Construct exterior walls with structural insulated panels (SIPs) to provide an air-tight wall with consistent insulation and very little thermal bridging.
- Design and construct SIP walls according to manufacturer’s specifications.
- Seal all seams between SIPs following manufacturer's specifications.
- Obtain engineering approval if required. The IRC provides a prescriptive pathway for compliance of SIPs, although additional engineering review and approval may be required for SIP wall construction in areas that are subject to high wind speeds and areas that are prone to earthquakes.
See the Compliance Tab for related codes and standards requirements, and criteria to meet national programs such as DOE’s Zero Energy Ready Home program, ENERGY STAR Single-Family New Homes, and EPA Indoor airPLUS.
SIPs consist of two layers of plywood or OSB that “sandwich” an inner core of insulating rigid foam. SIP walls meet or exceed typical dimensional lumber construction structural properties. Because less framing is needed with SIP panels, there is also less thermal bridging than in a stick-built wall. Studies have found that framing comprises 25% of a stick-built wall and 14% of an advanced framed wall but only 8.7% of a SIP wall (CEC 2001; Carpenter and Schumacher 2003).
SIP panel walls are less susceptible to air leakage and convection and resultant potential condensation problems than stick-built walls (see Figure 1).
The following general guidance is provided when installing SIP panels. Also, follow the specific manufacturer’s instructions for the SIP product to be installed.
How to Install SIP Panels
When installing SIPs the ten most important considerations are the following (Christian 2011).
- Start with detailed plans.
Meet with all subcontractors and key personnel before construction to review the plans and discuss sequencing. Either train yourself on SIP installation or have trained personnel involved in the project at as early a stage as possible. Know the location of structural point loads. Continuously check the accuracy of shop drawings to ensure the installation matches the intent of the plans. In general, the entire exterior wall needs to be supported all the way to the foundation. Plan for a single ridge beam if possible for simplicity of installation. The ridge beam generally has several intermittent load points that transfer the design load to the ground. Understanding where these load points are located is important to maintain not only the needed structural support within the conditioned space but also to maintain chase ways for HVAC, plumbing, and electrical distribution. Make sure that the window and door rough openings are correctly placed in precut panels. Avoid designs that call for ganged or mulled windows because they are heavy, awkward to handle, and harder to install. They also require more solid wood headers in the SIP panels, resulting in potential thermal bridging. Make sure that the HVAC chases are specified and maintained as construction proceeds. Make sure the electrical plan is complete and reflected in the panel cut drawings sent to you for your approval prior to panel fabrication. Keep all plumbing out of exterior walls and keep the electrical in exterior walls to the bare minimum. Run all vertical chases into floor spaces by routing from exterior to interior walls and then up or down. An excellent book to read before constructing your first SIP house is Building with Structural Insulated Panels by Michael Morley (Morley 2000).
- Protect the panels prior to installation.
Avoid damaged panels. Ideally have the foundation assembly completed just before the arrival of the panels. Coordinate with the SIP manufacturer to determine who will unload and stack the panels when they arrive at the work site, it is generally the contractor’s responsibility to unload the truck. To protect the panels and minimize handling, stack the panels high, dry, and flat and in the order they will be needed as when assembly begins. Manufacturers ship groups of panels that will be erected together. Panels should be stacked off the ground on 4 X 4 timbers no more than 6 ft. apart and covered with a tarp (Figure 2 and Figure 3). Avoid locating the stacks above standing water and wet soils. Place a ground cover down first to avoid soil moisture driving conditions transporting ground moisture up into the panels and causing edge swelling. Reusable tarps are easily held in place by wedging scraps of wood into the recessed cut-outs for the splines at the ends of the panels. Make sure the panels lay flat while stored on site.
- Ensure the foundation is plumb, level, and square.
There is less tolerance for foundations that are not level in SIP construction than in stick-frame construction. Double-check to make sure you have the right dimensions for the footer, foundation wall, and floor on the design drawings, and measure for confirmation of plumb, level, and square of the footer, foundation wall, and floor during construction. The concrete subcontractor needs to understand that a SIP foundation must be closer to plumb, level, and square than the typical residential construction industry accepted standard.
Figure 4 shows the recommended foundation/floor/SIP wall detail. The outside facing of the SIP must have continuous structural support for the full length of the bottom edge. It should sit on, not hang over the edge of the top plate. Install a termite shield and capillary break between the sill plate and foundation wall; this can be aluminum flashing that covers the top of the foundation from the inside to outside wall surfaces.
- Assemble the Walls and Roof.
