ESBD_393688_1738702537792_HHS0015184 Attachment H-2g.pdf
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- Solicitation number
- HHS0015184
- Issued by
- Texas
About this file
This is a set of technical specifications from the Mechanical Specifications section of a construction project, covering installation standards and requirements for mechanical systems. The specifications detail requirements for hangers and supports for HVAC piping and equipment (Section 230529), mechanical identification (Section 230553), and basic mechanical materials and methods (Section 230513). The document outlines specific requirements for pipe supports, anchors, thermal hanger shield inserts, fastener systems, equipment supports, and identification systems for pipes, ducts, valves, and equipment.
The specifications provide detailed material requirements and installation guidelines including galvanized coatings for wet/damp areas, pre-galvanized coatings for dry areas, specific hanger types and applications, thermal insulation requirements, and color coding schemes for different mechanical systems. The document emphasizes quality assurance through compliance with standards like ASME A13.1 for identification systems and AWS D1.1 for welding requirements. Notable requirements include the installation of equipment nameplates, pipe markers, duct identification, valve tags, and warning tags with specific sizing, material, and placement guidelines. The specifications do not include pricing information, funding requirements, or contract terms as this appears to be purely a technical specification document.
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SPECIAL CONDITIONS FOR ALL MECHANICAL WORK 230100 - 18
J. Air Plenums: The space around piping, ductwork, etc. passing through an air plenum shall be made airtight in a manner acceptable to the Owner=s Representative. The sealant used must be fire resistant.
2.8 FIRE AND SMOKE PARTITION, WALL, AND/OR FLOOR PENETRATIONS
A. Pipe, ductwork, conduit, etc. shall pass through fire- or smoke-rated floors, partitions, walls, or other barriers within a UL-listed assembly which shall maintain the rating of the applicable wall, floor, partition, or barrier.
B. The Contractor shall review the architectural and structural drawings and determine the location of the fire-rated building elements. Where these elements are penetrated, UL-listed fire-rated penetration assemblies approved by the local authority shall be provided in accordance with the manufacturer=s instructions to obtain the required rating.
2.9 METAL BUILDING SYSTEMS/MECHANICAL-ELECTRICAL SUPPORTS
A. Metal building systems are required to be designed by the manufacturer to accommodate and support the mechanical systems indicated on the mechanical drawings and specified in
Mechanical specifications.
B. The metal building systems manufacturer is required to provide the following:
1. Framed openings through the roofs with supports, roof curbs, and flashings for roof-mounted equipment, fans, vents, and air intakes.
2. Structural support for piping, conduits, and suspended equipment consisting of beam, joists, purlins, and/or blocking above and perpendicular to pipe routes and equipment hangers at intervals not to exceed 8 feet.
3. Structural support for suspended ceilings, diffusers, grilles, light fixtures including associated raceways and ductwork.
C. The mechanical trade shall:
1. Provide all routes, weights, installation heights, opening locations, etc. for all equipment, piping, vents, etc. to the metal building system manufacturer and coordinate requirements for structural supports, hangers, attachments, etc. with the metal building systems manufacturer.
2. Provide all supporting devices (hangers, attachments, brackets, cross beams, etc.) to attach to the metal building structural system.
2.10 FOUNDATIONS / HOUSEKEEPING PADS
A. General: All special foundations and supports required for the proper installation of equipment and pipe shall be provided as hereinafter specified and under the section of the specifications covering the equipment, unless otherwise indicated on the drawings.
B. All mechanical equipment shall receive concrete housekeeping pads unless otherwise noted.
Equipment to receive pads are to include (but not limited to): air handlers, fan-coils, condensing units, boilers, water heaters, water softeners, expansion / compression tanks, filter feeders, water treatment equipment, air compressors, fans, pumps (in addition to inertia bases where required), chillers, surge tanks, deareators, etc.
SPECIAL CONDITIONS FOR ALL MECHANICAL WORK 230100 - 19
C. Concrete foundations for the support of equipment such as floor-mounted pumps, fans, etc. shall be not less than 52 inches high and not less than 4 inches larger (in both directions) than supported unit, unless otherwise noted and shall be poured in forms built of new dressed lumber.
All corners of the foundations shall be neatly chamferred by means of sheet metal or triangular wood strips nailed to the form. Pads shall not be laid out directly against walls or structures. 2 inches shall be left available for pad form work. Foundation bolts shall be placed in the forms when the concrete is poured, the bolts being correctly located by means of templates. Allow 1 inch below the equipment bases for alignment and grouting (where applicable). Foundations for equipment located on the exterior of the building shall be provided as indicated. Foundations shall be constructed in accordance with approved shop drawings and shall be reinforced with #4 bars at 12 inches on center both ways (minimum).
D. Pipe and Conduit Support: All pipes and conduits throughout the building, both horizontal and vertical, shall be adequately supported from the construction to line of grade, with proper provision for expansion, contraction, vibration elimination, and anchorage. Vertical pipes and conduits shall be supported from floor lines with riser clamps sized to fit the lines and to adequately support their weight. At the bases of lines, where required for proper support, provide anchor base fittings or other approved supports.
2.11 ACCESS DOORS
A. General: Provide access doors for all serviceable mechanical appurtenances (valves, trap primers, shock arresters, volume dampers, fire/smoke dampers, actuators, sensors, etcetera) in inaccessible locations. Such locations include gypsum, brick and CMU ceilings and walls.
B. Location of panels shall be carefully coordinated with other Exposed Devices as described in earlier paragraphs.
C. Manufacturers shall be Inland-Milcor, Bilco, Miami Carey, or approved equal. Unless indicated otherwise, use panels equal to Milcor Style M for masonry and drywall construction, equal to
Milcor Style K for plastered masonry walls and ceilings. Stainless steel panels shall be used in ceramic tile or glazed structural tile.
D. Minimum construction features include 14-gage frame and door, continuous hinges, cam-style latch and 10x10" unobstructed opening size.
