Edition

7. NFPA 70 - National Electrical Code, 2014 Edition

8. NFPA 72 - National Fire Alarm Code, 2016 Edition

9. Governing (AHJ) Fire Department Requirements

10. Jurisdictional Utility Company Requirements

11. State and Federal Safety and Health Laws

1.7 REFERENCE STANDARDS

A. For products or workmanship specified by association, trade, or Federal Standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes.

B. Refer to section 1.6 above for the edition of the standard that shall be used.

C. When required by individual Specifications section, obtain copy of standard. Maintain copy at job site during work until Substantial Completion.

D. Schedule of referenced organizations: See Division 01.

1.8 PRODUCT OPTIONS AND SUBSTITUTIONS

A. Refer to Division 01 for requirements.

1.9 SUBMITTALS

A. Refer to Division 01 for requirements.

BASIC FIRE SUPPRESSION REQUIREMENTS 210200 - 4

B. Submit material samples, shop drawings and product data as required by various sections of Division 21. Make submittals to Government. Do not make submittals directly to the Engineer.

C. Submittals shall be made electronically using combined PDFs.

D. Individual section submittals are not acceptable. Submittals shall be grouped for efficiency. The MAXIMUM number of first round submittals for this Division shall not exceed (1) ONE submittals.

E. The government shall be reimbursed, by the contractor, for time and expenses incurred reviewing any submittals requiring more than two rounds in order for approval to be achieved.

F. Submittals, depending on type, shall be processed in a different manner as follows:

1. Equipment & Materials: Submit submittals for all materials and equipment named in these specifications except as identified above. Specifically the following submittals shall be required:

a. Product data on all fixtures and equipment, including items called out by manufacturers name and model number.

b. All equivalent alternates or substituted items.

c. All changes from the plans or specifications.

d. Any additional submittals required by the various sections of Division 21 including but not limited to: shop drawings, samples, certificates, delegated design data, test reports, source/field quality control, sustainable design documentation, qualification statements, warranty documentation.

G. Equivalents & Substitutions: Where a product, other than the basis of design, is used the contractor shall be responsible for coordinating any differences. These differences include but are not limited to the following: changes required in piping, electrical wiring/service, space allocation, etc... The contractor shall be responsible to make all changes required to accommodate this equivalent product or substituted product. Any cost based change orders driven by this change shall be covered by the contractor;

including costs from other trades.

H. Review of submittals, including shop drawings, is for general conformance with the design concept of the project and does not relieve this Contractor from the responsibility of furnishing equipment and materials of proper dimension, size, quantity, quality and all performance characteristics to efficiently perform the requirements and intent of the contract documents. Review does not relieve this Contractor from responsibility for errors on the submittals. Approval of a specific item does not include approval of the assembly of which the item is a component. If the submittals deviate from the contract documents, advise the Government of the deviations in writing accompanying the submittals, including the reasons for the deviations. Coordinate all required changes with the other trades affected. If the Contractor occasions the changes, he shall pay any costs involved.

I. The Contractor shall contact the government to request a list of non-Division 21 submittals that may be related to Division 21 work that the government would like to review during the course of the submittal process.

BASIC FIRE SUPPRESSION REQUIREMENTS 210200 - 5

J. Do not begin work until associated submittals have been approved and returned.

K. Operation and Maintenance Manuals: All submittal information in addition to operating and maintenance information shall be included in the Operation and Maintenance Manual. See Operation and Maintenance Data section of this specification.

1.10 QUALITY ASSURANCE

A. Designer Qualifications (applicable to Delegated Design scope where noted): Perform design under direct supervision of a Professional Engineer experienced in design of this type of work and licensed in the State in which the Project is located.

B. Manufacturer Qualifications: Company specializing in manufacturing products specified in this section, with not less than three years of documented experience.

C. Preparation: Base final installation of materials and equipment on actual dimensions and conditions at the project site. Field measure for materials or equipment requiring exact fit.

D. Workmanship: Perform work in accordance with good commercial practice. The appearance of the finished work shall be of importance. All components shall be installed cleanly in a professional manner; where exposed, components shall be installed at right angles parallel to building walls while being high and tight as possible to structure. The Government may reject work if workmanship and appearance are not satisfactory.

E. Installation Procedures: Confer and cooperate with other trades and coordinate the work in proper relation with theirs. Coordinate ceiling cavity space carefully with other trades.