For assembling the exterior walls there are two general approaches: 1) assemble 4x8-foot SIP panels manually or 2) assemble 10x24-foot panels with rough openings precut that are lifted in place with a crane or forklift with a high boom pole (See Figures 5 and 6). Larger wall panels have fewer seams, which reduces both thermal bridging and the risk of air leakage.
For assembling the roof, use a boom truck and crane with proper rigging to lift the ridge beam and SIP ceiling panels. For quickest assembly, use a single ridge beam and have it available on site to lift in place as soon as the walls are up, plumbed, leveled, and squared. Lift the ridge beam in place with the boom truck and a rigger’s sling made up of double-choker hitches. Have the roof panels and crews in place so that once the crane arrives and the beam is placed, the roof panel placement can commence immediately, so that rigging time and costs are minimized.
- Connect the panels together.
The SIP package will have with it a detailed set of plans and instructions with corresponding panel numbers marked on both the plans and on the panels themselves. The shipment will also include connecting splines and caulking to connect the panels to each other. The three most common splines are shown in Figures 7, 8, and 9. The structural spline (a solid 2x) should only be used when the load cannot be carried by the panels alone. The surface splines almost completely eliminate thermal bridging. Some splines can be installed by the SIP manufacturer in one of the panels in the factory, which saves site assembly time.
Apply caulk to the seams before assembly following the SIP manufacturer’s instructions and using their caulk, if provided. Make sure seams are continuous (see Figure 10). Consider using a power caulker. The wall/floor, wall/wall, and wall/roof seams can each require as many as six beads of caulk, and the roof ridge can require up to 8 beads of caulk. In a 1200-square-foot house this can total over 5,000 linear feet of caulk (more than 17 football fields).
Use lift plates and a belt winch (available from the manufacturer) to pull panels together tightly, if needed (Figure 11).
Install peel-and-stick tape at panel-to-panel seams and at the ridge and wall-roof interface (See Figure 12).
Use a smoke pencil and blower door testing prior to drywalling to ensure that panel seams are tight (Figure 13).
- Cut panels for window and door rough openings.
In pre-manufactured SIP kits, the rough openings for windows and doors are all pre-cut and routed. However, if the raw panels are used, these openings will need to be made on site. First, mark the rough opening on the SIP. The rough opening can be in one or two panels. If the width is greater than 5 ft., the load at the header should be engineered (box beam, insulated header, or built-up structural header). The opening is easily cut with a light-weight chainsaw with a stable base plate. Once the panel sections are knocked out, remove foam from all four sides to a depth of 1.5 in. with a hot wire scoop. Apply a bead of caulk to the inside surface of both faces all the way around the opening and apply a bead of expanding foam to the foam core. Install the 2X sill cut to 3 inches longer than the rough opening width. Then install the same length header. Hammer in the side jambs, which are cut to the rough opening height. Nail off all the 2x opening frames from both facings every 6 in. (Morley 2000).
- Install electrical wiring.
Electrical wiring placement should be designed to stay as much as possible within interior walls. Electric chases are cut in the SIP foam prior to shipping, and when the panels are installed you must provide 1.5-in.-diameter access holes in plating, structural splines, and the precast foundation to align with electrical wire chases in the panels. From the basement or crawlspace, the electrician can easily measure the location of each vertical wire chase. All electrical wires are pulled after cutting out the outlet box locations and prior to setting the electric boxes. The boxes are threaded onto the wires and set in the SIP. Apply low-expanding foam sealant around the box and in the chase once all the wires are pulled to block this potential air leakage path. The wall detail in Figure 14 is one technique for installing electrical wiring without having to cut into SIP panels.
When positioning ceiling fans and other heavy lighting fixtures, be sure the locations are clearly dimensioned on the drawings sent to the SIP manufacturer so the manufacturer can provide added structural support and electric chases in the SIP ceiling panels. With a little planning, the desired location of these fixtures can be aligned with the panel splines and additional solid wood inserted in the panels in the factory. Along the ridge beam is also a good location to include a wire chase (Christian 2010).
- Install plumbing.
Keep plumbing out of exterior walls. More pipe hangers may be needed to suspend water and sewer piping below a SIP floor.
- Install a drainage plane.
The above-grade wall drainage plane can be attained by wrapping the house with one or two layers of house wrap and making sure the window/SIP interface is correct (Figures 15 and 16). Install sill pans under each window and door that drain only to the outside (Figure 17). The drainage plane must be continued at the base of the first floor by providing flashing that directs any wind-driven rainwater away from the wall at the wall-foundation junction. Figure 18 shows the detailing of the drainage plane at an exterior corner (BSC 2008).
