The Lightweight Steel Frame House Construction Handbook Chapter Two Foundations 2-1 Foundations Introduction This chapter provides an overview of the fundamental issues relating to foundations supporting lightweight steel framed houses. Typically foundations for lightweight steel framed houses are constructed as they would be to accommodate a wood-framed structure and no special requirements are necessary. As with any foundation, it must be designed and constructed to resist all loads acting upon it. Structural loads, occupant loads as well as wind and snow loads all must be transferred down through the foundation onto the soil or rock below it. The foundation must also resist lateral loads such as soil and water pressures that may be exerted against it. It must transfer all of these loads onto the footing which rests on suitable soil or rock. The proper design and construction of the foundation affects the rest of the structure that rests on it. The foundation must provide a level surface to support the frame. A poorly built, out-of-square foundation often translates into a poorly built, out-of-square home. Foundations should not settle significantly over time or be affected by freezing and thawing of soils. Controlling moisture and heat flow in basements should be considered in order to create a comfortable living space. In many instances, foundations are also expected to control potentially harmful soil gases, such as radon, from entering the basement. In a number of regions in Canada specific measures must be adopted. Refer to your local building code and construction guides for specific information applicable to your area. Footings Footings must be designed to properly transfer and distribute the loads they support. Footings must be located under all walls, pilasters, columns, piers, fireplaces and chimneys. Most building codes will dictate a maximum supported span of floor joists and/or live loads beyond which the foundation must be sized by a design professional. In general, footing sizes depend upon the amount of load carried and the bearing capacity of the soil. The larger the load or the weaker the soil, the larger the footings required. Figures 2.1 and 2.2 can be used to size conventional strip footings where the bearing capacity of the soil is at least 75 kPa (1500 psf ). Building Science Note Protecting basement wall tracks from freshly poured concrete To prevent the bottom wall track of basement walls from coming into contact with fresh concrete as the floor slab is poured, the track can be wrapped in polyethylene (See Figure 2.2). 2-2 • The Lightweight Steel Frame House Construction Handbook Foundations Figure 2.1 Footing Sizes Under Exterior Walls The Lightweight Steel Frame House Construction Handbook • 2-3 Foundations Figure 2.2 Footings Under Interior Walls 2-4 • The Lightweight Steel Frame House Construction Handbook Foundations Once the footing width is determined, the footing thickness can be calculated. The thickness is never less than the projection beyond the footing’s supported element. For column footings, the projection is typically measured from the edge of the column’s steel base plate to the edge of the footing. See Figure 2.3 Figure 2.3 Requirements Common to all Footings It is important that the excavation is done to the correct elevation and that the bottom of the excavation is level. Footing framing must also be level and square. Concrete strength for footings must conform to all of the requirements of local codes. Typically concrete for house footings must have a strength of at least 15 MPa (2200 psi) at 28 days, refer to NBCC article 9.3.1.6. Foundation Walls Foundation walls supporting steel frames are typically made of poured concrete or masonry but can also be of insulated concrete forms (ICF) and preserved wood. Foundation walls must safely support all loads transferred from the building above as well as withstand any external loads from earth, water or earthquakes. When foundation walls are made of poured concrete proper practice includes attending to proper curing time, appropriate use of admixtures and proper care in extreme weather conditions. Exterior foundation walls can be considered laterally supported or unsupported. A wall is considered laterally supported if the floor system is anchored to the foundation wall regardless of floor joist direction. The same wall would be considered laterally unsupported if large window or door openings are installed. See Figure 2.4 for more specific information. Whether foundation walls support a steel frame structure or a wood frame structure, the same issues need to be addressed, namely: crack control, parging and finishing, dampproofing, foundation and surface drainage, waterproofing, backfilling and soil gas control. Inevitably irregularities at the top of the foundation may occur. Steel framing is usually able to