Timbercrete Fencing Systems products and design criteria are for fencing structures up to 14' tall and all soil conditions.
Specifications and Notes:
- All manufacturing processes to conform to local building codes.
- All footing concrete shall attain a minimum compressive strength of 2000 PSI at 28 days using Type 1 or Type 2 cement.
- All reinforcing steel shall conform to ASTM A-615 Grade 60.
- All foundations to be in undisturbed soil or 90% compacted fill.
- Wind load spec for 85 MPH wind per 2006 IBC & 2007 CBC & ASCE/SEI 7-05.
- Contractor shall be responsible to verify site conditions.
- Engineer approval required when fence materials are used under conditions that differ from the specs.
- Panels and posts are manufactured from concrete that attains a minimum comp. strength of 2000 PSI at 28 days certified by the manufacturer.
- Maximum post spacing limited to 6'-3" O.C. Design requirements for fence post footings for Timbercrete Fence Systems based on 2006 IBC & ASCE/SEI 7-05 requirements. Wind velocity pressure = 10PSF for 85 MPH wind force, Section 6.5.10 and Formula (6-15) & Section 1805.7.21.
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