City of Winnipeg BASES, HANGERS AND SUPPORTS Section NEWPCC - Pump Well Isolation Page 1 of 6 Tender No June 2003

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NEWPCC - Pump Well Isolation Page 1 of 6 PART 1 General 1.1 RELATED SECTIONS.1 Section 01001 General Requirements..2 Section 03300 - Cast-in-Place Concrete..3 Section 05121 - Structural Steel for Buildings..4 Section 05500 - Metal Fabrications..5 Section 09900 Painting. 1.2 REFERENCES.1 American National Standards Institute/ American Society of Mechanical Engineers (ANSI/ASME).1 ANSI/ASME B31.1-2001, Power Piping, (SI Edition)..2 American Society for Testing and Materials (ASTM).1 ASTM A125-1996, Specification for Steel Springs, Helical, Heat-Treated..2 ASTM A307-2002, Specification for Carbon Steel Bolts and Studs, 60,000 PSI Tensile Strength..3 ASTM A563-2000, Specification for Carbon and Alloy Steel Nuts..3 Factory Mutual (FM).4 Manufacturer's Standardization Society of the Valves and Fittings Industry (MSS).1 MSS SP58-2002, Pipe Hangers and Supports - Materials, Design and Manufacture..2 MSS SP69-2002, Pipe Hangers and Supports - Selection and Application..3 MSS SP89-1998, Pipe Hangers and Supports - Fabrication and Installation Practices..5 Underwriter's Laboratories of Canada (ULC) 1.3 DESIGN REQUIREMENTS.1 Construct pipe hanger and support to manufacturer's recommendations utilizing manufacturer's regular production components, parts and assemblies..2 Base maximum load ratings on allowable stresses prescribed by ASME B31.1 or MSS SP58..3 Ensure that supports, guides, anchors do not transmit excessive quantities of heat to building structure..4 Design hangers and supports to support systems under all conditions of operation, allow free expansion and contraction, prevent excessive stresses from being introduced into pipework or connected equipment.

NEWPCC - Pump Well Isolation Page 2 of 6.5 Provide for vertical adjustments after erection and during commissioning. Amount of adjustment to be in accordance with MSS SP58..6 Ensure that metal-to-metal contact is prevented by use of coatings, paint, durable plastic shielding or other. 1.4 SHOP DRAWINGS AND PRODUCT DATA.1 Submit shop drawings and product data in accordance with Section 01001 General Requirements..2 Submit shop drawings and product data for following items:.1 All bases, hangers and supports..2 Connections to equipment and structure..3 Structural assemblies. 1.5 CLOSEOUT SUBMITTALS.1 Provide maintenance data for incorporation into manual specified in Section 01001 General Requirements, Submittals and Shop Drawings. PART 2 Products 2.1 GENERAL.1 Fabricate hangers, supports and sway braces in accordance with ANSI B31.1 and MSS SP58..2 Use components for intended design purpose only. Do not use for rigging or erection purposes..3 When bolting into concrete, use Hilti HVA Adhesive Anchors. Do NOT use wedge anchors. 2.2 PIPE HANGERS.1 Finishes:.1 Pipe hangers and supports: galvanized after manufacture..2 Use electro-plating galvanizing process or hot dipped galvanizing process..2 Upper attachment to concrete..1 Ceiling: Carbon steel welded eye rod, clevis plate, clevis pin and cotters with weldless forged steel eye nut. Ensure eye 6 mm minimum greater than rod diameter..3 Hanger rods: threaded rod material to MSS SP58, Grinnell Fig. 140 or equivalent..1 Ensure that hanger rods are subject to tensile loading only..2 Provide linkages where lateral or axial movement of pipework is anticipated..3 Hanger rod sizing as a minimum shall be as follows:

NEWPCC - Pump Well Isolation Page 3 of 6 Pipe Size (Nominal, mm) Hanger Rod Diameter (mm) 50 10 75 12 100 16 150 20.4 Do not use 22 mm or 28 mm rod..4 Pipe attachments: material to MSS SP58..1 Attachments for steel piping: carbon steel galvanized..2 Oversize pipe hangers and supports..5 Adjustable clevis: material to MSS SP69, ULC listed or FM approved, clevis bolt with nipple spacer and vertical adjustment nuts above and below clevis, Grinnell Fig. 260 or equivalent..6 U-bolts: carbon steel to MSS SP69 with 2 nuts at each end to ASTM A563, Grinnell Fig. 120 or equivalent..1 Finishes for steel pipework: galvanized. 2.3 PIPE SUPPORTS.1 Carbon steel to MSS SP69, ULC listed or FM approved..1 Adjustable pipe saddle support: Grinnell Fig. 264 or equivalent.2 Pipe stanchion: Grinnell Fig. 63 Type C or equivalent..3 Fix to floor as indicated by manufacturer. 2.4 RISER CLAMPS.1 Steel pipe: galvanized carbon steel to MSS SP58, type 42, ULC listed or FM approved. Grinnell Fig. 212 or equivalent..1 Install coincident with support lugs on pipe surface, every 1.83 m (6 feet)..2 Do NOT affix on pipe whereby weight is transferred to pipe coupling..3 Use of riser clamp that incorporates wall bracket is acceptable, subject to the conditions below..2 Wall brackets: galvanized carbon steel to MSS SP58, ULC listed or FM approved. Grinnell Fig. 195 or equivalent..3 Bolts: to ASTM A307..4 Nuts: to ASTM A563. PART 3 Execution 3.1 INSTALLATION.1 Install in accordance with:.1 Manufacturer's instructions and recommendations.

