Category: Articles

February 2017 Blog Post

WHAT DOES A LIGHTNING REPORT REALLY TELL YOU

 

In today’s weather world a great deal of historical data is collected and can be accessed in prepared reports.  Lightning data is one example.  The idea of being able to determine where lightning struck the ground was developed in the late 1970’s and initially deployed in the western US to be able to locate where a lightning strike might have started a forest fire.  In the years up to 1989 the technology for what became the National Lightning Detection Network was being developed and coverage spread until it encompassed the entire United States.  So complete lightning data coverage for the US was initiated in 1989 and all of that data is still available.

The National Lightning Detection Network was developed and owned by a company called Global Atmospherics in Tucson, Arizona.  Global Atmospherics was purchased by a Finnish company Vaisala, Inc., in 2002 and has owned and operated the network since that time.  In 2004, a competing data network, the US Precision Lightning Network was established to provide lightning strike data.  In 2009, a third network, Earth Networks Total Lightning Network, was deployed in the continental US. All three of these networks continue to operate and supply data from their own network of ground-based sensors.   Each network uses more than 150 sensors placed throughout the United States and adjacent countries to collect their data.

In discussing lightning, there are several terms to be aware of.  A cloud-to-ground lightning strike is an electrical discharge between the atmosphere and the ground.  The lightning flash is the entire event from beginning to end.    The return stroke is the electrical current flowing through the lightning channel.  Many times there can be more than one stroke, and this is what causes the lightning to appear to flicker.  There can be as many as 20 or more strokes in one lightning flash.  A strike point is the location on the ground where lightning hit. And not all of the return strokes necessarily hit the same point on the ground.

Lightning stroke data collection usually includes the date and time of a strike, the latitude and longitude (location) of the strike, the peak amplitude (in kA or thousands of amperes of current in the stroke), the polarity of the strike (positive or negative), and a determination of whether it was a cloud-to-ground or cloud-to-cloud strike.

A common application for lightning data, is for claims purposes.  An  insurance user can query a lightning network data archive,  for the property where lightning is believed to have struck, and then look at the map with data points that represent strike locations. The search diameter from a specific point/address can be selected between 1 and 15 miles.

In reviewing and using the lightning data reports, it is important to understand the limitations of lightning networks .  In general, US lightning networks have a near 100 percent detection of thunderstorms.  So, if a lightning detection network report shows no lightning in that location on the day in question that information can be believed.

For address-specific applications of lightning data, it gets a little more complicated, because the ability to detect a thunderstorm is not the same thing as detecting every single stroke that contacts the ground.  All networks have a flash detection efficiency of 90-95 percent or greater for cloud-to-ground lightning.  In general, the networks may not record the smallest magnitude lightning strikes very well.  In addition, during intense thunderstorms when there are many strikes, the sensors can be processing data and resetting after a flash when the next flash occurs and they may not see the second flash.  So, all networks can miss some lightning strikes.

All US lightning networks state their median location accuracy is about 1/8 mile.  So, for a property that is a large campus or is located in a lightly populated area that accuracy doesn’t generally affect the interpretation of results.  However, for homes in a heavily populated area the 1/8 mile radius around the reported strike point could encompass a number of separate houses.  So while there is a 95 percent chance that the lightning actually struck within approximately 1/8 mile of the pinpoint shown on the data map that might not be at the house selected as the center of the data area.  This image shows a point data map with a 5 mile search radius.

In addition to the median accuracy, which can be envisioned as a small circle around the points on the report map, the ultimate accuracy of the location is dependent upon the number of sensors that “see” the flash and their locations.  The greater number of sensors that detect a stroke, the more accurately that stroke will be plotted. The fewer sensors that detect the stroke will have a larger error and this will be visualized with a more elliptical or oval shape.   This is illustrated by comparing the point data on the Lightning Stroke Map above with the same data as presented on the Confidence Ellipses map below.  So rather than the strike point always being within 1/8 mile of the point shown on the map in the data report, the actual strike point could be several miles away in the worst cases.  These ellipses have a 99 percent of encompassing the actual strike point.  This images shows the same point data map with the 5 mile search radius with the 99 percent confidence ellipses shown.  Note the large size of some of the ellipses.

In summary, a lightning data report can be considered almost foolproof when evaluating whether or not lightning was present in the area of interest on the date and time of interest.  However, the exact location of the strike may not be as obvious as the reports present.  In these cases it is important to use information from the scene, including physical evidence and expert evaluation, to determine if lightning actually struck the property or caused damage at the property.

John D. Stewart P.E.

John D. Stewart graduated from the University of Texas at Arlington with a Bachelor of Science degree in Electrical Engineering.  He is a Principal Engineer with Haag Engineering Co., and a registered professional engineer in the states of Texas and Arizona.  Mr. Stewart is a member of the Institute of Electrical and Electronic Engineers (IEEE), the American Institute of Chemical Engineers (AIChE), the National Fire Protection Association (NFPA), the International Association of Arson Investigators (IAAI), the National Society of Professional Engineers (NSPE), and the Texas Society of Professional Engineers.

 See his profile here.

