The new wood deck repairs throughout your community have been coming along nicely, and the repairs make the decks themselves look almost brand new. However, a few weeks after repairs are finished, you make a startling discovery: the new wood members are beginning to crack! Were the repairs completed improperly? Was subpar wood used? Have you wasted time and money on repairs that will need to be redone? Fortunately, most of the cracks you are seeing in the new wood members are a natural part of the wood’s acclimation process. As “green” (i.e. wet) wood naturally dries over time, it shrinks, causing cracks to form along portions of the wood. A “check” is a crack that occur parallel to the grain of the wood, while a “shake” is a separation of the growth rings within the lumber. While these cracks may appear unsightly, they usually do not affect the structural properties of the wood, unless the check or shake runs through the entire depth of the wood member. Properly acclimating the wood pieces to environmental conditions and specifying higher grade lumber can help minimize this cracking, but green lumber will always display some external cracks as it dries. Also, additional cracks may occur as the wood is exposed to varying environmental conditions throughout the seasons. If you still have concerns about cracks in your wood structures, ETC can help evaluate these cracks and put your mind at ease
Usually when thinking about planting a new tree, landscape aesthetics and shading plays a very big part in the decision-making process. However, proximity to your structure should be a consideration as well. While a tree may appear to be a reasonable distance away from you structure, tree roots can spread as far as five time the radius of the tree canopy and can grow underneath foundations and, in extreme cases, through cracks in your foundation walls. These roots can swell and contract during heavy rains and prolonged droughts, respectively, disrupting the soils below the foundation and leading to potential settlement of the foundation. Roots of trees too close to retaining walls can place intense pressure along the rear of these structures, causing bulges to form or even causing the wall to fail completely, as seen in the adjacent photograph. Foundation and retaining wall issues can be extremely costly to repair and greatly impact the lives of residents in your structure, as opposed to removing improperly placed landscaping before they cause structural issues. If you have any concerns regarding landscaping impacting your structure, ETC can help you examine your options before they become a problem!
Metal guardrails can provide stylish, long-term fall protection for balconies, walkways, garages, and many other elevated structures. While metal guardrails can last almost twice as long as wood guardrails, periodic maintenance is still required to ensure they remain serviceable and do not pose any life-safety hazards due to deterioration of the aging railing components. A few steps taken every few years can allow these vital building components to last well into the future of the building:
Understand your railings. Are they aluminum or steel? Do they have a protective coating such as a powder coating? Are they surface mounted or embedded into a concrete slab? The answer to these questions and many more are crucial to determining exactly which approach is best for maintaining your railings!
Routine cleaning of the guardrails will help remove built-up organic growth and other stains that could contribute to deterioration of the railing finishes.
Make sure water has a way to get out of the railings. Many times, these railing systems are comprised of numerous hollow tubes which can trap water that enters the railings through cracks or holes or from condensation build up. The placement of weep holes throughout the assembly and especially at the post bases can help evacuate water from the railing interior, reducing the potential for corrosion of the metal.
Restore protective coatings. Peeled/missing coating will expose the underlying metal member to elements, exacerbating corrosion at these areas. Recoating railings will ensure this protective cover between the metal and the environment will remain effective.
Clean corrosion as soon as possible! It is imperative to clean corrosion from steel members before it progresses to section loss. If holes start appearing in the guardrails due to corrosion, more intensive repairs measure will be required, including replacement of the member.
If you are looking for a professional evaluation of your building’s railings, ETC can provide the evaluation services you need.
As construction techniques continue to grow and evolve, choosing the right material for your job may seem a little overwhelming. This especially rings true with timber construction. Gone are the days when you just needed to specify the size and tree species. Here’s a guide to help you choose the timber that is best suited for your job.
Sawn Wood‐ Traditional sawn wood is still the commonly used type of lumber. Almost all structural sawn wood beams originate from softwood tree species, such as Pine or Douglas Fir. Structural sawn lumber is further classified through stress‐gradings, which establish standard working values for properties that can be used to determine the load‐bearing capacity of these members. Typical lumber grades can be seen on the adjacent table. Traditional sawn lumber can be used for almost all structural member, such as joists, beams, posts, etc.
Laminated Veneer Lumber (LVL)‐ Laminated veneer lumber belongs to a family of engineered wood products called structural composite lumber (SCL). Structural composite lumber members are comprised of blocks of lumber materials know as “billets”, which are veneers, strands or flakes of dried and graded woods adhered together. For LVL beams, thin wood veneers are bonded together into a billet, with the grain of all veneers running parallel to the length of the beam. Called “parallel lamination”, this orientation allows LVL beams to exceed the load‐bearing bearing capacity of similarly sized sawn lumber and be used for long‐spanning load‐bearing members, such as beams or rafters.
Parallel Strand Lumber (PSL)‐ Parallel strand lumber, another type of structural composite lumber, is manufactured using long, thin strands of wood (typically the waste material from plywood manufacturing), which are laid parallel and bonded together to form a billet. Similar to LVL members, PSL members can be used for long‐spanning beams where greater load‐bearing capacity is required. Additionally, PSL members are also frequently used as columns.
