ࡱ> y|x_ pbjbjzyzy M6b6bg" 8PDT.1(D.r!V#0000000$&2420J$DDJ$J$04086*6*6*J$06*J$06*6* -W-ڮe$#-k00<.1+-,6r%6W-6W-J$J$6*J$J$J$J$J$00(&J$J$J$.1J$J$J$J$6J$J$J$J$J$J$J$J$J$ B : SECTION 20 05 29 supports and sleeves GENERAL RELATED DOCUMENTS Drawings and general provisions of the Contract, including General Conditions and Division01 Specification Sections, apply to this Section. SUMMARY Perform all Work required to provide and install supports, hangers, anchors, sleeves and bases for all pipe, duct, equipment, system components and accessories, indicated by the Contract Documents with all supplementary items necessary for complete, code compliant and approved installation REFERENCE STANDARDS The latest published edition of a reference shall be applicable to this Project unless identified by a specific edition date. All reference amendments adopted prior to the effective date of this Contract shall be applicable to this Project. All materials, installation and Workmanship shall comply with the applicable requirements and standards addressed within the following references: International Mechanical Code. International Plumbing Code. International Fuel Gas Code. ASME B31.2  Fuel Gas Piping. ASME B31.9  Building Services Piping. ASTM F708  Design and Installation of Rigid Pipe Hangers. MSS SP58  Pipe Hangers and Supports  Materials, Design and Manufacturer. MSS SP69  Pipe Hangers and Supports  Selection and Application. MSS SP89  Pipe Hangers and Supports  Fabrication and Installation Practices. MSS SP-90 - Guidelines on Terminology for Pipe Hangers and Supports. NFPA 13  Installation of Sprinkler Systems. NFPA 14 - Installation of Standpipe and Hose Systems. NFPA 99 - Standard for Health Care Facilities. UL 203 - Pipe Hanger Equipment for Fire Protection Service. SMACNA - HVAC Duct Construction Standards. Underwriters Laboratories Standards and Listings. QUALITY ASSURANCE Materials and application of pipe hangers and supports shall be in accordance with MSS-SP-58 and SP-69 unless noted otherwise. Support and sleeve materials and installation shall not interfere with the proper functioning of equipment. Contractor shall be responsible for structural integrity of all hangers, supports, anchors, guides, inserts and sleeves. All structural hanging materials shall have a minimum safety factor of five. Installer Qualifications: Utilize an installer experienced in performing Work of this Section who is experienced in installation of Work similar to that required for this Project and per the minimum requirements of MSS SP-89. Field welding of supports shall be by certified welders qualified in accordance with ASME Boiler and Pressure Vessel Code, Section IX using welding procedures per the minimum requirements of MSS SP-58. SUBMITTALS Product Data: Provide manufacturers catalog data including code compliance, load capacity, and intended application. Manufacturer's Installation Instructions: Indicate special procedures and assembly of components. Shop Drawings: Submit detailed Drawings of all shop or field fabricated supports, anchors and sleeves, signed and sealed by a qualified State of Texas registered professional engineer. Indicate size and characteristics of components and fabrication details and all loads exceeding 250 pounds imposed on the base building structure. Delivery, Storage and Handling Comply with manufacturers ordering instructions and lead time requirements to avoid construction delays. Deliver materials in manufacturers original, unopened, undamaged containers with identification labels intact. Maintain in place until installation. Store materials protected from exposure to harmful weather conditions. PRODUCTS GENERAL All materials shall meet or exceed all applicable referenced standards, federal, state and local requirements, and conform to codes and ordinances of authorities having jurisdiction. MANUFACTURERS Hangers and Supports: Anvil International. Kinder. Cooper B-Line. BASSET Holdrite National Pipe Hanger Corporation. Power Strut. Portable Roof Duct and Pipe Supports, Crossover Ramps and Stairs PHP Advanced Support Products HANGERS AND SUPPORTS General: Refer to individual system and equipment Specification Sections for additional support requirements. Comply with MSS SP-69 for support selections and applications that are not addressed within these Specifications. Utilize hangers and supports to support systems under all conditions of operation, allowing free expansion and contraction, and to prevent excessive stresses from being introduced into the structure, piping or connected equipment. All pipe supports shall be of the type and arrangement to prevent excessive deflection, to avoid excessive bending stresses between supports, and to eliminate transmission of vibration. Design hangers to impede disengagement by movement of supported pipe. Install building attachments within concrete slabs or attach to structural steel. Space attachments within maximum piping span length indicated in MSS SP-69. Install additional attachments at concentrated loads, including valves, flanges, guides, strainers, and expansion joints, and at changes in direction of piping. Wire or perforated strap iron will not be acceptable as hanger material. Hanger rods shall be threaded on both ends, threaded one end, or continuous threaded, complete with