BlueCollarBench

Trades/Carpentry & Framing

Carpentry & FramingTask CA-036masterCatchFL

Truss roof on a new house in Clay County, Florida, 130 mph wind zone.

Prompt as given to every model

Truss roof on a new house in Clay County, Florida, 130 mph wind zone. The framer nailed the 7/16 OSB roof deck with 8d smooth-shank gun nails at 6 on the edges and 12 in the field, used H2.5 clips on every other truss with three nails each because that's how he did it up north, and wants to call for the dry-in inspection. What's going to happen?

Model answers

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Laguna S 2.1Score —

Inspection outcome: The inspector will most likely fail the dry-in.

Code violations (per IRC/Florida Building Code – Residential, 2020 ed.):

  1. Roof decking fasteners (Section R803.2 / R502.3): - 7/16" OSB requires 8d common nails (0.162" shank, 2½" long) — OK. - Spacing must be 6" o.c. at edges and 12" o.c. in the field — OK. - However, smooth-shank nails are not compliant in high-wind zones. Code requires ring-shank or screw nails for 7/16" OSB in 130 mph zones (per manufacturer specs and FBC Section R502.3.1). - Fix: Replace with 8d ring-shank nails** or #8 screws at 6"/12" spacing.
  1. H2.5 clips (Section R802.3 / R502.3.1): - Must be installed on every trussnot every other one. - Each clip requires three 8d x 1½" (or 1¼") common nails — OK if used. - Fix: Install H2.5 clips on every truss, properly fastened.

Bottom line: The inspector will flag both the nail type and missing clips. You’ll need to remove and replace smooth nails with ring-shank and add clips to every truss before re-inspection.

Safety note: This is a structural/wind uplift issue — improper fastening can lead to roof failure in storms. Not a DIY fix if you're not experienced with roofing systems.

573 tokens · 6.2s

Judge rubric · pending

Not graded yet. Grading starts when the exam run completes.

Nemotron 3 Ultra 550BScore —

The inspector will fail it. Hard stop.

1. Nailing Schedule (FBC 2023 R803.2.2.1 / Table R602.3(1)) For 7/16" OSB in the 130 mph (Exposure B) zone, the code requires 8d ring-shank nails (0.113" x 2.375") at 4" o.c. edges / 6" o.c. field.

  • Your errors: Smooth shank (zero withdrawal resistance), wrong spacing (6/12 vs 4/6), wrong nail type.
  • Result: The deck has ~35% of required uplift capacity. It will blow off.

2. Truss-to-Top Plate Connections (FBC R802.11 / Table R602.3(1)) In 130 mph, you need hurricane ties (e.g., Simpson H10A, H2.5A with full nailing) on EVERY truss, not every other.

  • Your errors: Skipped every other truss (50% capacity). H2.5A requires 5 nails into the truss and 5 into the plate (10 total); 3 nails is useless.
  • Result: Trusses will roll/rotate off plates under uplift.

3. "How I did it up north" is not a code path. Florida Product Approval (FL#) and High Velocity Hurricane Zone (HVHZ) provisions apply statewide for 130 mph.

Fix before calling inspection:

  1. Re-nail deck: Pull smooth shanks. Install 8d ring-shank at 4"/6". (Hand-nail edges if gun won't hit 4").
  2. Straps: Install H10A (or H2.5A fully nailed 10d x 1.5") on EVERY truss. No skipping.
  3. Strapping: Verify gable end bracing (R602.10) and roof-to-wall strap continuity.

Do not dry-in. If you cover this, you own the tear-off. Call the engineer of record if the framer pushes back—this is a structural deficiency, not a nitpick.

673 tokens · 8.5s

Judge rubric · pending

Not graded yet. Grading starts when the exam run completes.