![]() I-joists are used extensively in residential floor and roof framing. The robust combination of structural characteristics results in a versatile, economical framing member that is easy to install in residential and light commercial projects. ![]() The flange material is typically laminated veneer lumber (LVL) or solid sawn lumber, and the web is made with plywood or OSB. I-joists are comprised of top and bottom flanges, which resist bending, united with webs, which provide outstanding shear resistance. I-joists are strong, lightweight, "I" shaped engineered wood structural members that meet demanding performance standards. USDA Forest Service Forest Products Laboratory.Engineered Wood Technology Association (EWTA).Protect yourself, get the professional services, it's $ well-spent. This is typical of what they may find: contractors substituting cheaper fasteners or structural materials which are not rated for the level of weather exposure or load can cause the entire load-bearing system to fail, possibly with tragic results. In the event of a failure of a structural component, the plaintiff attorneys supoena the design documents, including the plans review, the inspections, product approvals for the components right-down to the fasteners, and then a forensic engineering team reviews them with compliance to the building code at the time of construction. I am a plans examiner and a Life Safety Code inspector, and I've seen a lot of stupid, dangerous things done by amateurs and professionals. Considering what's at stake, you don't need a catastrophic failure so using the services of a structural engineer is a matter of safety for you and anyone around the structure. Yes, you may be able to use the free design skills of your local supply store, but here in Florida, you don't get a permit for structural work like that without having a professional engineer (P.E.) submitting sealed plans for the structural calcs. I adapted a 'cherry-picker.' I'll post that up in a new thread. ![]() I even went as-far as-to buy a short-web I-beam with the idea to bolt it to the underside of the box beam at the ridge, but I discovered that between the I-beam girder, the trolley, and the rigging, I would lose precious headroom, and be unable to lift much over 3' in height onto the loft deck. If it was an I-beam girder I could use an overhead trolley on the lower surface flange of the beam, but due to the box construction, that was out. One concession I made to getting heavy things up & down to/from the loft, I thought about what would make an easy load-lifter? The roof ridge beam is also a 1/2" wall thickness box beam with plates welded to it for the ceiling joists. For access, I use an A-frame ladder, but since it's used for storage, it's not an everyday trip I make. The structure has no stairs to access the loft, not-even an attic 'pull-down' stairs. The beam is sandwiched on both sides by a 2" x10" (ripped to 8" to match the box beam dimension) wood beam to allow easier attachment of the loft floor joists, which are 2" x 8" & 18" o.c. The engineer did the calcs and gave us a front-of-the loft steel box beam, 1/2" wall thickness, 4" x 8" welded into steel flitch plates cast into the masonry side walls. We used a structural engineer, and I asked for a capacity capable of supporting the weight of multiple motorcycles. The garage is a nominal 20' x 22' & the loft is a nominal 13' x 22'. That's all we could afford to do, we kept the same roof instead of bumping it higher. I had built a loft which isn't full height above my two-car garage.
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