E. UL labeled when in fire-rated construction, one and one-half hour rating.
F. Access doors located outside, in restrooms or in a moisture-laden environment (dressing area, shower area, lockers, etc.) shall be stainless steel construction.
G. Equipment access doors shall be of sufficient size to remove/replace equipment and provide routine maintenance as necessary, unless otherwise noted. Doors shall be set flush with adjacent finish surfaces. Exterior doors shall be provided with cylinder locks.
H. Access doors into ductwork shall be 14-gauge insulated galvanized steel with 16-gauge galvanized gasketed steel frame and cam-type locks. Ductwork access door shall be a minimum of 12" 12" in size.
2.12 FLOOR AND CEILING PLATES
SPECIAL CONDITIONS FOR ALL MECHANICAL WORK 230100 - 20
A. Except as otherwise noted, provide one-piece chrome-plated brass floor and ceiling plates (or escutcheons) around all pipes, conduits, etc. passing through walls, floors, or ceilings in any spaces, except underfloor and attic spaces. Plates shall be sized to fit snugly against the outside of the pipe or against the outside of insulation on lines which are insulated, and positively secured to such pipe or insulation. Plates will not be required for piping where pipe sleeves extend : of an inch above finish floor and are concealed. Plates shall be one piece.
PART 3 - EXECUTION
3.1 SPACE AND EQUIPMENT ARRANGEMENT
A. The size of mechanical equipment indicated on the drawings is based on the dimensions of a particular manufacturer. While other manufacturers will be acceptable, it is the responsibility of the Contractor to determine whether the equipment he proposes to furnish will fit in the space.
Shop drawings shall be prepared when required by the Owner=s Representative to indicate a suitable arrangement.
B. All equipment shall be installed in a manner to permit access to all surfaces. All valves, motors, drives, filters, and other accessory items shall be installed in a position to allow removal for service without disassembly of another part.
3.2 LARGE APPARATUS
A. Any large piece of apparatus which is to be installed in any space in the building, and which is too large to permit access through stairways, doorways, or shafts shall be brought to the job and placed in the space before the enclosing structure is completed. Following placement in the space, such apparatus shall be thoroughly, completely protected from damage as hereinafter specified.
3.3 PROTECTION
A. The Contractor shall take such precautions as may be necessary to properly protect all materials and equipment from damage from the time of delivery until the completion of work. This shall include the erection of all required temporary shelters and supports to adequately protect any items stored in the open on the site from the weather, the ground and surrounding work; the cribbing of any items above the floor of the construction; and the covering of items in the uncompleted building with tarpaulins or other protective covering. Failure on the part of the
Contractor to comply with the above will be sufficient cause for the rejection of the items in question.
B. The Contractor shall protect existing facilities, the work of others, and the premises from any and all damages that may be made possible by the execution of work.
C. Equipment and materials shall be protected from rust both before and after installation. Any equipment or materials found in a rusty condition at the time of final inspection must be cleaned of rust and repainted as specified elsewhere in these specifications.
3.4 COOPERATION BETWEEN TRADES AND WITH OTHER CONTRACTORS
SPECIAL CONDITIONS FOR ALL MECHANICAL WORK 230100 - 21
A. Each trade, subcontractor, and/or Contractor must work in harmony with the various trades, subcontractors, and/or Contractors on the job as may be required to facilitate the progress to the best advantage of the job as a whole. Each trade, subcontractor, and/or Contractor must pursue its work promptly and carefully so as not to delay the general progress of the job. This
Contractor shall work in harmony with Contractors working under other contracts on the premises.
B. It shall be the responsibility of each trade to cooperate fully with the other trades on the job to help keep the jobsite in a clean and safe condition. At the end of each day=s work, each trade shall properly store all of its tools, equipment, and materials and shall clean its debris from the job. Upon the completion of the job, each trade shall immediately remove all of its tools, equipment, any surplus materials, and all debris caused by its portion of the work.
3.5 PRECEDENCE OF MATERIALS AND COORINATION OF WORK
A. These specifications and the accompanying drawings are intended to cover systems which will not interfere with the structural design of the building, which will fit into the several available spaces, and which will ensure complete and satisfactory systems. Each subcontractor and/or trade shall be responsible for the proper fitting of his material and apparatus into the building.
B. The work of the various trades shall be performed in the most direct and workmanlike manner without hindering or handicapping the work of other trades. Piping interferences shall be handled by giving precedence to pipe lines which require a stated grade for proper operation.
Where space requirements conflict, the following order or precedence shall, in general, be observed:
1. Building lines.
2. Structural members.
3. Light fixtures.
4. Soil and drain piping.
5. Condensate drains.
6. Vent piping.
7. Supply, return, and outside air ductwork.
8. Exhaust ductwork.
9. HVAC water and steam piping.
10. Steam condensate piping.
11. Fire protection piping.
12. Natural gas piping.
13. Domestic water (cold and hot).
14. Refrigerant piping.
15. Electrical conduit.
C. The light fixture grid layout as indicated on the drawings must be maintained. This Contractor shall refer to all light fixture plans and details indicated on the drawings and shall coordinate the location of dampers, supply grilles, return air grilles, sprinkler heads, etc. with the location of the light fixtures to assure proper access to all items in a manner acceptable to the Owner’s
Representative.
D. The electrical trades shall locate all junction boxes, pull boxes, conduits, etc. to avoid interference with the diffusers, dampers, grilles, etc. hereinbefore mentioned. The mechanical trades shall furnish to all other trades copies of approved ductwork shop drawings to assist in the coordination of the rough-in and installation of all items of work.
SPECIAL CONDITIONS FOR ALL MECHANICAL WORK 230100 - 22
3.6 CONNECTIONS FOR OTHERS
A. This Contractor shall rough-in for and make all water, sewer, electrical, etc. connections to all fixtures, equipment, machinery, etc. provided by others in accordance with detailed roughing-in drawings provided by the equipment suppliers, by actual measurements of the equipment connections, or as detailed.
