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Here are a few ways to get the most value from quality assurance inspections to make sure your next construction project goes smoothly.
- Review submittals and shop drawings– Have the quality assurance inspector review the submittals and shop drawings for the products that are to be used on the project. This will help the inspector familiarize themselves with the products to be used and how they are to be installed before the project begins. If there are any issues with the products submitted or the shop drawings, the inspector can address them long before the work has begun. Nothing delays a project like stopping work or redoing work that has already been completed.
- Mock-ups – Mock-ups provide the contractor with a trial run before the actual project starts and can be crucial in preparing for the project. Ideally, the mock-up will include some difficult or important details (i.e. window/door install, balcony installation, weather barrier/below-grade waterproofing). This gives the contractor the opportunity to install the materials as they would on the building and allows the project team to work through complicated details and get an idea of how the install will go on during the project. Spending this time early in the project can help get the team on the same page prior to the main project starting and prevent improper installations down the road.
- Pre-Construction Meetings – Pre-Construction meetings allow all parties to meet and review the project prior to the start of work. These meetings are a great time for different trades to meet and coordinate if needed. Also, they provide a chance for the Contractor to ask any questions or go over any complicated details prior to the start of the work.
- Meet with the project team each site visit – Meeting with the project team (designer, contractors, etc.) during each inspection can help provide a better product in a number of different ways. It allows the team to discuss complicated details, issues that the contractors are having, non-compliance items that the inspector has noticed, etc. It also can allow the project team to inform the inspector of the upcoming project schedule and any problems or issues to look out for. Communication is key. The earlier issues can be identified and corrected, the more time and money that is saved.
- Inform inspector/project team of any changes that have been made to the design – This keeps the inspector up to date regarding any changes made to the design of the project. If the inspector is not aware of changes, the work can be impacted. Often times, minor changes have to be made in the field to move a project along. Let the inspector know these changes so they are up to speed.
- Include manufacturer’s reps in the project – Having your product manufacturer’s reps involved in your project can provide a number of benefits to the project, with the most important being that added experience of someone who is constantly working with the product. They should know the ins and outs of the product and should be able to address complicated details or issues with the installation. They are a vital resource to have.
At the end of the day, most of these items are related to preparation and communication. If all parties are prepared and communicate effectively, you can handle the problems that will inevitably arise during a project quickly and efficiently, which saves valuable time and money.
Preservative (pressure) treated wood is among the most common materials used in the construction of retaining walls. Ground-contact rated is standard for that use, but a GC label doesn’t tell the entire story. The important factor is preservative retention – the amount of chemical that remains in the wood after treatment, usually expressed as pounds per cubic foot or PCF. Optimum levels vary with the chemicals used and some products considered suitable for ground contact have retention levels that are less than desirable for retaining walls.
The American Wood Protection Association (AWPA) lists three categories for ground contact use, General Use (UC4A), Heavy Duty (UC4B) and Extreme Duty (UC4C). Heavy Duty protection would be suitable for most circumstances. Extreme Duty would be appropriate in such locations as freshwater lake or pond side walls. AWPA has separate categories for use in marine (saltwater) environments.
The timbers most used in retaining walls measure six by six or eight by eight inches in cross section and full preservative saturation is difficult to achieve in material that thick. Consequently, the central portions are less protected and decay (rot) can occur deep within the wood before there’s any visible evidence of distress. So-called Ground-Contact-rated, forty-year timbers can experience advanced deterioration within as few as fifteen years, while appearing sound.
In order to truly evaluate timber retaining walls it’s often necessary to sample the material by extracting full-depth cores with a specialty bit. Usually, a simple visual examination is sufficient to determine the level of degradation. Sounding (with a hammer) can reveal advanced decay. Rot reduces wood to dust, which will produce a hollow sound if sufficient wood has been compromised.
There are factors apart from chemistry that can play into the performance of preservative-treated wood, including the position of the wood within the tree from which it was obtained. Preservatives tend to penetrate sapwood easier than heartwood. Species that contain more sapwood (such as Southern Pine) predominate in the industry. Other species (such as Douglas Fir) that have more heartwood are also used, but they require different processes, usually in the form of ammonia-based carriers. While ammonia has better penetration characteristics, it’s also more corrosive to metal fasteners and fixtures.
Treatment chemical will inevitably leach out of wood and the speed of that process is governed by water. A proper drainage system consisting of a vertical drainage course (such as gravel) collection devices (such as perforated pipes) and discharge features (weep holes) will help slow the loss.