adjusting and lock nuts. Fasteners requiring explosive powder (shooting) or pneumatic-driven actuation will not be acceptable under any circumstances. Nail drive anchors, plastic anchors or plastic expansion shields will not be permitted under any circumstances. Hangers and clamps supporting and contacting individual non-insulated brass or copper lines shall be copper or copper plated. Support individual non-insulated brass or copper lines 4 inches and smaller with adjustable swivel ring hangers. Where non-insulated brass or copper lines are supported on trapeze hangers or channels, the pipes shall be isolated from these supports with approved flexible elastomeric/thermoplastic isolation cushion material to completely encircle the piping and avoid contact with the channel or clamp. Plastic tape is not acceptable. Hangers and clamps supporting and contacting glass piping shall be in accordance with the piping manufacturers published recommendations and shall be fully lined with minimum 1/4-inch neoprene padding. The padding material and the configuration of its installation shall be submitted for approval. Hangers and clamps supporting and contacting plastic piping shall be in accordance with the piping manufacturers published recommendations and shall be factory coated or padded to prevent damage to piping. Field fabricated supports shall be constructed from ASTM A36/A36M, steel shapes selected for loads being supported. Weld steel according to AWS D-1.1. Finishes: All ferrous hangers, rods, inserts, clamps, stanchions, and brackets on piping within interior non-corrosive environments, shall be dipped in Zinc Chromate Primer before installation. Rods may be galvanized, or cadmium plated after threading, in lieu of dipping zinc chromate. All hangers and supports exposed to the weather, including roofs and building crawl space areas, shall be galvanized or manufactured from materials that will not rust or corrode due to moisture. All hangers and supports located within corrosive environments shall be constructed from or coated with materials manufactured for installation within the particular environment. Vertical Piping: Supports for vertical riser piping in concealed areas shall utilize double bolt riser clamps, with each end having equal bearing on the building structure at each floor level. Supports for vertical riser piping at floor levels in exposed areas (such as fire protection standpipe in stairwells) shall be attached to the underside of the penetrated structure utilizing drilled anchors, two hanger rods (sized as specified), and socket clamp with washers. Twohole rigid pipe clamps or four-hole socket clamps with washers may be used to support pipe directly from adequate structural members where floor-to-floor distance exceeds required vertical support spacing and lines are not subject to expansion and contraction. Trapezes: Where multiple lines are run horizontally at the same elevation and grade, they may be supported on manufactured channel, suspended on rods or pipes. Trapeze members including suspension rods shall be properly sized for the quantity, diameters, and loaded weight of the lines they are to support. Ductwork: All ductwork shall be supported in accordance with SMACNA recommendations for the service involved. Horizontal ducts supported using galvanized steel bands shall extend up both sides and onto the construction above, where they shall turn over and be secured with bolts and nuts fitted in inserts set in the concrete, bolted to angles secured to the construction above, or secured in another approved manner. Terminal Units: Terminal units weighing up to 150 pounds shall be supported by four (4) 1-inch wide sheet metal straps with ends turned under bottom of unit at corners. Each band shall be secured by not over 3/4 inch in length, 1/4-inch diameter sheet metal screws two (2) on bottom of unit and one (1) on each side. The other strap end shall be attached to the structure by 1/4-inch diameter threaded bolt into the concrete insert or into drilledhole threaded concrete expansion anchor. Where interference occurs, overhead of the box, not allowing direct vertical support by straps, provide trapeze channels suspended by 1/4-inch diameter galvanized threaded rods providing such channels do not block access panels of units. Terminal units weighing more than 150 pounds shall be supported per the terminal unit manufacturers installation instructions using threaded rod and hanger brackets located per manufacturers drawing. Fixture and Equipment Service Piping: Piping at local connections to plumbing fixtures and equipment shall be supported to prevent the weight of the piping from being transmitted to fixtures and equipment. Makeshift, field-devised methods of plumbing pipe support, such as with the use of scrap framing materials, are not allowed. Support and positioning of piping shall be by means of engineered methods that comply with IAPMO PS 42-96. These shall be Holdrite support systems, BASSET or Owner-approved equivalent. Supports within chases and partitions shall be corrosion resistant metal plate, clamps, angles or channels, and aligned with structure in the vertical or horizontal position. Plastic supports are not allowed unless approved by Owner. Horizontal supports within chases and partitions that