Attachment_1_-_USGS_San_Juan_Magnetic_Observatory_-_100__Submittal.pdf

100% Submittal Package Project Number G2009CAF102

Location:

U.S. Geological Survey San Juan Magnetic Observatory Bo. Montellano Marginal St.

KM 58.2

Cayey, PR 00736

February 7, 2013

USGS

science for a changing world

USGS San Juan magnetic Observatory Fire Suppression System

Project Number: G2009CAF102

TABLE OF CONTENTS

SHEET INDEX

CIVIL

CVR COVER SHEET AND CODE PLAN

C100 SITE PLAN

C200 CIVIL DETAILS

FIRE PROTECTION

F200 FIRE PROTECTION PLANS, NOTES AND DETAILS

F201 FIRE PROTECTION PLANS, NOTES AND DETAILS

ELECTRICAL

E100 ELECTRICAL SITE PLAN, LEGEND AND NOTES

E200 ELECTRICAL PLANS, NOTES, AND DETAILS

TECHNICAL SPECIFICATIONS

DIVISION 1 - GENERAL REQUIREMENTS

011000 – SUMMARY

013100 – PROJECT MANAGEMENT AND COORDINATION

DIVISION 2 – EXISTING CONDITIONS

024119 – SELECTIVE DEMOLITION

DIVISION 21 – FIRE SUPPRESSION

211100 – FACILITY FIRE-SUPPRESION WATER-SERVICE PIPING

211313 – FIRE SPRINKLER AND PACKAGED RESIDENTIAL FIRE PUMP AND WATER

STORAGE TANK SYSTEM

211353 – FACILITY FIRE WATER STORAGE TANKS

DIVISION 26 – ELECTRICAL

280513 – CONDUCTORS AND CABLES FOR ELECTRONIC SAFTEY AND SECURITY

283111 – DIGITAL, ADDRESSABLE FIRE-ALARM SYSTEM

DIVISION 31 – EARTHWORK

311000 – SITE CLEARING

312000 – EARTH MOVING

END OF TABLE OF CONTENTS

Drawing Set

Technical Specifications

USGS San Juan Magnetic Observatory

100% Submittal Package

SUMMARY 011000 - 1

SECTION 011000 - SUMMARY

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes:

1. Project information.

2. Work covered by Contract Documents.

3. Access to site.

4. Specification and drawing conventions.

1.3 PROJECT INFORMATION

A. Project Identification: USGS San Juan Magnetic Observatory

1. Project Location: Cayey, Puerto Rico

B. Owner:

1. Owner's Representative: ______________________________________

C. Engineer: CTA Architects Engineers

1.4 WORK COVERED BY CONTRACT DOCUMENTS

A. The Work of Project is defined by the Contract Documents and consists of the following:

1. Update fire suppression and Life safety elements for the three main buildings located entirely within the U.S. Geological Survey – San Juan Magnetic Observatory

B. Type of Contract:

1. Project will be constructed under a single prime contract.

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SUMMARY 011000 - 2

1.5 ACCESS TO SITE

A. General: Contractor shall have limited use of Project site for construction operations as indicated on Drawings by the Contract limits and as indicated by requirements of this Section.

B. Use of Site: Limit use of Project site to work in areas indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1. Limits: Confine construction operations to areas to be defined by Owner.

C. Condition of Existing Building: Maintain portions of existing building(s) affected by construction operations in a weathertight condition throughout construction period. Repair damage caused by construction operations.

1.6 COORDINATION WITH OCCUPANTS

A. Full Owner Occupancy: Owner will occupy site and adjacent building(s) during entire construction period. Cooperate with Owner during construction operations to minimize conflicts and facilitate Owner usage. Perform the Work so as not to interfere with Owner's day-to-day operations. Maintain existing exits unless otherwise indicated.

1. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Owner and approval of authorities having jurisdiction.

2. Notify Owner not less than 72 hours in advance of activities that will affect Owner's operations.

1.7 WORK RESTRICTIONS

A. Work Restrictions, General: Comply with restrictions on construction operations.

1. Comply with limitations on use of public streets and with other requirements of authorities having jurisdiction.

B. On-Site Work Hours: Limit work in the existing building to normal business working hours of 8 a.m. to 5p.m., Monday through Friday, unless otherwise indicated.

C. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after providing temporary utility services according to requirements indicated:

1. Notify Owner not less than two days in advance of proposed utility interruptions.

D. Nonsmoking Building: Smoking is not permitted within the building or within 25 feet (8 m) of entrances, operable windows, or outdoor-air intakes.

E. Employee Identification: identification tags for Contractor personnel working on Project site.

Require personnel to use identification tags at all times.

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SUMMARY 011000 - 3

1.8 SPECIFICATION AND DRAWING CONVENTIONS

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

These conventions are as follows:

1. Imperative mood and streamlined language are generally used in the Specifications. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.

2. Specification requirements are to be performed by Contractor unless specifically stated otherwise.

B. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work of all Sections in the Specifications.

C. Drawing Coordination: Requirements for materials and products identified on Drawings are described in detail in the Specifications. One or more of the following are used on Drawings to identify materials and products:

1. Terminology: Materials and products are identified by the typical generic terms used in the individual Specifications Sections.

2. Abbreviations: Materials and products are identified by abbreviations published as part of the U.S. National CAD Standard.