F. Properly locate anchors, chases, recesses and openings required for the proper installation of the work. Arrange with the proper contractors for the building of anchors, etc. and for the leaving of the required chases, recesses and openings including required space for fire dampers and sleeves.

G. Install all work to permit removal (without damage to other parts) of pumps, controllers and all other parts which might require periodic replacement or maintenance. Arrange pipes and equipment to permit ready access to valves, starters, motors, control components and to clear the openings of doors and of access panels.

H. Offsets, transitions and changes in direction in pipes shall be made as required.

Maintain proper head room and pitch of sloping pipes whether or not indicated on the drawings. Furnish and install all fittings as required to effect these offsets, transitions and changes in direction.

I. Install equipment and materials in accordance with manufacturers' recommendations unless specifically indicated otherwise, or where local codes or regulations take precedence.

J. Conceal all piping in finished areas of the building except where otherwise noted on the drawings.

BASIC FIRE SUPPRESSION REQUIREMENTS 210200 - 6

K. Protection

1. Where there are existing facilities, be responsible for the protection thereof, whether or not such facility is to be removed or relocated. Moving or removing any facility must be done so as not to cause interruption of the work or Government operation.

2. Close ends of pipe during construction with caps or plugs to prevent entry of foreign material. Protect insulation against dirt, water, chemical or mechanical damage before, during and after installation. Protect fixtures and equipment against damage during mechanical work.

3. Provide protection for concrete slabs where cutting or threading of piping occurs, storage of equipment, etc.

1.11 COORDINATION

A. General: Coordinate and order the progress of fire suppression work to conform to the General Contractor's schedule and the progress of the work of the other trades.

Complete the entire installation as soon as the condition of the building will permit.

B. Design Drawings and Specifications

1. Fire suppression drawings are intended to supplement the performance based specification. Drawings are not to be scaled for dimensions. Take all dimensions from Architectural drawings, certified equipment drawings and from the structure itself before fabricating any work. Verify all space requirements, coordinating with other trades, and install the systems in the space provided without extra charges to the Government.

2. Examine ALL Drawings and Specifications for other Divisions of the work, and if any discrepancies occur between the plans for the work of this Division and the plans for the work of others, report such discrepancies to the General Contractor and obtain written instructions for any changes necessary.

3. The precedence of fire suppression construction documents is as follows:

a. Addenda and modifications to the Drawings and Specifications take precedence over the original Drawings and Specifications.

b. Should there be a conflict within the Specifications or within Drawings of the same scale, the more stringent or higher quality requirements shall apply.

c. In the Drawings, the precedence shall be Drawings of larger scale over those of smaller scale, figured dimensions over scaled dimensions and noted materials over graphic indications.

d. Should a conflict arise between the Drawings and the Specifications for products indicated on the Drawings, the Specifications shall have precedence.

e. Should there be a conflict in dimensions or locations between Fire Suppression Drawings and Architectural Drawings, the Architectural Drawings shall have precedence.

C. Utility Coordination:

1. Refer to Division 01 for requirements.

BASIC FIRE SUPPRESSION REQUIREMENTS 210200 - 7

D. Cutting and Patching: The fire suppression contractor shall be responsible for the cost of cutting and patching for work under Division 21 caused by improper coordination or notification. Comply with the requirements of Division 01.

E. Refer to Electrical One-line diagrams for the required Amps Interupting Capacity (AIC) rating of all electrical devices.

1.12 COORDINATION DRAWINGS

A. The mechanical/plumbing contractor shall facilitate coordination meetings with the General Contractor, Electrical Contractor, Fire Protection Contractor, Low Voltage Contractor and other required trades to provide an AIA G202-2013 Level of Development (LOD) 400 level "fabrication model" for the creation of coordination/fabrication drawings/model. This fabrication model shall be created using a Building Information Modeling (BIM) software that is approved by the Government.

B. This model and resulting drawings shall be coordinated prior to fabrication and construction.

C. Coordinated drawings shall show systems installed in the space provided, free of conflicts, without any extra charges to the Government.

1.13 DELIVERY, STORAGE, AND HANDLING

A. Refer to Division 01 for requirements.

1.14 FIELD CONDITIONS

A. Ambient Conditions: Ambient conditions (pre, during and post install) shall be within the requirements of the selected product manufacturer.