- Install exterior cladding and interior finishes.
Exterior siding or masonry veneer can be applied to a SIP similarly to stud-constructed walls. Because fasteners will be embedded in the 7/16-inch OSB sheathing only, review the cladding manufacturer's attachment requirements and the OSB fastener withdrawal strengths. Some SIP manufacturers recommend using 8d ring shank nails and placing 25% more fasteners than the siding manufacturer would recommend for stick framing (for example nails placed every 12 inches instead of every 16 inches) or using screws instead of nails or staples at same fastener schedule (Premier SIPS 2011). In some high wind areas, horizontal lapped siding may require both blind and face nailing on prescribed spacing for proper attachment to SIPs.
SIPs walls and ceilings are usually covered with drywall on the interior. Applying drywall on SIP panels is easier than applying to studs because the solid OSB backing allows fasteners to be applied and drywall joints can occur almost anywhere, reducing drywall waste. Vertical drywall seams should be offset from structural insulated panel seams. Because SIP panels are straighter, no shimming is required.
- Attaching roof cladding and solar modules to SIPs
The recommended roofing to cover a SIP roof structure and attach solar collectors is raised metal seam roofing. The standing seams on the roof allows for the attachment of the solar water heater collectors and photovoltaic modules without any roof penetrations. This is advantageous because fewer roof membrane penetrations mean less water leak risk.
The air tightness of the envelope assembly can be easily tested by conducting a whole-house blower test prior to drywall installation. While the house is depressurized, inspect all panel seams with a smoke stick. This test will help identify uncontrolled air passages during construction when it is much easier to seal from the inside space instead of the enclosed attic and crawl space. Other steps the builder can take to ensure success in reducing thermal bridging with SIP construction include planning ahead to simplify the design, taking care with the design to use a single ridge beam; minimize the number of seams; plan for electrical, plumbing and HVAC routes to minimize cuts in the SIPS; use trained installers, use a square and level foundation; keep panels clean, dry, and flat prior to installation; careful air and water management at windows and doors; and careful caulking and sealing at all panel seams.
Since the typical 4.5 inch thick SIP with OSB sandwiching EPS type I insulation is uniformly vapor semi-impermeable and “bi-laterally” symmetrical – the resistance to vapor flow is identical from one side of the panel centerline to the next. This means that if the SIP core is at least 3.5 inches thick and if the core has a vapor resistance of 3.5 perms or less per inch, then this wall assembly can be used in any climate zone. (Lstiburek 2008). In very cold climates, including the Arctic and Antarctic, special air sealing techniques are required, see the Builders Guide to Structural Insulated Panels (SIPs) for all Climates for guidance.
In areas that are prone to earthquakes the structure should be built with the appropriate seismic protection. The IRC authorizes SIP construction in Seismic Design Categories A, B, and C, but SIPs can also be utilized in higher-risk seismic zones when code compliance can be demonstrated through a recognized third-party evaluation report. Construction in higher-risk seismic zones may require additional engineering.
The Compliance tab contains both program and code information. Code language is excerpted and summarized below. For exact code language, refer to the applicable code, which may require purchase from the publisher. While we continually update our database, links may have changed since posting. Please contact our webmaster if you find broken links.
Thermal Enclosure System.
3. Reduced Thermal Bridging.
3.4 At above-grade walls separating conditioned from unconditioned space, one of the following options used (rim / band joists exempted):17
3.4.2 Structural Insulated Panels OR; Insulated Concrete Forms OR; Double-wall framing OR;18, 21
Footnote 17) Mass walls utilized as the thermal mass component of a passive solar design (e.g., a Trombe wall) are exempt from this Item. To be eligible for this exemption, the passive solar design shall be comprised of the following five components: an aperture or collector, an absorber, thermal mass, a distribution system, and a control system. For more information, see: https://www.energy.gov/sites/prod/files/guide_to_passive_solar_home_design.pdf. Mass walls that are not part of a passive solar design (e.g., CMU block or log home enclosure) shall either utilize the strategies outlined in Item 3.4 or the pathway in the assembly with the least thermal resistance, as determined using a method consistent with the 2013 ASHRAE Handbook of Fundamentals, shall provide ≥ 50% of the applicable assembly resistance, defined as the reciprocal of the mass wall equivalent U-factor in the 2009 IECC Table 402.1.3. Documentation identifying the pathway with the least thermal resistance and its resistance value shall be collected by the Rater and any Builder Verified or Rater Verified box under Item 3.4 shall be checked.