Retaining wall construction is typically a complex and expensive undertaking, but the cost difference between merely acceptable and superior products is relatively small. Retain the services of a professional to design your wall and specify the best materials. Your good judgment will be rewarded
As Hurricane Dorian bears down on the Atlantic Coast, many are preparing for its arrival. It seems like common sense to be sure that all exterior windows and doors to your house/building are closed. In fact, studies have shown that open windows/doors increase the wind pressure acting on a building roof, beside letting in the rain to damage the building interior. This led to the development of so-called Hurricane Windows. These windows can resist the force of a flying 2×4 and other debris so that the wind and rain do not enter the house.
The Insurance Institute for Business and Home Safety just released a notice that their research has shown that you should close all the interior doors in your house as well. This helps compartmentalize the wind pressure inside the house if an exterior window or door is breached during the storm and reduces the wind force on the roof by as much as 30%. Check this link to learn more.
Words can have a number of meanings and can even change meanings with time. This is especially true of terms specific to a technology or industry. Following are definitions of a few roofing and paving terms that people outside those trades (such as board members) may hear and not fully understand.
Overlayment – Placement of a new roof over an older covering or placement of a new asphalt surface course over an existing pavement.
Resurface – Install a new layer of asphalt (overlay) onto an existing pavement. Should not be confused with seal coat.
Seal coat – Apply a coal tar or asphalt slurry over asphalt pavement.
Tar – Stuff that dinosaurs got stuck in; the nasty stuff in cigarettes. Should not be confused with asphalt used in paving and roofing.
Coal tar – A byproduct of steel smelting used for producing pavement seal coating and interply waterproofing in some roofing systems.
Fishmouth – What a fish eats with; distorted membrane lap in roofing, resulting in an opening.
Shark fin – A closed fishmouth in roofing.
Spud – Tool for removing aggregate surfacing from a roof; the act of removing the aggregate; tater.
PRMA roof – Protected Roof Membrane Assembly, wherein the membrane is adhered, applied or laid onto the roof deck and is covered with a layer of insulation and ballast.
Ballast – Heavy materials (typically stone, concrete pavers, etc.) placed on a roof to hold down insulation or loose-laid membranes that might otherwise be blown off by wind.
Loose-laid – Not fastened or adhered.
Mud – Roof cement.
#$%! Gooey %&*@ – Roof cement.
Alligatoring – Interconnected cracking in pavement; pattern characteristic of depleted asphalt flood coat in roofing.
Flood coat – Hot (liquid) asphalt applied over top ply in built-up roofing system, usually followed by small aggregate surfacing.
Stoning – Installing aggregate surfacing in a flood coat on a built-up roof.
Resaturant – Material intended to rejuvenate asphalt in pavement or roofing by replacing depleted volatile constituents; waste of money.
Consultant – Someone who knows a hundred ways to make love, but doesn’t know any women.
Pitch pocket – Roof flashing consisting of a receptacle for sealant (or pitch), placed around an opening through which utility lines or other items penetrate a roof.
Ever wonder what happens when an elevated steel and concrete walkway is not maintained? Corrosion will render the metal decking supporting the concrete useless and then this happens.
There are many buildings in the Mid-Atlantic region with this type of walkway access. We are often asked, “How long can I wait until I have to fix a structural deficiency.” It is impossible to predict when a structural collapse might happen. Apparently, the owners of this 32-year old building waited a few days too long.
We cannot stress enough the need to perform regular maintenance rather than defer repairs until a major restoration project is needed. Studies have shown that is it less expensive in the long run to maintain a building this way and your building does not end up on the evening news.
When the summer heats up, we often begin looking for methods of keeping things cool while outdoors. Whether we are trying to cool our gardens, our structures, or ourselves, water is considered one of the most effective tools in this regard. But not all things will benefit from added water, even on a hot summer day.
Concrete is the most widely-used building material in the world. It is celebrated for its compressive strength, which is produced by a combination of the chemical reaction between cement and water, and the presence of aggregate within the mix. The ratio between these materials within a concrete mix can have great effects on the strength of the hardened product. In particular, excessive water can have extended adverse effects on the strength of new concrete as it hardens and cures, and therefore can compromise the integrity of the resulting concrete structure.
Because of the impact that water can have on concrete strength gain, engineers have closely studied and observed the relationship between water content and concrete compressive strength. The figure below (https://www.engineeringintro.com/concrete/concrete-strength/water-to-cement-ratio/) is a graph representing that relationship, which shows the reduction of fully-cured compressive strength as the water-cement ratio is increased. The water-cement (w/c) ratio is the value of weight of water divided by weight of cement in a concrete mix. During concrete placement, the w/c ratio increases when water is added to the mix without also adding more cement. As we can see from the graph, the proportion of water within a concrete mix plays an important role in allowing the hardened concrete to reach its design strength.