1.15 CLEANING

A. Comply with Division 01.

B. Clean exposed surfaces of piping, hangers and other exposed items of grease, dirt or other foreign material. Remove rubbish and debris resulting from the operations and leave equipment spaces clean and ready for use. Refinish or repaint items at the discretion of the Government.

1.16 SYSTEM AND EQUIPMENT START-UP

A. System and equipment start-up shall be as identified with the various specification sections of Division 21.

B. Inspect preceding work to ensure that:

1. Electrical: Verify with Division 26 contractor that:

a. Temporary services are disconnected and permanent utility services are capable of full load.

b. Connections in main switchgear and sub-panels are tight.

BASIC FIRE SUPPRESSION REQUIREMENTS 210200 - 8

c. Necessary tests and check meter readings have been made.

d. Wiring to motors and controls required for operational smoke and fire protection code demonstrations are complete.

2. Fire Suppression:

a. Specified tests on piping and related systems have been made.

b. Operational and performance tests have been made.

c. Each piece of equipment comprising a part of system has been checked for proper lubrication, drive rotation, proper control sequence, and any other condition that may cause damage to equipment or endanger personnel.

C. Start-Up and Testing:

1. Notify Government at least two (2) days in advance of the start-up of fire suppression systems.

2. Complete tests required by code authorities including smoke detection and fire suppression codes.

3. After test runs have been completed and systems have been demonstrated to be satisfactory and ready for permanent operation, properly adjust valve and pump packings, secure drive guards in place, check lubrication and replenish if required.

4. If systems are not to continue in use following the start-up procedures take steps to insure against accidental operation or operation by unauthorized personnel.

1.17 FINAL OBSERVATION

A. Refer to Division 01 for requirements.

1.18 OPERATION AND MAINTENANCE DATA

A. Refer to Division 01 for requirements.

1.19 DEMONSTRATIONS

A. Refer to Division 01 for requirements.

1.20 PROJECT RECORD DRAWING

A. Refer to Division 01 for requirements.

1.21 WARRANTY

A. Comply with Division 01.

B. All materials and equipment shall be new unless otherwise specified.

C. Provide a written warranty to the Government covering the entire fire suppression work to be free from defective materials, equipment and workmanship for a period of (1) one year(s) after Date of Acceptance. During this period provide labor and materials as required to repair or replace defects at no additional cost to the Government. Provide certificates (include in O & M Manuals) for such materials or equipment which have

BASIC FIRE SUPPRESSION REQUIREMENTS 210200 - 9

warranties in excess of (1) one year(s). Include dates of start and end of the warranty and manufacturer's representative name and telephone number.

D. This warranty will be superseded by warranty modifications resulting from use of equipment for construction heating or cooling.

1.22 CONTRACT CLOSEOUT PROCEDURE

A. Comply with Division 01.

B. Approval for final payment will not be given until the following items have been submitted and reviewed. Refer to other sections of these specification for specific requirements:

1. Project Record Drawings.

2. Record of Piping Tests.

3. Operation and Maintenance Manuals.

4. Equipment Start-Up Logs.

5. Keys for Panels, etc.

6. Spare Equipment or Material Parts.

PART 2 PRODUCTS

2.1 Not Applicable

PART 3 EXECUTION

3.1 Not applicable

END OF SECTION

BASIC FIRE SUPPRESSION REQUIREMENTS 210200 - 10

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VIBRATION AND SEISMIC CONTROLS FOR FIRE SUPPRESSION

PIPING AND EQUIPMENT

210548 - 1

SECTION 210548 - VIBRATION AND SEISMIC CONTROLS FOR FIRE SUPPRESSION

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Seismic snubber assemblies.

B. Seismic restraints for suspended components and equipment.

1.2 RELATED REQUIREMENTS

A. Section 01 4000 - Quality Requirements

B. Section 033000 - Cast-in-Place Concrete.

1.3 PERFORMANCE REQUIREMENTS

A. Seismic-Restraint Loading:

1. Site Class as Defined in the IBC: C.

2. Assigned Seismic Use Group or Building Category as Defined in the IBC: D.

a. Component Importance Factor: 1.