Footnote 18) Up to 10% of the total exterior wall surface area is exempted from the reduced thermal bridging requirements to accommodate intentional designed details (e.g., architectural details such as thermal fins, wing walls, or masonry fireplaces; structural details, such as steel columns). It shall be apparent to the Rater that the exempted areas are intentional designed details or the exempted area shall be documented in a plan provided by the builder, architect, or engineer. The Rater need not evaluate the necessity of the designed detail to certify the home.
Footnote 21) Double-wall framing is defined as any framing method that ensures a continuous layer of insulation covering the studs to at least the R-value required in Item 3.4.1 of the Checklist, such as offset double-stud walls, aligned double-stud walls with continuous insulation between the adjacent stud faces, or single-stud walls with 2x2 or 2x3 cross-framing. In all cases, insulation shall fill the entire wall cavity from the interior to exterior sheathing except at windows, doors and other penetrations.
Please see the ENERGY STAR Single-Family New Homes Implementation Timeline for the program version and revision currently applicable in in your state.
Exhibit 1 Mandatory Requirements.
Exhibit 1, Item 1) Certified under the ENERGY STAR Qualified Homes Program or the ENERGY STAR Multifamily New Construction Program.
Exhibit 2, Item 2) Ceiling, wall, floor, and slab insulation shall meet or exceed 2015 IECC levels and achieve Grade 1 installation, per RESNET standards.
Section R301.2.2 outlines the seismic provisions and requirements for townhouses in Seismic Design Categories C, D0, D1, and D2 and detached one- and two-family dwellings in Seismic Design Categories D0, D1, and D2. Seismic design categories are determined based on spectral response acceleration, SDS, which depends on location and soil conditions. Buildings in Seismic Design Category E shall be designed to resist seismic loads in accordance with the International Building Code, although Section R301.2.2 discusses methods for reclassifying to a lower seismic design category.
Section R301.2.2.2.1 limits the dead load weight for above grade SIP walls to ten pounds per square foot (480 Pa).
Section R301.2.2.7 (2009, 2012, 2015 IRC R301.2.2.3.1) limits the height of structural insulated panel buildings to two stories above grade plane.
R301.3 limits the story height of SIP walls to no more than 11 feet 7 inches (3531 mm) and bearing wall height per story as permitted by Section R610 tables not to exceed 10 feet (3048 mm). 2009 IRC limits maximum floor framing height to no more than 16 inches (406 mm).
Section R602.1.11 (2018 IRC R610.3) Structural insulated panels shall be manufactured and identified in accordance with ANSI/APA PRS 610.1. 2009-2015 IRC do not specify ANSI/APA PRS 610.1 but specify materials required for SIPs in Section R610 (2015 IRC Section R610, 2012 IRC Section R613, and 2009 IRC Section 614)
Section R610 (2012 IRC Section R613 and 2009 IRC Section 614) outlines additional requirements for SIP system construction. The provisions of this section are limited to SIP constructed buildings that are no greater than 60 feet (18288 mm) in length perpendicular to the joist or truss span, no greater than 40 feet (12192 mm) in width parallel to the joist or truss span and no greater than two stories in height with each wall no greater than 10 feet (3048 mm) high. In addition, ultimate design wind speed (Vult) should not be greater than 155 miles per hour (69 m/s) in Exposure B or 140 miles per hour (63 m/s) in Exposure C, ground snow load is no greater than 70 pounds per square foot (3.35 kPa), and the seismic design category is A, B, or C.
Section R102.7.1 Additions, alterations, or repairs. Additions, alterations, renovations, or repairs shall conform to the provisions of this code, without requiring the unaltered portions of the existing building to comply with the requirements of this code, unless otherwise stated. (See code for additional requirements and exceptions.)
Appendix J regulates the repair, renovation, alteration, and reconstruction of existing buildings and is intended to encourage their continued safe use.
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The following authors and organizations contributed to the content in this Guide.
Structural insulated panels (SIPs) are a sandwich made up of foam insulation glued between two layers of sheathing (e.g., oriented strand board, magnesium oxide board, or drywall). SIP wall and roof panels are produced in a factory and come to the job site clean, dry, straight, and precisely made to the wall dimensions specified in the house plans with precut openings for doors and windows. They assemble quickly, producing a sturdy, well-sealed, well-insulated structure. Because there is minimal to no framing, the foam core provides a nearly continuous thermal blanket around the entire structure so heat transfer through the framing is greatly reduced.