Non-Destructive Testing of Residential Electrical Wiring – December 2016 Blog

Non-Destructive Testing of Residential Electrical Wiring 

If you’re dealing with the aftermath of a flood or fire, one issue you’re likely to encounter is how to evaluate the condition of electrical wiring hidden within the walls.  You may hear that the only real way to examine the wiring is to open the walls so that the wiring can be visually examined.  Usually however, opening every wall is a significant and costly over-reaction in most cases.

Electricians have been testing insulation on electrical wiring for over 100 years by using an insulation tester.  These testing devices are commonly called a “Megger” (from MEGohm metER).  The name “Megger” was trademarked in England in 1903 by the company that developed the first tester Evershed & Vignoles Limited.  In the United States, the testers were sold by James G. Biddle Company, and commonly called Biddle Meggers here.  Today, many companies just offer these as insulation testers.

The insulation tester functions by placing a higher than standard (but not harmful) voltage into an electrical cable and then measuring any current flow between the wires.  Damaged insulation causes more electrical current flow which equates to reduced resistance.  Most Meggers used in residential service generate 500 or 1,000 volts, although in industrial services units can generate up to 15,000 volts.  The meter shows resistance in megohms (millions of ohms).  The higher the resistance, the better the insulation between the wires of the cable or circuit.  Higher is better.  Manufacturers of the cables or systems will set minimum acceptable insulation levels, but in most cases, a minimum resistance of 25 to 100 megohms is considered acceptable for wiring.

Testing the wiring in a typical residence or small commercial building can usually be accomplished by a knowledgeable electrician using an insulation tester in a few hours.  The areas that are accessible for testing include the fuse box or circuit breaker panel box as well as the outlets, switches, and light fixtures.  The testing is usually done at the fuse box or circuit breaker panel.  For safety considerations, the main fuse or circuit breaker is opened to disconnect power from all wiring in the building.  A volt meter then is used to verify that all electrical power has been disconnected from the wiring.  The electrician then disconnects all devices connected to the circuits.  The wiring then can be disconnected from each fuse or circuit breaker.  The electrician applies the tester to each set of wires and records the resistance reading.

If the resistance reading is above the minimum required (based on the 25 to 100 megohm minimum or the experience of the electrician) then the insulation on that wire or cable in that circuit is considered acceptable and the next circuit then is tested.  Most residences have a single fuse or breaker panel with up to  42 circuits.  In larger buildings, there may be additional panels with more circuits.

If the resistance of all circuits is above the minimum, then all of the wiring is considered acceptable. But if the wiring in one or more circuits does not meet the minimum resistance level, then further testing may be required.  In most buildings, the wiring of each circuit has splices or additional connections at wall outlets or light switches.  Where the circuit fails the test, individual portions of that circuit may be isolated and tested to attempt to determine if just one section of wire or cable is defective and must be replaced.

This relatively quick and simple testing by a licensed electrician or engineer can determine if there has been damage to electrical wiring and it must be replaced or if it can be reused without repairs, leaving all drywall intact in the meantime.

October 2016 Blog Post

Recovering from Chaos

In this case study, written by Eddy Pokluda of Haag Construction Consulting, we examine the recovery and restoration process after a flood event. The identifying details have been changed below, but this case is indicative of several Mr. Pokluda has worked on. 

After three days of constant rain, the nearby river was rising quickly. Employees at Olmstead Printing in Baton Rouge didn’t worry too much however. A recently completed construction project had improved flood control along the river to withstand a 100-year flood. In fact, it was that river-improvement project which allowed construction to take place here, so close to the river, at all. Four more days of rain later, however, that 100-year flood became a 500-year flood—well beyond the flood control systems in place.

Olmstead Printing’s offices and printing floor were flooded from both rising water and roof leaks. Power was lost, and nothing more could be done to keep out the rising water. Employees left the facility to secure their own homes and families. The disaster came and went in a very short period of time, leaving an enormous amount of damage in its wake.

As a business owner, there is a solitary moment in the midst of chaos. The water is receding, it’s time for damage assessment, and major decisions are upon you. You feel pressure from restoration contractors to “just sign right here” and get the process started. You’re being asked to authorize payment for huge sums of money in a relatively short period of time.

As water extraction begins, restoration contracting personnel are everywhere. They switch on generators, position drying equipment, place fans on the floor, and inflate lay-flat with dryers.  Some of the restoration staff seems to be working, and others not so much. You’ve been promised a plan soon, but hours turn into days with no scope or timeline mapping out the estimate originally submitted to you.

Meanwhile, your employees are not working, and those unfilled orders have your competitors (unaffected by the flood) licking their chops for your business. Just as you see some progress, the restoration contractor wants to meet with you and the insurance adjuster. He tells you that due to the inability to successfully dry building materials, there is a threat of mold. The offices need sheetrock, flooring, and ceiling tiles removed. Oh, and by the way, please sign this change order of $200,000 dollars to complete.

As your insurance adjuster authorizes this change order in her makeshift office outside, you notice employees returning to work at the warehouse next door. Your business, however, doesn’t open again until after two more weeks of waiting, two additional change orders, loss of production, potential loss of customer base, and loss of some good employees.

You visit your neighbor to see how they recovered so quickly. Time is money, and you know your neighbor spent less money than you. What was their advantage?

