BUILDING INSPECTION WORKSHOP. Excavation & Readiness To Construct Footings. AGENDA. Notification Project Review Undisturbed Soil Minimum Depth Compacted Fill & Part 4 Designed Footings/Foundations Form Layout & Setbacks Footings Precautions Waterproofing Termite Control. Notification.
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Excavation & Readiness To Construct Footings
Presented by:The Special Investigation Team and Piero B. Cannistra, Supervisor/Trainer
Ensure changes made to permit drawings are incorporated into project
Frost Protection Plan during cold weather to avoid freezing of the soil & concrete
Not permitted to displace water within the footing with concrete pouring
Pour footings continuously, if not possible provide a proper joint with 2 reinforcement bars E22Project Review
‘ The builder, owner and the person to whom this permit is issued to, shall assure themselves, that the soil bearing capacity of supporting the loads imposed from the proposed building and that the Town of Markham may not b relied on to certify soil properties’
Column pad thickness greater than strip footings E20
Stepped footings have proper vertical rise & horizontal distance between risers E21
Reinforcement has been placed at the location where drains pass under the footings E23
Sleeves used in forms for weeping tiles E24
Footing thickness conforms to permit plans
Bottom of excavation within the footing forms is cleaned of loose debris, soil & water E06
Angle of repose of the soil critical for existing footings and are affected by new excavations, the footings & foundations must be designed by a professional engineer E07Footings