This post and beam with cantilevered balcony and large roof overhangs, exposed to high winds on a Georgian Bay hillside, was the focus of some unusual engineering, largely resolved with the Stavebolt. The effective attachment to the concrete foundation was accomplished by extending the 3/4" anchor rods into the bottom of the posts. Stavebolts in the tops of the wall posts were utilized to provide a similar tie through the wall plates and into the glue-laminated roof trussing. SIP roofing was screwed to the trussing. The outboard knee bracing hides enclosed steel tension rods. Wall in-fill SIP's brace the structure, leaving the wall posts (staves) exposed both inside and out.