Here is how recovery was handled at the facility next door:

  • A construction consultant required the contractor to submit within 24 hours the following:
    • Scope of Work
    • Contractor Rate Schedules (including labor, equipment, materials, consumables and chemicals)
    • A Critical Path of Management (Timeline) with projected finish date
    • A “Not to Exceed” Estimate
  • This process/review of documentation immediately revealed a few major discrepancies:
    • The water was a category 2 (IICRC S500 Standard), and had already wicked in excess of 18 inches up the drywall (Sheetrock).
    • Wicking of water over 18 inches above the floor necessitated that the Sheetrock be removed 4 feet up from the floor with minimum drying equipment for ambient control of offices and equipment.
    • A much smaller generator would be necessary than initially estimated, and the generator could be removed when power was restored, eliminating its fuel cost as well.
    • Computations of required drying equipment were flawed (what contractor had on trucks would be used–which was too much), thus a further reduction.
    • When power was restored, HVAC units that were not damaged would further reduce ambient control equipment.
    • During clean-up and sanitization processes, a contractor for replacing Sheetrock was mobilized for rebuild along with material.
  • A construction consultant set and monitored recovery guidelines:
    • Contractors would document any discussions, issues, or recommendations in a concise and exact manner (job book).
    • Copy of Crew Assignment Sheets (specific tasks, labor category, areas worked)
    • Daily Equipment Usage Sheets (billable equipment)
    • Daily Materials/Consumable Usage Sheets
    • Invoices for expenses for vendors, sub-contractors, reimbursable items
    • Change Order must be requested and approved in order to increase “Not to Exceed” Estimate.

Your neighbor’s insurance carrier and adjuster knew this type of loss could be problematic without proper management. They contacted a trusted construction consultant to oversee the restoration and construction professionals, thus managing the timeline and the costs. Ultimately, engaging a construction consultant meant your neighbor’s loss was resolved in about half the time and half the cost.

About the Author:

 

Eddy Pokluda has over twenty-five years of dedicated service in the field of commercial property loss restoration. Mr. Pokluda has experience and credentials in water damage, fire damage, structural drying, document restoration, and mold remediation. He has been involved in the majority of major catastrophic events in the U.S., Canada, Caribbean, Guam, Mexico, and South America, playing multiple roles including project management, scoping/estimating, consulting, and marketing. From hurricanes to earthquakes, tornadoes to floods, 9/11, Hurricane Sandy, and numerous other non-weather related events, Eddy’s ability to analyze a loss and devise a subsequent course of action has provided positive results for countless insurance professionals in the U.S. and abroad.

As Senior Construction Consultant for Haag, Mr. Pokluda manages restoration, construction, estimating, and loss analysis projects for clients to ensure that your loss will be mitigated cost effectively and efficiently. Contact Eddy Pokluda, Haag Senior Construction Consultant at 215.614.6500 or epokluda@haagglobal.com .

June 2016 Blog Post

Water Damage – What Do I Do Now?

By Larry Dillon, Vice President of Haag Construction Consulting

Handling a water damage event is part of everyday life for seasoned property adjusters, but unfortunately, most property owners are completely lost when it comes to knowing the steps to take when unexpected water damage strikes. Water damage or a flood event can happen at the most inopportune of times, catching an unsuspecting property owner completely by surprise.

I’m reminded of a couple I met many years ago, as a contractor, who had been out until the wee hours of the morning celebrating their fifteenth wedding anniversary. When they arrived home (at around 2:00 AM) they found every ceiling in their home collapsed as the result of a freeze-related pipe break in the ceiling. Without even turning the water off, they quickly closed the front door and left for a local hotel. The horrible sight of the steamy water cascading from every ceiling, wet sheetrock, and 12 inches of saturated insulation lying on top of everything they owned was far more than they could handle. The next morning, they quickly realized that leaving without so much as turning the water off was a BIG mistake! It most certainly made for an anniversary to remember!

Thankfully, most property owners are more responsible than this when disaster strikes, however, knowing the proper steps to take in the midst of an entirely unexpected disaster is not always so easy.

Most insurance policies require property owners to take necessary steps to mitigate further damage, for the simple reason that the longer you wait to begin the cleanup, the more extensive and expensive the damage becomes.

The longer something stays wet the more likely you will be to experience additional damage, including eventual mold problems.

Step One: Turn off the water source! Water damage will continue to worsen as long as the source is providing more moisture. There are many potential ways a property owner could encounter undesirable water-related problems, broken pipes, intrusion through faulty building envelopes, and leaky roofs to name a few. Putting a stop to more water is a critical first step no matter what the source.

Once the source has been addressed, a water removal and mitigation contractor can assist the property owner in cleaning up and drying out quickly. It is important to call for help from a company that can offer a meaningful response 24/7. Most property owners are not readily familiar with these specialized contractors. When a property owner is ankle deep in water, they don’t have time to search for a solution and then wait for a call back. A well prepared property adjuster should always maintain a list of reputable mitigation contractors who can offer a fast, dependable response. An industry-respected company with a strong BBB rating is a must.