3. Design Spectral Response Acceleration at Short Periods (0.2 Second): 0.737g%.

4. Design Spectral Response Acceleration at 1-Second Period: 0.291g %.

1.4 REFERENCE STANDARDS

A. ASCE 7 - Minimum Design Loads for Buildings and Other Structures; 2010, with 2013 Supplements and Errata.

B. FEMA E-74 - Reducing the Risks of Nonstructural Earthquake Damage; 2011.

C. NFPA 13 - Standard for the Installation of Sprinkler Systems; 2016.

1.5 SUBMITTALS

A. See Section 013100 - Project Management and Coordination and Section 21 0200 Basic Fire Suppression Requirements, for submittal procedures.

B. Delegated Design Submittal - Seismic Restraints:

1. Delegated Design Submittal: Seismic restraints may be required for this project.

A delegated design submittal shall be supplied through the mechanical contractor for seismic restraints. This submittal, following the requirements identified here-in, shall identify the specific seismic restraint requirements for the project.

2. Design Calculations:

http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASCE%207-10 http://www.fema.gov/ http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=NFPA%2013

210548 - 2

a. Include the calculations that indicate compliance with the applicable building code for seismic controls and the vibration isolator manufacturer's requirements.

b. Include the seal of the Professional Structural Engineer registered in the State of NV in which the Project is located, on the drawings and calculations which at a minimum include the following:

1) Seismic Restraint Details: Detailed drawings of seismic restraints and snubbers including anchorage details that indicate quantity, diameter, and depth of penetration, edge distance, and spacing of anchors.

2) Equipment Seismic Qualification Certification: Certification by the manufacturer or responsible party that each piece of equipment provided will withstand seismic force levels as specified in the applicable building code for seismic controls.

a) Basis for Certification: Indicate whether the withstand certification is based on actual testing of assembled components, on calculations, or on historic data.

b) Indicate equipment to be sufficiently durable to resist design forces and or remain functional after the seismic event.

3) Dimensioned outline drawings of equipment identifying center of gravity, locations, and provisions for mounting and anchorage.

4) Detailed description of the equipment anchorage devices on which the certifications are based.

5) Statement of Special Inspections: Prepared by the registered design professional in responsible charge.

a) See Division 01 for additional requirements.

3. Product Data:

a. Provide manufacturer's product literature documenting compliance with

PART 2 PRODUCTS.

b. Include seismic rating documentation for each isolator and restraint component accounting for horizontal, vertical, and combined loads.

4. Shop Drawings:

a. Provide schedule of vibration isolator type with location and load on each.

b. Fully dimensioned fabrication drawings and installation details for vibration isolation bases, member sizes, attachments to isolators, and supported equipment.

c. Include auxiliary motor slide bases and rails, base weights, inertia bases, concrete weights, equipment static loads, support points, vibration isolators, and detailed layout of isolator location and orientation with static and dynamic load on each isolator.

d. Include selections from prescriptive design tables that indicate compliance with the applicable building code and the vibration isolator manufacturer's requirements.

e. Clearly indicate the load and capacity assumptions selected. Include copies of any calculations.

210548 - 3

1.6 QUALITY ASSURANCE

A. Comply with applicable building code.

B. Perform design and installation in accordance with applicable codes.

C. Designer Qualifications: Perform design under direct supervision of a Professional Engineer experienced in design of this type of work and registered and licensed in the State in which the Project is located.

PART 2 PRODUCTS

2.1 MANUFACTURERS

A. Manufacturers: Subject to compliance with requirements, provide products by one of the following.

1. AFCON

2. Kinetics Noise Control, Inc.

3. Mason Industries

4. PHD Manufacturing, Inc

5. TOLCO, a product of Eaton Corporation

6. Vibro-Acoustics

7. The VMC Group

2.2 PERFORMANCE REQUIREMENTS

A. General:

1. All vibration isolators, base frames and inertia bases to conform to all uniform deflection and stability requirements under all operating loads.

2. Steel springs to function without undue stress or overloading.

3. Steel springs to operate in the linear portion of the load versus deflection curve over deflection range of not less than 50 percent above specified deflection.

4. Lateral to vertical stiffness ratio to not exceed 0.08 with spring deflection at minimum 75 percent of specified deflection.

5. All equipment mounted on vibration isolated bases to have minimum operating clearance of 2 inches between the base and floor or support beneath unless noted otherwise.