3. Keynoting: Materials and products are identified by reference keynotes referencing Specification Section numbers found in this Project Manual.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 011000

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PROJECT MANAGEMENT AND COORDINATION 013100 - 1

SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following:

1. General coordination procedures.

2. Coordination drawings.

3. Requests for Information (RFIs).

4. Project meetings.

B. Each contractor shall participate in coordination requirements. Certain areas of responsibility are assigned to a specific contractor.

1.3 DEFINITIONS

A. RFI: Request from Owner, Engineer, or Contractor seeking information required by or clarifications of the Contract Documents.

1.4 INFORMATIONAL SUBMITTALS

A. Subcontract List: Prepare a written summary identifying individuals or firms proposed for each portion of the Work, including those who are to furnish products or equipment fabricated to a special design. Include the following information in tabular form:

1. Name, address, and telephone number of entity performing subcontract or supplying products.

2. Number and title of related Specification Section(s) covered by subcontract.

3. Drawing number and detail references, as appropriate, covered by subcontract.

1.5 GENERAL COORDINATION PROCEDURES

A. Coordination: Coordinate construction operations included in different Sections of the Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations, included in different Sections, that depend on each other for proper installation, connection, and operation.

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PROJECT MANAGEMENT AND COORDINATION 013100 - 2

1. Schedule construction operations in sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation.

2. Coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair.

3. Make adequate provisions to accommodate items scheduled for later installation.

1.6 COORDINATION DRAWINGS

A. Coordination Drawings, General: Prepare coordination drawings according to requirements in individual Sections, and additionally where installation is not completely shown on Shop Drawings, where limited space availability necessitates coordination, or if coordination is required to facilitate integration of products and materials fabricated or installed by more than one entity.

1. Content: Project-specific information, drawn accurately to a scale large enough to indicate and resolve conflicts. Do not base coordination drawings on standard printed data. Include the following information, as applicable:

a. Use applicable Drawings as a basis for preparation of coordination drawings.

Prepare sections, elevations, and details as needed to describe relationship of various systems and components.

b. Coordinate the addition of trade-specific information to the coordination drawings by multiple contractors in a sequence that best provides for coordination of the information and resolution of conflicts between installed components before submitting for review.

c. Indicate functional and spatial relationships of components of architectural, structural, civil, mechanical, and electrical systems.

d. Indicate space requirements for routine maintenance and for anticipated replacement of components during the life of the installation.

e. Indicate required installation sequences.

f. Indicate dimensions shown on the Drawings. Specifically note dimensions that appear to be in conflict with submitted equipment and minimum clearance requirements. Provide alternate sketches to Architect indicating proposed resolution of such conflicts. Minor dimension changes and difficult installations will not be considered changes to the Contract.

B. Coordination Drawing Organization: Organize coordination drawings as follows:

1. Floor Plans and Reflected Ceiling Plans: Show architectural and structural elements, and mechanical, plumbing, fire-protection, fire-alarm, and electrical Work. Show locations of visible ceiling-mounted devices relative to acoustical ceiling grid. Supplement plan drawings with section drawings where required to adequately represent the Work.

2. Plenum Space: Indicate subframing for support of ceiling and wall systems, mechanical and electrical equipment, and related Work. Locate components within ceiling plenum to accommodate layout of light fixtures indicated on Drawings. Indicate areas of conflict between light fixtures and other components.

3. Mechanical Rooms: Provide coordination drawings for mechanical rooms showing plans and elevations of mechanical, plumbing, fire-protection, fire-alarm, and electrical equipment.

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PROJECT MANAGEMENT AND COORDINATION 013100 - 3

4. Structural Penetrations: Indicate penetrations and openings required for all disciplines.

5. Slab Edge and Embedded Items: Indicate slab edge locations and sizes and locations of embedded items for metal fabrications, sleeves, anchor bolts, bearing plates, angles, door floor closers, slab depressions for floor finishes, curbs and housekeeping pads, and similar items.

6. Mechanical and Plumbing Work: Show the following:

a. Sizes and bottom elevations of ductwork, piping, and conduit runs, including insulation, bracing, flanges, and support systems.

b. Dimensions of major components, such as dampers, valves, diffusers, access doors, cleanouts and electrical distribution equipment.

c. Fire-rated enclosures around ductwork.

7. Electrical Work: Show the following:

a. Runs of vertical and horizontal conduit 1-1/4 inches (32 mm) in diameter and larger.

b. Light fixture, exit light, emergency battery pack, smoke detector, and other fire-alarm locations.

c. Panel board, switch board, switchgear, transformer, busway, generator, and motor control center locations.

d. Location of pull boxes and junction boxes, dimensioned from column center lines.

8. Fire-Protection System: Show the following:

a. Locations of standpipes, mains piping, branch lines, pipe drops, and sprinkler heads.

9. Review: Architect will review coordination drawings to confirm that the Work is being coordinated, but not for the details of the coordination, which are Contractor's responsibility. If Architect determines that coordination drawings are not being prepared in sufficient scope or detail, or are otherwise deficient, Architect will so inform Contractor, who shall make changes as directed and resubmit.

10. Coordination Drawing Prints: Prepare coordination drawing prints according to requirements in Section 013300 "Submittal Procedures."

1.7 REQUESTS FOR INFORMATION (RFIs)

A. General: Immediately on discovery of the need for additional information or interpretation of the Contract Documents, Contractor shall prepare and submit an RFI in the form specified.

