Structural Engineer Serving Newport, Rhode Island

South County Design Group, Inc. is a local Rhode Island engineering firm focusing on structural engineering services. Since 2003 we have served clients throughout the state, with particular focus on coastal residential projects in Newport and the southern Rhode Island coast. The firm is led by Kenneth A. Hayes, Rhode Island Professional Engineer (License #7252).

This page summarizes the structural and coastal design parameters that apply to Newport under the Rhode Island State Building Code as revised effective December 1, 2025, and describes our professional approach to determining design wind loads for specific sites in the town.

Newport Design Parameters Under the New Code

Rhode Island's State Building Code (RISBC) was updated effective December 1, 2025. For the first time, the code publishes a single set of design values per municipality — used by both residential (RISBC-2) and commercial (RISBC-1) projects.

Below is a plain-English summary of the wind, snow, temperature, and frost-depth values that apply to structures in Newport, followed by how we translate them to a specific property.

Newport · RISBC Design Parameters

Parameter	Value
Ground snow load	30 psf
Flat roof snow load	30 psf
Ultimate design wind speed (Vult), Risk Category I	121 mph
Ultimate design wind speed (Vult), Risk Category II	131 mph # — WBDR applies within 1 mile of coast
Vult, Risk Category III	140 mph *
Vult, Risk Category IV	144 mph * — WBDR applies regardless of coast proximity
Frost depth (residential, RISBC-2)	3'-4"
Frost depth (commercial, RISBC-1)	4'-0"
Winter design temperature (Newport County)	5°F
Mean annual temperature	50°F
Air freezing index	1,200 degree-days below freezing

Risk Category II is the default for most residential and commercial structures. Risk Category III applies to important facilities (assembly occupancies of more than 300, schools with more than 250 students, certain healthcare uses). Risk Category IV covers essential facilities (hospitals, fire stations, emergency operations centers, designated emergency shelters).

The Wind-Borne Debris Region in Newport

The Wind-Borne Debris Region (WBDR) is the coastal zone where windows are most likely to be struck by flying debris during a hurricane. Inside the WBDR, openings must either use impact-resistant glazing or approved shutters — otherwise the structure must be designed as partially enclosed, which substantially increases the wind loads it has to resist. Glazing inside the WBDR must pass the Large Missile Test of ASTM E1996 and ASTM E1886.

Under the new RISBC, a site falls within the WBDR when both conditions are met:

1. The structure's Risk Category design wind speed (V_ult) is 130 mph or greater; and
2. The structure is within 1 mile of the "mean high coastal water line."

For Newport at Risk Category II, V_ult is 131 mph — above the 130 mph threshold, carrying the # flag. Because Newport is a small island town bounded by water on three sides, virtually every Risk Category II residence in Newport falls within 1 mile of a qualifying coastal shoreline and therefore within the WBDR — requiring impact-resistant glazing.

What Counts as "Coastal" in Newport

The new RISBC references "mean high coastal water line" without defining the term. In our practice, we interpret "coastal" consistent with the ASCE 7-16 Exposure Category D framework — the wind-load engineering standard the code references. Under ASCE 7-16, a water body produces coastal conditions when its upwind fetch exceeds 5,000 feet — enough open water to generate the wind characteristics that put a structure in Exposure Category D.

Applied to Newport, this interpretation identifies the qualifying shorelines as:

• The open Atlantic coast — along Ocean Drive, Brenton Point, and the Ruggles Avenue / Bellevue Avenue bluffs
• First Beach (Easton's Beach) on the town's eastern boundary with Middletown
• Narragansett Bay — along the East Passage and the Newport Harbor / Goat Island area

Newport's distinctive geography shapes the analysis: Newport occupies the southern end of Aquidneck Island, with the open Atlantic to the south and the East Passage of Narragansett Bay to the west, and a dense historic urban core at its heart. Coastal-fronting properties — Ocean Drive, the Bellevue Avenue bluffs, Brenton Point — are clearly Exposure D. Properties deeper within the historic urban core (Thames Street, the Hill, the Historic District) sit behind several blocks of closely spaced multi-story structures and generally qualify as Exposure B terrain by the ASCE 7-16 upwind-roughness standard, even though they remain within the 1-mile WBDR envelope.