are attached to studs shall be attached at both ends. Drywall shall not be relied upon to support the piping. Supports for plumbing fixture water service piping within chases and partitions may be attached to cast iron drain and vent pipe with approved brackets and pipe clamps. Piping exposed on the face of drywall shall be supported with corrosion resistant metal channels that are attached to wall studs. Drywall shall not be relied upon to support the piping. Piping supported from the floor shall utilize corrosion resistant metal channels or brackets that are anchored to the floor slab. All water piping shall be isolated from building components to prevent the transmission of vibration into structure. All copper or brass lines shall be isolated from ferrous metals with dielectric materials to prevent electrolytic action. Plastic tape is not an acceptable isolation material. Fire Protection Piping: All hangers and supports for fire standpipe systems and fire sprinkler systems shall be Factory Mutual and Underwriters' Laboratories, Inc. listed and labeled. Inserts: Cast-in-place concrete inserts shall comply with MSS-SP-69, U.L. and F.M. approved, and sized to suit threaded hanger rods. Inserts shall have malleable iron case with galvanized steel shell and expander plug for threaded connection with lateral adjustment, top slot for reinforcing rods, lugs for attaching to forms; size inserts to suit threaded hanger rods. Suitable concrete inserts for pipe and equipment hangers shall be set and properly located for all pipe and equipment to be suspended from concrete construction. If the inserts are later found not to be in the proper location for the placement of hangers, then drilled anchors shall be installed. Drilled anchors in concrete or masonry shall be submitted for the approval. Manufactured inserts for metal deck construction shall have legs custom fit to rest in form valleys. Shop fabricated inserts shall be submitted and approved by Owner prior to installation. Inserts shall be of a type that will not interfere with structural reinforcing and that will not displace excessive amounts of structural concrete. Pipe Shields: Provide pipe shields in accordance with insulation manufacturers published recommendations. Install MSS SP-58, Type 39 protection saddles, if insulation without vapor barrier is indicated. Install MSS SP-58, Type 40 protective shields on cold piping with vapor barrier. Housekeeping Pads: Provide minimum 3.5-inch thick actual height (4-inch nominal) reinforced concrete pads with chamfered corners and equipment bases for all floor mounted equipment unless otherwise indicated. Air handling units shall sit on a minimum 4-inch thick actual height pad. Housekeeping pads shall extend minimum of 4 inches on all sides beyond the limits of the mounted equipment unless otherwise noted. Provide galvanized anchor bolts for all equipment placed on concrete pads or on concrete slabs of the size and number recommended by the equipment manufacturer. ROOF PIPE SUPPORTS Piping Supports Support pipes a minimum of 18 above finished roof. Provide clevis style pipe support for pipes with insulation protection shield. Supports shall be portable and not penetrate or attach to the roof. Materials General Design system using high density / high impact polypropylene bases with carbon black, anti-oxidants for UV protection, and steel framing for support is 1-5/8 inch B22TH or 1-7/8 inch BTS22TH. Custom design system to fit piping, conduits, equipment, or walkways to be installed and actual conditions of service and loading. Bases: Injection molded high density / high impact polypropylene with UV-inhibitors and anti-oxidants, conforming to the following: Density: 55.8 lb/cu ft. Chemical Resistance (oil, brake fluid, gasoline, diesel, antifreeze, battery acid, and sulfuric acid: No visual or physical change apparent. Sized as required by loading conditions and as indicated on the drawings. Shop fabricated with inserts for square tubing or threaded rods as required. Color: Integral black color as molded. Bases for Mechanical Attachment: Sealant chamber around penetration point, with injection port for sealing after fastening; beveled lip for sealant bead around entire diameter. Do not use bases containing carbonated plastics, press molded recycled rubber and plastics, steel, stainless steel, or any injection molded threaded receivers. Steel Framing: Channel Types: 1-5/8 inch B22TH or 1-7/8 inch BTS22H, as required for loading conditions. Thickness: 12 gage. Form: Roll-formed 3-sided or tubular shape, perforated with 9/16 inch holes at 1-7/8 inch centers on three sides. Finish: Hot dip galvanize in accordance with ASTM A 123 after fabrication, free of roughness, whiskers, unsightly spangles, icicles, runs, barbs, sags, droplets, and other surface blemishes. Provide stainless steel clamps, bolts, nuts and washers. Do not use tubing or tube steel. Pipe and duct penetrations General: Seal penetrations through all rated partitions, walls and floors with U.L. tested assemblies to provide and maintain a rating equal to or greater than the partition, wall or floor. Inside diameter of all sleeves or cored holes shall provide sufficient annular space between outside diameter of pipe, duct or insulation to allow proper installation of required fire and