B. RFI Forms: Software-generated form.

1. Attachments shall be electronic files in Adobe Acrobat PDF format.

C. Engineer’s Action: Engineer will review each RFI, determine action required, and respond.

Allow seven working days for Architect's response for each RFI.

D. RFI Log: Prepare, maintain, and submit a tabular log of RFIs organized by the RFI number.

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PROJECT MANAGEMENT AND COORDINATION 013100 - 4

1.8 PROJECT MEETINGS

A. General: Schedule and conduct meetings and conferences at Project site unless otherwise indicated.

1. Attendees: Inform participants and others involved, and individuals whose presence is required, of date and time of each meeting. Notify Owner of scheduled meeting dates and times.

2. Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees.

B. Preconstruction Conference: Schedule and conduct a preconstruction conference before starting construction, at a time convenient to Owner.

1. Conduct the conference to review responsibilities and personnel assignments.

2. Attendees: Authorized representatives of Owner, and their consultants; Contractor and its superintendent; major subcontractors; suppliers; and other concerned parties shall attend the conference. Participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 013100

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SELECTIVE DEMOLITION 024119 - 1

SECTION 024119 - SELECTIVE DEMOLITION

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes:

1. Demolition and removal of selected site elements.

B. Related Requirements:

1. Section 011000 "Summary" for restrictions on the use of the premises, Owner-occupancy requirements, and phasing requirements.

2. Section 311000 "Site Clearing" for site clearing and removal of above- and below-grade improvements.

1.3 DEFINITIONS

A. Remove: Detach items from existing construction and legally dispose of them off-site unless indicated to be removed and salvaged or removed and reinstalled.

1.4 MATERIALS OWNERSHIP

A. Unless otherwise indicated, demolition waste becomes property of Contractor.

1.5 CLOSEOUT SUBMITTALS

A. Inventory: Submit a list of items that have been removed and salvaged.

B. Landfill Records: Indicate receipt and acceptance of hazardous wastes by a landfill facility licensed to accept hazardous wastes.

1.6 FIELD CONDITIONS

A. Owner will occupy portions of building immediately adjacent to selective demolition area.

Conduct selective demolition so Owner's operations will not be disrupted.

B. Notify Owner of discrepancies between existing conditions and Drawings before proceeding with selective demolition.

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SELECTIVE DEMOLITION 024119 - 2

C. Hazardous Materials: It is not expected that hazardous materials will be encountered in the Work.

1. If suspected hazardous materials are encountered, do not disturb; immediately notify

Owner.

D. Utility Service: Maintain existing utilities indicated to remain in service and protect them against damage during selective demolition operations.

PART 2 - PRODUCTS

2.1 PEFORMANCE REQUIREMENTS

A. Regulatory Requirements: Comply with governing EPA notification regulations before beginning selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction.

B. Standards: Comply with ANSI/ASSE A10.6 and NFPA 241.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Verify that utilities have been disconnected and capped before starting selective demolition operations.

B. Review record documents of existing construction provided by Owner. Owner does not guarantee that existing conditions are same as those indicated in record documents.

C. Survey existing conditions and correlate with requirements indicated to determine extent of selective demolition required.

D. When unanticipated mechanical, electrical, or structural elements that conflict with intended function or design are encountered, investigate and measure the nature and extent of conflict.

Promptly submit a written report to Owner.

3.2 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS

A. Existing Services/Systems to Remain: Maintain services/systems indicated to remain and protect them against damage.

1. Comply with requirements for existing services/systems interruptions specified in Section 011000 "Summary."

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SELECTIVE DEMOLITION 024119 - 3

3.3 PREPARATION

A. Site Access and Temporary Controls: Conduct selective demolition and debris-removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities.

3.4 SELECTIVE DEMOLITION, GENERAL

A. General: Demolish and remove existing construction only to the extent required by new construction and as indicated. Retain "Work in Historic Areas" Paragraph below if work in historic areas is required and both this Section and Section 013591 "Historic Treatment Procedures" are retained.

END OF SECTION 024119

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FACILITY FIRE-SUPPRESSION WATER-SERVICE PIPING 211100 - 1

SECTION 211100 - FACILITY FIRE-SUPPRESSION WATER-SERVICE PIPING

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes fire-suppression water-service piping and related components outside the building and service entrance piping through wall into the building.

B. Utility-furnished products include water meters that will be furnished to the site, ready for installation.

C. Related Sections:

1. Section 211353 "Facility Fire Water Storage Tanks for fire pumps, pressure-maintenance pumps, and controllers.

1.3 ACTION SUBMITTALS

A. Product Data: For each type of product indicated.

B. Shop Drawings:

1. Detail precast concrete vault assemblies and indicate dimensions, method of field assembly, and components.

2. Wiring Diagrams: For power, signal, and control wiring.

1.4 INFORMATIONAL SUBMITTALS

A. Coordination Drawings: For piping and specialties including relation to other services in same area, drawn to scale. Show piping and specialty sizes and valves, meter and specialty locations, and elevations.

B. Field quality-control reports.

1.5 QUALITY ASSURANCE

A. Regulatory Requirements:

1. Comply with requirements of utility company supplying water. Include tapping of water mains and backflow prevention.

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FACILITY FIRE-SUPPRESSION WATER-SERVICE PIPING 211100 - 2

2. Comply with standards of authorities having jurisdiction for fire-suppression water-service piping, including materials, hose threads, installation, and testing.