tolerate the same variations from level, plumb and square as wood framing. It is important, nonetheless that exterior framing bear directly on the foundation. If a foundation is so uneven that the sill gasket cannot accommodate it, it must be properly repaired with grout or chiseled and chipped. The Lightweight Steel Frame House Construction Handbook • 2-5 Foundations Figure 2.4 Laterally Unsupported Walls Attachment to Foundation Walls There are various methods of floor system anchorage for a steel frame house: 1. Use a wood sill plate in the same manner as in a wood frame house; or 2. Attaching the closure channel directly to the foundation; or 3. Use a nested stud and track. This technique employs a piece of steel track in combination with stud to replace the wood sill plate. It is important to remember that any steel close to or in contact with concrete must be corrosion resistant. With every type of system a sill gasket, a double bead of non-hardening caulking, or a mortar bed must be provided under the sill plates (or under the closure channel if a sill plate is not used) as required by local building codes, this prevents direct contact between the steel and concrete. Foundation Anchors Foundation anchors that connect the foundation and the house frame are usually sunk into the concrete before it cures. If the foundation wall is made of concrete block the anchors are embedded in the mortar which fills the top course of block. The size and spacing of anchor bolts must follow the requirements of local building codes. 2-6 • The Lightweight Steel Frame House Construction Handbook Foundations Several different types of foundation anchors exist, see Figure 2.5. Critical for all types of anchor is that a proper bond is achieved between the anchor and the foundation to resist ‘pull-out’. J-bolts and threaded rods are embedded in the foundation with a threaded portion protruding for the attachment of the sill plate or rim joist. Embedded into the foundation wall is either a J-section or a nut and bolt that provide added resistance. Both J-bolts and threaded rods are commercially available. Figure 2.5 Foundation Anchor Types Epoxied anchor bolts can be used if the contractor does not want to embed anchors. Once the concrete has cured and the holes have been cleaned, appropriately sized holes are drilled into the concrete and fitted with a threaded rod. An epoxy resin is injected into the hole to form a strong bond. Anchor ties, as described in later sections, are another way of fastening a steel frame to the foundation. The size and spacing of the anchor bolts is specified by the building code as a minimum diameter of 13 mm (1/2 in) bolts spaced at a maximum 2400 mm (94 in) o.c. Anchor bolt placement is illustrated in Figure 2.6. The Lightweight Steel Frame House Construction Handbook • 2-7 Foundations Figure 2.6 Anchor Bolt and Joist Spacing Wood Sill Plate Anchorage In the wood sill plate anchorage technique a wooden member, usually 38 x 89 mm (2 x 4 in), is fastened to the foundation via anchor bolts. As depicted in Figure 2.7 a sill gasket, a double bead of non-hardening caulking, or a mortar bed must be provided between the sill plate and the foundation. The closure channel or rim joist must be securely fastened to the wood sill plate by means of a steel plate, as shown in Figure. 2.8, or through the flange of the closure channel into the plate. Figure 2.7 Wood Sill Plate 2-8 • The Lightweight Steel Frame House Construction Handbook Foundations Figure 2.8 Floor to Wood Sill Connection If the location of the anchor bolts interferes with the placement of the closure channel, the lower channel flange can be notched to accommodate the bolt. In no case, however, should the anchor bolts interfere with the connection of the joist to the closure channel: joists may never be notched. As an alternative, the holding nuts can be counter sunk and the anchor bolts trimmed so that sill plate surfaces remain smooth. When using a wood sill plate it is recommended that the wood be kiln dried to decrease moisture and shrinkage issues. Direct Bearing Anchorage Using direct bearing anchorage the closure channel/rim joist can be anchored directly to the foundation without the use of a sill plate. This eliminates issues of shrinkage experienced with wood but could be problematic if the foundation is not even. As with the wood sill plate method a sill gasket, a double bead of non-hardening caulking, or a mortar bed must be provided between the foundation and the rim joist. There are two ways to connect the rim joist to the foundation: by means of a clip angle or with an anchor tie. A clip angle is used in conjunction with an anchor bolt. The clip angle is fastened with 8- #8 screws to the rim joist and bolted to the foundation, they are spaced according to the required anchor bolt spacing, at least every 2400 mm (94 in) o.c. See