Forensic Engineers and Consultants

Tag Archive: trapped water in a crawlspace

  1. WARREN WEBINAR: “Issues with Breaching the Building Envelope”

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    LIVE WEBINAR:
    10/5/21  @ 1 pm EST “Issues with Breaching the Building Envelope” | Presented by George Sanford, P.E., Senior Consulting Structural Engineer

    COURSE LEARNING OBJECTIVES

    In this Webinar, we will discuss water entry through a variety of building envelope breaches. Water entry and subsequent wood decay, fungal growth and structural damages as a result from water intrusion can lead to serious property damage and major expenses for all types of property owners. We will discuss the definition of a building envelope, and look at various case studies involving breaches to the major components of the envelope. These major components include foundations, exterior walls, and roofs. The foundation case studies include issues with slabs-on-grade, crawlspaces, and basements. The exterior wall case studies involve improperly installed building wrap, leaking windows, and problems with stucco. The roof case studies look at issues with various roof coverings, vents, and penetrations. Participants will take away a thorough understanding of what defines the building envelope, how breaches to the envelope can occur, and how to identify root causes. (more…)

  2. Structural Issues with Coastal Residential Foundations

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    From corrosion to site drainage, coastal regions present a host of unique and challenging issues for homebuilders and residential property owners alike.  In this article, issues specific to coastal residential foundation installation and in-service function will be addressed.  “Coastal residential” will refer to single-family homes within AE or VE tidal flood zones for the purposes herein.  These locations typically exist in areas with close proximity to saltmarsh or beachfront, or on barrier sea islands.  Per FEMA, in AE zones, the elevation of the first finished floor must be above the flood elevation for the building site.  In VE zones, the elevation of the lowest horizontal structural member must be above the flood elevation for the site.  Most building jurisdictions also require a minimum of (1) foot of freeboard, or additional space, between the flood elevation and these building features.  As a result of these requirements, coastal residential structures must be supported by either crawl-space or elevated “drive-under” style foundations.  It should be noted that wall-type foundations are prohibited in VE zones, and structures within these zones are required to be supported by monolithic elements such as columns, piers, or piles.  Slab-on-grade type foundations are not permitted in flood zones where the foundation will exist within the flood plain. (more…)

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