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    Project: 4 Storey Commercial and Residential Bldg. Subject: Specification

    Uploaded by

    KURO
    This document outlines the specifications for a 4-storey commercial and residential building project. It includes 17 divisions that specify requirements for general construction, concrete, masonry, carpentry, woods and plastics, doors and windows, finishes, electrical, plumbing, and other elements. Concrete must meet ASTM standards, and masonry units shall be laid in running bond. Electrical wiring will be installed in PVC or Moldex conduits. The plumbing system will include all fixtures and connection of the building sewer to a septic tank.

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    Project: 4 Storey Commercial and Residential Bldg. Subject: Specification

    Uploaded by

    KURO
    237 views5 pages
    This document outlines the specifications for a 4-storey commercial and residential building project. It includes 17 divisions that specify requirements for general construction, concrete, masonry, carpentry, woods and plastics, doors and windows, finishes, electrical, plumbing, and other elements. Concrete must meet ASTM standards, and masonry units shall be laid in running bond. Electrical wiring will be installed in PVC or Moldex conduits. The plumbing system will include all fixtures and connection of the building sewer to a septic tank.

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    Original Title

    BUILDING SPECIFICATIONS

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    This document outlines the specifications for a 4-storey commercial and residential building project. It includes 17 divisions that specify requirements for general construction, concrete, masonry, carpentry, woods and plastics, doors and windows, finishes, electrical, plumbing, and other elements. Concrete must meet ASTM standards, and masonry units shall be laid in running bond. Electrical wiring will be installed in PVC or Moldex conduits. The plumbing system will include all fixtures and connection of the building sewer to a septic tank.

    Copyright:

    © All Rights Reserved
    Download as DOCX, PDF, TXT or read online from Scribd
    Download as docx, pdf, or txt
    237 views5 pages

    Project: 4 Storey Commercial and Residential Bldg. Subject: Specification

    Uploaded by

    KURO
    This document outlines the specifications for a 4-storey commercial and residential building project. It includes 17 divisions that specify requirements for general construction, concrete, masonry, carpentry, woods and plastics, doors and windows, finishes, electrical, plumbing, and other elements. Concrete must meet ASTM standards, and masonry units shall be laid in running bond. Electrical wiring will be installed in PVC or Moldex conduits. The plumbing system will include all fixtures and connection of the building sewer to a septic tank.

    Copyright:

    © All Rights Reserved
    Download as DOCX, PDF, TXT or read online from Scribd
    Download as docx, pdf, or txt
    of 5

    PROJECT: 4 STOREY COMMERCIAL AND RESIDENTIAL BLDG.

    SUBJECT: SPECIFICATION

    DIVISION 1: GENERAL REQUIREMENTS

    1.1 GENERAL CLAUSE


    1.1.1 The work to be executed under this contract shall include furnishing of all the materials,
    labour, equipment and the construction of the building complete in accordance with the
    drawings as specified hereinafter.
    1.1.2 The “General Conditions, UAP DOCUMENT 301”, not in conflict and or not covered by
    specific provisions hereby made a part of this specifications to the same extent as if
    herein written out in full.
    1.1.3 All construction permits and licenses necessary for the execution of the work of any
    temporary work and easements in relation thereto shall be secured and the corresponding
    required fees paid for by the owner.
    1.1.4 The drawings which accompany this specification are deemed a part thereof. Anything
    shown on the drawings but not mentioned on the specification or anything not expressly
    set forth in either but which is reasonably implied shall be furnished as though
    specifically shown and mentioned both. `
    DIVISION 3: CONCRETE

    3.1 The concrete work shall be coordinated with the work of other trades to allow reasonable
    time to set sleeves, inserts and other accessories which must be in position before concrete
    bases and pads of mechanical equipment shall be placed to comply with approved shop
    drawings for the equipment.

    3.1.1 The contractor shall be responsible for any additional cost which may result from concrete
    surfaces which are not finished to the required profile or elevation.

    3.1.2 PORTLAND CEMENT

    a. Portland cement shall conform to the requirements of American Society for


    Testing Materials C-150 type for normal Portland cement; Type III for High Early
    Strength Portland Cement.
    b. Cement shall be any standard commercial brand in 40 kg. /bag such as: Filipinas,
    Union, Republic, Apo, or other locally available equivalent.
    c. Cement shall be stored in such manner as to prevent their deterioration or the
    intrusion of foreign matter. It shall be immediately upon arrival on the site of
    work, in substantial waterproof bodegas, with floor raised from the ground
    sufficiently high to be free from dampness.

