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DESCRIPTION |
SPECIFICATIONS |
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| I. |
STRUCTURAL/CIVIL WORKS |
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Structural Frames |
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- Foundation/Footing
- Footing Tie Beam
- Columns
- Slab on Fill
- Beams
- Suspended Slab
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Isolated Footing, Cast in Place reinforced Concrete
Cast in Place reinforced Concrete
150mm x 350mm (min section) Cast in Place Concrete
75mm (min thickness) Cast in Place Concrete
150mm x 350mm (min section) Cast in Place Concrete
90mm (min thickness) Cast in Place Concrete
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Reinforcing Steel Bars |
Grade 33, 16mm dia. standard size for Beams and Columns
Grade 33, 10mm dia. standard size Stirrups and Lateral Ties
Grade 33, 16mm dia. standard size for Footing
Grade 33, 10mm dia. standard size Slabs
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Concrete |
3000 psi at 28 days for Foundation, Columns, Beams, Slab |
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Roof Framing |
2500 psi at 28 days, for Slab on fill
2000 psi (minimum) at 28 days, for lean concrete
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Roof Framing |
Steel Roof Framing System |
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| II |
MASONRY |
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Exterior Walls |
125mm (5'") CHB with 2" (minimum) Plaster cover
with 600mm x 600mm steel reinforcement (10mm diam)
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Interior Walls |
100mm (2") CHB with 2" (minimum) Plaster cover with
600mm x 600mm steel reinforcement (10mm diam)
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Lintel Beams and Lintel Columns |
Cast in place lean concrete with 10mm diam reinforcement |
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| III. |
GROUND/FOUNDATION |
All ground and foundation rest are excavated to depth graded and compacted accordingly. Provision of 2" (50mm) thk gravel fill prior to concrete pouring for footing, footing tie beam and slab on fill. |
