Thursday, December 9, 2010

Final Write-up: The Evolution of McMansions to Sustainable Design

Residential Construction

Growing up in the 80's and 90's, I remember seeing houses get larger and larger by the year.  Some call it the era of the McMansions.  People were making money and building bigger.  There was one house in my neighborhood that had an indoor pool, tennis courts, an outdoor pond and guest house, lots of land and way too many bedrooms and bathrooms.  I can't imagine what it cost to keep the property up, including the landscaping which was a large undertaking.  And you ask how many people lived on this property?  Three.  However, as our economy is changing and jobs are less abundant, so are the larger houses.  People are worried about their position in the next economic downturn, especially after experiencing the stock market crash of March, 2008.   The "more is better" mentality is out, and smaller, more economical green homes are in.  Families can take advantage of every square foot of their home and see to it that every square foot has a purpose.  Using natural resources, such as sunlight, wind, and rain and converting these into energy is efficient, cost saving, and the future of building construction.

Today, instead of building an extra room for an office, people are doubling up an extra room as a guest room/home office.  Builders are building larger open rooms, giving the owner the effect of having more space.  The kitchen, dining room, and family room are all consolidated into one big open room, making the rooms and family more cohesive and interactive.  This takes away the formal dining room that sits in emptiness 90% of the time going unused.  Garages are being built behind our homes and front porches are extending around the front of the house to give the owner the perception of a more expansive living space in a smaller more economically sized house.

The neighborhoods are also effected by this downsizing.  Along with building smaller houses, the property is also getting smaller.  The neighborhoods are becoming more cohesive in that everyone will share a large park to make up for their small yard.  My sister and brother-in-law live in a neighborhood in Blacksburg, VA and have a smaller property than what they had before.  However, they pay a monthly fee to the neighborhood association who maintain property such as trails and parks in and around the neighborhood.  The median running down the middle of the neighborhood is open and has a nice gravel trail running down the center.  There are also two parks for kids to play in with slides, swings, and even a small soccer field.  Another interesting concept is an outdoor theater with seating made out of large boulders and a large tree cut in half.  The side of a large hill was cut out and makes for great acoustics.  It's a very comfortable and private place located in the woods surrounding the community.  The benefits of the above mentioned amenities is that they are available to everyone living in the community, they create a more cohesive and intertwined community, they are maintained by hired landscapers, and there is less acreage that the homeowner has to maintain.  The downside is the monthly fee paid to the community, but given that the owner is maintaining less property, chances are that you save money in the long run, so the benefits outweigh the costs.

Commercial Construction

Looking around at construction sites, current and completed, sustainability is becoming a more common theme.  From the ICTAS II building which we have thoroughly studied for Integrated Lab (BC 2064) to the Academic and Student Affairs Building, both have incorporated green construction and sustainable designs into the development and construction.  This is not only a trend, but it is the future of commercial building construction.  Virginia Tech is a University that professes "Invent The Future" and it is indeed looking into the future and setting the example for future practices in building construction.

The new Institute for Critical Technology and Applied Science II (ICTAS II) at Virginia Tech is following this trend by introducing bioretention, which is the process of filtering stormwater runoff using microbes in plants and soils to remove pollutants through a variety of physical, chemical, and biological processes http://www.smithgroup.com/?id=1343.
Artist's rendering of rain garden in front of ICTAS II.
 
The rainwater will be stored and filtered in cells  to a depth of six inches and in severe storms will discharge into spill ways.   The whole process can be viewed by students and faculty from the garden.

Much like the ICTAS II building, the Academic and Student Affairs Building will also incorporate a rain garden and a green roof.  I was unable to find information on the green roof itself, but after doing some research on green roofs earlier in the semester, the benefits include filtering out the pollutants in rainwater, reducing stormwater runoff, and the reduction of cooling loads on building by fifty to ninety percent.  With Blacksburg's climate this won't play as much as a factor as it would in a hot/dry climate such as Arizona, but is still cost efficient.  Evaporative cooling is the cooling of air through the evaporation of water.  Both simple and cost effective. 

Since Sustainable Design is new, the economical costs are greater than your average building with no "green" design because of the extra time spent in design/development and research, but the ecological benefits could far outweigh the economical costs in the long run.  Eventually sustainable design will be the norm and there will be more engineers, architects, and contractors with the know-how driving sustainable design price down.  The basic economics of supply and demand:  As the quantity desired by the buyers rises, the more firms specializing in sustainable design and supply will be offered in the market, thus increasing competition and driving the prices down.  This will be good in that the practice will be more common among builders.  The benefits of sustainable design include better air quality, better quality of life, and reduced health impacts.  Although the price is high now, in the long run the costs will disappear into a better quality of life.