The engineering frameworks behind these decisions are detailed in our references on Wind Exposure Categories in Rhode Island (Exposure B, C, and D explained), FEMA Coastal Flood Zones in Rhode Island (V-Zone, Coastal A Zone, and A-Zone foundation requirements), and our Net Zero engineering reference (envelope, mechanical, solar, and storage as one integrated design).

Two Distance Rules, Two Distinct Zones

Under ASCE 7-16 §26.7.3 (preserved in ASCE 7-22 §26.7.4), coastal proximity drives two separate design requirements with different distance thresholds:

ASCE 7-16 / 7-22 · Coastal Distance Framework

Distance From Qualifying Shoreline	Effect
Within 600 feet (or 20 × mean roof height, whichever is greater)	Exposure Category D — the highest wind exposure category, producing the largest design wind pressures
Within 1 mile of mean high coastal water line (and Vult ≥ 130 mph)	Wind-Borne Debris Region — impact-resistant glazing or approved shutters required
Beyond the 600-foot Exposure D zone but still within the 1-mile WBDR zone	Exposure Category C (or Exposure B, behind substantial urban roughness) with WBDR requirements — standard open-terrain or suburban wind pressures, plus impact-rated openings
Beyond 1 mile from any qualifying shoreline	Exposure Category C — no WBDR requirement

A typical coastal Newport residence on Ocean Drive, Bellevue Avenue, or directly on the harbor sits within all three concentric zones: within 600 feet of a qualifying shoreline (Exposure D), within 1 mile (WBDR), and statewide well above minimum V_ult. Properties in the densely built historic urban core remain within the 1-mile WBDR envelope and require impact-rated openings, but their actual upwind terrain — blocks of closely spaced multi-story structures — typically produces Exposure B rather than Exposure C. Given Newport's island geography, essentially no Newport property sits outside the 1-mile WBDR zone.

Neighborhood-Level Structural Considerations in Newport

Newport presents a structural design landscape unlike anywhere else SCDG serves. Aquidneck Island bedrock comes to the surface across much of the city, and the bay-side and ocean-side coastlines impose fundamentally different design constraints. Compounding that, large portions of Newport fall under Historic District Commission jurisdiction, which adds an exterior-appearance review layer on top of any structural work.

The Ocean-Side Tier

Easton's Beach (First Beach), the lower Cliff Walk frontage, Bailey's Beach, Sachuest Point on the Middletown line, and the Ocean Drive corridor see the highest wind exposure in the city. These addresses are typically Exposure Category D and inside the WBDR. Easton's Beach itself sits at the boundary of the Easton's Pond watershed and includes properties in both VE and AE flood zones. Cliff Walk frontage parcels along the Forty Steps and the Rough Point sections combine ocean-facing wind exposure with the structural quirk of being founded directly on Carboniferous bedrock — the famous Purgatory Conglomerate ("puddingstone") is visible along the trail and at Hanging Rock.

The Harbor and Bay Tier

The Point (Easton's Point), Long Wharf, the Thames Street waterfront, and the western edge of the Fifth Ward closest to the harbor see more moderate wind exposure (Category C for most addresses; D within 600 feet of qualifying shoreline) but encounter their own challenges: a high water table, historic fill, and proximity to working harbor infrastructure. Storm surge is the principal flood concern. Many waterfront commercial structures fall in AE Zone with a Coastal A overlay.

The Hill Tier

Historic Hill, the upper Bellevue Avenue mansions district, and the neighborhoods above Spring Street sit well above any base flood elevation. Wind exposure typically drops to Category B or C inland of the 600-foot coastal zones. The defining constraint at the Hill tier is regulatory rather than environmental: the Newport Historic District Commission (HDC). Properties within the 1965-designated Newport Historic District require a Certificate of Appropriateness for exterior structural work — any addition, dormer, foundation modification visible from a public way, or rebuild of a porch or chimney. Bellevue Avenue and Ocean Drive additionally carry National Historic Landmark designations on top of the local HDC overlay. The interaction between structural design and HDC review is best managed by submitting in parallel rather than sequentially.