B. After the equipment is set in place, this Contractor shall make all final connections and shall provide all required pipe, fittings, valves, traps, connectors, etc.
C. Provide all air gap fittings required, using materials hereinbefore specified. In each water line serving an item of equipment or piece of machinery, provide a shutoff valve. On each drain without integral trap provide a suitable trap.
D. All pipe fittings, valves, traps, etc. exposed in finished areas and connected to chrome-plated lines provided by others shall be chrome-plated to match.
E. Provide all sheet metal ducts, transition pieces, etc. required for a complete installation of equipment provided by others.
3.7 INSTALLATION METHODS
A. Where to Conceal: All pipes and conduits shall be concealed in pipe chases, walls, furred spaces, below suspended floors, or above the ceilings of the building unless otherwise indicated.
B. Where to Expose: In mechanical rooms, janitor’s closets tight against pan soffits in exposed Tee structures, or storage spaces, but only where necessary, piping and conduit may be run exposed.
All exposed piping and conduit shall be run in the neatest, most inconspicuous manner, and parallel or perpendicular to the building lines.
C. Support: All piping and conduit shall be adequately and properly supported from the building structure by means of hanger rods or clamps to walls as herein specified.
D. Maintaining Clearance: Where limited space is available above the ceilings and below concrete beams or other deep projections, pipe and conduit shall be sleeved through the projection where it crosses, rather than hung below them, in a manner to provide maximum above-floor clearance.
Sleeves shall be as herein specified. Approval shall be obtained from the Owner=s
Representative for each penetration.
E. All pipe, conduits, etc. shall be cut accurately to measurements established at the building and shall be worked into place without springing or forcing. All ducts, pipes, and conduits run exposed in machinery and equipment rooms shall be installed parallel to the building lines, except that they shall be sloped to obtain the proper pitch. Piping and ducts run in furred ceilings, etc. shall be similarly installed, except as otherwise shown. Conduits in furred ceilings and in other concealed spaces may be run at angles to the construction but shall be neatly grouped and racked indicating good workmanship. All conduit and pipe openings shall be kept closed until the systems are closed with final connections.
F. Special Requirements:
1. There shall be no pipe joints nearer than 12 inches to a wall, ceiling, or floor penetration unless pipe joint is a welded or mechanically-coupled-type joint.
2. The Contractor shall study all construction documents and carefully lay out all work in advance of fabrication and erection in order to meet the requirements of the extremely
SPECIAL CONDITIONS FOR ALL MECHANICAL WORK 230100 - 23
limited spaces. Where conflicts occur, the Contractor shall meet with all involved trades and the Owner=s Representative and resolve the conflict prior to erection of any work in the area involved.
3. All piping not directly buried in the ground shall be considered as Ainterior piping.@
4. Prior to the installation of any ceiling material, gypsum, plaster, or acoustical board, the
Contractor shall notify the Owner=s Representative so that arrangements can be made for an inspection of the above-ceiling area about to be Asealed off.@ The Contractor shall give as much advance notice as possible up to ten (10) working days, but in no case less than five (5) working days.
5. The purpose of this inspection is to verify the completeness and quality of the installation of the air conditioning systems, the plumbing systems, and any other special above-ceiling systems such as pneumatic tube. The ceiling supports (tee bar or lath) should be in place so that access panel and light fixture locations are identifiable and so that clearances and access provisions may be evaluated.
6. No ceiling material shall be installed until the deficiencies listed from this inspection have been corrected to the satisfaction of the Owner=s Representative.
3.8 CUTTING AND PATCHING
A. General: Cut and patch walls, floors, etc. resulting from work in existing construction or where made necessary by failure to provide proper openings or recesses in new construction.
B. Methods of Cutting: Openings cut through concrete and masonry shall be made with masonry saws and/or core drills and at such locations acceptable to the Owner=s Representative. Impact-type equipment will not be used except where specifically acceptable to the Owner =s
Representative. Openings in concrete for pipes, conduits, outlet boxes, etc. shall be core drilled to exact size. Determine location of embedded conduit and reinforcing bars prior to cutting.
C. Restoration: All openings shall be restored to Aas-new@ condition under the appropriate specification section for the materials involved, and shall match remaining surrounding materials and/or finishes.
D. Masonry: Where openings are cut through masonry walls, provide and install lintels or other structural supports to protect the remaining masonry. Adequate supports shall be provided during the cutting operation to prevent any damage to the masonry occasioned by the operation.
All structural members, supports, etc. shall be of the proper size and shape, and shall be installed in a manner acceptable to the Owner=s Representative.
E. Plaster: All mechanical work in area containing plaster shall be completed prior to the application of the finish plaster coat. Cutting of finish plaster coat will not be permitted.
F. Weakening: No cutting, boring, or excavating which will weaken the structure shall be undertaken.
3.9 ROOF PENETRATIONS AND FLASHING
A. Pipe and conduit ducts, pitch pockets, curb bases, and flashing compatible with the roofing installation shall be provided for roof penetrations. Provide framing or other support around all openings through roof as required to preserve the structural integrity of the roof system and make the penetration weathertight.
SPECIAL CONDITIONS FOR ALL MECHANICAL WORK 230100 - 24
B. Provide 30-inch round or square flashing acceptable to the roofing trades at all roof and deck drain and sleeve flashing locations.
C. Roof curbs for all roofs except standing seam metal roofs shall be provided by the equipment supplier supplying the roof-mounted equipment, etc., and such curbs shall be installed by the roofing trades. Contractor shall coordinate all roof curb requirements with all trades and the roofing trades at the earliest possible stage of the project.
D. Roof curbs for standing seam metal roofs shall be provided by the roofing trades. Curb base size, height, and type shall be coordinated with the roofing trades at the earliest possible stage of the project.
E. Flashing for pipe and conduit penetrations of standing seam metal roofs shall be provided and installed by the roofing trades.
