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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 |
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. |
