The Evolution of Buildings and Construction Forms - Coursework Example

THE EVOLUTION OF BUILDINGS AND CONSTRUCTION FORMS AUTHER’S NAME INSTITUTIONAL AFFILIATION DATE Introduction The building of Aerospace is located in the midst of Ryan Aeronautical Company. It’s in a 46- acre plot comprising of seventeen functional resources and thirty uneconomical assets. The building was contracted in 1950s and it serves a lot to Ryan Aeronautical Company due to its pivotal role as an aircraft factory. It boost of unique architectural features dating back to mid-century industrialization, mainly in the aviation field. It’s a rectangular, hollow interior aviation manufacturing building (Schmidt & Lyle, 2010). The building of Ty Crawshay can be traced back to early 1800s. It hosted the school of mines. It was reconstructed in phases to accommodate a dinning lounge, law court, ample study area, and restroom and reception bay. The building had to be re-designed to meet the modern art of the state standard required. It went through renovation to accommodate more students’ facilities. This was to include a three hundred and four seat lecture theater (premier construction, 2014). This essay also looks at the design of the hall of residence. It places more emphasis on key features of this Hall with much concentration on the five story timber frame structure. The building had to be reconstructed in the shortest time possible to house the student displaced during the fire tragedy. The Aerospace building The building is rectangular in shape, with a hollow interior aviation industry. It’s a two story floors constructed on a concrete slab and mounted on a concrete perimeter ground. It covers a floor of one hundred and fifty feet by three hundred feet. Its perimeter base supports two-inch-by 4-inch wood lining walls placed on the outside part. It also has a 5-inch-by- eight- inch log beam poles laid twelve feet to the next one. These are located in the interior so as to reinforce the walls. The beams also serve as a support to the arched iron top trusses. Every truss measures fifty feet in width, and arranged in groups of three to cover the building’s 150 foot perimeter width (Schmidt & Lyle, 2010). A two row of 5-inch squire iron beam supports the interior trusses, with one beam placed directly on the floor. According to Schmidt and Lyle (2010) work, these iron trusses supports a four-by-twelve –inch timber top joist surrounded in a plywood top. A rolled asphalt materials for roofing is used in constructing the building’s top. There also exist suspended gates on all sides of the elevator except the southern side (URS Corporation, 2009). The overall length of the building is 150 feet by three hundred feet on a concrete slab and perimeter foundation. In summary, the aerospace building has a timber frame walls that are starched in stucco at the ends. It contains “parapet walls above the west and east elevations” (Schmidt & Lyle, 2010). The doors of the building are placed on the east and west sides of the elevator. Each side is constructed with a sliding door measuring eighteen feet tall and a small eleven feet in height. The northern side has two eighteen feet rotating gates and three less in size personal entrance. The windows of the building are in rows of big, iron lined multi-panel and rectangular in shape. They lie around the circumference of the house just underneath the roofline (Grantham, 2000).The roofing was made of rolled asphalt materials. The conditions of the house materials are not in good condition due to damages on some windows and exposure to other factors. The New Halls of Residence The original building was burnt down in 1998. There was now an emergency to construct a new one within a short time possible to accommodate the rising demand of students. To reduce the total construction time, timber frames provided the best option. They save on time and give a sense of traditional outlook over time (Grantham, 2000).Timber frames also had more advantages such as having low environmental effect, easy to construct, cheap, and offered good sustainable credentials. Features of the house It was constructed on a concrete basement supporting five storeys. The construction team used interlinked wall panels to provide support to the basement. This also gave a platform to build more storeys and the process continued till the fifth floor. To give a strong stability, the walls and floors were designed in diaphragm shape (Grantham, 2000). This design had the advantage to resist strong wind transferred from cladding and to provide firm support to the top. As in the stone houses, brick or block work where they can support themselves, timer frames also provide same abilities. They give firm support to windows with the movement gaps located between them and cladding. In this house the kind of wood bay windows were extremely heavy and offset. This was in line with the required 106 agreement for reconstruction of the façade. The building of the house using these materials was almost impracticable as it required detailed cantilevered frame. So the engineers decided to support the heavy windows on top of the stone cladding. Any problem that would have occurred was countered with the cladding of the frames. Hence the frames were specially designed through detailed internal sill. They were also architrave on the surrounding using slippery joints to reduce unnecessary movement (Grantham, 2000). To protect it from another fire tragedy, the adjacent floors were constructed with double layer plasterboard. These boards composed of nineteen millimeter plank and 12.5 mm wood board fitted to all walls, also with an internal load supporting wall panels. The external walls were also guarded with the same qualities in which outer wall are composed of thirty minutes fire safety. Any other avenue for fire in places in the house was safeguarded with sixty minutes protection using plasterboard together with natural fiber fire stop within the openings. To add to these measures, the house was provided with L1-type system (premier magazine, 2014) To prevent the building from an imminent collapse, the wall panel on top of the rim beam helped in transfer of weight. With adequate horizontal and standing woods tied in the internal side gave much support even in the absence of rim beams. To speed up construction time local communities were given tender to provide insulation materials and other necessary assets required. The Ty Crawshay building The history of Ty Crawshay building can be traced back to as early as 1800s which hosted the school of mines. The school had to go under reconstruction to meet the modern state of the art three hundred and four lecture hall seat. The front view of the building was transformed into a spacious and well ventilated glass-fronted lobby place. This was to give a clear viewing area to the students and public at large (premier magazine, 2014) other structures were to be refurbished to bring continuous new and up to date multifunctional learning facilities. More support department was to be constructed with a flexible and open plan rooms for offices. The constructed block comprises of steel frames with cladding panels and the front area is completely glazed. The construction of the new building required proper assessment of the present building that can allowed removing of basic walls and instead using new steelwork beams and columns. In the interior the staircases or reception was rearranged. Loading assessment of the floor capacity had to be undertaken to better fit the new uses of the new building. The undertaken project met the basis of its comparison of the refurbished project of present building meeting the requirement of a civil and structural basic knowledge of structural constraints together with the form of building. Sampling basic aspects of the structure during the structural assessment as well as where possible clarification maybe of importance. The project had to be undertaken in an active university atmosphere and working closely with client bodies, the design panel and the contractors.The floor of the house was build on concrete frame exposing cemented soffits, five hundred millimeter raised basement and over four hundred square meters of sun panels. It has cool air ventilation from the rooftop. Reference Grantham, R. (2000). Five-storey timber-frame hall of residence a reconstruction case study. Watford: CRC. Premier construction magazine retrieved from http://premierconstructionnews.com/tag/university/page/2/ Schmidt, J., & Lyle, D. (2010), Lean integration: An integration factory approach to business agility. Boston, Mass.: Addison-Wesley. URS Corporation. (2009). Cultural Resources Assessment Report. 2701 North Harbor Drive Demolition Project Draft EIR (UPD #83356-EIR-713).April. Read More