Figure 2.9. Anchor ties are cast directly into the foundation and then fastened to the exterior side of the closure channel, as shown in Figure 2.10. The ties must be spaced in accordance with the layout of the xbracing used for wind and racking resistance, see Chapter 4. Anchor ties are proprietary systems and therefore information about spacing and fasteners is normally available from the manufacturer or specified by a design professional. As with all fastening systems, the spacing may be no greater than 2400 mm (94 in) o.c. as per building code. The Lightweight Steel Frame House Construction Handbook • 2-9 Foundations Figure 2.9 Clip Angle without Sill Plate Figure 2.10 Anchor Ties 2-10 • The Lightweight Steel Frame House Construction Handbook Foundations Nested Track and Stud Sill Plate This anchorage takes advantage of the ability of a steel sill plate to create a level surface while avoiding the shrinkage issues of wood. A nested track and stud are used as a sill plate, anchored with anchor ties. A closure channel is screwed onto the track and stud. Figure 2.11 illustrates this system. Attachment of the closure channel to the sill plate and the sill plate to the foundation is the same as described under the wood plate attachment requirements. Figure 2.11 Nested Track and Stud Detail Other Foundation Types Other foundation types may include proprietary systems such as insulated concrete forms. These systems should include specific instructions for the attachment of steel framing. Accommodating Window and Door Openings in Foundation Walls Where openings occur in basement walls to accommodate windows, a header is required to support the loadbearing walls and floor joists as shown in Figure 2.12. Note that in these areas the floor joists must be shorter since they attach to the header rather than the closure channel. Header and header selection are discussed in detail in Chapter 4. Loadbearing basement window frames are available for small windows, which can eliminate the need for a header. Refer to your window supplier. The Lightweight Steel Frame House Construction Handbook • 2-11 Foundations Figure 2.12 Framing Over Basement Openings Special Considerations At this stage the final cut list should be considered. Although the cut list should be prepared before construction, the final order should only be made once the foundation has been poured and field measurements made. If the foundation is not placed as planned, joist lengths need to be adjusted in order to accommodate the new dimensions. Double span joists can be adjusted by increasing their lap. Looking Ahead Anchor ties and X-bracing If using anchor ties remember that their layout should correspond with the layout for the x-bracing in the walls. Looking Ahead Exterior Finishes Remember to plan your foundation wall with your exterior finish in mind. Sometimes it is necessary that the foundation be wider than the required minimum in order to adequately support a finish such as brick veneer. 2-12 • The Lightweight Steel Frame House Construction Handbook Foundations Foundations Checklist Y Top of Foundation Walls Wood Sill Plate Direct Bearing Anchorage Nested Track and Stud Sill Plate Openings in Foundation Walls N Top of foundation walls are level, or have been chipped and grouted to provide a level surface A sill gasket, mortar bed or double row of non-hardening caulking has been installed between all framing members and the foundation Anchor bolts are a minimum diameter of 13 mm (1/2 in) bolts spaced at a maximum 2400 mm (94 in) o.c. If closure channel is fastened to the wood sill plate by means of a steel plate, the steel plate is fastened with 4-#8 screws to the closure channel and 4- 10d or 6-8d common nails connect the steel plate to the wood sill The closure channel can be fastened with screws through the flange to the sill plate If using anchor bolts and clip angles, the clip angle is fastened with 8- #8 screws to the rim joist and bolted to the foundation, they are spaced according to the required anchor bolt spacing, at most every 2400 mm (94 in) o.c. If using anchor ties, they have been installed and spaced according to manufacturer’s directions, at a spacing no greater than 2400 mm (94 in) o.c. Anchor bolts are a minimum diameter of 13 mm (1/2 in) bolts spaced at a maximum 2400 mm (94 in) o.c. If closure channel is fastened to the wood sill plate by means of a steel plate, the steel plate is fastened with 4-#8 screws to the closure channel and 4-#8 screws connect the steel plate to the sill plate The closure channel can be fastened with screws through the flange to the sill plate All openings have had a header designed from the appropriate Member Selection Tables (Appendix A) or have structural windows installed The Lightweight Steel Frame House Construction Handbook • 2-13
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