Visitors and Undergraduate Admissions Center

The Visitors and Undergraduate Admissions Center is going sup next to The Inn at Virginia Tech.  It's a $10 million project and will accommodate the growing needs of visitors to the campus and university admission's office.  The building is sitting on a slab-on-grade, with structural steel framing members.  The interior walls are light gauge steel framing.  Below is a picture of a prefabricated interior wall section similar to that in Bishop-Favro Hall 230, which separates the classroom from the entryway and atrium.  Gypsum Wall Board panels will more than likely be placed in the middle with glass windows being installed on the top four cutouts.  

Interior Wall Section

Exterior Wall Cladding.

  
Workers installing precast concrete panels to exterior of building.

Sectional View of Precast Concrete Panel Cladding.  Stainless steel connection anchors have been embedded into the panels during manufacturing and are ready to be hoisted and anchored immediately to the structural steel member, concrete columns, and concrete slabs, or backup walls.
The backup wall for the precast concrete panels is an insulated, metal stud back-up wall assembly that is covered with a waterproofing membrane, such as rolled on tar.  The joints must prevent leakage from rain and also be able to withstand thermal expansion and structural movement, as discussed in class.  The PC panels will have no structural loads other than its own weight and the loads of wind and seismic activity. 

Sunday, December 5, 2010

Academic and Student Affairs Bldg (cont.)

I hope to continue a progress report on the Academic and Student Affairs Building, but this will be my last past for the BC2024 Fall class.  They are near completion of the front entrance retaining wall, which will be backfilled to street level.  Work is continuing on the foundation wall for the building's footprint and I noticed that today, concrete masonry units were delivered to the site. 

Something that I noticed along the the slab that the retaining wall sits on was a long open key hole formed out of the slab that was formed out between the vertical rebar for the wall.
Highlighted in red, which is difficult to see exactly what I'm explaining, but I'll include a sketch to give a better illustration.  Chapter 19, Concrete Construction, in the Building Construction, Principles, Materials, and Systems explains this as a relief joint because (a) it is difficult to match colors between two concrete placements, and (b) the top surface of the lower concrete may not be perfectly level, resulting in an irregular construction line, or it may be slightly out of plane with the adjacent concrete.  The latter (b) makes sense in this situation given that this will be backfilled, aesthetics do not apply.  This key will also give the concrete a good seat to set in when it is poured and the connection will be better than that of a flat connection.  Below the key joint is a horizontal dowel joint which will connect the existing slab to the newly poured slab.  Usually spacing for these joints is between 10-15 feet.

Upon further examination, I determined that this was a shear key that resists lateral forces such as earth and water pressures, wind, and earthquakes, ensuring wall stability.  Rebar is placed vertically on both sides of the shear key.  See illustration below.

http://www.concretees.com/people/bruce/pubs/C870620.pdf
 

Tuesday, November 23, 2010

Foundation Wall (Student Affairs Bldg)

Worker using the concrete washout (or lack thereof) after pouring the concrete foundation walls.  This could be a designated concrete washout pit, but what confuses me is the randomness of washing out next to 3 caisson holes that have been drilled (covered with boards).      

Beginning of foundation wall being formed and poured.  Notice the backhoe in the foreground digging a trench for a water main.    
On the floor plan (artist's rendering) located on VT's website (http://www.pdc.facilities.vt.edu/mediawiki/index.php/File:Acad_Stu_Afrs_Aug_09_Page_2.jpg), the area where they are currently forming up and pouring is the service area of the building and possibly part of the dining and circulation area.   

Storage of rebar that will be hoisted over by crane for the foundation wall (previous picture).


Foundation wall form work and finished pour.

New River Bank

House located to the left of Cabo Fish Taco on Main St.  No workers or contractors were located at the site during my visit.  Notice the "No Trespassing" sign on the left.

Rear of the house.  Notice the original concrete foundation wall, with the new addition of CMU's placed on top.  An opening is pictured here, giving me the idea that this may be construction for a basement addition. 

Formwork (snap ties).  Snap ties keep the formwork at a predetermined distance, while also reinforcing the concrete. 