3.10 EXCAVATING AND BACKFILLING
A. Perform trenching, excavating, backfilling for mechanical work as set forth below.
B. Depth of excavation to provide a minimum of 3 feet above top of pipe. Excavation to be carried to a depth of at least 6 inches below bottom of pipe elevation. Fill below pipe (6 inches), around pipe, and a minimum of 12 inches above pipe with sand of Class AB@ crushed stone tamped firm and even. Separate topsoil during excavation. Final layer of dirt (12 inches minimum) to be topsoil. Trenches to be at least 18 inches wider than pipe with batter boards placed every 25 feet.
Backfilling shall be done to exclude use of rock or stone above sand or Class AB@ crushed stone.
3.11 TESTS AND INSPECTIONS
A. General: The Contractor shall make all tests deemed necessary by the inspection departments of the authority having jurisdiction, Board of Underwriters, etc. He shall provide all equipment, materials, and labor for making such tests. Fuel and electrical energy for system operational tests following beneficial occupancy by the Owner will be paid for by the Owner.
B. Other: Additional tests specified hereinafter under the various specification sections shall be made.
C. Notification: The Owner=s Representative shall be notified at his office 36 hours prior to each test and other specifications requirements requiring action on the part of the Owner, Architect, Engineer, and/or Owner=s Representative.
D. Test Logs: All tests which the Contractor conducts shall have pertinent data logged by the
Contractor at the time of testing. Data shall include date, time, personnel, description and extent of system tested, test conditions, test results, specified results, and any other pertinent data. Data shall be delivered to the Owner=s Representative as specified under ARequirements for Final
Acceptance.
E. Inspections: In general, an inspection by the Owner=s Representative shall be required prior to closing up any work and prior to beneficial occupancy or final project completion. The closing up of work includes, but is not limited to, pipe and conduit installations prior to backfilling;
mechanical, electrical, and fire protection work prior to placement of concrete; or closing up walls and overhead mechanical, electrical, and fire protection work prior to installation of the ceiling.
SPECIAL CONDITIONS FOR ALL MECHANICAL WORK 230100 - 25
3.12 CLEANING AND PAINTING
A. Thoroughly clean and touch up the finish on all parts of the materials and equipment. Exposed parts in equipment rooms, and all other spaces except sealed chases and attics shall be thoroughly cleaned of cement, plaster, and other materials, and all oil and grease spots shall be removed.
Such surfaces shall be carefully wiped and all cracks and corners scraped out.
B. Exposed metal work which is not galvanized shall be carefully brushed down with steel brushes to remove rust and other spots and left smooth and clean and then painted with a suitable rust resistant primer. Exposed metal work includes work exterior to the building; exposed in mechanical or electrical equipment rooms and storage rooms; and other areas where occupants could see the work, whether normally occupied or not.
C. All other painting shall be accomplished under the Painting Section of Division 9 of the specifications.
3.13 DISCHARGE OF WASTES FROM CONSTRUCTION SITE
A. The Contractor shall comply with all applicable provisions of local, state, and federal laws regarding the discharge of wastes into sewer and waterways. Special caution shall be exercised to prevent the discharge of wastes which contain oil, tar, asphalt, roofing compound, kerosene, gasoline, paint, mud, cement, lime, or other materials which would degrade the water quality of the receiving water course. The Contractor shall construct and maintain oil interceptors, settling basins, acid neutralization tanks, and/or other effective pollution countermeasures, as required by the Texas Water Quality Board.
END OF SECTION 230100
VARIABLE FREQUENCY DRIVES 230310 - 1
SECTION 230310 - VARIABLE FREQUENCY DRIVES
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 1 Specification Sections, apply to work of this Section.
1.2 RELATED SECTIONS
A. Separate electrical components and materials required for field installation and electrical connections are specified in other Divisions.
1.3 SUMMARY
A. This section specifies variable frequency drives for motors in HVAC applications. Items within this section shall be provided by this division and installed under the guidelines of the
Electrical Specifications. Specific electrical requirements such as horsepower and voltage for mechanical equipment shall be found on the Drawings.
1.4 REFERENCES
A. NEMA Standard 250: Enclosures for Electrical Equipment.
B. Comply with National Electrical Code (NFPA 70).
1.5 SUBMITTALS
A. The equipment supplier shall provide the following items to the project Contractor.
1. Submit data for the variable frequency drives (VFD’s), including physical dimensions, catalog cutsheets highlighting features, and other requirements as specified below.
B. Specification Compliance Review:
1. Manufacturers and bidders must provide the consulting engineer with a Compliance
Review of the Specifications and Addenda’s. The Compliance Review shall be a paragraph-by-paragraph review of the Specifications and schedule with the following information; “C”, “D”, or “E” marked in the margin of the original Specifications and any subsequent Addenda’s. If the manufacturer or bidder does not provide the
Compliance Review to the engineer for review, with the submittal, the submittal will be subject to rejection as non-compliant.
a. “C” Comply with no exceptions.
b. “D” Comply with deviations. For each and every deviation, provide a numbered footnote with reasons for the proposed deviation and how the intent of the
Specification can be satisfied.
c. “E” Exception, do not comply. For each and every exception, provide a numbered footnote with reasons and possible alternatives. Non-compliance with the specifications is grounds for rejection as unacceptable. A bid from any
VARIABLE FREQUENCY DRIVES 230310 - 2
alternative or listed equipment manufacturer with any number of exceptions will be reason for rejection for non-compliance without further review.
d. Unless a deviation or exception is specifically noted in the Compliance Review, the manufacturer shall provide full compliance with entire specification.
Deviations or exceptions taken in letters or cover letters in a bid document, subsidiary documents, by omission or by contradiction do not release the manufacturer or bidder from being in complete compliance, unless the exception or deviation has been specifically noted in the Compliance Review and approved by the consulting engineer.
e. Equipment manufacturers or bidders that do not meet the specifications thru the above process will be subject to rejection without further review.
