TryBuildCalc

Roof Rafter Sizing & Installation Verification Checklist

Essential Checklist+

Complete these critical checks before approving the work or proceeding to the next construction stage.

βœ“15 Inspection Points
βœ“4 Verification Categories
βœ“Roof Geometry Inputs+
  • Building span and length confirmed from actual field measurements or plans, not assumed
  • Roof pitch entered matches the actual design intent, not a rough guess
  • Roof type (Gable vs. Shed) matches the actual structure being framed
  • Local building code edition and any local amendments confirmed before finalizing
βœ“Rafter Sizing & Spacing+
  • Rafter lumber size verified against a real span-rating table for your actual snow/live load β€” not assumed adequate
  • Rafter spacing matches the actual roof load (roofing material, snow load) for this project
βœ“Birdsmouth, Cuts & Ridge+
  • Birdsmouth notch depth confirmed within the commonly-cited 1/4-of-rafter-depth limit for this pitch/plate combination
  • Seat cut length matches the actual wall's top plate width
  • HAP (Height Above Plate) confirmed identical on every rafter before cutting a full set
  • Ridge board confirmed level and adequately supported (posts/walls) along its length before rafters are hung
  • Rafter ties or collar ties included in the framing plan, not just the ridge and rafters
βœ“Installation & Code Compliance+
  • Rafter-to-top-plate connection (toe-nailing or hurricane ties) confirmed against the adopted code and local wind/seismic requirements
  • Ground snow load and wind exposure for this specific site verified separately, not assumed
  • Permit and framing inspection requirements confirmed before roof sheathing covers the rafters
  • Wide spans, unusual loads, or vaulted (tie-less) ceilings reviewed by a structural engineer or licensed contractor
Full QC Checklist+

Verify roof geometry inputs, rafter sizing/spacing, birdsmouth/cut/ridge details, and installation/code compliance.

βœ“25 Inspection Points
βœ“4 Verification Categories
βœ“Roof Geometry Inputs+
  • Building span and length confirmed from actual field measurements or plans, not assumed
  • Roof pitch entered matches the actual design intent, not a rough guess
  • Roof type (Gable vs. Shed) matches the actual structure being framed
  • Overhang value matches the actual planned eave detail
  • Calculation confirmed to represent one roof plane/slope at a time
  • Local building code edition and any local amendments confirmed before finalizing
βœ“Rafter Sizing & Spacing+
  • Rafter lumber size verified against a real span-rating table for your actual snow/live load β€” not assumed adequate
  • Rafter spacing matches the actual roof load (roofing material, snow load) for this project
  • Rafter count cross-checked against the actual building length and any planned openings (skylights, chimneys)
  • Recommended stock rafter length confirmed available from the actual lumber supplier, or a splice/engineered plan made if it exceeds standard stock
  • Gable roof rafter count confirmed to cover both roof slopes, not just one
  • Lumber grade and species confirmed appropriate for the rafter's span and local availability
βœ“Birdsmouth, Cuts & Ridge+
  • Birdsmouth notch depth confirmed within the commonly-cited 1/4-of-rafter-depth limit for this pitch/plate combination
  • Seat cut length matches the actual wall's top plate width
  • HAP (Height Above Plate) confirmed identical on every rafter before cutting a full set
  • Plumb cut angle (saw bevel/speed square setting) set correctly before cutting
  • Ridge board thickness input matches the actual ridge lumber being used
  • Ridge board confirmed level and adequately supported (posts/walls) along its length before rafters are hung
  • Rafter ties or collar ties included in the framing plan, not just the ridge and rafters
βœ“Installation & Code Compliance+
  • Rafter-to-top-plate connection (toe-nailing or hurricane ties) confirmed against the adopted code and local wind/seismic requirements
  • Ground snow load and wind exposure for this specific site verified separately, not assumed
  • Roof sheathing, underlayment, and roofing material planned and estimated separately
  • Roof ventilation (soffit and ridge/gable vents) planned separately from the rafter framing
  • Permit and framing inspection requirements confirmed before roof sheathing covers the rafters
  • Wide spans, unusual loads, or vaulted (tie-less) ceilings reviewed by a structural engineer or licensed contractor
Inspection Notes+
Use the latest approved drawings, specifications, and site measurements.
Complete all critical checks before proceeding to the next work stage.
Record deviations and confirm rectification where required.

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FAQ

Use it after collecting the project inputs and again before approving or closing the relevant work stage.
No. It supports verification but does not replace approved drawings, specifications, codes, manufacturer requirements, or professional inspection.