2.3 VIBRATION ISOLATORS

A. Seismic Type:

1. Products to be listed in accordance with the requirements of NFPA 13.

2. Coil Springs Consisting of Single Elements:

a. Housing: Manufactured from cast iron material.

b. Ductile Material: Designed and rated for seismic applications.

c. Spring: Restrained by housing without significant degradation of vibration isolation capabilities during normal equipment operating conditions.

210548 - 4

d. Resilient Snubbing Grommet System: Incorporated and designed with clearances of no more than 0.25 inch in any direction preventing direct metal-to-metal contact between supported member and fixed restraint housing.

e. Resilient Pad: Located in series with spring.

f. Coil Springs: Color coded elements to have a lateral stiffness greater than

0.8 times the rated vertical stiffness with 50 percent overload capacity.

g. Finish: Suitable for the application.

3. Directional Elastomeric:

a. Material: Molded from oil, ozone, and oxidant resistant compounds.

b. Operating Parameters: Designed to operate within the isolator strain limits providing maximum performance and service life.

c. Attachment Method: Encapsulated load transfer plate bolted to equipment and base plate with anchor hole bolted to supporting structure.

d. Rating: Cast iron and aluminum housings rated for seismic restraint applications.

e. Minimum Operating Static Deflections: Deflections indicated in project documents are not to exceed published load capacities.

2.4 SEISMIC SNUBBER ASSEMBLIES

A. Products to be listed in accordance with the requirements of NFPA 13.

B. Omni Directional External:

1. Application: Minimum four (4) snubbers are required for each stable equipment installation, oriented properly to restrain isolated equipment in lateral directions.

2. Construction: Steel construction attached to the building structure and equipment in a manner consistent with anticipated design loads.

3. Performance: Equipment movement at each snubber location limited to a maximum of 0.25 inches in any direction without significantly degrading the vibration isolation capability of the isolator during normal operating conditions.

4. Resilient Pad: Minimum 0.25 inches thick cushions any impact and prevents metal to metal contact.

2.5 SEISMIC RESTRAINTS FOR SUSPENDED COMPONENTS AND EQUIPMENT

A. Products to be listed in accordance with the requirements of NFPA 13.

B. Cable Restraints:

1. Wire Rope: Steel wire strand cables sized to resist seismic loads in lateral directions.

2. Protective Thimbles: Eliminates potential for dynamic cable wear and strand breakage.

3. Size: Based on the lesser of cable capacity or anchor load taking into account bracket geometry.

4. Connections:

a. Use overlapping wire rope U clips, cable clamping bolts, swaged sleeves or seismically rated tool-less wedge insert lock connectors.

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b. Internally brace clevis hanger bracket cross bolt to prevent deformation.

5. Vertical Suspension Rods: Attach required bracing of sufficient strength to prevent rod buckling from vertical compression forces utilizing series of attachment clips.

C. Rigid Restraints:

1. Structural Element: Sized to resist seismic loads in lateral directions and carry both compressive and tensile loading.

2. Size: Based on the lesser of cable capacity or anchor load taking into account bracket geometry.

3. Connections: Internally brace clevis hanger bracket cross bolt to prevent deformation.

4. Static Support System: Anchorage capable of carrying additional tension loads generated by the vertical component of the rigid brace compression which is additive to any static load requirements on the system.

5. Vertical Suspension Rods: Attached required bracing of sufficient strength to prevent rod buckling from vertical compression forces utilizing series of attachment clips.

PART 3 EXECUTION

3.1 INSTALLATION - SEISMIC

A. Comply with the following:

1. Install in accordance with manufacturer's instructions.

2. Comply with the requirements of ASCE 7, FEMA E-74, and NFPA 13.

B. Provide end of line restraint.

C. Seismic Snubbers:

1. Install on all isolated equipment.

2. Provide minimum of four seismic snubbers located close to isolators.

3. Snub equipment designated for post-disaster use to 0.05 inch maximum clearance.

4. Snub all other equipment between 0.15 inch and 0.25 inch clearance.

D. Piping:

1. Provide seismic bracing.

2. Provide supports, braces, and anchors to resist gravity and seismic design forces.

3. Provide flexible connections between floor mounted equipment and suspended piping; between unbraced piping and restrained suspended items; as required for thermal movement; at building separations and seismic joints; and wherever relative differential movements could damage pipe in an earthquake.

