Webinar : New! Web-based Conditions Data Project Reports with TPAS

Date: January 23, 2012
Time: 12:00 – 1:00 EST

Join us for a demonstration of the new web-based reporting feature of TPAS – the tablet PC annotation system that let you enter data directly in AutoCAD drawings in the field.

Web-based TPAS reports allow you to interactively search, view and format your field-captured data and photographs within an internet browser. You will be able to create, edit and print reports from the browser without opening AutoCAD. The new TPAS report portal will summarize and aggregate data to allow all project stake holders to communicate more efficiently about site observations. Once the data is brought into the portal you can create printable web and pdf reports to easily share information with others. Ultimately, this will reduce the time and resources your project team spends on reporting tasks for complex, data-driven projects.

Applications are as limitless as the reporting needs for your architecture, engineering or construction project, ranging from ASI and RFI reports to memos documenting hazardous condition or high priority items.

Register for our free webinar to see how TPAS can work for you with this live demo and Q+A forum.

After registering you will receive a confirmation email with information about how to login to the webinar. Hope you are able to make it!

Read more about TPAS

ANSI Z359 November 2011 meeting

Eighty fall protection professionals representing the fall protection industry throughout the US and Canada gathered in Boulder, Colorado over three days in November to continue moving forward the Z359 fall protection code from the American National Standards Institute (ANSI). Kelly Streeter travels out to this meeting twice a year to take part in this consensus standard writing process. Vertical Access originally became involved in order to be an active subcommittee member of the Z359.8 group: Safety Requirements for Suspended Rope Systems.  Chaired by Loui McCurley, representing the Society of Rope Access Technicians (SPRAT), the document is nearly ready to go to the full committee for ballot.

For the past year, Kelly has been the chairperson along with co-chair Steve Hudson, from PMI, of the Z359.9 subcommittee which is tasked with creating the standard for Personal Equipment for Protection Against Falls – Descending Devices. This standard reaches far beyond the world of industrial rope access as we know it at Vertical Access and includes six different types of descenders including devices that are intended solely for rescue purposes. The benefit of these meetings is not only to work on the Fall Protection Code, but also to connect with fall protection professionals outside of the Industrial Rope Access industry.

Vertical Access Documents Toronto’s Heritage

In the heart of the Toronto financial district is 1 King Street West, a hotel and residential tower that exemplifies both Toronto’s architectural heritage as well as the city’s more recent building boom.  The current building on the eastern portion of the site was built in 1914 as the headquarters of The Dominion Bank.  The 14-story masonry building has a granite base and terra cotta at the upper floors, with neo-classical ornament fitting for a bank building of the period.  In 2005, a 51-story residential tower was appended to the historic building, making it one of the tallest residential buildings in Toronto.

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Continue reading Vertical Access Documents Toronto’s Heritage

RESTORE offers 2011-2012 Masonry Conservation Course

Here’s some information that we’d like to pass along from a colleague in our community of conservators, architects, and engineers …

Registration is now open for Masonry Conservation 2011-2012, a two-semester program of classes, labs, and field workshops designed to equip participants with the knowledge and skills needed to handle complex preservation and maintenance issues encountered in the field.  Classes start NOVEMBER 15, 2011.

This is the 35th year that RESTORE  has been offering training in the technology of architectural conservation with their team of nationally and internationally renowned faculty.   Tuesday evening classes are held in New York City and are approved by the Professional Development Committee of the AIA. Graduates will receive 50 AIA continuing education learning units, 14 of which qualify for AIA Health, Safety, Welfare credit. Participants include a diverse cross-section of building design professionals, craftworkers, contractors, cultural resource and facilities managers, architectural conservators and preservationists.


Webinar October 4: On-Site Digital Information Capture into AutoCad

The efficient collection of conditions data on-site is critical during the early stages of a project. Decisions made about treatments are made based on the these initial evaluations and observations and they must be reliable and in a compatible format that is usable by the entire team of design professionals and project stakeholders.

Vertical Access has developed a sophisticated method of collecting this data called TPAS (Tablet PC Annotation System). TPAS uses AutoCAD functions and formats you probably already know. It’s loaded into a ruggedized tablet PC linked to a digital camera along with project drawings. TPAS lets you experience total digital inter-connectivity on site by entering graphical and numerical data, photographs and notes directly into your existing files.