The emergency response contractor will arrive on the scene and quickly remove all standing water and saturated building materials. He should test the floors, walls, and structure for moisture content. They may need to move or block up the furniture. A quick recovery will most likely include the use of drying equipment, and the contractor may need to chemically treat wetted areas. They will continuously monitor the project to keep the owner and adjuster fully informed throughout the emergency response and drying process. The right equipment is essential when it comes to completely drying the environment. This includes the complete drying of areas that are normally hidden from view, inside wall and ceiling cavities and other unseen areas. This is critical in preventing future problems related to the water event.

A construction consultant familiar with the process of recovering from the effects of water related damage can be invaluable to both the property owner and the adjuster. The consultant will monitor the contractor’s activities and ensure that the proper steps are being taken to mitigate further damages.

What do I do when water damage strikes? Don’t forget to STOP THE WATER, and then respond quickly and effectively – with the proper expertise and the right equipment.

 

Larry Dillon, P.E., Vice President of Haag Construction Consulting, 06/2016

Mr. Dillon’s expertise includes property loss/construction consulting services, including but not limited to development of detailed cost analysis and documentation related to all aspects of commercial, institutional, and industrial insurance claims. He has decades of executive level experience providing service to the national property loss adjusting community. He is a licensed adjuster in Texas.  See his profile here.

 

May 2016 Blog Post

Of Apples and Asphalt Comp Shingles:  ‘Bruise’ Defined

By Scott Morrison, P.E., Director of Haag’s Research/Testing lab

 

Ever watch a kid with an apple? If there is a soft spot in the apple, the child will find it by pushing with their tiny fingers… Now imagine an asphalt composition shingle struck by large hail — say 2” hard ice. The shingle is punctured. The site contacted by the hailstone is surrounded by a round or oval fracture, depending on the angle of the impact. Materials within the fracture are broken. Granules are dislodged and the reinforcement is torn. The hail damage is easily visible at more than arm’s length (see Fig. 1).

 

Next think about a smaller hailstone — say hail that is 1- to 1¼” in diameter, made of hard ice. What happens to the lightweight three-tab asphalt shingle supported over plywood decking if it is struck by such hail? The shingle has the slightest dent, one that is not readily visible but which is perceptible tactilely at the impact site. From arm’s length, we don’t see a fracture in the shingle exposure. Our eyes may be drawn to the impacted area because a few granules are missing. We run our fingers across the tab and feel a slight dent.

 

 

How do we tell if the shingle has been damaged by hail? We gently push with finger tips in the shallow dent. If we feel a localized soft spot like that bruise in an apple, we’ve identified broken (fractured or ruptured) reinforcement within the shingle. Structure within the shingle broken by hail constitutes hail-caused damage. Thus:  a bruise in a shingle is a fracture that is not evident in the top surface of the shingle but can be distinguished tactilely with finger tips.

 

Knowing that fractures in shingles caused by impacts initiate in the bottom surfaces of shingles, we can confirm the fracture by examining or feeling the bottom side of the shingle. If the shingle is bonded by sealant, we may gently unseal the shingle (see Fig. 2) and look and/or feel for the fracture (and then re-bond the shingle). One can even go a step further and carefully harvest the shingle and extract its reinforcement with a vapor degreaser (see a short video on that process below). Fractures in reinforcements have their own signatures of damage—impact-caused fractures and strained regions.

 

So let’s recap. Hail-caused damage to an asphalt shingle includes punctures and bruises. Punctures are obvious visibly. Bruises are not so obvious visibly (see Fig. 3), but they can be confirmed tactilely as localized soft spots in roofing that contain physical damage to the shingle reinforcement…just like a child finds a bruise in an apple.

Scott Morrison, P.E., Director of Haag Research/Testing lab, 10/2015

Scott Morrison specializes in Structural Evaluations, Foundations, Earthborne and Airborne Vibrations, Roofing Systems, Reconstruction Monitoring and Analysis, Research/Testing, and Architectural.  He is a primary author of material in the Haag Certified Inspector courses and many of the Haag Damage Assessment Field Guides.  See his profile here.

 

Haag’s ‘Green Machine’:  How We Extract Reinforcements to Determine Damage

 

 

 

Spring Newsletter 2016 Blog

IBL-7 & IBL-9 Ice Ball Launchers

Since 1963, Haag engineers have performed impact tests on and made field inspections of the myriad of roofing materials in order to determine their hail damage thresholds. Recent impact tests are performed in our Research/Testing facility with Haag’s IBL-7 and IBL-9 Ice Ball Launchers.

The Haag IBL-7 impacts roofing and other materials with simulated hailstones. Material samples are mounted onto test panels that mimic real-life support conditions. The sample is then targeted at specific locations for impacts. The IBL-7 can launch hailstones as small as one-half inch in diameter and as large as 2 ¼ inches in diameter at velocities that match real-world free-fall or wind-driven conditions. The IBL-9 launches hailstones ranging from 2-1/2″ to 4″. After the samples are impacted, they are examined for failure with a variety of techniques.

Haag Education creates many of its materials and resources, including Damage Assessment Field Guides, Haag Certified Inspector Courses, and Online seminars, with the testing and findings provided from the IAS accredited Haag Research/Testing department.

Visit our YouTube page to view more testing videos.

April 2016 Blog Post

CAN WIND CAUSE FOGGY WINDOWS?