Laminated Strand Lumber (LSL)‐ Similar to PSL, laminated strand lumber is comprised of long, flaked wood strands of hardwoods not normally used for structural applications (e.g. maple). The wood strands used for LSL are typically shorter and thicker then those used in PSL, leading to lower load‐bearing capacity. Typically, LSL members are used for wall framing, such as studs and headers. LSL members can also be used for intermediate spanning beams and rim boards, where the higher strength LVL or PSL members are unnecessary.
Oriented Strand Lumber (OSL)‐ Oriented strand lumber is comprised of flaked wood strands strands very similar to those used in LSL member, but the length of the strand has been reduced and the thickness increased. As such, OSL members can typically be used in similar situations where LSL members are utilized
As with all building components, concrete slabs, beams, and columns will inevitably deteriorate and need repair throughout the lifetime of a building. Most concrete deterioration is linked to the corrosion of embedded metal elements, such as steel reinforcement bars. As the steel elements rust, it expands and occupies more space than the original steel, slowly building up pressure on the concrete until the concrete separates from the steel reinforcement. In the most extreme cases, the concrete will separate from both the steel and surrounding concrete, resulting in a condition known as “spalling.” Spalled concrete can be easily identified by visual inspection; it would be hard to miss a chunk of concrete missing in a wall or beam!
However, deteriorated concrete that separates from the steel rebar, but not the surrounding concrete, can be trickier to find. This deterioration is known as “delamination.” Identifying delaminated concrete requires non-destructive testing, such as sounding of the concrete elements, which tends to be the most common cost-effective option. Areas of delaminated concrete can be found by listening for hollow areas, which make a low, drum-like noise, while sounding the concrete with a hammer or by chain dragging. The hollow sound is caused by the air gap between the separated concrete and rusted steel. If you’ve noticed some suspicious-looking concrete in your building, reach out to ETC to help evaluate your building today.
One of the most pressing questions when designing repairs for concrete slabs is whether or not the slab is post-tensioned, and if so, the locations of the stressed tendons. Accidentally cutting through a stressed tendon will decrease the slab’s load carry capacity, could possibly endanger the structural stability of the entire slab, and may result in injury to those in the building.
If present, the tendons and other imbedded items can usually be located through the use of ground penetrating radar equipment, but locating the tendons would be more accurate if the original building plans and shop drawings were available for review. It is imperative that property owners keep a copy of original building plans and documents and a comprehensive running log of all building studies, repairs, etc. in order to provide engineers and repair contractors with the most complete picture of their building’s history; these documents can be incredibly helpful when trying to understand your building and should be preserved. Providing ETC with as much information as possible will help us provide you with a comprehensive repair plan and avoid hidden headaches during construction.
Sometimes, differences in construction materials that might seem insignificant to the untrained eye can have long lasting implications and cause headaches down the road. ETC has seen this situation arise plenty of times when evaluating new below-grade drainage systems, specifically regarding the type of piping to be used: corrugated plastic pipes or rigid PVC pipes. Corrugated plastic pipes are thin walled pipes, typically .02” thick, with a series of grooves running parallel to each other along the length of the pipe, while rigid polyvinyl chloride (PVC) pipes are thicker, ranging from .1” to .5” depending on the diameter and schedule of the pipe, and have smooth inner and outer walls. Corrugated pipes are typically cheaper than PVC pipes and are easier to install and connect, making them a favorite of DIY-ers. However, in our experience, the increased flexibility and installation ease comes at a great sacrifice to the durability and effectiveness of the drainage system.
Corrugated pipes tend to clog more frequently then solid-walled pipes due to their ribbed profile and
are more difficult to clean as well, as an auger or plumbing snake could easily tear through the pipe’s
thin plastic walls. The thin plastic pipe walls are easily crushed as well, especially when backfilling with
compacted soils or stone. We have observed drainage systems where newly installed corrugated pipes
were crushed during construction, rendering a sizable portion of the drainage system useless from the
start. ETC always recommends rigid PVC pipes over corrugated pipes for below-grade drainage
applications in order to provide clients with an effective and durable drainage system. If you’re having
drainage issues and looking for professional help, ETC can provide a long-last solution to address your
needs. Contact us for a free proposal:
When most property owners think about ventilation upgrades, they often consider installing new windows and doors or replacing the existing HVAC equipment. However, they often forget to consider one of the most important locations within their building: the crawlspace. Improper ventilation can allow for humid air to become stagnant within the crawlspace, spurring microbial growth and accelerating the deterioration of both wood and concrete structural elements. Given the difficulty accessing the crawlspace, as well as the typical space restrictions, crawlspace structural repairs can be quite costly and lengthy, but proper ventilation upgrades can help curtail these repairs.
Allowing for adequate airflow is crucial for ensuring the longevity of the crawlspace structural elements. The International Building Code (IBC) imposes certain ventilation requirements given the size of the crawlspace area and other circumstances, such as climate conditions and crawlspace construction. In our experience, it’s not uncommon to find crawlspaces with either undersized vent openings or simply too few openings at all. Additionally, we typically find vents that have been covered with mulch or other landscaping, rendering the vent useless. The number of required vents can be reduced through the installation of fans within the foundation walls or the installation of a vapor barrier over the exposed crawlspace soils, given that the vapor barrier made of qualifying materials, properly installed, and in good condition. If you’re overdue for a crawlspace inspection, reach out to ETC to help evaluate your crawlspace today.