4. Brace every run 5.0 feet or more in length with two transverse and one longitudinal bracing locations.

5. Pipes and Connections Constructed of Ductile Materials (copper, ductile iron, steel or aluminum and brazed, welded or screwed connections):

a. Provide transverse bracing at spacing not more than 40.0 feet on center.

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b. Provide longitudinal bracing at spacing not more than 80.0 feet on center.

6. Pipes and Connections Constructed of Non Ductile Materials (listed plastic pipe):

a. Provide transverse bracing at spacing not more than 20.0 feet on center.

b. Provide longitudinal bracing at spacing not more than 40.0 feet on center.

7. Provide lateral restraint for risers at not more than 30 feet on center or as required for horizontal runs, whichever is less.

8. Piping Explicitly Exempt from Seismic Bracing Requirements:

a. Provide flexible connections between piping and connected equipment, including in-line devices such as VAV boxes and reheat coils.

b. Install piping such that swinging of the pipes will not cause damaging impact with adjacent components, finishes, or structural framing while maintaining clear horizontal distance of 67 percent of the hanger length between subject components.

c. Provide swing restraints as required to control potential impact due to limited space between subject components.

9. Use of proprietary restraint systems with a certificate of compliance, verified and listed by an accredited inspection body is acceptable (pending shop drawing approval), as an alternative to project specific seismic bracing design.

10. Re-use of Existing Hangers:

a. Re-using existing hangers at locations of seismic bracing are to be judged on a case-by-case basis by the registered project design professional.

b. Unless otherwise shown on drawings, it is assumed all hangers supporting new piping, located at a seismic brace, will be new.

E. Floor and Base-Mounted Equipment, Vibration Isolated Equipment and associated Vibration and Seismic Controls for Connections:

1. Install equipment anchorage items designed to resist seismic design force in any direction.

2. Install vibration and seismic controls designed to include base and isolator requirements.

3. Provide flexible connections between equipment and interconnected piping.

4. Provide isolators and restraints designed for amplified code forces and with demonstrated ability to resist required forces including gravity, operational and seismic forces.

5. Where equipment is not designed to be point loaded, provide base capable of transferring gravity and seismic demands from equipment to isolator base plate anchorage.

6. Where concrete floor thickness is less than required for expansion anchor installation, install through bolt in lieu of expansion anchor.

7. Where timber/wood floor or other substrate is inadequate for installation of lag bolts, screws or other mechanical fasteners, install supplemental framing or blocking to transfer loads to structural elements.

F. Wall mounted Mechanical Equipment:

1. Provide support and bracing to resist seismic design force in any direction.

2. Install backing plates or blocking as required to deliver load to primary wall framing members.

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3. Anchoring to gypsum wallboard, plaster or other wall finish that has not been engineered to resist imposed loads is not permitted.

3.2 FIELD QUALITY CONTROL

A. See Section 014000 - Quality Requirements, for additional requirements.

B. Inspect isolated equipment after installation and submit report. Include static deflections.

C. Perform testing and inspections of the installation in accordance with Division 01 - Code-Required Special Inspections.

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FACILITY FIRE-SUPPRESSION WATER-SERVICE PIPING 211100 - 1

SECTION 211100 - FACILITY FIRE-SUPPRESSION WATER-SERVICE PIPING

1.1 SECTION INCLUDES

A. Water pipe.

B. Bedding and cover materials.

C. Accessories.

1.2 RELATED REQUIREMENTS

A. Section 033000 - Cast-in-Place Concrete.

B. Section 210500 - Common Work Results for Fire Suppression.

C. Section 211300 - Fire-Suppression Sprinkler Systems.

D. Section 312316 - Excavation.

E. Section 312316.13 - Trenching.

F. Section 312323 - Fill.

1.3 REFERENCE STANDARDS

A. ACI 318 - Building Code Requirements for Structural Concrete and Commentary; 2011.

B. ASTM C94/C94M - Standard Specification for Ready-Mixed Concrete; 2015.

C. AWWA C104/A21.4 - Cement-Mortar Lining for Ductile-Iron Pipe and Fittings for Water;

2013.