B. Piping materials shall bear label, stamp, or other markings of specified testing agency.

C. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application.

D. Comply with the "Approval Guide," published by FM Global, or UL's "Fire Protection Equipment Directory" for fire-service-main products.

E. NFPA Compliance: Comply with NFPA 24 for materials, installations, tests, flushing, and valve and hydrant supervision for fire-suppression water-service piping.

1.6 DELIVERY, STORAGE, AND HANDLING

A. Preparation for Transport: Prepare valves, including fire hydrants, according to the following:

1. Ensure that valves are dry and internally protected against rust and corrosion.

2. Protect valves against damage to threaded ends and flange faces.

3. Set valves in best position for handling. Set valves closed to prevent rattling.

B. During Storage: Use precautions for valves, including fire hydrants, according to the following:

1. Do not remove end protectors unless necessary for inspection; then reinstall for storage.

2. Protect from weather. Store indoors and maintain temperature higher than ambient dew point temperature. Support off the ground or pavement in watertight enclosures when outdoor storage is necessary.

C. Handling: Use sling to handle valves and fire hydrants if size requires handling by crane or lift.

Rig valves to avoid damage to exposed parts. Do not use handwheels or stems as lifting or rigging points.

D. Deliver piping with factory-applied end caps. Maintain end caps through shipping, storage, and handling to prevent pipe-end damage and to prevent entrance of dirt, debris, and moisture.

E. Protect stored piping from moisture and dirt. Elevate above grade. Do not exceed structural capacity of floor when storing inside.

F. Protect flanges, fittings, and specialties from moisture and dirt.

G. Store plastic piping protected from direct sunlight. Support to prevent sagging and bending.

1.7 PROJECT CONDITIONS

A. Interruption of Existing Fire-Suppression Water-Service Piping: Do not interrupt service to facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary water-distribution service according to requirements indicated:

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FACILITY FIRE-SUPPRESSION WATER-SERVICE PIPING 211100 - 3

1. Notify Owner no fewer than two days in advance of proposed interruption of service.

1.8 COORDINATION

A. Coordinate connection to water main with utility company.

PART 2 - PRODUCTS

2.1 PVC PIPE AND FITTINGS

A. PVC Pipe: AWWA C900 - Class 150, with bell end with gasket, and with spigot end.

B. PVC Fittings: AWWA C900 - Class 150, with bell-and-spigot or double-bell ends. Include elastomeric gasket in each bell.

2.2 CORPORATION VALVES AND CURB VALVES

A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following]:

1. Amcast Industrial Corporation.

2. Ford Meter Box Company, Inc. (The); Pipe Products Division.

3. Jones, James Company.

4. Master Meter, Inc.

5. McDonald, A. Y. Mfg. Co.

6. Mueller Co.; Water Products Division.

7. Red Hed Manufacturing & Supply.

B. Corporation Valves: Comply with AWWA C800. Include saddle and valve compatible with tapping machine and manifold.

1. Service Saddle: Copper alloy with seal and AWWA C800, threaded outlet for corporation valve.

2. Corporation Valve: Bronze body and ground-key plug, with AWWA C800, threaded inlet and outlet matching service piping material.

3. Manifold: Copper fitting with two to four inlets as required, with ends matching corporation valves and outlet matching service piping material.

C. Curb Valves: Comply with AWWA C800 for high-pressure service-line valves. Valve has bronze body, ground-key plug or ball, wide tee head, and inlet and outlet matching service piping material.

D. Weather-Resistant Enclosures:

1. Basis-of-Design Product: Subject to compliance with requirements, comparable product by one of the following:

a. AquaShield.

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FACILITY FIRE-SUPPRESSION WATER-SERVICE PIPING 211100 - 4

b. BF Products.

c. DekoRRa Products LLC.

d. Dunco Manufacturing, Inc.

e. G&C Enclosures.

f. Hot Box, Inc.

g. HydroCowl, Inc.

h. Piedmont Well Covers, Inc.

i. Watts Water Technologies, Inc.

2. Description: Uninsulated enclosure designed to protect aboveground water piping, equipment, or specialties from weather and damage.

3. Standard: ASSE 1060.

4. Class III: For equipment or devices other than pressure or atmospheric vacuum breakers.

5. Class III-V: For pressure or atmospheric vacuum breaker equipment or devices. Include drain opening in housing.

2.3 FIRE-DEPARTMENT CONNECTIONS

A. Basis-of-Design Product: Subject to compliance with requirements, provide comparable product by one of the following:

1. Elkhart Brass Mfg. Company, Inc.

2. Fire-End & Croker Corporation.

3. Guardian Fire Equipment, Inc.

4. Kidde Fire Fighting.

5. Potter Roemer.

6. Reliable Automatic Sprinkler Co., Inc.

B. Description: Freestanding, with cast-bronze body, thread inlets according to NFPA 1963 and matching local fire-department hose threads, and threaded bottom outlet. Include lugged caps, gaskets, and chains; lugged swivel connection and drop clapper for each hose-connection inlet;

18-inch- (460-mm-) high brass sleeve; and round escutcheon plate.