water proofing materials and allow for movement due to expansion and contraction. Exposed ceiling, floor and wall pipe penetrations within finished areas (including exterior wall faces) shall be provided with chrome plated, brass or stamped steel, hinged, split-ring escutcheon with set screw or snap-on type. Inside diameter shall closely fit pipe outside diameter or outside of pipe insulation where pipe is insulated. Outside diameter shall completely cover the opening in floors, walls, or ceilings. In exterior, damp, or corrosive environments, use Type 302 stainless steel escutcheons. Floor Pipe Penetrations: Seal penetrations through all floors to provide and maintain a watertight installation. Sleeves cast in the slab for pipe penetrations shall be Schedule 40 steel, ASTM A53, with 2-inch-wide annular fin water-stop continuously welded at midpoint of slab. Entire assembly shall be hot-dipped galvanized after fabrication. Water-stop shall be same thickness as sleeve. Cored holes in the slab for pipe penetrations shall be provided with a Schedule 40 steel, ASTM A53 sleeve, with 2-inch-wide annular fin water-stop continuously welded at point on sleeve to allow countersinking into slab and waterproofing. Entire sleeve assembly shall be hot-dipped galvanized after fabrication. Water-stop shall be same thickness as sleeve. All sleeves shall extend a minimum of two inches above finished floor. Where job conditions prevent the use of a sleeve that extends two inches above the slab, consult the AE/Owner Team. Provide link seals that meet fire rating requirements without use of additional fire stopping material in order to maintain required floor rating. Wall Penetrations: Where piping or ductwork passes through non-rated partition, close off space between pipe or duct and construction with gypsum wallboard and repair plaster smoothed and finished to match adjacent wall area. Pipe penetrations through interior rated partitions shall be provided with adjustable prefabricated U.L. listed fire rated galvanized sheet metal sleeves having gauge thickness as required by wall fire rating, 20 gauge minimum. EXCEPTION: When U.L. Listed assembly does not require a sleeve, Pipe penetrations through exterior walls and walls below grade shall be provided with Link-Seal mechanical casing seal manufactured by Thunderline Corporation. Ductwork penetrations through rated partitions, walls and floors shall be provided with sleeves that are manufactured integral with the damper assembly installed. Flashing: Coordinate flashing material and installation required for pipe and duct roof penetrations with Owner and roofing Contractor. Provide flexible flashing and metal counter-flashing where ductwork penetrates exterior walls. Seal penetration water and air tight. Provide acoustical flashing around ducts and pipes penetrating equipment rooms, with materials and installation in accordance with manufacturer's instructions for sound control. Roof Curbs: Coordinate roof curb material and installation with Owner and roofing Contractor. EXECUTION Preparation Conduct a pre-installation meeting prior to commencing Work of this Section to verify Project requirements, coordinate with other trades, establish condition and completeness of substrate, review manufacturers installation instructions and manufacturers warranty requirements. INSTALLATION Installation shall meet or exceed all applicable federal, state and local requirements, referenced standards and conform to codes and ordinances of authorities having jurisdiction. Application, sizing and installation of piping, supports, anchors and sleeves shall be in accordance with manufacturer's printed installation instructions. Provide for vertical adjustments after erection and during commissioning, where feasible, to ensure pipe is at design elevation and slope. Install hangers and supports to allow controlled thermal movement of piping systems, permitting freedom of movement between pipe anchors, and to facilitate action of expansion joints, expansion loops, expansion bends, and similar units. Install hanger so that rod is vertical under operating conditions. Supports, hangers, anchors, and guides shall be fastened to the structure only at such points where the structure is capable of restraining the forces in the piping system. The load and spacing on each hanger and/or insert shall not exceed the safe allowable load for any component of the support system, including the concrete that holds the inserts. Reinforcement at inserts shall be provided as required to develop the strength required. Contractor shall be responsible for engaging a structural engineer as required for design and review at support systems. Do not hang pipe, duct or any mechanical/plumbing item directly from a metal deck or locate on the bottom chord of any truss or joist unless approved by the Structural Engineer of Record. All supports shall be designed and installed to avoid interference with other piping, hangers, ducts, electrical conduit, supports, building structures, equipment, etc. Piping supports shall be independent from ductwork supports. Combining supports is not permitted. Provide all supporting steel required for the installation of mechanical equipment and materials, including angles, channels, beams, etc. to suspended or floor