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The Updated Saffir-Simpson Scale

First, it needs to be said that there is a complicated formula that converts wind velocity to wind pressure.  Many wind pressure values can exist from a single wind velocity which vary based on roof height, topography, terrain, even code version, and more. The Saffir-Simpson Hurricane Wind Scale is a 1 to 5 rating based …

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Is Steel or Reinforcing or Fibermesh Required in Posts & Footings of Building Components?

INTRODUCTION The main purpose foundations serve is to distribute and resist the forces or loads experienced by the host structure due to wind, rain, snow, seismic, & other load conditions. When it comes to building components such as generators, signs, and fences the code leaves a gray area for foundation design. This happens because most …

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ASCE 7 Main Wind Force vs. Components & Cladding Explained (MWFRS vs. C&C)

ASCE 7 separates wind loading into three types: Main Wind Force Resisting System (MWFRS), Components and Cladding (C&C), and Other Structures and Building Appurtenances. MWFRS is defined as “(a)n assemblage of structural elements to provide support and stability for the overall structure.” Typically, members that receive loading from two surfaces are designed to resist MWFRS …

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Types of At-Grade Footings Explained

Here’s a description and illustrations we’ve created for footing types we frequently reference in our work for sunrooms, pergolas, carports, screen rooms, signs, and similar at-grade building component structures.  Photos of each appear below.   An isolated footing is used to support a single post. Isolated footings are independent footings which are provided for each …

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ASCE 7 Risk Categories Explained

ASCE 7 Risk Category Background Building codes require that buildings be classified by their level of importance in determining the risk taken with safety factors against their failure under critical design loads. Calculations for the structure’s overall stability, flexure, and fatigue are all based on the assumption of a given risk category design level.  ASCE …

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What Seismic area is my location?

Here are some useful sites to check the seismic criteria for a location:   https://www.fema.gov/earthquake-hazard-maps https://earthquake.usgs.gov/hazards/designmaps/ – USGS https://seismicmaps.org/ https://www.seaoc.org/page/seismicdesignmaptool– Structural Engineer Association of California  

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Wind Speed to Wind Pressure For Sunrooms – Canopies – Pergolas Using ASCE 7-16

ASCE 7-16 is introduced into the 2018 International Building Code and 7th Edition Florida Building Code (2020) as the new referenced standard for wind design. This standard introduced an enhanced section for the conversion of wind velocities to roof wind pressures for roof components attached to buildings and freestanding structures such as sunrooms, overhead canopies, …

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ASCE Wind Speed Risk Category To Use with Signs & Building Components On-Off Buildings

ASCE 7-10, ASCE 7-16 Wind Pressure Information and Wind Pressure Calculators In terms of determining the risk category to a building component mounted to a building, the component ‘inherits’ the design properties of the structure. So a sign attached to a risk category II structure would be risk category II. If the sign is freestanding …

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Glossary of Engineering Terms

Glossary of Building Component Engineering Terms & Abbreviations These terms are published by Engineering Express to coincide with help menus for our online tools & published articles and as they relate to the Building Component Design industry. See also our FLOOD ENGINEERING GLOSSARY for more terms related to flood engineering. See Also SUNROOM TERMINOLOGY for …

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