PART 3 - EXECUTION

3.1 EARTHWORK

A. Comply with excavating, trenching, and backfilling requirements in Section 312000 "Earth Moving."

3.2 PIPING INSTALLATION

A. Comply with NFPA 24 for fire-service-main piping materials and installation.

B. Install PVC, AWWA pipe according to ASTM F 645 and AWWA M23.

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C. Bury piping with depth of cover over top at least 30 inches (750 mm) with top at least 12 inches (300 mm) below level of maximum frost penetration, and according to the following:

D. Extend fire-suppression water-service piping and connect to water-supply source and building fire-suppression water-service piping systems at locations and pipe sizes indicated.

E. Install underground piping with restrained joints at horizontal and vertical changes in direction.

Use restrained-joint piping, thrust blocks, anchors, tie-rods and clamps, and other supports.

3.3 VALVE INSTALLATION

A. Corporation Valves and Curb Valves: Install each underground curb valve with head pointed up and with service box.

3.4 PROTECTIVE ENCLOSURE INSTALLATION

A. Install concrete base level and with top approximately [ inches (50 mm) above grade.

B. Install protective enclosure over valves and equipment.

C. Anchor protective enclosure to concrete base.

3.5 FIRE-DEPARTMENT CONNECTION INSTALLATION

A. Install ball drip valves at each check valve for fire-department connection to mains.

3.6 CONNECTIONS

A. Connect fire-suppression water-service piping existing water

B. Connect fire-suppression water-service piping to interior fire-suppression piping.

3.7 FIELD QUALITY CONTROL

A. Use test procedure prescribed by authorities having jurisdiction or, if method is not prescribed by authorities having jurisdiction, use procedure described below.

B. Piping Tests: Conduct piping tests before joints are covered and after concrete thrust blocks have hardened sufficiently. Fill pipeline 24 hours before testing and apply test pressure to stabilize system. Use only potable water.

C. Hydrostatic Tests: Test at not less than one-and-one-half times the working pressure for two hours.

D. Prepare test and inspection reports.

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3.8 IDENTIFICATION

A. Install continuous underground detectable warning tape during backfilling of trench for underground fire-suppression water-service piping. Locate below finished grade, directly over piping. Underground warning tapes are specified in Section 312000 "Earth Moving."

B. Permanently attach equipment nameplate or marker indicating plastic fire-suppression water-service piping or fire-suppression water-service piping with electrically insulated fittings, on main electrical meter panel. Comply with requirements for identifying devices in Section 220553 "Identification for Plumbing Piping and Equipment."

3.9 CLEANING

A. Clean and disinfect fire-suppression water-service piping as follows:

1. Purge new piping systems and parts of existing systems that have been altered, extended, or repaired before use.

2. Use purging and disinfecting procedure prescribed by authorities having jurisdiction or, if method is not prescribed by authorities having jurisdiction, use procedure described in NFPA 24 for flushing of piping. Flush piping system with clean, potable water until dirty water does not appear at points of outlet.

3. Use purging and disinfecting procedure prescribed by authorities having jurisdiction or, if method is not prescribed by authorities having jurisdiction, use procedure described in AWWA C651 or do as follows:

a. Fill system or part of system with water/chlorine solution containing at least 50 ppm of chlorine; isolate and allow to stand for 24 hours.

b. Drain system or part of system of previous solution and refill with water/chlorine solution containing at least 200 ppm of chlorine; isolate and allow to stand for three hours.

c. After standing time, flush system with clean, potable water until no chlorine remains in water coming from system.

d. Submit water samples in sterile bottles to authorities having jurisdiction. Repeat procedure if biological examination shows evidence of contamination.

B. Prepare reports of purging and disinfecting activities.

3.10 PIPING SCHEDULE

A. Underground fire-suppression water-service piping NPS 2 (DN 50) to NPS 4 (DN 100) shall bethe following:

1. PVC, Class 150 Class 200 pipe listed for fire-protection service; PVC fittings of same class as pipe; and gasketed joints.

3.11 VALVE SCHEDULE

A. Drawings indicate valve types to be used. Where specific valve types are not indicated, the following requirements apply:

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B. Vault fire-suppression water-service shutoff valves shall be Class 125, MSS, bronze, nonrising stem or UL-listed or FM-approved, OS&Y, bronze, gate valves.

END OF SECTION 211100

FIRE SPRINKLER AND PACKAGED FIRE PUMP AND WATER TANK SYSTEM 211313 - 1

SECTION 211313 - FIRE SPRINKLER AND PACKAGED RESIDENTIAL FIRE PUMP AND

WATER STORAGE TANK SYSTEM

PART 1 - GENERAL

1.1 SCOPE

A. Furnish and install automatic sprinkler systems to protect three (3) USGS San Juan Observatory Buildings in Cayey, Puerto Rico as indicated herein and as shown on the preliminary working Plans. Connect system to a water supply of sufficient pressure to ensure full and sustained water discharge immediately from sprinklers when opened by fire at rated heat temperatures.

Water supply shall conform to NFPA 13D water supply requirements with considerations given to the reliability of the public or private water supply, taking into account probable minimum pressure conditions. The Contractor shall verify site water availability before submitting Working Plans.