supported tanks and equipment. All of this steel may not be specifically indicated on the Drawings. All piping and ductwork supports shall be designed and installed to allow the insulation to be continuous through the hangers. Adjustable clevis hangers shall be supported at rods with a nut above and below the hanger. All hanger rods shall be trimmed neatly so that 1 inch of excess hanger rod protrudes beyond the hanger nut. In the event a rod is intentionally but temporarily left excessively long (for sloped or insulated lines for example), the Contractor shall take appropriate measures to protect the pipe or other materials from damage. Install hangers to provide minimum inch space between finished covering and adjacent structures, materials, etc. Horizontal and vertical piping in chases and partitions shall be supported to prevent movement and isolated from the supports to prevent transmission of vibration to structure. Locate hangers within 12 inches of each horizontal elbow. Where several pipes can be installed in parallel and at same elevation, provide multiple or trapeze hangers. Support riser piping independently of connected horizontal piping. Riser piping is defined as vertical piping extending through more than one floor level. Support riser piping at each floor level and provide additional supports where floor-to-floor distance exceeds required vertical support spacing. Installation of riser clamps and welded steel riser supports shall not allow weight of piping to be transmitted to floor sleeves. Steel Bar Joists: Hanger rods shall be secured to angle irons of adequate size; each angle shall span across two or more joists as required to distribute the weight properly and shall be welded or otherwise permanently fixed to the top of joists. Steel Beams: Where pipes and loads are supported under steel beams, approved type beam clamps shall be used. Pre-Cast Tee Structural Concrete: Hanger supports, anchors, etc. attached to the precast, double tee, structural concrete system shall be installed in accordance with approved Shop Drawings only. Holes required for hanger rods shall be core drilled in the "flange" of the double tee only; impact type tools are not allowed under any circumstances. Core drilling in the "stem" portions of the double tee is not allowed. Holes core drilled through the "flange" for hanger rods shall be no greater than 1/4 inch larger than the diameter of the hanger rod. Hanger rods shall be supported by means of bearing plates of size and shape acceptable to the Architect/Engineer, with welded double nuts on the hanger rod above the bearing plate. Cinch anchors, lead shields, expansion bolts, and studs driven by explosion charges are not allowed under any circumstances in the lower 15 inches of each stem and in the "shadow" of the stem on the top side of the "double tees". Mechanical Sleeve Seal Installation: Select type and number of sealing elements required for pipe material and size. Position pipe in center of sleeve. Assemble mechanical sleeve seals and install in annular space between pipe and sleeve. Tighten bolts against pressure plates that cause sealing elements to expand and make watertight seal. Inserts: Install inserts for suspending hangers from reinforced concrete slabs and sides of reinforced concrete beams. Where concrete slabs form finished ceiling, locate inserts flush with slab surface. Install anchors in concrete after concrete is placed and completely cured. Install anchors according to manufacturer's written instructions. Flashing: Coordinate all roof flashing with requirements of Division 07. Pipe Shields: Provide shields at each hanger supporting insulated pipe. Provide shields of the proper length to distribute weight evenly and to prevent compression of insulation at hanger. Install shield so that hanger is located at the center of the shield. Attach shield to insulation with adhesive to prevent slippage or movement. Equipment Anchor Bolts: Foundation bolts shall be placed in the forms when the concrete is poured, the bolts being correctly located by means of templates. Each bolt shall be set in a sleeve of sufficient size to provide inch clearance around bolt. ROOF PIPE/DUCT SUPPORTS AND CROSSOVERS Install all roof pipe/duct supports and crossovers per manufacturers instructions. Pipe and Duct Support Systems Locate bases and support framing as specified herein. Provide complete and adequate support of all piping and ducts, whether or not all required devices are shown. The use of wood for supporting piping is not permitted. Provide supports spaced so deflection of piping does not exceed 1/240 of span. Install framing at spacing indicated, but in no case at greater than 10 feet on center. Accurately locate and align bases. Consult manufacturer of existing or new roofing system as to the type of isolation pads required between the roof and base. Set isolation pads in adhesive if required by manufacturer's instructions. Place bases on isolation pads. Adhere or mechanically attach if required by code. e. Where applicable, replace gravel around bases. Set framing posts into bases and assemble framing structure as indicated. Use galvanized fasteners for galvanized framing and stainless-steel fasteners for stainless steel framing. 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