1.6 WARRANTY
A. Equipment manufacturer has included in his proposal the cost to provide a complete parts and labor warranty period for three (3) years.
PART 2 - PRODUCTS
2.1 ACCEPTABLE MANUFACTURERS
A. Provide the variable frequency drive from the following manufacturer:
1. ABB
2. Franklin Controls (Cerus)
3. Toshiba
4. Yaskawa
2.2 VARIABLE FREQUENCY DRIVE
A. The variable frequency drive (VFD) shall consist of a UL-listed continuous duty inverter assembly designed to furnish stepless motor speed control to three-phase induction motors.
Provide a single enclosure (NEMA 1 unless noted otherwise) for all standard components and options. The controller shall be pulse width modulated (PWM) design. Provide a manual 3-contactor bypass panel with an HOA and fused main disconnect switch. The VFD and disconnect shall come mounted together in a factory-furnished bracket designed for wall mounted applications.
B. The VFD shall operate satisfactorily under the following input limits:
1. Input Impedance: 3% minimum.
2. Frequency: 50 or 60 Hz ( 10%).
3. Voltage: 10% without loss of output speed or torque.
C. The VFD shall be suitable for operation from 0 to 104 degrees (F), 90% R.H. (non condensing) at an altitude of 794 feet without derating. A cooling fan shall be factory installed in the enclosure.
D. Provide a digital keypad. Display shall show the following:
1. Output and set frequency.
2. Output current.
3. Voltage.
VARIABLE FREQUENCY DRIVES 230310 - 3
4. RPM.
5. Trip message (and stored trip messages, minimum 30).
6. Customized units (such as CFM or GPM).
E. The VFD shall automatically restart after power loss.
F. The variable frequency drive shall be provided with a BacNet Card in order to communicate the following minimum points with the Facility DDC Central Control System.
1. Start/Stop.
2. Frequency.
3. Percent of Full Load.
4. Current.
5. Output power.
6. Input signal (0 to 10 V or 4 to 20 MA).
7. Status.
PART 3 - EXECUTION
3.1 INSTALLATION OF VARIABLE FREQUENCY DRIVES
A. The manufacturer shall provide a factory-trained technician to start the VFD and place it into operation.
B. Indoor VFD’s shall be wall-hung units. Contractor shall provide unistrut mounting bracket for drives. Contractor shall reinforce the wall studs with bracing as required to adequately support the drive. Installation of the VFD shall allow for clearance in front of the drive as required by the latest revision of the National Electric Code for an electrical panel. VFD’s shall not be mounted on equipment, wall mount only.
C. Mounting VFD’s outdoors is not acceptable.
3.2 TESTING OF VFD
A. Components shall be pretested and complete VFD shall have full burn-in under full load.
The units shall be operated over the full speed range to certify noise limits are met.
END OF SECTION 230310
BASIC MECHANICAL MATERIALS AND METHODS 230513 - 1
SECTION 230513 - BASIC MECHANICAL MATERIALS AND METHODS
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes the following basic mechanical materials and methods to complement other Mechanical Sections.
1. Piping materials and installation instructions common to most piping systems.
2. Concrete base construction requirements.
3. Escutcheons.
4. Dielectric fittings.
5. Dielectric isolation tape
6. Flexible connectors.
7. Mechanical sleeve seals.
8. Nonshrink grout for equipment installations.
9. Field-fabricated metal and wood equipment supports.
10. Installation requirements common to equipment specification sections.
11. Mechanical demolition.
12. Cutting and patching.
13. Touchup painting and finishing.
14. Access Doors
B. Pipe and pipe fitting materials are specified in mechanical piping system Sections, if applicable.
1.2 DEFINITIONS
A. Finished Spaces: Spaces other than mechanical and electrical equipment rooms, furred spaces, pipe and duct shafts, unheated spaces immediately below roof, spaces above ceilings, unexcavated spaces, crawl spaces, and tunnels.
B. Exposed, Interior Installations: Exposed to view indoors. Examples include finished occupied spaces and mechanical equipment rooms.
C. Exposed, Exterior Installations: Exposed to view outdoors, or subject to outdoor ambient temperatures and weather conditions. Examples include rooftop locations.
D. Concealed, Interior Installations: Concealed from view and protected from physical contact by building occupants. Examples include above ceilings and in duct shafts.
E. Concealed, Exterior Installations: Concealed from view and protected from weather conditions and physical contact by building occupants, but subject to outdoor ambient temperatures. Examples include installations within unheated shelters.
F. The following are industry abbreviations for plastic materials:
1. ABS: Acrylonitrile-butadiene-styrene plastic.
2. CPVC: Chlorinated polyvinyl chloride plastic.
3. NP: Nylon plastic.
4. PE: Polyethylene plastic.
BASIC MECHANICAL MATERIALS AND METHODS 230513 - 2
5. PVC: Polyvinyl chloride plastic.
G. The following are industry abbreviations for rubber materials:
1. CR: Chlorosulfonated polyethylene synthetic rubber.
2. EPDM: Ethylene propylene diene terpolymer rubber.
1.3 SUBMITTALS
A. Product Data: For dielectric fittings, flexible connectors, access doors, solder/brazing material and mechanical sleeve seals.
B. Shop Drawings: Detail fabrication and installation for metal and wood supports and anchorage for mechanical materials and equipment.
C. Coordination Drawings: Detail major elements, components, and systems of mechanical equipment and materials in relationship with other systems, installations, and building components. Show space requirements for installation and access. Indicate if sequence and coordination of installations are important to efficient flow of the Work. Include the following:
1. Clearances for servicing and maintaining equipment, accessories, and specialties, including space for disassembly required for periodic maintenance.