After strong windstorms, home and building owners may be concerned with the performance of their multi-pane windows.  They question if and to what extent the windows have been affected by the storm.  It’s a valid question:  when can windstorms affect the performance of window?

To answer this question, we must first understand how multi-pane windows are built and what loads these windows typically sustain on a daily basis.

Simply put, multi-pane windows consist of a window frame that holds insulated glass (IG) units.  IG units consist of two or more layers of glass with moisture-less gas trapped between them.

The trapped gas has an important purpose:  it conducts heat less efficiently than outside air, lowering the heating and cooling demand on the building interior. This also has the added benefit that the windows are resistant to fogging and frosting.

On a daily basis, multi-pane windows are subjected to a range of weather conditions.  In particular, let’s focus on the temperature changes.  In the evening, the window components (including the gas between the panes of glass) lower in temperature. During the daytime, windows will increase in temperature, particularly those exposed to direct sunlight. Like any material, the trapped gas will expand when heated. This leads to a daily cycling of pressures within the IG unit.  In the industry this phenomenon is referred to as solar or thermal pumping.

As might be assumed, thermal pumping takes a toll on the windows.  Over time, as the seals deteriorate, thermal pumping stresses the seals between the glass.  Eventually small fractures will develop and grow.  These fractures allow increasing amounts of infiltration and exfiltration of air between the panes.

Manufacturers recognize and expect this to eventually occur.  In addition to the seal, some manufacturers also add a desiccant between the glass panes.  The desiccant will mitigate any moisture that finds its way in the IG unit.  However, the desiccant is limited and eventually it will become saturated, allowing moisture to condense on the inside of the IG unit.  This phenomena will eventually occur in any IG window, regardless of whether or not the window has been subjected to one or multiple strong storms.

Now, knowing how IG windows are built and the loads that these windows see on a daily basis, we again ask the question:   can a strong windstorm affect the performance of a good or like-new window?  If wind-borne debris compromises the glass or seal, the answer is yes. Evidence will be visible on the surface as cracked or fractured glass.  Care should be taken to inspect portions of the window where the view of the glass may be obstructed by the window frame.

In the case of windows in poor condition, it is also possible that wind forces may be the “straw that breaks the camel’s back.”  In this case, factors to consider are the directionality of the wind, the location of the windows on the building, debris impact marks or gouges, and the time elapsed since the storm.  These items will help in the determination of whether or not wind was a contributing factor or if the window seals failed due to natural weathering.

Time since the storm and the extent of the fogging can provide good insight as to whether or not a storm was related.  After a seal has failed, it takes time for moist air to enter the space between the glass panes. Further, the development of condensation is dependent on the presence of moist air.  Once moist air has entered the space between panes, there is a progression of fogging.  It begins as light translucent condensation, progresses as mist with water droplets, and finally becomes a thick opaque white haze as the water evaporates and condenses repeatedly, leaving the minerals in the water behind (see the figure below). Note that this process takes a long time.  In the earliest stages, when the white haze has not yet formed, test methods for determining whether or not moisture has infiltrated should be considered.

 

 

The answer to whether or not wind can affect the performance of a window can be complicated and a proper inspection is essential.  Further, the effect of wind forces needs to be considered in context with other factors, such as window maintenance, material properties, and possible issues in the original manufacturing.  There are also methods for addressing the moisture once it does ingress, but their applicability and limitations should to be considered and addressed for each individual case.

 

By Carlos Lopez, PhD, PE, Haag Associate Engineer

Carlos graduated from the UN of FL with a BS, MS, and PhD in Civil Engineering.  He is a member of the American Association for Wind Engineering, the American Society of Civil Engineering, and the American Concrete Institute.  Carlos has assessed damage to hundreds of roofs since joining Haag in 2012.  He also served as a key developer of the Haag Certified Inspector-Wind Damage Course.  His primary areas of consulting are structural evaluations and general damage assessment.  He also works in the Haag Research/Testing laboratory, designing new test apparatuses and performing experiments and industry-accepted testing procedures.  For Carlos’ profile and contact information, click here.

February 2016 Blog Post

How to Mitigate and Remove Ice Dams on Roofs

by Richard F. Herzog P.E., Meteorologist, RRC, Haag Principal Engineer (posted 02/2016)

During the winter in much of the US, many of our roof problems and inspections revolve around ice dams. Severe ice dams can result in water intrusion, and falling ice from roofs and eaves can cause injury and property damage to buildings and vehicles. With the large snowstorm that affected in Mid-Atlantic and Northeast in late January 2016, ice dams are sure to develop to some buildings after freeze/thaw cycling. We want to help you prepare for these types of inspections by discussing the causes of ice dams, prevention of their formation, and snow/ice removal from roofs.

Causes and Prevention

The mechanism for formation of ice dams at roof eaves is well-understood, as are the proper construction techniques to minimize this condition. According to the Asphalt Roofing Manufacturers Association (ARMA), “Ice dams are typically formed by the continual thawing and freezing of melting snow or the backing up of frozen slush in gutters. When they occur, water can be forced under the roof and may cause damage to a home’s ceilings, walls, and insulation.”1 Note that the use of self-adhering membrane (commonly referred to as “ice and water shield”) at the eaves and valleys of a roof will not prevent an ice dam from forming, but will reduce the likelihood or severity of leakage because these membranes are more water-resistant at seams and fastener penetrations than standard underlayment.