Formwork for placement of concrete foundation wall.
Formwork for foundation wall.  As you can see the house has been jaceked up a good 4-5 feet.
Above is a picture of an old house on Main Street that has been jacked up above the existing foundation.  From the construction, it appears that a basement is being added, possible for more office space.  I was thinking since it is a bank, possibly a vault will be installed and reinforced in the basement of the house.  Also, attached are some pictures to give you a better picture of what is going on.

Friday, November 19, 2010

Antoni Gaudí

Antoni Gaudí, 25 June 1852 – 10 June 1926, was a famed architect from Spain who was known for his unique and highly individualistic designs.  I was reading a recent article in National Geographic and came across a piece on him and his work, one being the Sagrada Familia, which has been under construction since 1882.  Gaudi designed his architectural wonders after nature as described in National Geographic, "He understood that the natural world is rife with curved forms, not straight lines. And he noticed that natural construction tends to favor sinewy materials such as wood, muscle, and tendon. With these organic models in mind, Gaudí based his buildings on a simple premise: If nature is the work of God, and if architectural forms are derived from nature, then the best way to honor God is to design buildings based on his work"

His work stuck out to me because it was unorthodox and out of the box.  Rather than building large quantities of his work, he would rather devote his life to, literally, to few pieces, such as the Sagrada Familia.  Being unorthodox, it is so simplistic that it makes perfect sense.  It follows the laws of nature, which are the most sound designs and structures, while also being aesthetically pleasing and beautiful. 

This is a picture of one of the 18 towers, 12 for the 12 apostles, 4 for the 4 evangelists, one for Mary and one for Jesus.  Notice the lifelike structural tendons and the shear size (men hanging from ropes)
The Sagrada Familia is not supposed to be completed until 2026, a full 144 years after its construction started.  Above is a picture of this wonder.  See <http://ngm.nationalgeographic.com/2010/12/big-idea/gaudi-text>

Thursday, October 28, 2010

Green Roofs

After looking over the conceptual site plan drawing for the Academic and Student Affairs Building, I realized it was going to have a green roof.  Some of the benefits of green roofs include:
  • Reduce cooling loads on building by fifty to ninety percent.  With Blacksburg climate this won't play as much as a factor as it would in a hot/dry climate such as Arizona, but is still cost efficient.  Evaporative cooling is the cooling of air through the evaporation of water.  Both simple and cost effective.
  • Reduces storm water run off, using this water to irrigate the vegetation on the roof.
  •  LEED points and filtering of pollutants out of the rainwater.
Below is a picture of a building in Japan with a green roofs:

A terraced roof top overlooking Fukuoka's Tenjin Central Park in Japan.

Detailed look at the green terraces. 
"Effluent follows the drainage system of a natural mountain. The system used as a base entails rainwater from the top floor (13th floor) permeating into the soil and following water paths, before permeating through to the step gardens on lower floors, before reaching the ground level."http://www.treehugger.com/files/2008/07/green-roofs-fukuoka-japan.php

Friday, October 22, 2010

Raise the Roof

 On my way home from eating lunch in Downtown Blacksburg not long ago I glanced over in passing to see a house floating in the air, so I decided to turn around and check it out.  It was an older house, possibly built in the 1920-1940 time period (guess).  The foundation was made up of of approximately 12 concrete piers with dimensions that appeared to be 12"(l) x 12" (w) x 24" (h) which the house rested on (see picture below).

Located on Progress Street, downtown, behind the new Chipolte Restaurant



After being jacked up by locally owned Virginia House Movers, Inc. with hydraulic jacks placed under the floor joists and girders, large timbers were placed under for support (approximately 15).  This raised structure to an elevation to about 6-8 feet above ground.  The ground elevation in the rear of the house was lower than the front, so more timbers may have been used.  Placed on top of the timbers and under the floor joists are steel girders for carry the load to the structure from the floor joists to the timbers to the ground.  

This process has to be managed slowly and carefuly as to not damage the structural integrity of the existing structure.  Many hydraulic jacks have to be used, professionally, placed in strategic locations on load bearing points, and then lifted in sequence, slowly.  I did not see any damage or rotting occurring under the house, so I don't believe it was jacked up to do repairs.  There are many possibilities the homeowner has intended for this:  Repairs on joists/girders, adding a basement below grade (see code in Blacksburg), or even moving the house to a different location.  Judging by the sign, it appears that the latter will be occurring with this structure.  This is a common practice in Blacksburg.  I have personally seen 3 structures in the Downtown area that have been jacked up, one being the Alexander Black House, a Queen Anne Victorian architecture style located on Draper Road <http://www.blacksburg.va.us/Index.aspx?page=65>.  This site will give you a historic overview of the house and a time lapse video of the move.  The Alexander Black House was originally located where the Kent Square Parking Garage is now.

