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Foundation and Slab Inspection Guidelines
Aug 22, 2024
Foundation and Slab Inspection Overview
Introduction
Focus on frequently missed inspection items.
Methodology aims to enhance understanding of foundation and slab inspection requirements.
Encouragement to subscribe for more content and check out related videos.
Pre-Inspection Items
Important Considerations
Review approved building plans for project-specific conditions.
Special Project Conditions:
Tree protection requirements.
Compaction report requirements before foundation inspection.
Soils engineer footings excavation inspection requirements.
Elevation certificate documentation for flood hazard zones.
Special inspections by third-party agencies.
Importance of Understanding Project Conditions
Overlooked project conditions can lead to delays.
Foundation Inspection Process
Initial Steps
Verify project address is visible from the road for emergency access.
Ensure best management practices (BMP) are in place including:
Stockpiling materials.
Dirt and mud mitigation.
Trash management.
Erosion control measures.
On-site toilet facilities for workers.
Required Documentation
Official stamped approved building plans.
Building permit(s).
Verification Steps
Building Setbacks
Confirm building is constructed within legal setbacks.
Setbacks affect fire resistive requirements.
Use string lines to identify property lines.
Avoid using existing fences as they may not align with legal property lines.
Check for utility easements which are typically no-build zones.
Form Boards and Footings
Verify form boards are complete and adequately braced.
Footing depths and widths must reach undisturbed soils (minimum 12 inches).
Footing depth varies based on building stories and site conditions.
Rebar Requirements
All rebar must be tied in place.
Size verification:
Number 4 rebar = 1/2 inch.
Number 5 rebar = 5/8 inch.
Number 6 rebar = 3/4 inch.
Spacing and clearances:
Minimum 3 inches to earth.
Minimum 1.5 inches to forms.
Minimum 0.75 inches to top of forms.
Rebar splices must be a minimum of 20 inches for Number 4 rebar.
Hold Down and Anchor Bolts
Secure hold down bolts and straps.
Minimum half-inch diameter for anchor bolts.
General spacing requirements:
Maximum 6-foot on center for one and two-story buildings.
Minimum 2 anchor bolts per sill plate piece.
Specific clearance requirements from mud sill splice.
Shear Walls and Slab Thickness
Verify pre-manufactured shear wall templates and bolts are in place.
Ensure a minimum of 3.5-inch slab thickness.
Base gravel and vapor retarder requirements:
4 inches of base gravel.
6 mil polyethylene vapor retarder in inhabitable areas.
Utility Items in Slab Inspection
Verify protection of piping from direct concrete contact.
Check installation of concrete encased electrode:
Minimum 20-foot long half-inch rebar or number four bare copper wire.
Extend electrode 6 inches above the mud sill.
Conclusion
The video provides basic fundamentals for foundation and slab inspections.
Encouragement to continue learning and stay engaged.
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