BASIC CONSTRUCTION MATERIALS
I. Basic Construction Materials
Overview of construction materials and their significance in building processes.
II. Easements
Setback Regulations
40m setback required for structures along riverbanks and waterways measured from the highest water level during high tides.
Requirements for Structures on Slopes
Structures on slopes exceeding 100% grade must adhere to specific construction guidelines.
III. Excavation and Shoring
Safety Procedures
Before entering excavation sites deeper than 1.5m or wider than twice the trench width, support structures must be installed or walls sloped appropriately.
Load Considerations
Excavation and shoring must support soil, vehicle, and material loads.
IV. Backfill and Compaction
Importance of backfill in providing stability and support to structures.
V. Foundation Works
Footing Requirements
Dig footing from natural grade line.
Pour 50mm or 100mm gravel bed for drainage.
Install 75mm thick spacers at 600mm intervals for structural integrity.
Minimum compressive strength of spacer should be 1000 psi.
Reinforcement Process
Lay reinforcing bars tied with #16 G.I. wires before pouring concrete.
Provide starter bars or dowels to facilitate load transfer.
Ensure concrete is poured to specified thickness.
VI. Slump Test
Procedure to check the consistency of concrete mix:
Fill slump cone to quarter depth and tamper 25 times; repeat three times to fill cone and smooth the top.
Measure slump after removing cone; consistent mixes should yield the same slump.
Standard slump specifications range from 50mm to 75mm.
VII. Compression Test
Sample Collection
Collect five cylinders per concrete truck delivery for testing:
Tested on 7th, 14th, and 28th day.
Two spare samples for backup.
A minimum of three samples must be tested regardless of concrete volume.
VIII. Pouring Concrete on Slab
Best Practices
Commence from the farthest point, working back towards the concrete source.
Ensure forms are fixed, oiled, cleaned, and free of water before pouring.
Verify proper reinforcement spacing from formwork prior to concrete placement.
IX. Foundation on Sloping Terrain
Special considerations for constructing foundations on sloped land, including additional stabilization measures.
X. Dewatering
Techniques to remove water from excavated areas, ensuring dry conditions for construction work.
XI. Rebar Works
Ensuring appropriate splice locations for different structural components such as beams, cantilever beams, columns, and suspended slabs.
Details on bottom bar splices at supports, beam-column connections, and spacing requirements.
XII. Removal of Forms and Concrete Pouring of Columns
Restrictions on maximum height of concrete placement in forms set at 1500mm.
XIII. Concrete Works
Concrete Proportioning
General purpose, moderate sulfate attack, high-early strength, and slow curing cement specifications according to ASTM standards.
XIV. Masonry Works
Overview of guidelines and techniques used in masonry construction.
XV. Lintel Beam and Wall Opening
Key considerations for designing and installing lintel beams above openings in walls.
XVI. Roughing-ins Electrical
Guidelines for electrical installations and integration into construction practices.
XVII. Roof Installation
J-bolt Installation Process
Requires two workers: One to insert bolts from indoors, another to fasten nuts from outdoors with precautions to prevent sheet warping.
Neoprene gaskets and matching washers secured during the fastening process.
XVIII. Roof Framing Works
J-bolt Alignment
Ensure the hook of the J-bolt on the purlin is perpendicular to the G.I. sheet.
Properly lay out the J-bolt placement and drilling points, ensuring accurate alignment to prevent drilling mistakes.
XIX. Roofing Sheet Installation Guide
Focus on correct practices for installing roofing sheets, especially when not using long-span materials.
XX. Steel Truss Fabrication and Erection
Detailed guidelines for steel truss fabrication at ground level and requirements for lateral cross bracing in roof systems.