TPAS enables you to…

* Use standard and customizable block libraries and attributes to create customized documentation of conditions

* Gain maximum insight into conditions on-site, digitally

* Differentiate your service

* Establish or maintain client relationships by providing higher quality, value-added reports

Register for our free webinar to see how TPAS can work for you with this live demo and Q+A forum. After registering you will receive a confirmation email with information about how to login to the webinar. Hope you are able to make it!

DATE: Tuesday, October 4, 2011

TIME: 10:00 AM – 11:00 AM EDT

The Occoquan Dam

VA was retained by Olson Engineering to assist with non-destructive testing (NDT) at the Occoquan Dam in Fairfax County, Virginia.  The purpose of the project was to perform an investigation of the dam’s North abutment (side spillway) using Ground-Penetrating Radar (GPR) to determine the rebar size and spacing in this portion of the dam.

[slideshow]The team accessed the Dam by pontoon boat, reaching the upstream shell of the dam, where we tied off the boat and staged equipment.  Keith and Kevin proceeded to install several temporary anchors into the vertical surfaces of the north abutment so that we could descend safely to the various work areas on the spillway.

We were eating our lunches on the first day of work when the boat began to shake and rattle and bubbles came up from the bottom of the water.  We all looked around trying to figure out who was jumping up and down on the boat.  It took about a minute for us to get the report from Fairfax Water that the shaking had been an earthquake.  Those standing on the dam didn’t feel a thing, continuing cell phone conversations like nothing had happened while the rest of us looked around, confused.

After the earthquake commotion died down, we continued to guide the GPR antenna down the dam on a 2.5′ grid, carefully guiding the equipment on the slippery sloped concrete surface.  The antenna was connected to a data acquisition computer which was controlled at a flat area of the dam by Larry Olson and Aaron Homer from Olson Engineering.

Documenting Movement Over Time

As part of our work investigating buildings and structures, Vertical Access documents existing conditions and collects data about a specific moment in time. In most of our surveys, when we collect information about condition quantities, such as crack width and amount of displacement, it is a snapshot of the current condition. In some cases, it is important to document changes over time. When this is the case, instrumental monitoring can be incorporated into the investigation.

Wire crack gauges installed at plaster ceiling and plaster truss

One type of instrumental monitoring employs electronic gauges that collect and record data in real time. An example of a project where electronic monitoring has been employed is Marble Collegiate Church in New York City. In 2009, a study was conducted of the roof system and plaster ceiling in the sanctuary of the church. The design team for the project was led by Helpern Architects and included Robert Silman Associates and Vertical Access. Following a survey of the ceiling and development of repair documents, RSA and VA worked together to design a monitoring program to record movement at representative areas of the plaster ceiling, masonry walls and wood roof trusses.

Vibra-Tech was engaged to implement the system, which included vibrating wire crack gauges at the ceiling, vibrating wire strain gauges at the roof trusses and temperature and relative humidity sensors. These crack gauges were installed in February 2011, several months before the planned start of the roof repair and plaster conservation work, to measure and report crack displacement of existing cracks in the sanctuary ceiling, strain on the steel tie rods of the existing roof truss system in the church attic, and temperature and relative humidity in both the attic and sanctuary. Data from the gauges is transmitted continuously to a data center in the church. The real time data is available to the project team on a web site. There are also automatic notifications via email or text messages to the project team when movement thresholds are exceeded.

Wire crack gauges installed at plaster ceiling

Another type of monitoring uses crack gauges that must be physically examined to record the data. This more traditional system of monitoring employs crack gauges with sliding plates installed on either side of a crack. One plate has a grid and the other has crosshairs so that any future movement at the crack can be compared to the initial reading. Typically, the crack gauges are affixed to masonry or the other substrate using epoxy. One of the drawbacks of this system of monitoring is that it relies on visually checking each monitor to know whether there has been any movement or not. However, in cases where the purpose of the monitoring is to document any change that may be associated with a known event, this is a reasonable protocol.