Each year, the hottest months of the summer bring plenty of concerns for new concrete, one of the primary items involving high temperatures (see our blog post, August 13, 2012). In an effort to keep a concrete mix temperature down, it is no real surprise that someone’s first instinct might be to add water. But there are other effective ways to cool concrete without compromising strength- so that we can save some water and help build stronger structures.
It’s hard to find a building today without concrete surfaces stained by rust. Rust stains can adversely transform the aesthetics of a beautiful building. How can rust stains be removed? Let’s find out!
Once rust staining has occurred, it is important to remove the stains without altering the color or finish texture of the concrete. Two techniques which can be implemented are dry methods (i.e. sandblasting, wire brushing, grinding, etc.) and wet methods (i.e. waterblasting, chemicals, etc.). If surface texture is not a priority, the dry methods can be a quick and cost-effective way to remove stains. If the final finish is important, as is commonly the case with architectural concrete, chemical treatments are recommended.
Mild stains usually can be removed with an oxalic acid or phosphoric acid solution, applied to a water saturated concrete surface. Deeper stains typically require a poultice, which absorbs the chemical solutions and then forms a paste over the stain. Older buildings require more attention with stain removal because the chemical treatments may remove other contaminants in the concrete, creating a lighter color than the adjacent concrete.
The rule of thumb when putting a cleaning solution on your stained carpet or clothes applies with concrete. Be sure to test different chemicals on small, inconspicuous areas to evaluate the treatment. Also, the longer you let a stain sit, the more difficult it is to remove, so seek help quickly when rust stains appear!
In order to get your next roofing project off to a good start, be it minor repair or total replacement, the following is a list of items to discuss with your contractor to help ensure both parties are on the same page prior to starting the work. Reviewing some of these key items prior to job start-up will help both parties understand what is expected and hopefully make the job go a little smoother.
1. Review scope of work with the contractor to make sure everyone understands what work will take place. Ask if possible change order items are anticipated and what the unit costs may be for additional work.
2. Understand what the contractor’s anticipated start and completion dates are for the entire job. Knowing the working hours and if weekend work will be allowed is also important
3. Identify storage, parking and work areas. Make sure the contractor understands his responsibility for keeping the areas clean and maintaining the security of his equipment and materials.
4. Make sure the contact person in the field as well, as the responsible person in the office, is identified in case problems arise. Have a list of all emergency numbers of key personnel prior to starting work.
5. Clarify whether the contractor will utilize certain facilities (such s water, electricity and/or restrooms) while working on the job.
6. Bonds, insurance certificates, building permits or any technical submittals should be obtained prior to starting work. The Contractor should be responsible for securing any state or local permits or inspections.
7. Inspect property and document any existing damage prior to starting work to help protect all parties.
8. Understand who is responsible for connection or disconnection of mechanical systems.
9. Find out what warranties will be given from the contractor and/or manufacturer.
Applying caulk to stop leaks is not always a good thing. Sometimes it makes matters worse by trapping water in the building façade instead of letting it drain.
Here are a few areas where NOT to caulk:
*Along window or door head lintels on brick facades – leads to advanced corrosion of the steel support and either rotated/deflected steel or cracked bricks.
*Soffit (ceiling) of elevated concrete slabs (i.e. balconies, parking garage slabs) – traps water in the concrete and accelerates corrosion of the embedded steel and deterioration of the concrete
*Over/covering window weep holes – prevents windows from draining properly
Most jurisdictions require a percentage of construction cost be allocated to upgrading the accessible route to the altered space. Many times this involves modifying the existing restroom facilities. Some ways to do this are:
1. Adding grab bars to toilets stalls (vertical grabs are now required);
2. Increasing stall size by reducing fixture count. Be careful to maintain an adequate fixture count to support occupant load; and
3. In extreme cases it may be necessary to enlarge the restroom by moving the end wall and will affect adjacent areas.
Many times this requirement is overlooked and can lead to delays in building permit issuance and increase design costs. Let us know if you need any help planning for future projects. Architect on staff!
Installing linoleum or similar covering directly on concrete floors can be problematic if there is moisture in the slab. This is especially a concern with on grade slabs where there may be moisture under the slab that can permeate upward. Linoleum and similar floor coverings act as a barrier that can cause moisture to be trapped under the flooring. When this happens, the floor covering can unbond, warp and become a serious hazard.
Carpet covering will let moisture vapor pass through and normally are not a problem. Carpet can be a solution where other floor coverings are adversely affected by moisture.
If a linoleum or similar covering needs to be installed, it is important to understand and analyze the moisture present in and/or under the slab. Various types of moisture testing can be performed to help verify that the concrete is dry enough to allow the installation of an impermeable floor covering.
Engineering studies fall into a number of categories, from general condition surveys (such as reserve studies and pre-purchase inspections) to problem-solving investigations and forensic examinations. Within those categories, there are generally three (3) levels of need.