D. AWWA C105/A21.5 - Polyethylene Encasement for Ductile-Iron Pipe Systems; 2010.

E. AWWA C111/A21.11 - Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and Fittings; 2012.

F. AWWA C600 - Installation of Ductile-Iron Water Mains and Their Appurtenances; 2010.

G. NFPA 13 - Standard for the Installation of Sprinkler Systems; 2016.

1.4 ADMINISTRATIVE REQUIREMENTS

A. Preinstallation Meeting: Conduct a preinstallation meeting one week prior to the start of the work of this section; require attendance by all affected installers.

B. Sequencing: Ensure that utility connections are achieved in an orderly and expeditious manner.

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FACILITY FIRE-SUPPRESSION WATER-SERVICE PIPING 211100 - 2

1.5 SUBMITTALS

A. See Section 013000 - Administrative Requirements and Section 21 0200 Basic Fire Suppression Requirements for submittal procedures.

B. Product Data:

1. Include data on pipe materials, pipe fittings, valves, and accessories.

2. Provide manufacturer's catalog information.

3. Show grooved joint couplings, fittings, valves, and specialties on drawings and product submittals, specifically identified with the manufacturer's style or series designation.

C. Test Reports: Factory certified tests to verify that short-term rupture strength for RTRP I (filament bound) jointing is 1,500 psi or greater.

D. Field Quality Control Submittals: Testing activities.

E. Project Record Documents:

F. Maintenance Data: Include installation instructions, spare parts lists, and exploded assembly views.

G. Maintenance Materials: Furnish the following for Government's use in maintenance of project.

1. See Section 016000 - Product Requirements for additional provisions.

2. Valve Repacking Kits: One for each type and size of valve.

1.6 QUALITY ASSURANCE

A. Maintain at the project site a copy of each referenced document that prescribes execution requirements.

B. Product Listing Organization Qualifications: An organization recognized by OSHA as a Nationally Recognized Testing Laboratory (NRTL) and acceptable to authorities having jurisdiction.

C. Provide grooved joint couplings, fittings, valves, specialties, and grooving tools from a single manufacturer.

D. Date stamp castings used for coupling housings, fittings, and valve bodies for quality assurance and traceability.

1.7 DELIVERY, STORAGE, AND HANDLING

A. Accept valves on site in shipping containers with labeling in place. Inspect for damage.

B. Provide temporary protective coating on cast iron and steel valves.

C. Provide temporary end caps and closures on piping and fittings. Maintain in place until installation.

FACILITY FIRE-SUPPRESSION WATER-SERVICE PIPING 211100 - 3

1.8 FIELD CONDITIONS

A. Do not install underground piping when bedding is wet or frozen.

PART 2 PRODUCTS

2.1 WATER PIPE

A. Ductile Iron Pipe: Listed, AWWA C104/A21.4:

1. Fittings: Ductile iron, standard thickness.

2. Joints: AWWA C111/A21.11, styrene butadiene rubber (SBR) or vulcanized SBR gasket with rods.

3. Jackets: AWWA C105/A21.5 polyethylene jacket.

2.2 BEDDING AND COVER MATERIALS

A. Bedding: As specified in Section 312316.13.

B. Cover: As specified in Section 312316.13.

2.3 ACCESSORIES

A. Concrete for Thrust Restraints: Concrete type specified in Section 033000.

B. Tracer Wire:

1. Provide magnetic, detectable conductor with clear plastic covering and imprinted with "Water Service" in large letters.

2. Conductor to be of sufficient length to be continuous over each separate run of nonmetallic pipe.

PART 3 EXECUTION

3.1 EXAMINATION

A. Verify that building service connection and municipal utility water main size, location, and invert are as indicated.

3.2 PREPARATION

A. Cut pipe ends square, ream pipe and tube ends to full pipe diameter, remove burrs.

B. Remove scale and dirt on inside and outside before assembly.

C. Prepare pipe connections to equipment with flanges or unions.

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FACILITY FIRE-SUPPRESSION WATER-SERVICE PIPING 211100 - 4

3.3 TRENCHING

A. Earthwork: Perform earthwork operations in accordance with Sections 312316, 312316.13, and 312323.

B. Hand trim excavation for accurate placement of pipe to elevations indicated.

C. Form and place concrete for pipe thrust restraints at each change of pipe direction.

Place concrete to permit full access to pipe and pipe accessories. Provide ____ sq feet thrust restraint bearing on subsoil.

