by | Sep 20, 2026 | Uncategorized
A SCIP panel is not assigned one universal load number that applies to every wall, roof, floor, climate zone, and building height. That distinction matters when owners, architects, and contractors ask, “what are SCIP load limits?” The correct answer is that SCIP load...
by | Sep 18, 2026 | Uncategorized
After the Palisades fires, the question for many project teams is no longer whether conventional wood framing is familiar. It is whether it delivers an acceptable level of risk for the site, insurer, owner, and community. This SCIP panel system review examines where...
by | Sep 16, 2026 | Uncategorized
A framing decision made at estimating can define a building’s risk profile for decades. In the discussion of panelized versus stick framing, the real question is not whether walls can go up quickly. It is whether the completed assembly can meet the...
by | Sep 14, 2026 | Uncategorized
A framing decision made on first cost alone can become a long-term liability in fire, hurricane, and seismic zones. In the concrete mesh versus wood framing discussion, the real question is not whether either material can produce a code-compliant building. It is which...
by | Sep 12, 2026 | Uncategorized
A wall system decision made during design development can determine whether a project stays on schedule, meets energy targets, and performs when the next hurricane, fire, or seismic event arrives. In the comparison of wire mesh panels versus CMU, the right answer is...
by | Sep 10, 2026 | Uncategorized
A SCIP wall can outperform wood framing in fire, wind, seismic, and thermal conditions, but its performance begins below grade. Designing SCIP foundation connections is where the panel system becomes a complete structural assembly: loads transfer into the footing or...