Proper ventilation and insulation of the attic space is the best prevention technique to mitigate the formation of ice dams. The 2015 International Residential Code (IRC) in section R806.2 prescribes a minimum ratio of 1:150 of net free ventilation area to attic floor area for an unconditioned attic, and this figure has remained constant for many code cycles. An exception can reduce the ventilation amount to 1:300 in Climate Zones 6, 7, or 8 if two conditions are met: a vapor barrier on the warm side of the insulation (typically the top of the ceiling) and balanced ventilation between the eave region and the ridge region.2 (Please check the local building codes for the requirements in your area.) With certain weather conditions; however, some ice damming may occur even with code-compliant construction.

The difference that attic insulation and ventilation makes can be seen in the accompanying photographs that were taken at the same time in the same area. The house on the left (Figure 1) had proper insulation and ventilation, resulting in uniform coverage of snow across the roof and no ice damming. The townhouse on the right (Figure 2) had a poorly ventilated attic, causing the upper portion of the attic to warm and melt the snow near the ridge. The melted snow re-froze at the eave, causing an ice dam to form between the gables and large icicles at the eave.

Snow and Ice Removal

Once an ice dam has formed or water intrusion has been observed, the removal of the ice can be challenging and dangerous.  We have performed many inspections where we have witnessed the damage done to shingles (Figure 3) and other building components from snow and ice removal. Sometimes property owners will use axes or other tools on the roof themselves, or search the web or phone book for “snow removal services” and hire that company to clear an ice dam without realizing that the primary snow removal service offered by the company is for driveways, sidewalks, and parking lots. If snow/ice removal is necessary, it would be recommended to use a licensed roofing contractor that offers “roof-specific” ice removal, as such individuals would have the proper safety equipment to access the roof and the proper tools to avoid damaging the roof. A common method for professional services is to use steam to quickly melt the ice. A steam machine does not spray large quantities of water or high-pressure water as would a “pressure-washer,” but the high temperature melts the ice. For shoveling or any mechanical removal of snow and ice, plastic tools would be preferred over metal to avoid damaging the roof covering, flashings, or siding. So, let it snow!

Refererences:
1Asphalt Roofing Manufacturers Association (1993), Technical Bulletin: Preventing Damage From Ice Dams. p. 1.  [Available online at http://www.asphaltroofing.org/sites/default/files/tech-bulletin/Preventing%20Damage%20from%20Ice%20Dams_0.pdf .  Accessed 1/27/15]
2International Code Council (2014), 2015 International Residential Code.

 


 

Richard F. Herzog P.E., Meteorologist, RRC, and Haag Principal Engineer (02/2016)

Richard Herzog’s primary areas of consulting are Roofing Systems, Building Envelope Systems, Evaluation of Wind Damage to Structures, Construction Defect Evaluations, Meteorological Investigations, Development of Hail Analysis Software, and Alternative Dispute Resolution.  He serves as a primary advisor in the creation of many Haag Education seminars and products.  See his profile here.

January 2016 Blog Post

VALUABLE CLUES: WHAT TO LOOK FOR DURING COMMERCIAL ROOF INSPECTIONS 

 

by Ken Gilvary, M.S., P.E., Haag Principal Engineer, 01/2016

Commercial roofing is one of the most demanding areas for expertise in the insurance industry today, as there are millions of commercial structures and hundreds of different roofing systems and variations in application.  Further, the history of a building’s roof may have a significant influence on its performance.  There may be multiple layers of roofing on a single building which include different materials and installation.  Turning back the layers of roofing can reveal historic clues to help us in our evaluations, similar to turning the pages of a good mystery novel.  Use the following tips to aid you in resolving roofing mysteries and reaching accurate conclusions.

The three most common types of low-slope commercial roofing systems are built-up roofing, modified bitumen roofing, and single-ply roofing.  Built-up roofing comprises multiple layers of felt sandwiched together with molten asphalt, which are typically covered with a protective coating, gravel ballast, or a roll-roofing cap-sheet.  These built-up systems offer redundancy due to their multiple layers of reinforcements.  Modified bitumen roofing systems normally comprise a felt base sheet covered with one or two plies of modified bitumen membrane.  The modified bitumen membrane comprises reinforcement coated with asphalt and mixed with a plastic or rubber to make the bitumen substantially tougher and resistant to tearing.  The modified bitumen also needs to be covered with a protective coating such as aluminum-rich paint or granules to protect it from sun exposure.  Single-ply roof systems comprise a variety of plastics and rubbers, including ethylene propylene diene monomer (EPDM), thermoplastic olefin/polyolefin (TPO), and polyvinyl chloride (PVC).  These systems are single-layer applications of roofing sheets that are bonded along their seams with heat or adhesive.  They rely directly on the strength of these seam bonds to keep water from infiltrating the building.  Single-ply systems are designed for direct exposure to sunlight.  When evaluating a roof system, it is important to determine the constituents and attachment of the system, as this information can provide clues as to how the roofing will respond to storm events such as wind and/or hail.