D. Backfill around sides and to top of pipe with cover fill, tamp in place and compact, then complete backfilling.

3.4 INSTALLATION

A. General Requirements:

1. Location of Water Lines:

a. Terminate the work covered by this Section at a point approximately 5 feet from the building unless indicated otherwise.

2. Sleeving:

a. Sleeve water piping where piping is required to be installed within 3 feet of existing structures.

b. Provide ductile iron or Schedule 40 steel sleeves.

c. Fill annular space between pipe and sleeves with mastic.

d. Install water pipe and sleeve without damaging structures or causing settlement or movement of foundations or footings.

3. Pipe Laying and Jointing:

a. Remove fins and burrs from pipe and fittings.

b. Prior to placing in position, clean pipe, fittings, valves, and accessories, and maintain in clean condition.

c. Provide proper facilities for lowering pipe sections into trenches.

d. Dropping or dumping of piping, fittings, valves, or any other water line material into trenches is not permitted.

e. Cut pipe in a neat workmanlike manner accurately to length established at the site and work into place without forcing or springing.

f. Replace by one of the proper length any pipe or fitting that does not allow sufficient space for proper installation of jointing material.

g. Wedging or blocking between bells and spigots will not be permitted.

h. Install bell-and-spigot pipe with the bell end pointing in the direction of laying.

i. Grade the pipeline in straight lines avoiding the formation of dips and low points.

j. Support piping at proper elevation and grade.

k. Secure firm, uniform support.

l. Wood support blocking will not be permitted.

m. Install pipe so that the full length of each pipe section and each fitting will rest solidly on the pipe bedding; excavate recesses to accommodate bells, joints, and couplings.

FACILITY FIRE-SUPPRESSION WATER-SERVICE PIPING 211100 - 5

n. Provide anchors and supports where indicated and necessary for fastening work into place.

o. Provide proper provisions for expansion and contraction of pipelines.

p. Keep trenches free of water until joints have been properly made.

q. Close open ends of piping temporarily with wood blocks or bulkheads at the end of each work day.

r. Do not install pipe during unacceptable trench conditions or inclement weather.

s. Minimum Depth of Pipe Cover: Not less than 2-1/2 feet.

4. Connections to Existing Water Lines:

a. Ensure minimal interruption of service on the existing line.

b. Make connections to existing lines under pressure in accordance with the recommended procedures of the manufacturer of the pipe being tapped.

5. Penetrations:

a. Provide ductile-iron or Schedule 40 steel for pipes passing through walls of valve pits and structures.

b. Fill annular space between sleeves and walls with rich cement mortar.

c. Fill annular space between pipe and sleeves with mastic.

B. Special Requirements:

1. Ductile Iron Piping:

a. Unless otherwise specified, install pipe and fittings in accordance with paragraph "General Requirements".

b. Jointing:

c. Allowable Deflection:

1) Maximum Allowable Deflection: As stated in AWWA C600.

2) If the alignment requires deflection in excess of the above limitations, furnish special blends or a sufficient number of shorter pipe lengths to provide angular deflections within the limit set forth.

d. Pipe Anchorage:

1) Provide concrete thrust blocks (reaction backing), for pipe anchorage except where metal harness is indicated.

2) Thrust blocks to comply with the requirements of AWWA C600 for thrust restraint, except that size and positioning of thrust blocks to be as indicated.

3) Use concrete, ASTM C94/C94M, having a minimum compressive strength of 2,500 psi at 28 days; or use concrete of a mix not leaner than one part cement, 2-1/2 parts sand, and 5 parts gravel, having the same minimum compressive strength.

4) Provide metal harness in accordance with the requirements of AWWA C600 for thrust restraint, using tie rods and clamps as indicated in NFPA 13, except as otherwise indicated.

e. Exterior Protection: Completely encase buried ductile iron pipelines with polyethylene tube or sheet, using Class A polyethylene film, in accordance with AWWA C105/A21.5.

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FACILITY FIRE-SUPPRESSION WATER-SERVICE PIPING 211100 - 6

3.5 SERVICE CONNECTIONS

A. Provide fire water service to Local Authority Having Jurisdiction requirements with reduced pressure backflow preventer and water meter with by-pass valves and sand strainer.

3.6 FIELD QUALITY CONTROL

A. Field Tests and Inspections:

1. See Section 014000 - Quality Requirements, for additional requirements.

2. Provide all labor, equipment, and incidentals…