2. Equipment and accessory service connections and support details.
3. Fire-rated wall and floor penetrations.
4. Scheduling, sequencing, movement, and positioning of large equipment into building during construction.
5. Access panel and door locations
1.4 QUALITY ASSURANCE
A. Comply with ASME A13.1 for lettering size, length of color field, colors, and viewing angles of identification devices.
B. Equipment Selection: Equipment of higher electrical characteristics, physical dimensions, capacities, and ratings may be furnished provided such proposed equipment is approved in writing and connecting mechanical and electrical services, circuit breakers, conduit, motors, bases, and equipment spaces are increased. Additional costs shall be approved in advance by appropriate Contract Modification for these increases. If minimum energy ratings or efficiencies of equipment are specified, equipment must meet design and commissioning requirements.
1.5 DELIVERY, STORAGE, AND HANDLING
A. Deliver pipes and tubes with factory-applied end caps. Maintain end caps through shipping, storage, and handling to prevent pipe end damage and prevent entrance of dirt, debris, and moisture.
B. Protect stored pipes and tubes from moisture and dirt. Elevate above grade. Do not exceed structural capacity of floor, if stored inside.
C. Protect flanges, fittings, and piping specialties from moisture and dirt.
D. Store plastic pipes protected from direct sunlight. Support to prevent sagging and bending.
BASIC MECHANICAL MATERIALS AND METHODS 230513 - 3
1.6 SEQUENCING AND SCHEDULING
A. Coordinate Mechanical equipment installation with other building components.
B. Arrange for pipe spaces, chases, slots, and openings in building structure during progress of construction to allow for mechanical installations.
C. Coordinate installation of required supporting devices and set sleeves in poured-in-place concrete and other structural components, as they are constructed.
D. Sequence, coordinate, and integrate installations of mechanical materials and equipment for efficient flow of the Work. Coordinate installation of large equipment requiring positioning before closing in building.
E. Coordinate connection of mechanical systems with exterior underground and overhead utilities and services. Comply with requirements of governing regulations, franchised service companies, and controlling agencies.
F. Coordinate requirements for access panels and doors if mechanical items requiring access are concealed behind finished surfaces.
G. Coordinate installation of identifying devices after completing covering and painting, if devices are applied to surfaces. Install identifying devices before installing acoustical ceilings and similar concealment.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
1. Dielectric Tape:
a. Holdrite (#272-4).
2. Metal, Flexible Connectors:
a. Flexicraft Industries.
b. Flex-Hose, Co., Inc.
c. Grinnell Corp.; Grinnell Supply Sales Co.
d. Mercer Rubber Co.
e. Metraflex Co.
f. Uniflex, Inc.
3. Rubber, Flexible Connectors:
a. General Rubber Corp.
b. Mercer Rubber Co.
c. Metraflex Co.
d. Red Valve Co., Inc.
e. Uniflex, Inc.
4. Mechanical Sleeve Seals:
a. Calpico, Inc.
b. Metraflex Co.
c. Thunderline/Link-Seal.
BASIC MECHANICAL MATERIALS AND METHODS 230513 - 4
2.2 PIPE AND PIPE FITTINGS
A. Refer to individual Specification piping Sections for pipe and fitting materials and joining methods, if applicable.
B. Pipe Threads: ASME B1.20.1 for factory-threaded pipe and pipe fittings.
2.3 JOINING MATERIALS
A. Refer to individual Specification piping Sections for special joining materials not listed below, if applicable.
B. Pipe-Flange Gasket Materials: Suitable for chemical and thermal conditions of piping system contents.
1. ASME B16.21, nonmetallic, flat, asbestos-free, 1/8-inch maximum thickness, unless thickness or specific material is indicated.
a. Full-Face Type: For flat-face, Class 125, cast-iron and cast-bronze flanges.
b. Narrow-Face Type: For raised-face, Class 250, cast-iron and steel flanges.
2. AWWA C110, rubber, flat face, 1/8 inch thick, unless otherwise indicated; and full-face or ring type, unless otherwise indicated.
C. Flange Bolts and Nuts: ASME B18.2.1, carbon steel, unless otherwise indicated.
D. Plastic, Pipe-Flange Gasket, Bolts, and Nuts: Type and material recommended by piping system manufacturer, unless otherwise indicated.
E. Solder Filler Metals: ASTM B 32.
1. ASTM B 32, 95/5 lead-free alloys. Include water –flushable and soluble flux according to ASTM B 813.
F. Brazing Filler Metals: AWS A5.8.
1. BCuP Series: Copper-phosphorus alloys.
2. BAg1: Silver alloy.
G. Welding Filler Metals: Comply with AWS D10.12 for welding materials appropriate for wall thickness and chemical analysis of steel pipe being welded.
H. Solvent Cements: Manufacturer's standard solvent cements for the following:
1. CPVC Piping: ASTM F 493.
2. PVC Piping: ASTM D 2564, medium bodied (bond). Include purple primer according to ASTM F 656.
I. Plastic Pipe Seals: ASTM F 477, elastomeric gasket.
J. Flanged, Ductile-Iron Pipe Gasket, Bolts, and Nuts: AWWA C110, rubber gasket, carbon-steel bolts and nuts.
K. Couplings: Iron-body sleeve assembly, fabricated to match OD of plain-end, pressure pipes.
1. Sleeve: ASTM A 126, Class B, gray iron.
2. Followers: ASTM A 47 malleable iron or ASTM A 536 ductile iron.
3. Gaskets: Rubber.
4. Bolts and Nuts: AWWA C111.
5. Finish: Enamel paint.
BASIC MECHANICAL MATERIALS AND METHODS 230513 - 5
2.4 DIELECTRIC FITTINGS
A. General Requirements: Assembly of copper alloy and ferrous materials or ferrous material body with separating nonconductive insulating material suitable for system fluid, pressure, and temperature, to prevent galvanic action and stop corrosion. Unions in first paragraph below are available in at least NPS 1/2 to NPS 2.