    3.1.3 Water in mixing concrete shall be clean and free from injurious amount of oils, acids,
    alkali, organic materials or other deleterious substances.

    3.1.4 AGGREGATES
    d. Fine aggregates shall be clean, hard, coarse river sand or crushed sand free from
    injurious amount of clay loam and vegetable matter and shall conform to ASTM
    C-33 or C-30.
    e. Coarse aggregate shall be river run gravel or broken stones. The maximum size
    shall be 1/5 of the nearest dimension between sides of forms of the concrete, or ¾
    of the minimum clear spacing between reinforcing bars, or between re-bars and
    forms whichever is smaller.
    f. Aggregates shall be stored in such manner as to avoid the inclusion of foreign
    materials.
    3.1.5 All load-bearing concrete works shall be of class A type and all non-load bearing
    concrete works shall be of either class B or class C type.

    DIVISION 4: MASONRY

    4.1.1 Horizontal reinforcement shall be placed every third course of masonry


    unit while vertical reinforcements shall be spaced at 337 on centre.

    4.1.2 All units shall be laid in running bond and shall not be wetted before laying. Full mortar
    bedding shall be used in laying the starting course of CHB on the foundation.

    4.1.3 Scratch coat and finish coat shall be applied. The finish coat shall be applied after the
    scratch coat had attained initial setting.

    DIVISION 5: CARPENTRY

    5.1.1 All framing lumber shall be of rough dimension. All exposed wood work shall be well
    sand papered and smoothly dressed.

    5.1.2 All lumber used on doors, cabinets, closets and all wood work shall be kiln dried.

    DIVISION 6: WOODS AND PLASTICS

    DIVISION 7: THERMAL AND MOISTURE PROTECTION

    DIVISION 8: DOORS AND WINDOWS

    8.1.1 All doors shall be flushed type 1-3/4 inches nominal thickness and 2.15 meters high.

    8.1.2 Doors of porch main entry, bedrooms, service area, toilet and bath shall all be single leaf
    solid core panel type. Use heavy duty metal hinges and high quality wood for door jambs.
    DIVISION 9: FINISHES

    9.1.1 Floor finishes on all bedrooms, living, dining, and kitchen be vinyl tiles. All floor slabs
    shall be straight to finish to avoid cracks and to achieve uniform color.

    9.1.2 Use 20x20 Marble tiles for bathroom finishes. Wall and counter tiles for kitchen and
    laundry areas shall also be Marble finish. All tile work shall be satisfactorily protected from any
    form of damages.

    9.1.3Water closet and lavatory shall be Philippine Standard Manufacturer. Use porcelain soap
    and tissue holders.

    9.1.4 Exterior and interior concrete and masonry walls shall be plain cement plastered applied in
    two coats.

    9.1.5 Interior wall partition shall be 4” ordinary CHB vertically and horizontally reinforced at .80
    meters on center both ways.

    DIVISION 10: SPECIALTIES

    DIVISION 11: EQUIPMENT

    DIVISION 12: FURNISHINGS

    DIVISION 13: SPECIAL CONSTRUCTION

    DIVISION 14: CONVEYING SYSTEMS

    DIVISION 15: MECHANICAL

    DIVISION 16: ELECTRICAL

    16.1.1 The contractor shall provide complete installation of the electrical system and earnestly
    evaluate as maybe required by pertinent specifications, ordinance and regulations.
    16.1.2 All wirings shall be installed in PVC-conduits or Moldex in walls and ceilings.

    16.1.3 Switches and convenience outlets shall be flushed in walls heights from floor finish as
    indicated. Ceiling outlets shall be of porcelain

    16.1.4 No single circuits shall carry more than 10 outlets and connected to a fuse cut-outs shall
    be connected to a sizeable main safety switch not less than 60 amps.

    DIVISION 17: PLUMBING

    17.1.1 The contractor shall provide complete installation of the plumbing system, including all
    fixtures and connection of the building sewer to the septic tank. All service pipes shall extend
    one meter outside the building wall ready for tapping to the service main.

    17.1.2 The plumbing shall also include the water service to all fixtures and equipments within
    the building.

    17.1.3 Use PVC pipes and fittings for all waste and soil lines and galvanized iron pipes for cold
    water lines. The size of pipes must conform to the largest rules of the plumbing and sanitary
    code.

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