Soils and Geology Specific to Newport

Newport's bedrock geology is unusual for the Rhode Island coast. The Carboniferous metamorphic complex of Aquidneck Island includes schists derived from mudstones and shales, plus the Purgatory Conglomerate units exposed along Cliff Walk. Bedrock comes to or near the surface across much of the Historic Hill and Bellevue Avenue uplands — driveways and foundation excavations routinely encounter ledge. Coastal areas have shallower glacial deposits over bedrock. As a result, helical piles are less commonly used in Newport than on the south-coast outwash plain; bedrock-bearing footings, rock-socketed micropiles, and conventional spread footings on weathered bedrock are more typical where deep foundations are needed.

Historical Storm Record

Newport recorded approximately 11.5 feet above mean sea level in storm surge during the 1938 Hurricane; the original Easton's Beach boardwalk was destroyed. Hurricane Carol (August 31, 1954) made landfall at Newport with sustained 115 mph winds, destroying the Easton's Beach Merry-Go-Round, damaging the Newport Casino, and sinking approximately 2,000 boats in the harbor. Hurricane Bob (August 19, 1991) made its second Rhode Island landfall at Newport after first crossing Block Island. The city's current structural design baseline reflects all three events: V-Zone open foundations on ocean-facing parcels, hurricane straps and continuous load paths through historic timber framing, and storm-surge elevation for waterfront commercial.

Local Permitting

Building permit review is handled through Newport's Department of Zoning & Inspections, with electronic submission through Newport's ViewPoint Cloud portal. Historic District Commission review — required for exterior structural work within designated districts — runs separately on the city's HDC meeting calendar.

How We Determine Wind Load for a Specific Newport Site

The RISBC publishes a single V_ult value per municipality (131 mph for Newport at Risk Category II). ASCE 7-16 — which RISBC references as the engineered-design standard — defines wind loads as a continuous geographic surface rather than a per-town value.

For any coastal Rhode Island project we:

1. Locate the actual site coordinates from the property deed or survey.
2. Query the ASCE 7-16 Hazard Tool at those coordinates to obtain V_ult for each Risk Category.
3. Design to the higher of the RISBC table value or the ASCE 7-16 Hazard Tool value — the more conservative figure governs.
4. Assess the site's Exposure Category based on actual upwind surface roughness: open water, flat marsh, pasture, woodland, or suburban / urban development within the relevant fetch distance.
5. Apply WBDR requirements when the site is within 1 mile of a qualifying shoreline and V_ult is 130 mph or greater.

This approach ensures that the design reflects the actual wind hazard at the site as determined by the referenced engineering standard, rather than relying on a single per-town lookup value that may not capture local exposure conditions.

Coastal Residential Engineering Services

For Newport coastal residential projects, our services typically include:

• FEMA floodplain analysis and structural elevation design — elevating the lowest floor above the Base Flood Elevation plus one foot, in compliance with IRC R322 and ASCE 24
• Helical pile foundation design — the preferred deep foundation system for coastal sites with marginal soil bearing or high water tables
• Reinforced concrete grade beam and pier design — spanning between helical piles to support elevated framing
• Shear wall design and uplift connection specification — consistent with ASCE 7-16 wind pressures and the AWC Wood Frame Construction Manual (WFCM) or engineered analysis
• Wind-borne debris region opening specification — coordination with the owner and architect on impact-rated glazing or approved shutter systems
• ASCE 7-16 engineered wind load analysis for structures exceeding the prescriptive thresholds of IRC 2021 R301.2.1.1 or WFCM Chapter 3
• Coordination with FEMA Flood Insurance Rate Map (FIRM) designations — determining A, AE, AO, VE, or Coastal A Zone (LiMWA) requirements at the specific property

Permitting and Regulatory Coordination

Residential projects in Newport typically navigate four layers of regulatory review, with an additional historic-review layer where applicable:

1. Local zoning — property-line setbacks, height limits, coverage, buffer zones
2. Local building permit — plan review by the building official and the local fire marshal (submitted online)
3. Rhode Island Coastal Resources Management Council (CRMC) — jurisdictional over structures within 200 feet of Mean High Water, within Contiguous Areas of coastal features, and within designated Special Area Management Plan zones. The Aquidneck Island Special Area Management Plan covers Newport's Narragansett Bay and ocean frontage. Newport's Historic District may also trigger Historical District Commission review for properties in the protected area — coordinated separately from CRMC.
4. Rhode Island Department of Environmental Management (RI DEM) — jurisdictional over wetlands, Individual Sewage Disposal System (ISDS) approval, and related environmental review

In our experience, the longer lead times on coastal Newport projects come from the state agencies — CRMC review in particular can add several months to the design schedule, and Historical District Commission review adds further time for properties within the protected district. Our structural design work can proceed in parallel with the CRMC and HDC applications rather than waiting on them.

About the Engineer

Frequently Asked Questions

Is my Newport property in the Wind-Borne Debris Region?

Under the new RISBC (effective December 1, 2025), a Newport property falls within the Wind-Borne Debris Region (WBDR) when it is within 1 mile of a qualifying coastal shoreline and the applicable Risk Category design wind speed (V_ult) is 130 mph or greater. At Risk Category II (standard residential), Newport's V_ult is 131 mph. Because Newport is a small island town bounded by water on three sides, virtually every property in Newport is within 1 mile of a qualifying shoreline — the Atlantic, Narragansett Bay East Passage, or the Sakonnet approaches — and falls within the WBDR.

What wind speed does my Newport home need to be designed to?

The RISBC table publishes a single V_ult of 131 mph for Newport at Risk Category II. For engineered design, we use the ASCE 7-16 Hazard Tool at the actual site coordinates — which can produce a higher value at specific coastal locations — and design to the more conservative of the two figures. We also determine the site's Exposure Category based on actual upwind surface roughness: homes within 600 feet of a qualifying coastal shoreline are designed to Exposure Category D (the highest wind exposure); properties deeper within Newport's densely built historic urban core generally qualify as Exposure B.

Do I need CRMC approval for a coastal Newport project?

Most coastal Newport projects fall under Rhode Island Coastal Resources Management Council (CRMC) jurisdiction — particularly any structure within 200 feet of Mean High Water, within the Contiguous Area of a coastal feature (beach, dune, barrier beach, cliff, rocky shore, or salt pond), or within a designated Special Area Management Plan. The Aquidneck Island Special Area Management Plan covers Newport's Narragansett Bay and ocean frontage. Newport's Historic District may also trigger Historical District Commission review for properties in the protected area — coordinated separately from CRMC. CRMC review typically runs in parallel with structural design rather than sequentially. Our engineering documents are prepared to coordinate with the CRMC application package.

Adjacent Rhode Island Service Areas

South County Design Group, Inc. provides structural engineering and coastal residential design services across Rhode Island. Explore our other service areas:

• Block Island
• Charlestown
• Jamestown
• Narragansett
• North Kingstown
• South Kingstown
• Westerly

Related Engineering Guides

For deeper technical context on the code provisions and engineering frameworks that govern Rhode Island coastal construction:

• FEMA Coastal Flood Zones in Rhode Island — V-Zone and Coastal A Zone foundation requirements, freeboard, and Base Flood Elevation.
• Wind Exposure Categories in Rhode Island — ASCE 7-16 Exposure B, C, and D explained, including the 5,000-foot fetch test.
• Net Zero Engineering for Rhode Island Homes — Integrated modeling for high-performance, all-electric coastal new construction.

Construction Partner

For projects requiring a separately-licensed Rhode Island builder, SCDG coordinates with NJ&J Builders, LLC. For an example coastal Net Zero project SCDG engineered and NJ&J built, see the Built work section of our Net Zero engineering reference.

SCDG and NJ&J Builders, LLC are separately insured and licensed Rhode Island entities operating independently in their respective fields.