B. All portions of the systems shall be installed in accordance with the preliminary working plans, Details, and Specifications and as required by jurisdictional authorities and codes. The position is taken that the Owner is entitled to a project which meets or exceeds the minimum requirements of nationally recognized fire protection standards. All efforts and installations shall be directed toward this end. Where there is conflict between the preliminary working plans and/or Specifications, and the requirements of the jurisdictional authorities or codes, the conflict shall be brought to the attention of the Engineer of Record at least ten (10) days prior to Bidding or be resolved at no cost to the Owner. If the Contractor has not identified conflicts to the Engineer of Record, he shall be responsible for complying with the most stringent code or preliminary working drawing methods.

C. The intent of these Specifications is to describe the complete systems to be installed, including minor details of work or materials not specifically mentioned or shown, but necessary for the successful operation and completion of the installation.

1. Automatic fire sprinkler systems:

a. Wet pipe flow switch system.

1) Pipe and fittings.

2) Hangers and supports.

3) Earthquake bracing.

4) Valves.

5) Alarms.

6) Flow and Tamper Switches.

7) Specialties.

D. The following areas shall be furnished with an automatic fire protection system of type or types indicated or as required:

1. All interior spaces of Buildings 355, 356, and 357.

FIRE SPRINKLER AND PACKAGED FIRE PUMP AND WATER TANK SYSTEM 211313 - 2

1.2 RELATED WORK

A. All work performed under this section of the specifications shall be subject to the requirements of both the General and Special Conditions.

B. Examine the complete bid document drawing set and the above referenced Specification parts thoroughly before submitting a Proposal for accomplishment of work in this Section.

1.3 REGULATORY AGENCIES

A. The term jurisdictional authority used in this Section of the Specification shall include, as applicable, but not be limited to the following:

1. Local Building Department.

2. Local Fire Marshal.

3. Insurance Services Office or Insuring Authority Having Jurisdiction.

4. Owner.

B. The design and installation of all systems of fire protection shall conform to all requirements of applicable codes and publications herein defined:

1. International Building Code (2012).

2. International Fire Code (2012).

3. NFPA 13 (2013).

4. NFPA 13D (2013).

5. NFPA 20 (2013).

6. NFPA 25 (2011).

7. NFPA 70 (2011).

8. All State and local ordinances.

9. Underwriters' Laboratories.

10. FM Global.

11. American Society of Testing Materials.

12. American National Standards Institute.

13. Occupational Safety and Health Administration.

1.4 SUBMITTALS

A. The successful Contractor shall provide submittal data as required under other portions of this Specification. Submittals shall conform to the instructions set forth in the General and Special Conditions of these Specifications entitled Shop Drawings and Submittals.

B. Installer Reliability: The Installer shall possess a valid Fire Sprinkler Contractor's license. The Installer shall have been actively and successfully engaged in the installation of commercial automatic sprinkler systems for the past three years.

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C. Materials and Equipment: All equipment and devices shall be of a make and type listed by UL, FM, or other nationally recognized testing laboratory for the specific purpose for which it is used.

D. Submit Working Plans (Floor Plans - detailed Working Plans), showing dimensions, ducts, lights, or other items affecting the fire protection systems to jurisdictional agencies for review and approval. All items identified in NFPA 13 for proper Working Plans shall be complied with. The Engineer of Record will reject all Submittals not in compliance. Submit all necessary Working Plans to authorities having jurisdiction. Concurrently, six (6) sets shall be sent to the Engineer of Record for review. Alternatively, a full digital submittal to the Engineer of Record is also acceptable where acceptable to the Owner and General Contractor. After approvals from jurisdictional agencies have been returned to the Contractor, they shall be submitted to the Engineer of Record for final acceptance. These final acceptance sets shall have all agencies' stamps of review and acceptance.

E. Working Plans shall be prepared in AutoCAD Version 2010 or compatible software.

F. The Engineer of Record’s review will be for general location only. It will be the Contractor's responsibility to check all drawings for interferences and to do shop fabrication from measurements taken at the job site.

G. Work on the Project shall not begin until Plans have been reviewed by the Engineer of Record.

H. Six (6) sets of full catalog information shall be submitted for approval for all materials intended for use on this Project. Alternatively, a full digital submittal to the Engineer of Record is also acceptable where acceptable to the Owner and General Contractor. Catalog information indicating more than one item shall be highlighted to clearly indicate the proposed equipment.

I. Record Drawings required per paragraph 1.6 and Operation and Maintenance Manuals required per paragraph 1.7 shall be submitted for approval.

J. Prepare detailed Working Plans that are signed by a NICET Level IV Sprinkler Technician or a Registered Professional Engineer practicing in the field of Fire Protection Engineering. As the Working Drawing and Calculation review is for technical adequacy only, the installer remains responsible for correcting any conflicts with other trades and building construction that arise during installation. Partial Submittals will not be accepted. Material Submittals shall be approved prior to purchase or delivery to the job site. Suitably bind Submittals in notebooks or binders and provide index referencing the appropriate Specification Section. Submittals shall include, but not be limited to, the following:

1. Qualifications:

a. Provide a copy of the installing Contractor’s fire sprinkler state Contractor's license.

b. Provide a copy of the NICET certification for the NICET Level IV Sprinkler Technician who prepared and signed the detailed Working Plans or the license number of the Registered Professional Engineer practicing in the field of Fire Protection Engineering.

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2. Hydraulic calculations in accordance with NFPA 13D and with design information given on the preliminary working plans and in the specifications.

K. Manufacturer's Data Sheets: Provide for materials and equipment proposed for use on the system. Include listing information and installation instructions in data sheets. Where data sheet describes items in addition to that item being submitted, clearly identify proposed item on the sheet.