                                               

Wednesday, October 13, 2010

Wood Forming System for Retaining Wall

A wood forming system is being erected here by workers.  It is a labor intensive process and this wall took close to a week to erect.  Each tie has to be individually placed along with the vertical and horizontal forming lumber.  The vertical studs and sheathing are placed first.  Then the horizontal wales that will hold the snap ties are placed.  You can see the individual tie holders (wedges) being nailed to the wales by the workers.  This is explained in detail in the bottom picture.  Also, support members have been placed at an angle to keep the formwork structurally sound and the workers safe.  These ties maintain a predetermined space in relation to opposing forms. 

Finished wall and "catwalk" for workers to pour the concrete down into the formwork, via boom or bucket.  I believe a concrete bucked hoisted by crane was used on this wall to place the concrete.  The conceptual drawings of the front of the building show this area being back-filled and the entrance being at the same elevation as that of McBryde and Holden Hall.  However, the backside of the the Academic and Student Affairs building will be at a lower elevation, similar to that of the ICTAS I building seen in this picture. 
Snap Tie detail drawing.  Note that the formwork is made from plywood and dimension lumber.  The entire assembly is fastened together with removable clamps.  Form ties between opposite plywood panels separate them and hold them against the pressure of wet concrete.

Monday, October 4, 2010

Academic and Student Affairs Building

After excavation of the southern side of the site, the hill was covered with tyvek or similar material to combat erosion and keep the hill intact while the retaining wall is formed at placed.  Below are pictures of the southern side.   

Workers placing formwork.  Most, if not all the caisson holes have been drilled and prepped.  Notice the hill covered with tyvek as discussed earlier.  Column rebar is being spliced into the caisson piers (top of picture).

Workers splicing column rebar into the piers/caissons that have been drilled. 

Caisson/Pier formwork

Rain, mud, and other debris will get into the drilled hole for the piers.  Pictured above are workers mucking out the hole with a shovel and air hose.  Notice the safety caps so the workers won't get impaled. 

Slab has been poured for the southernmost retaining wall.  Columns have been spliced/tied into the caissons and safety caps have been placed on all rebar.

Continued forming of slab formwork and working mucking out the caisson hole with shovel and airhose. 

Monday, September 20, 2010

About Me

I am currently an undergraduate in Building Construction at Virginia Tech.  I grew up in Bluefield, WV and after graduating high school, I attended Virginia Tech for three years before I decided I wasn't ready for college.  I attended college more because it was the social standard rather than it was something that I really wanted to do and I will tell you the truth, I enjoyed the social aspects of it immensely.  After three years, I decided to join the Army, which was one of the best decisions I've ever made.   

After three months of basic training in Fort Jackson, SC, I attended Advanced Individual Training in Fort Belvoir, VA where I studied Geospatial Engineering for 22 weeks.  After AIT, I decided that I wanted to jump out of perfectly good airplanes and attended Jump School down in Fort Benning, GA for the next four weeks.  It was here where I overcame my fear of heights and started pushing my body to limits that I didn't think I was capable of. 

After graduating from Jump School, I was assigned to the 82nd Airborne Division located in Fort Bragg, NC.  I was then assigned to 3rd Brigade Combat Team and stayed with 3BCT for the next four years, which included two tours and a total of 27 months in Iraq. 

My favorite experience while in the Army (and most excruciatingly painful) was volunteering for Special Forces Assessment and Selection (SFAS) which is an intense two week initial test to become a member of the Army's Special Forces community.  I can not speak much about the specifics of the training, but I will tell you that they take your body and mind to the limit.  We received on average 2 and 1/2 hours of sleep per night and were given three Meals Ready to Eat (MRE) per day.  The kick was that we had 15 minutes to eat them, where you have to run 5 minutes to the eating area, open up your MRE and choke down what you can in 5 minutes, and use the other 5 minutes to get back to formation.  It was the culmination of things such as simply eating a meal and sleep deprivation that beat your body down after a couple of days.  That combined with the physical training that lasted upwards of 20 hours per day took a toll on your mind and body.  It was a humbling experience to be stripped of everything you have - your confidence, your energy, your stamina, your sleep, your food, your everything. There's a simplistic beauty to have absolutely nothing and nowhere to go but up - strangely enough I felt empowerment.  And to see where you can take yourself from having absolutely nothing in the middle of nowhere and work together with a team of soldiers to accomplish something bigger than you was the best experience of my life.  What I learned at Camp Mackall over those 14 days I used for the rest of my Army career and continue to use now.  And you ask what the outcome was:  On day 13, I couldn't walk with equipment on my back and what I volunteered for, I had to make a choice to voluntarily withdrawal from due to a left shoulder/back injury.  Maybe I'll go back someday.      