NEWPCC - Pump Well Isolation Page 4 of 6.2 Clamps on riser piping:.1 Support independent of connected horizontal pipework using riser clamps and riser clamp lugs welded to riser as indicated..2 Bolt-tightening torques to be to industry standards..3 Steel pipes: Install below shear lugs welded to pipe..3 Clevis plates:.1 Attach to concrete with minimum of 4 adhesive anchors, one at each corner..4 Pipe supports:.1 Ensure pipe stanchions only support horizontal pipe sections..2 Do not install where saddle contacts pipe fittings, valves, or other..5 Provide supplementary structural steelwork where structural bearings do not exist or where concrete inserts are not in correct locations..6 Use approved constant support type hangers where:.1 Vertical movement of pipework is 13 mm or more,.2 Transfer of load to adjacent hangers or connected equipment is not permitted..7 Use variable support spring hangers where:.1 Transfer of load to adjacent piping or to connected equipment is not critical..2 Variation in supporting effect does not exceed 25 % of total load. 3.2 HANGER SPACING.1 Hangers shall be spaced no more than 2.0 m from the adjacent hanger or other pipe support or according to the requirements of Canadian Plumbing Code, Manitoba Code, or authority having jurisdiction, whichever is most stringent..2 Fire protection: to applicable fire code..3 Flexible joint roll groove pipe: in accordance with table below, but not less than one hanger at joints. Maximum Pipe Size: NPS Maximum Spacing Steel 2 3.0 m 2-1/2 3.6 m 3 3.6 m 3-1/2 3.9 m 4 4.2 m.4 Within 300 mm of each elbow.

NEWPCC - Pump Well Isolation Page 5 of 6 3.3 HANGER INSTALLATION.1 Conform to MSS SP89..2 Install hanger so that rod is vertical under operating conditions..3 Adjust hangers to equalize load..4 Support from structural members. Where structural bearing does not exist or inserts are not in suitable locations, provide supplementary structural steel members. 3.4 RISER CLAMP SPACING.1 Plumbing piping: most stringent requirements of Canadian Plumbing Code or Manitoba Code, or authority having jurisdiction..1 Sump discharge pipe:.1 Provide clamps and wall brackets every 1.83 m (6 feet) coincident with shear lugs on pipe exterior..2 Ensure pipe riser is not supported by horizontal pipe sections or pump assemblies..3 Ensure clamps are not positioned such that load is transferred to Victaulictype couplings, pipe fittings, valves or joints..2 Feed pipe:.1 At vertical sections provide clamps and wall brackets every 1.83 m (6 feet) and within 300 mm below elbow or other joints where pipe flow changes direction..2 Ensure pipe riser is not supported by horizontal pipe sections or pump assemblies..3 Ensure clamps are positioned such that load is not transferred to pipe fittings, valves or joints..3 Wall brackets:.1 Affix to concrete wall coincident with riser clamps..2 Install steel backplate of appropriate thickness and area to evenly distribute load against wall..3 The assembly support bracing shall be anchored to the concrete wall with Hilti HVA Adhesive Anchors, the pull-out rating of the combined anchors shall be a minimum of 10 times greater than the static weight of the vertical pipe section. 3.5 HORIZONTAL MOVEMENT.1 Angularity of rod hanger resulting from horizontal movement of pipework from cold to hot position not to exceed 4 degrees from vertical..2 Where horizontal pipe movement is less than 13 mm, offset pipe hanger and support so that rod hanger is vertical in the hot position.

NEWPCC - Pump Well Isolation Page 6 of 6 3.6 FINAL ADJUSTMENT.1 Adjust hangers and supports:.1 Ensure that rod is vertical under operating conditions..2 Equalize loads..2 Adjustable clevis:.1 Tighten hanger load nut securely to ensure proper hanger performance..2 Tighten upper nut after adjustment..3 Pipe saddle support:.1 Adjust saddle support firmly against pipe, ensuring pipe is completely supported but not deflected..2 Ensure saddle cannot be easily or inadvertently re-adjusted once installed. END OF SECTION