1.5 JOB CONDITIONS

A. The Contractor shall investigate the structural, mechanical, electrical, and finished conditions affecting the piping, and shall arrange the equipment accordingly; furnish required fittings, offsets and accessories. Route fire protection piping to avoid interference with duct work and drain piping. In the event it becomes necessary to make field changes in pipe locations due to building construction, the Contractor shall consult with the Engineer of Record before making any changes. Any such changes required shall be made without added cost to the Owner.

B. The Contractor shall determine, and be responsible for, the proper locations and type of inserts for hangers, chases, sleeves, and other openings in the construction required for fire protection work, and shall obtain this information well in advance of the construction progress to avoid delay of the work.

C. All fees and permits specifically required for fire protection work, not obtained by others as specified elsewhere shall be applied for and paid for by this Contractor.

D. All systems of fire protection shall be installed by a licensed (for the location of installation) Fire Protection Contractor, fully experienced in fire protection installation as specified herein.

Fire Protection Contractors may be required to provide in writing, specific information as to successfully completed projects and references to show cause as to why they should be considered acceptable to the Engineer of Record.

E. Fire protection system shutdowns shall be coordinated and implemented by the Contractor as preplanned impairments per NFPA 25 Chapter 15 and its related Annexes. Where any fire protection system will be placed out of service for more than 10 hours in a 24-hour period, an approved fire watch shall be provided until the system is restored to normal working order.

Impairments shall be coordinated with the Owner and other trades to minimize conflict and inconvenience.

1.6 RECORD DRAWINGS

A. One approved set of preliminary working plans and one set of Working Plans shall be maintained on the job at all times.

B. One set of "As-Built" Drawings shall be kept on the job at all times. "As-Built" Drawings shall be kept current daily. "As-Built" Drawings shall be available at all times to Engineer of Record for review and use.

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C. One reproducible set of "As-Built" Drawings shall be provided to the Engineer of Record upon completion of the work.

1.7 OPERATION AND MAINTENANCE MANUALS

A. Three (3) sets of operating and maintenance instructions shall be provided to the Owner upon completion. Manuals shall include, as a minimum, the following:

1. "As-Built" Drawings.

2. Catalog cut sheets of all materials installed.

3. Equipment maintenance manuals.

4. Acceptance Test Certificate.

5. Certification of Owner Training.

6. Contractor Guarantee and Warranty.

7. "As-Built" AutoCAD drawing (.dwg) file or equal on CD disk.

B. One (1) copy of NFPA 25 shall be provided to the Owner.

1.8 TRAINING

A. The Fire Protection Contractor shall instruct the Owner in the operation of the systems.

Instruction shall continue until the Owner is fully satisfied that he understands the operation of his system.

B. Contractor shall obtain Owner's dated signature that all training has been accomplished and is acceptable to the Owner.

1.9 GUARANTEES AND WARRANTIES

A. The Fire Protection Contractor shall guarantee to the Owner in writing, all equipment and workmanship for a period of one (1) year after the fire protection system has been placed in continuous service and has been accepted by all authorities having jurisdiction.

B. The Fire Protection Contractor shall not be held responsible for improper or negligent maintenance by the Owner after operating and maintenance indoctrination has been given to the Owner.

PART 2 - PRODUCTS

2.1 SPRINKLERS

A. Acceptable Manufacturers:

1. Tyco.

2. Victaulic.

3. Viking.

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4. Reliable.

B. Install sprinklers from reviewed Working Plans.

C. All sprinklers shall be of similar design and from a single manufacturer.

D. The operating temperature of sprinklers shall be as required by the specific location of installation.

E. Sprinklers shall conform to the requirements of NFPA 13D, as indicated in the preliminary working plans, and as follows:

1. Recessed or flat-plate concealed listed residential sprinklers shall be used in all finished areas, offices, etc. unless otherwise noted.

2. Where surface mounted obstructions will not allow for recessed installation, two-piece escutcheons may be used to extend sprinklers to a maximum deflector distance as allowed by NFPA13D or U.L. listing with prior approval of the architect.

3. Sidewall sprinklers may be used in accordance with listing and jurisdictional requirements.

4. Dry pendent sprinklers shall be used in all areas subject to freezing when the sprinklers are supplied from a heated area wet system.

5. Sprinklers with deflectors less than 7’-6” above the finished floor shall have sprinkler guards.

6. Pendent sprinklers in mechanical rooms, electrical rooms, and janitor closets shall have sprinkler guards.

2.2 FLEXIBLE SPRINKLER HOSE FITTINGS

A. Acceptable Manufacturers:

1. FlexHead Industries, Inc.

B. Flexible sprinkler hose fittings for use in commercial suspended and gypsum board ceilings.

C. All flexible sprinkler hose fittings shall be UL listed and FM approved.

D. Provide flexible hose assemblies and end fittings with 100% Type 304 Stainless steel, with a 175 psi maximum rated pressure. Flexible hose assemblies shall be fully welded non mechani-cal fittings, braided, leak tested with minimum 1 inch true bore internal corrugated hose diame-ter.

E. Flexible hose assemblies shall have G90 galvanized steel ceiling bracket, direct attachment type, having integrated snap on clip ends positively attached to the ceiling using tamper resis-tant screws. Provide flexible hose attachment with removable hub type with set screw.