After five years in the Army, I decided that I was ready to move on and attend college because it was something that I wanted to do, not because everyone else was doing it.  I returned from Iraq in November, 2009 and started life back at Virginia Tech as a Student in January, 2010 and here I am. 

Saturday, September 11, 2010

Academic and Student Affairs Building (cont.)

 Southernmost formwork and concrete placement of the southernmost retaining wall is ongoing.  

Slab on grade with #4 rebar.  Notice the horizontal keyholes for between the vertical rebar to help the newly poured retaining wall bond better to the slab.  Also, horizontal dowels are placed at every construction joint on the slab-on-grade.  These are usually spaced every 10-15 meters.

Picture of a crane (appears to be 50-ton) that is owned and operated by Commercial Steel Erection (CSE) based out of Roanoke, VA.  CSE is a subcontractor hired to rig and erect the steel structures on site (http://www.cseonline.net/index.php).  Many cranes have been used on site, each for different uses, including a larger crawler crane that is capable of lifting larger structural steel members such as the caissons.  This crane is being used to erect and place the vertical members of the southernmost retaining wall.  

Workers placing formwork.  Pictured here are tiebacks


Friday, September 10, 2010

901 Kent Drive (Residential)

I have been following this single family home since the Summer II session and the house is nearing completion.  Tyvek house wrap has been installed around the home and masons are laying the brick veneer.  All mechanical and electrical systems have been installed.  This house has taken approximately three months to complete - the foundation was laid in mid July.    

Vaulted Ceiling in Master Bedroom (2nd floor, left side of house).  Electrical and Mechanical systems have been installed and house is ready for Gypsum Wallboard to be installed. 
Masons laying brick veneer on the front side of the house.  Bricks were delivered on site days in advance.  Masonry saw located on site to cut brick. 

Brick Veneer awaiting the masons to lay on the back side of the house.  Worker had a tool that would pick up multiple bricks at a time to carry over.  "Backbreaking" work and I'm sure they will also use the telescopic lift to get the bricks up onto the scaffolding to the second floor and above.

New Student Affairs Building

I am following the new Student Affairs Building located on the west side of the ICTAS I building.  This $45 million project will be finished in Spring 2012 and include two floors of dining and one floor of classrooms and space for the Services for Students with Disabilities office.  The construction began with the excavation of the the South side of the site, after which drilling for caissons started.  Caissons holes are being drilled down to the bedrock to support the structural load of the new Academic and Student Affairs Building.  These caissons are deep foundation supports that are constructed by placing fresh concrete and reinforcing steel in to a drilled shaft.  These piles are cast in holes of pre-determined diameters and depths drilled through soil and rock.  Portable drill rigs have been transported to the site.  Soil augers, equipped with a cutting edge, cuts into the soil.   Steel cases on site are used to support drilled holes when unstable conditions are encountered.  Also, after these holes have been drilled, any material, debris, or water has to be cleaned out before the concrete is placed to ensure structural integrity.  On a recent site visit, a worker was blowing debris out of the hole with an air hose after mucking out mud and water. 
Safety cage around hole that has been drilled with an auger.  Notice the auger in the lower right hand corner.  Also, the prefabricated steel caisson has been placed down in the hole and is ready to be filled with concrete.  Another safety concern would be the tips of the rebar sticking out and if someone were to fall in the hole, they would be impaled by the rebar.  In order to avoid this from happening, rebar safety caps are placed on top of the rebar.

Pre-fabricated reinforced steel caissons arrive on site and are staged for placement with crane.

Safety cage with caution tape around the drilled caisson hole.  There are numerous holes on site and to avoid any accident, especially with all of the activity on site, all holes have been properly designated with safety cages and caution tap.

In-loader and drilling rig (crawler).

Workers preparing the caissons to be hoisted by crane.

Pre-fabricated Caissons.

Site Entrance (north side)