STAVEHOUSE®
Stavehouse Projects




    Stavebarn at Midhurst, ON

  1. This farming implement shed, work shop and office space, was framed with recycled 12" x 12" Douglas Fir boom timbers, salvaged from an old logging operation on the Ottawa river. The structure was designed to take advantage of the Stavehouse design concept and the Stavebolt timber connector. Project economics and structural engineering rendered the use of traditional timber-frame joinery to be impractical and too costly.

    The use of the Stavebolt connector in much of the post and beam framework, along with wall panel infilling, resulted in greater structural capacity, along with the exposure of the wall posts (the staves) and the timber wall plates, etc, on both the inside and exterior of the building.

    SIP panels were also utilized over the ceiling of the central office area and to provide heavily insulated loft flooring in the storage area above. The exposed timber trussing over the central entry area, uses hidden Stavebolt hardware and split rings, along with timber washers, bolts and threaded rods for assembly and attachment to the frame. Thermapan Ltd of Fort Erie, Ont, supplied all of the SIP’s, cut to size.


  2. Stavehouse Cabin on the Blue Mountain Escarpment, ON

  3. This rural post and beam cabin, built on a high windy sight overlooking Georgian Bay on the Blue Mountain escarpment, was the focus of some unusual engineering, largely resolved with the Stavebolt connector. Affective attachment of the wall posts to the concrete foundation, was accomplished by extending 3/4" threaded steel anchor rods from the concrete up into the bottom of the posts. Stavebolts and 3/4"

    T-rods in the tops of the wall posts, were utilized to provide a steel connection through the wall plate timbers and into the glue-laminated roof trussing. SIP panels were fitted between the clasping truss top-chords at both gables. SIP roofing was screwed to the double top truss chords. The outboard knee bracing also utilizes hidden steel tension rods. Wall in-fill SIP’s brace the structure, leaving the stave-posts exposed.


  4. Stavehouse Residence in the Slocan River Valley, BC

  5. This post & beam residence near Nelson, BC, because of its proximity to an active river system, utilized a foundation and first floor area built of solid reinforced concrete. The Stavehouse frame was then attached to the concrete with steel anchor rods projecting through the wall sill timbers and up into the bottom of the wall stave posts.

    The cantilevered decking is supported with laser-cut steel brackets, bolted to the concrete walls. The modular frame utilizes Stavebolt hardware for all foundation-to-post and post-to-wall-plate and truss attachments. SIP panels, pre-cut to size at the Insulspan factory in BC, in-fill and enclose all wall sections, including gable trussing, roof framing and loft flooring, etc. Structurlam Ltd of Penticton BC manufactured the glulam frame and pre-fitted all of the Stavebolt and other assembly hardware at their shop. The owner did much of the assembly and finishing work himself.


  6. Muskoka Wharf Stavehouse project at Gravenhurst, ON

  7. This two-story 6000 sq. ft. commercial building, located on the waterfront of Lake Muskoka, comprises several restaurant facilities on the lower level, with commercial office space and a viewing gallery overlooking the lake, on the 2nd floor. The installation and assembly of the post and beam structure was undertaken by the owner/builders, Golden Muskoka Developments, Inc. Hidden Stavebol hardware was utilized throughout the glulam frame assembly, including direct attachment of the stave posts to the concrete foundation, through the sill timbers.

    SIP panels, pre-cut to size including all window RSO’s and the upper level structural floor panels, were supplied by Plasi-Fab of Kingston Ont. The Douglas Fir glulam timber components and the timber frame assembly hardware were supplied by Structurlam Products of Penticton, BC. Kent Truss of Barrie, Ont, supplied of the pre-fabricated stick-framed roof truss-work, which was attached directly to the upper level timber wall plate members.



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