 

With respect to hail, we should consider that hail storms typically have a predominant fall direction.  This direction can be determined by the examination of building features both on and off the roof.  Hailstone impacts can leave distinct spatter marks on oxidized surfaces such as electric junction boxes, and they often leave permanent evidence of impacts as dents in metals (such as air-conditioner cooling fins, roof vents, and flashing).  Roofing surfaces exposed to the predominant direction of hail-fall will experience the most severe impact, and these areas should be the first to exhibit damage, if any occurs.  Likewise, if damage occurs, it is expected to be more frequent and more severe on surfaces facing the predominant hail-fall direction.

It should also be noted that roofing systems installed over softer substrates (such as foam insulation boards) are more susceptible to hail strikes than those installed over stiffer substrates (such as plywood, concrete, or gypsum cover boards).  This is due to the deflection that can occur in these substances.  Further, areas of ponded water can accelerate the deterioration of roofing membranes and can make these areas more susceptible to impact.

Evaluation of large hail strikes against built-up and modified bitumen roof systems often requires the removal of roofing cores, which are transported to the lab for further examination. Removal of roofing cores also permits an opportunity to determine the roof system cross-section, the membrane thickness, and to check for moisture below the roof membrane. In these instances, we regularly examine the sample under magnification, and then remove the bitumen from the core with solvent to examine the reinforcing for strain and tears characteristic of impacts.  Once the roofing has been cut, you can use a tool like the Haag Panel and Membrane Gauge™ to measure and document the thickness of the membrane for your file Hail damage to single-ply roofing systems typically is discernible in the field; however, it may be helpful to remove cores from the roofing and examine areas of interest with a microscope and/or high intensity backlighting to identify fractures caused by hailstone impacts (particularly with TPO products).

 

With respect to windstorm evaluations, we need to recognize that a building has widely varying force levels on its roof surfaces.  It is reasonable to expect the most severe wind damage to occur at the windward corners and edges of the roof where wind forces are the strongest.  It is for this reason that building codes require more uplift resistance capacity for roofing in these areas.  In fact, it is not uncommon for roof fastener patterns on shoreline structures and tall buildings to

require 50 percent more fasteners along the edges and 100 percent more fasteners in roofing corners than in the field of the roof.  If wind forces have reached levels strong enough to damage the common commercial roofing systems, there typically is some combination of lifted, torn, and/or peeled roofing concentrated where wind forces are the strongest (ie. at the windward edges and corners of the roof).  Additionally, we should examine the roof system at roof penetrations to look for wrinkles and tears or any other evidence of membrane displacement.  If we find that roofing failure has occurred at wind speeds less than expected, we should examine and document the roof system attachment within those areas.  Often premature failure occurs due to inadequate fasteners, inadequate adhesion, or some combination of the two.  Situations such as these may be significant subrogation opportunities.  In these instances, it is particularly important to turn back all of the roofing layers to properly evaluate the roof and support your conclusions.  The layers of roofing, their attachments, and their performance tell the story; all we have to do is know how to read it.

 

 

 

Kenneth R. Gilvary is a licensed Professional Engineer in 16 states. He was employed by Haag Engineering Co. from 2003-2017. He has extensive experience with design, construction administration, and evaluation of large-scale projects involving multiple buildings.  He currently sits on the Board of Directors of the Windstorm Insurance Network (WIND), Inc., and the Property Loss Research Bureau (PLRB) planning committee.  He is a member of the ASTM E-06 Performance of Buildings Committee and is a developer. He was an instructor for the Haag Certified Inspector (HCI) programs. Ken also is an All-Lines Insurance General Adjuster licensed in Florida with experience in adjusting large commercial losses.

 

What Can Radar Tell Us About Hail? Nov. 2015

What can radar tell us about hail?

By Tim Marshall, P.E., Meteorologist, Haag Principal Engineer

Have you ever wondered whether National Weather Service (NWS) radars can tell if it hailed on a particular roof?  There is a high probability it can!   Radar information is available online from the National Climatic Data Center at: https://www.ncdc.noaa.gov/data-access/radar-data as well as other sources.  Haag engineers and meteorologists routinely study radar images or analyses to determine the likelihood that hail fell at a specific location. Such information can help our clients better understand hail history.  Radar studies have shown good correlation in determining hail aloft and whether it reaches the ground.  However, there are too many uncertainties with weather radar to accurately tell maximum hail size at a particular location.  While some organizations provide such algorithm output, this type of data must be reviewed with caution and correlated with all other available evidence.  Haag engineers and meteorologists conduct site specific inspections to verify if it hailed and determine the size, hardness, and direction of hail fall.  We look for the presence of scuff marks on wood surfaces and spatter marks on metal and other surfaces that have oxidation, grime, and organic growths.  Such marks are usually visible within a year or two after the hail event. Radar output does not take the place of detailed site specific inspections.

The following is a short treatise on radar to better explain what it can and cannot do.  Radar is an acronym that stands for Radio Detection and Ranging.  It was developed during WWII to track aircraft and missiles.  Advancements in technology have greatly improved radar quality and resolution over the years.  Today, there are more than 150 weather radars operated by the National Weather Service throughout the U.S.

