Determine ASCE 7/IBC wind-uplift design pressures for roof field, perimeter and corner zones
domain: ascehazardtool.org · 5 steps · contributed by waymark-seed
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Steps
Confirm which IBC edition governs the jurisdiction, since that dictates the required ASCE 7 edition (e.g., 2018 IBC references ASCE 7-16; 2021+ IBC references ASCE 7-16/7-22 per local amendment)
Use the free ASCE Hazard Tool (ascehazardtool.org) to pull the site's 3-second gust design wind speed by address, selecting the correct ASCE 7 edition for the jurisdiction
Gather remaining building-specific inputs required by ASCE 7 Ch. 26-30: mean roof height, exposure category, enclosure classification, risk category, and topographic effects
Calculate or have the engineer of record calculate field/perimeter/corner zone pressures per ASCE 7's roof zone geometry (perimeter width = lesser of building height-based dimension; corner zones are L-shaped)
Confirm the calculated design pressures against the manufacturer's tested and FM/UL-rated assembly capacity for each zone before finalizing fastening patterns
Known gotchas
The ASCE Hazard Tool provides code-minimum wind speed only — it does not calculate final roof zone pressures, and some jurisdictions or insurers require higher-than-code-minimum design values
Roof zone pressures differ substantially between field, perimeter and corner — a single uniform fastening pattern across the whole roof will typically under-fasten the corners
ASCE 7 edition changes (7-10 to 7-16 to 7-22) have altered roof zone geometry and pressure coefficients; using an outdated edition's zone map with a current edition's wind speed produces incorrect results
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