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2.3 PIPE AND FITTINGS-INTERIOR

A. Interior piping for automatic sprinkler system shall conform to NFPA 13D and as follows:

1. Wet system sprinkler piping above ground with threaded fittings shall be Schedule 40 black steel pipe with a corrosion resistance rating equal to or greater than 1.0. Threaded thinwall pipe with a CRR less than 1.0 shall not be used.

2. Fittings for threaded and coupled pipe shall consist of cast iron or malleable threaded fittings joined with Teflon tape thread sealing compound or pipe joint compound.

Pressure rating of fittings shall be as required for application.

3. All exterior copper pipe shall be type K soft or hard copper with wrought fittings. All joining of copper pipe and fittings shall be brazed.

4. All interior copper pipe shall be type L hard copper pipe with wrought or cast copper fittings. All joining of copper pipe and fittings shall be brazed.

B. Fittings for plain end pipe shall not be used.

C. CPVC piping may be used if the installation meets the requirements of NFPA 13D and the manufacturer’s installation instructions and listing approval with prior approval of the Engineer of Record.

D. Alternate piping systems approved by NFPA 13 may be allowed with prior approval of the Engineer of Record.

E. All piping shall be identified with pre-manufactured piping identification labels.

F. All drain piping and fittings shall be galvanized.

2.4 HANGERS AND SUPPORTS

A. Space pipe hangers in accordance with the requirements of NFPA 13D. Construct hangers, hanger rods, inserts and clamps as approved by the same.

2.5 EARTHQUAKE BRACING

A. Furnish and install all earthquake bracing as required by NFPA 13, Authority Having Jurisdiction, Owner's insurer, and as follows:

1. Seismic Coefficient (Cp) force factor requirements are provided and shown on the preliminary working plans.

2. In structures of seismic design categories D the requirements for the hangers and piping shall follow the requirements of ASCE standard 7-05.

3. Seismic expansion loops shall be Metraflex or equal with a minimum of 4” of movement listed for fire sprinkler systems.

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2.6 VALVES

A. Acceptable Manufacturers:

1. Mueller.

2. Kennedy.

3. Nibco.

4. Tyco.

5. AGF.

6. United Brass.

7. Watts.

B. Gate valves shall be approved indicating type as required by NFPA 13D. Check valves shall be as required by NFPA 13D. Test and drain valves shall be approved brass globe, angle, or ball valves. Locate sprinkler system isolation valves as shown on the drawings and as required per NFPA 13D complete with a tamper alarm switch.

C. Interior:

1. Ball Valves:

a. Make: Watts

b. Sizes: ¼ inch to 2 inches.

c. Ends: Threaded.

d. Model: WBV

2. Check Valves:

a. Make: Viking

b. Sizes: 1 ½ inches, 2 inches.

c. Ends: Threaded.

d. Model: K-1.

3. Drain Valves Interior:

a. Make: United Brass

b. Sizes: ½ inch through 2 inches.

c. Ends: Threaded.

d. Model: 125 SUL

4. Test N Drain:

a. Make: AGF.

b. Sizes: 1 inch through 2 inches.

c. Ends: Threaded.

d. Model: 1011, 1000, and 1011T.

D. Reduced-Pressure-Principle Backflow Preventers:

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1. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:

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

3. Basis-of-Design Product: Subject to compliance with requirements, provide Watts Series 009 or a comparable product by one of the following:

a. Ames Co.

b. FEBCO; SPX Valves & Controls.

c. Watts Industries, Inc.; Water Products Div.

d. Zurn Plumbing Products Group; Wilkins Div.

4. Standard: ASSE 1013.

5. Operation: Continuous-pressure applications.

6. Body: Bronze.

7. End Connections: Threaded.

8. Configuration: Designed for horizontal, straight through flow.

9. Accessories:

a. Valves: Ball type with threaded ends on inlet and outlet.

b. Air-Gap Fitting: ASME A112.1.2, matching backflow-preventer connection.

2.7 SPECIALTIES

A. Fire Seals:

1. Where piping passes through walls, floors or other building construction which by code requires a fire rating, approved fire rated assemblies shall be used. Proposed protection shall be submitted for approval. Plans shall clearly indicate details and locations of required protection.

B. Escutcheon Plates:

1. Where exposed piping passes through finish work, chrome plated wall plates or other wall plate finishes acceptable to the Engineer of Record, shall be installed. All wall plates shall be metal.

2. Split wall plates or escutcheons shall only be used in remodel projects. Split wall plates or escutcheons shall be installed to fit snugly around piping. All wall plates shall be metal.

3. Solid galvanized wall plates shall be used at both sides of all exterior walls.

C. Valve Identification:

1. All valves within the building shall have permanently marked identification signs provided in accordance with NFPA 13 standards. Signs shall be manufactured and not hand written. Signs shall be hung with galvanized or chrome chain.

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D. Spare Sprinkler Supply:

1. Due to project location, furnish and install a supply of two (2) extra sprinklers of each type and degree link installed at each building, complete with mountable cabinet. Mount cabinet on wall next to sprinkler entry; provide wrenches for each type of sprinkler installed in cabinet. Provide a list of all sprinklers installed throughout the property in the spare sprinkler cabinet.

E. Piping Identification:

1. All piping shall be identified at 40’ maximum spacing and a minimum of one identification label per room.