These radars emit extremely short bursts of radio waves, called pulses. Each pulse of energy lasts about 0.00000157 seconds (1.57×10-6), with a 0.00099843-second (998.43×10-6) “listening period” in between.

The transmitted radio waves move through the atmosphere at about the speed of light.  By knowing the direction the antenna is pointed, and timing of returned energy, the location of the target can be determined. Generally, the better the target is at reflecting radio waves (i.e., more raindrops, larger hailstones, etc.), the stronger the reflected radio waves, or echo, will be.  This is because the energy reflected is proportional to the target diameters to the sixth power.  The radar antenna is 28 feet wide and contained within a fiberglass radome to protect it from the weather.  The antenna is mounted on a tower to limit interference of near ground obstructions (Figure 2).  Every five minutes or so, the radar conducts a volume scan, rotating up to 19.5 degrees above the horizon, and providing a “snapshot” of echo intensity and location.  Radar cannot see above 19.5 degrees which might not even see a storm very close to the radar site. The area not sampled above the radar is called the “cone of silence” (Figure 3).  Also, radar does not sample below 0.5 degrees to minimize ground interference and radiating people.

The radar antenna samples the returned energy at some height above the ground.  Also, radar resolution decreases with increasing distance as the radar beam widens and rises above the ground; the latter occurs due to the curvature of the earth.   Just because radar might detect hail aloft, does not necessarily mean it will fall directly below at the ground.  This is because winds aloft can blow hailstones downstream.  Also, hail melts as it falls into increasingly warmer air.  So, the depth of the warm air is important.

Received radar energy goes through electronic processing where computer algorithms dissect the data so that it can be displayed. Three-dimensional information is placed into color-coded bins on a two-dimensional map of the area.  Figure 4 shows a display of radar reflectivity.  Green colors indicate light precipitation, yellow moderate precipitation, and red intense precipitation.  Darker red and purple colors indicate a high probability of hail at that altitude.  Sometimes, a false echo or spike is found emanating from a radar echo which also indicates the presence of hail. Super Resolution data provides base radar reflectivity at 0.5 degree azimuth by 250 m range gate, which is much larger than a building roof.  Figure 5 shows a close-up view of base reflectivity showing the size of a radar bin that was 15 miles from the radar.  The size of the radar bin was much larger than that of a house.  Thus, radar cannot sense hail at a point.

In the past few years, NWS radars have upgraded to dual polarization (Dual-Pol) technology.  Such radars send out horizontal and vertical pulses of energies which provide more information about precipitation type.  Rain typically falls like flat plates (not the typical drop shape that kids draw) while hail is generally rounded (roughly spherical).  Thus dual-pol radars can better distinguish rain from hail, but the resolution is still not fine enough to distinguish the sizes of individual hailstones .  This improvement still has the same limitations as single-wave radars.  Despite these limitations, weather radar is a valuable tool used in the prediction of hail.  But, a prediction is not a verified result. Radar cannot tell the specific size(s), quantity, direction(s), or hardness, of hailstones at a particular address, or whether the hail actually caused any damage to roofing or other exterior building components. Verification requires ground truth and Haag experts routinely perform such site specific inspections. Since the purpose of site inspections is to determine the extent and severity of damage to building materials, and not simply to determine the whether hail fell or the size of hail, radar data will not replace the need to have well-trained inspectors make evaluations.

Fig. 1
National Doppler Radar Site locations.  (Sept. 8, 2015).  [Map illustration of the NWS Radar Sites].  National Doppler Radar Sites.  Retrieved from http://radar.weather.gov/.
Fig. 2
NEXRAD Doppler Site Image.  (Sept. 8, 2015).  [Doppler radar site at sunset.]  Retrieved from http://www.noaanews.noaa.gov/stories2013/images/WSR-88D_Tower.jpg .
Fig. 3
Radar Limitations.  (Sept. 8, 2015).  [Graphic showing radar beam characteristics.] Cone of Silence. Retrieved from http://www.srh.noaa.gov/jetstream/doppler/radarfaq.htm .
Fig. 4 
Hail Storm, Memphis, TN, 02/06/2008.  (Sept. 8, 2015).  [Doppler Radar image showing a storm moving over Memphis on 02/06/2008.]  Available online at  http://www.roc.noaa.gov/WSR88D/About.aspx .
Fig. 5 
NEXRAD Image, Dallas, TX, 05/25/2011.  (Nov. 2, 2015).  [Doppler Radar image showing a house point on radar.]  Available online at  http://www.roc.noaa.gov/WSR88D/About.aspx .

By Tim Marshall, P.E., Meteorologist, Haag Principal Engineer

Tim Marshall is a structural engineer and meteorologist.  He has served as a Haag Engineer since 1983, assessing damage to 1000s of structures (particularly damage caused by wind and other weather phenomena). He has written numerous articles, presented countless lectures, and appeared on dozens of television programs in order to share his extensive knowledge re: storms and the resultant damage.  He is a primary author of many Haag Education materials, including the Haag Certified Inspector-Wind Damage course. He is also a pioneering storm chaser and was editor of Storm Track magazine.

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Any opinions expressed herein are those of the author(s) and do not necessarily reflect those of Haag Technical Services, Haag Engineering Co., Haag Education, or parent company, Haag Global, Inc.