B. Dielectric Unions:
1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
a. Capitol Manufacturing Company.
b. Central Plastics Company.
c. EPCO Sales, Inc.
d. Hart Industries International, Inc.
e. Watts Regulator Co.; a division of Watts Water Technologies, Inc.
f. Zurn Mechanical Products Group; Wilkins Water Control Products.
2. Description:
a. Pressure Rating: 250 psig at 180 deg F.
b. End Connections: Solder-joint copper alloy and threaded ferrous.
c. Flanges in first paragraph below are available in at least NPS 1-1/2 to NPS 4.
C. Dielectric Flanges:
1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
a. Capitol Manufacturing Company.
b. Central Plastics Company.
c. EPCO Sales, Inc.
d. Watts Regulator Co.; a division of Watts Water Technologies, Inc.
2. Description:
a. Factory-fabricated, bolted, companion-flange assembly.
b. Pressure Rating: 175 psig minimum.
c. End Connections: Solder-joint copper alloy and threaded ferrous; threaded solder-joint copper alloy and threaded ferrous.
D. Dielectric-Flange Kits:
1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
a. Advance Products & Systems, Inc.
b. Calico, Inc.
c. Central Plastics Company.
d. Pipeline Seal and Insulator, Inc.
2. Description:
a. Nonconducting materials for field assembly of companion flanges.
b. Pressure Rating: 150 psig.
c. Gasket: Neoprene or phenolic.
d. Bolt Sleeves: Phenolic or polyethylene.
e. Washers: Phenolic with steel backing washers.
E. Dielectric Couplings:
1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
a. Calpico, Inc.
BASIC MECHANICAL MATERIALS AND METHODS 230513 - 6
b. Lochinvar Corporation.
2. Description:
a. Galvanized-steel coupling.
b. Pressure Rating: 300 psig at 225 deg F.
c. End Connections: Female threaded.
d. Lining: Inert and noncorrosive, thermoplastic.
F. Dielectric Nipples:
1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
a. Perfection Corporation; a subsidiary of American Meter Company.
b. Precision Mechanical Products, Inc.
c. Victaulic Company.
2. Description:
a. Electroplated steel nipple complying with ASTM F 1545.
b. Pressure Rating: 300 psig at 225 deg F.
c. End Connections: Male threaded or grooved.
d. Lining: Inert and noncorrosive, propylene.
2.5 DIELECTRIC ISOLATION TAPE
A. Tape to eliminate dissimilar metal contact: (equal to Holdrite #272-4)
1. White Polyester Felt. Pressure sensitive adhesive rubber base (one side only).
2. 4” width.
2.6 FLEXIBLE CONNECTORS
A. General: Fabricated from materials suitable for system fluid and that will provide flexible pipe connections. Include 125-psig minimum working-pressure rating, unless higher working pressure is indicated, and ends according to the following:
1. 2-Inch NPS and Smaller: Threaded.
2. 2-1/2-Inch NPS and Larger: Flanged.
3. Option for 2-1/2-Inch NPS and Larger: Grooved for use with keyed couplings.
B. Bronze-Hose, Flexible Connectors: Corrugated, bronze, inner tubing covered with bronze wire braid. Include copper-tube ends or bronze flanged ends, braze welded to hose.
C. Rubber, Flexible Connectors: CR or EPDM elastomer rubber construction, with multiple plies of NP fabric, molded and cured in hydraulic presses. Include 125-psig minimum working-pressure rating at 220 deg F. Units may be straight or elbow type, unless otherwise indicated.
2.7 MECHANICAL SLEEVE SEALS
A. Description: Modular sealing element unit, designed for field assembly, used to fill annular space between pipe and sleeve.
1. Sealing Elements: EPDM-rubber interlocking links shaped to fit surface of pipe.
Include type and number required for pipe materials and size of pipe.
2. Pressure Plates: Stainless steel.
3. Connecting Bolts and Nuts: Stainless steel of length required to secure pressure plates to sealing elements.
BASIC MECHANICAL MATERIALS AND METHODS 230513 - 7
2.8 PIPING SPECIALTIES
A. Sleeves: The following materials are for wall, floor, slab, and roof penetrations:
1. Steel Sheet Metal: 0.0239-inch minimum thickness, galvanized, round tube closed with welded longitudinal joint.
2. Steel Pipe: ASTM A 53, Type E, Grade A, Schedule 40, galvanized, plain ends.
3. Cast Iron: Cast or fabricated "wall pipe" equivalent to ductile-iron pressure pipe, with plain ends and integral waterstop, unless otherwise indicated.
4. Stack Sleeve Fittings: Manufactured, cast-iron sleeve with integral clamping flange.
Include clamping ring and bolts and nuts for membrane flashing.
a. Underdeck Clamp: Clamping ring with set screws.
5. Sleeve Fasteners: Manufactured, steel clips for securement during pour. Equal to B-line, BD40, BE-5-8 or BE-9-12.
B. Escutcheons: Manufactured wall, ceiling, and floor plates; deep-pattern type if required to conceal protruding fittings and sleeves.
1. ID: Closely fit around pipe, tube, and insulation of insulated piping.
2. OD: Completely cover opening.
3. Cast Brass: One piece, with set screw. (split face acceptable for existing piping)
a. Finish: Polished chrome-plate.
2.9 GROUT
A. Nonshrink, Nonmetallic Grout: ASTM C 1107, Grade B.
1. Characteristics: Post-hardening, volume-adjusting, dry, hydraulic-cement grout, nonstaining, noncorrosive, nongaseous, and recommended for interior and exterior applications.
2. Design Mix: 5000-psig, 28-day compressive strength.
3. Packaging: Premixed and factory packaged.
2.10 ACCESS DOORS
A. General: Provide access doors for all serviceable mechanical appurtenances (valves, trap primers, shock arresters, actuators, sensors, etcetera) in inaccessible locations. Such locations include gypsum, brick and CMU ceilings and walls.
