Building Survey

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    Building SurveyBE 3102

    Building Surveying

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    B.Sc. (Hons) in Facilities Management and

    Quantity Surveying

    Group 3

    Athurugiriya R.M. 092660 T

    Asmone A.S. 092404N

    Madusanka H.G.V. 092459 KSamarakoon S.B.R.G.K. 092660 T

    Suganya T. 092445 N

    Thileepan T. 092693 V

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    Introduction

    Land and the building has always been a valuable

    commodity

    The survey and the assessments of the buildings, which

    combine the diagnosis of defects in

    Structure

    Fabric

    Services

    Forecasting of how such problems might develop in thefuture

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    The Building

    StAnthonys Building

    Current Occupier - Nor Lanka Pvt. Ltd.

    Situated on the west side of the Negombo-Colombo

    main road, Wattala

    The building has been constructed in later part of 2009

    Comprises a three-storey building with a basement and

    a rooftop available for expansion

    Each floor is of 6500 square feet of usable floor area

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    Construction details

    Exterior walls are of solid 225mm concrete-block

    construction, having been rendered with cement plaster

    and painted, and having the front elevation of Aluminium

    wall cladding

    Internal walls - Non-load bearing block walls and gypsum

    plaster board partitions

    Main lobby floor covering is 4 by 4 granite tiling

    Sample room floor covering is wooden panels

    Common walk way areas and bathrooms are of 2 by 2

    ceramic floor tiling where as the office areas are

    carpeted

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    Construction cont.

    Building foundation is of combined pad foundation type.

    The roof is a concrete flat room with provisions of

    columns to future vertical expansion

    All doors are electronically lockable The emergency fire exit staircase is of 1m width.

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    Foundation condition

    Condition of foundation was not assessed due to the

    lack of available exposed foundations at the premises.

    Symptoms of serious defect in the foundations were not

    directly visible

    Foundation failure can be predicted by nature of cracks

    in walls and slabs

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    Wall and structure condition

    Walls were mostly tested for dampness and cracks

    Damp spots

    Severe damp spots were found in the basement

    Damp spots found in ground floor fabric laboratorywall adjacent to the washroom

    Damp spots in stairway

    Cracks

    There were cracks in all sizes and types(horizontal, vertical and diagonal) all throughout

    the building

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    Roof condition

    The roof of the building is of flat nature

    Improper maintenance of the roof space led to the

    stagnation of water on top of the roof

    Roof top is not properly waterproofed, therefore waterseeping through to the level below.

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    Floor condition

    Basement floor consists with slight floor cracks all

    throughout the car park area. Due to

    Loads and vibrations imposed by the regular

    vehicle traffic

    Inadequate compaction, and/ or any slight lateral

    settlement of the subsoil underneath the

    foundations.

    Skirting along partition walls were not properly fitting with

    the floor, and cracks have occurred between the joints

    The poor quality of the timber panels used which are

    degrading

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    General matters

    Other general issues persisted throughout the building

    were;

    the dampness in the ceilings,

    damaged ceilings and slabs, and water leaks in water distribution lines and AC

    condensed water drain lines

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    Services

    Available building services - Electrical distribution,

    lighting system, fire safety system, AC system and water

    distribution and drainage system.

    Visually inspected the high voltage and low voltage

    power panels

    An adequate fire detection and protection system has

    been incorporated in this building

    In second floor fire hose reel water piping was damaged

    due to negligence

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    Proposed remedial actions

    Conduct test for dampness/ damp proofing with chemical

    treatments or paints

    Grouting and re-pointing wall cracks

    Fixing proper rain water gutters Repair the damaged plastering

    Replace the damaged ceiling sheets

    Re-decorating internally and externally

    Water proofing paint or bitumen treatment for the rooftop Remove unnecessary projection of steel bars

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    Remedies cont.

    Consider refurbishing the A/C system

    Re construct the existing suspended timber floor

    Expanding the drainage system

    Servicing the electricity distribution system beforeoccupying

    Repair the electrical wiring system and damaged

    equipments

    Considering about other services; generators, firefighting system, water distribution system etc

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    Conclusions

    Building surveying covers a broad spectrum of work

    The survey report is a valuable tool for potential

    investors

    Professional judgement

    The building has several issues with its faade and

    general areas, but nothing severe as to depict a

    structural failure Cost of remedial action for these issues are not a

    substantial amount put against the cost of building

    acquisition

    It was proposed to Mr. A. Gunawardena to purchase thebuilding as the professional judgment

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    References

    Ian McCall TD, FRICS, Pre-purchase building survey

    reports. [Online] Available at:

    [Accessed 1st June

    2012]Ransom, W.H., 1995. Building Failures: Diagnosis and

    Avoidance, 2nd ed., London: E & FN Spon.Staveley, H.S. and Glover, P.V., 1983. Surveying buildings.

    London: Butterworths.

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    Thank You