Development plan of Tartaria West Elementary School, Silang, Cavite / by Regina Mae T. Sandoval and Aimie G. Tadifa.

Design Project (Bachelor of Science in Civil Engineering) Cavite State University

Includes bibliographical references.

College of Engineering and Information Technology (CEIT)

SANDOVAL, REGINA MAE T. and TADIFA, AIMIE G. Development plan of Tartaria West Elementary School, Silang, Cavite. Undergraduate Design Project. Bachelor of Science in Civil Engineering. Cavite State University. Indang, Cavite. May 2017. Adviser: Engr. Marcelino A. Dagasdas Jr.

The development plan of Tartaria West Elementary School, Silang, Cavite was conducted from August 2016 to March 2017 at Cavite State University — Main Campus.

The objective of the study was to prepare a physical development plan and to design a five-storey school building to address the need of classrooms of Tartaria West Elementary, Silang, Cavite. The lot allotted for the school has an area of 1314.98 square meters and the proposed building has an area of 351.50 square meters. The development plan is composed of a five-storey school building. The study included the architectural plan and structural plan and structural details of the proposed building. It also included the layout of plumbing and electrical in the proposed five-storey building.

Based on the design and computation the design of the tie beam has a 250 mm by 150mm section. The reinforcements used are 6-16 mm @ bars. The stirrups used were 10 mm @ steel bar spaced | at 50mm and rest at 150mm on center. In beam 1 section 300 mm by 450 mm and 28 mm @ main reinforcing bars was used. The stirrups used were 10 mm @ steel bar spaced | at 50 and rest at 175 mm on center. In designing the roof beam section 400mm by 250 mm and 25 mm @ main reinforcing bars was used. The stirrups used were 10mm @ steel bar spaced 1 at 50mm and rest at 150 on center. In designing column dimensions obtained were 400 mm x 400 mm. Column | were reinforced with 12-20 mm® bars with 10 mm @ lateral ties spaced | at 50 mm and the rest at 200 on center. Column 2 has a dimension of 300 mm x 300 mm. Column 2 were reinforced with 8-16 mm @bars with 10 mm @ lateral ties spaced | at 50 mm and rest at 175 on center. In footing design the dimension of 3 m x 3 m with total depth of 425 mm was used. Footing 2 has a dimension of 1.4 m x 1.4 m with a total depth of 200 mm. Combined Footing has a dimension of 3.6 m x 0.8 m with total depth of 450 mm and reinforcement of 3-25 mm @ bar on both ways for support | and 4-25 mm @ on both ways for support 2 and 4-25 mm @ on the top.

The estimated total project cost of the proposed building is PhP 24, 326, 504.00. The engineering software STAAD (Structural Aided Analysis and Design) was used in the analysis of building frame. The guidelines set by the National Structural Code of the Philippines (NSCP) and American Concrete Institute (ACI) were followed in the design computation. The maximum moment, shear and axial loads were the basis for the design.

All needed specifications were followed in the design process. Detailed analysis of the design was proven safe and economical after the manual computation of the design.

Based on the result of the study, the authors recommend conducting soil boring test to aid all design computations. The researchers also recommend the following to be able to accomplish the site development plan of the campus. First, construction of kiosk to avoid the hallway to being crowded with students. Second, the landscaping of the area in order to improve the aesthetic appearance of the site so that it could be more pleasing to the visitors.

It is recommended that this design project be used for its future implementation and serve as reference for future researchers of structural design project and development plan.

Submitted copy to the University Library. 11/13/2017 DP-565