B. Location of panels shall be carefully coordinated with other Exposed Devices as described in earlier paragraphs.
C. Manufacturers shall be Milcor, Mifab, or approved equal. Unless indicated otherwise, use panels equal to Milcor Style M for masonry and drywall construction, equal to Milcor Style
K for plastered masonry walls and ceilings. Stainless steel panels shall be used in ceramic tile or glazed structural tile.
D. Minimum construction features include 16-gage frame and door, continuous hinges, cam-style latch and 10x10" unobstructed opening size.
E. UL labeled when in fire-rated construction, one and one-half hour rating.
F. Access doors located outside, in restrooms or in a moisture-laden environment (dressing area, shower area, lockers, etcetera) shall be stainless steel construction.
BASIC MECHANICAL MATERIALS AND METHODS 230513 - 8
G. Equipment access doors shall be of sufficient size to remove/replace equipment and provide routine maintenance as necessary, unless otherwise noted. Doors shall be set flush with adjacent finish surfaces. All access doors shall be provided with cylinder locks. All access doors (MEP) shall have one (1) common key.
PART 3 - EXECUTION
3.1 PIPING SYSTEMS - COMMON REQUIREMENTS AND APPLICATIONS
A. General: Install piping as described below, unless piping Sections specify otherwise.
Individual piping Sections specify unique piping installation requirements.
B. General Locations and Arrangements: Drawing plans, schematics, and diagrams indicate general location and arrangement of piping systems. Indicated locations and arrangements were used to size pipe and calculate friction loss, expansion, pump sizing, and other design considerations. Install piping as indicated, unless deviations to layout are approved on
Coordination Drawings.
C. All piping to be installed in compliance with current NEC required clearances.
D. Install manufactured isolation clamps at all dissimilar metal pipe supports. Install dielectric isolation tape (engineer approved) only when a manufactured isolation clamp is not available.
E. Install piping at indicated slope.
F. Install components with pressure rating equal to or greater than system operating pressure.
G. Install piping in concealed interior and exterior locations, except in equipment rooms and service areas.
H. Install piping free of sags and bends.
I. Install exposed interior and exterior piping at right angles or parallel to building walls.
Diagonal runs are prohibited, unless otherwise indicated.
J. Install piping tight to slabs, beams, joists, columns, walls, and other building elements.
Allow sufficient space above removable ceiling panels to allow for ceiling panel removal.
K. Install piping to allow application of insulation plus 1-inch clearance around insulation.
L. Locate groups of pipes parallel to each other, spaced to permit valve servicing.
M. Install fittings for changes in direction and branch connections.
N. Install couplings according to manufacturer's written instructions.
O. Fire-Barrier Penetrations: Maintain indicated fire rating of walls, partitions, ceilings, and floors at pipe penetrations. Seal pipe penetrations with firestop materials. Comply with requirements in Section "Penetration Firestopping" for firestop materials and installations.
1. Fire-stop all sleeves at floor penetrations of multistory buildings including underfloor penetrations.
P. Verify final equipment locations for roughing-in.
BASIC MECHANICAL MATERIALS AND METHODS 230513 - 9
Q. Refer to equipment specifications in other Sections of these Specifications for roughing-in requirements.
R. Piping Joint Construction: Join pipe and fittings as follows and as specifically required in individual piping specification Sections:
1. Ream ends of pipes and tubes and remove burrs. Bevel plain ends of steel pipe.
2. Remove scale, slag, dirt, and debris from inside and outside of pipe and fittings before assembly.
3. Soldered Joints: Construct joints according to AWS's "Soldering Manual," Chapter
"The Soldering of Pipe and Tube"; or CDA's "Copper Tube Handbook."
4. Brazed Joints: Construct joints according to AWS's "Brazing Handbook," Chapter
"Pipe and Tube."
5. Threaded Joints: Thread pipe with tapered pipe threads according to ASME B1.20.1.
Cut threads full and clean using sharp dies. Ream threaded pipe ends to remove burrs and restore full ID. Join pipe fittings and valves as follows:
a. Note internal length of threads in fittings or valve ends, and proximity of internal seat or wall, to determine how far pipe should be threaded into joint.
b. Apply appropriate tape or thread compound to external pipe threads, unless dry seal threading is specified.
c. Align threads at point of assembly.
d. Tighten joint with wrench. Apply wrench to valve end into which pipe is being threaded.
e. Damaged Threads: Do not use pipe or pipe fittings with threads that are corroded or damaged. Do not use pipe sections that have cracked or open welds.
6. Welded Joints: Construct joints according to AWS D10.12, "Recommended Practices and Procedures for Welding Low Carbon Steel Pipe," using qualified processes and welding operators according to "Quality Assurance" Article.
7. Flanged Joints: Align flange surfaces parallel. Select appropriate gasket material, size, type, and thickness for service application. Install gasket concentrically positioned.
Assemble joints by sequencing bolt tightening to make initial contact of flanges and gaskets as flat and parallel as possible. Use suitable lubricants on bolt threads. Tighten bolts gradually and uniformly using torque wrench.
8. Plastic Piping Solvent-Cement Joints: Clean and dry joining surfaces by wiping with clean cloth or paper towels. Join pipe and fittings according to the following:
a. Comply with ASTM F 402 for safe-handling practice of cleaners, primers, and solvent cements.
b. CPVC Piping: ASTM D 2846 and ASTM F 493.
c. PVC Pressure Piping: ASTM D 2672.
d. PVC Nonpressure Piping: ASTM D 2855.
9. Plastic Piping Heat-Fusion Joints: Clean and dry joining surfaces by wiping with clean cloth or paper towels. Join according to ASTM D 2657 procedures and manufacturer's written instructions.
a. Plain-End Pipe and Fittings: Use butt fusion.
b. Plain-End Pipe and Socket Fittings: Use socket fusion.
3.2 ESCUTCHEON REQUIREMENTS
A. Install escutcheons at pipe penetrations of walls, ceilings, and floors in finished areas.
1.…
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