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pouring piers into forms
#14
quote:
Originally posted by Haaheo okole puka

The things to consider are:
1) The Big Island is categorized as a Seismic Zone 4 just like the greater California Coast. Our design standard is based on .4g ground force acceleration (GFA). Simplified as .4g GFA.
2)The possible direction of your loads applied to the subject point and the structural characteristics of said point.


All those specs are well and good, but remember, here it is acceptable and common practice to set post and pier on a pile of gravel with no vertical tie down.
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Messages In This Thread
pouring piers into forms - by rainyjim - 02-27-2014, 06:11 AM
RE: pouring piers into forms - by Rob Tucker - 02-27-2014, 06:21 AM
RE: pouring piers into forms - by rainyjim - 02-27-2014, 07:26 AM
RE: pouring piers into forms - by Seeb - 02-27-2014, 08:00 AM
RE: pouring piers into forms - by kalakoa - 02-27-2014, 09:39 AM
RE: pouring piers into forms - by DanielP - 02-27-2014, 12:03 PM
RE: pouring piers into forms - by unknownjulie - 02-28-2014, 04:43 PM
RE: pouring piers into forms - by DanielP - 03-01-2014, 06:25 AM
RE: pouring piers into forms - by Seeb - 03-09-2014, 06:22 AM

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