OffGridForGood
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City building dept with have the min design wind speed for the area likely over 100mph.
Depending on the elevation you put the panels, and angle (30-degrees may make sense for your latitude) you can then calculate the wind up lift or over-turning condition for the PV based on their area. If the helical piles you use are shared between adjacent PV panels, remember the loading is not one panel per four supports, but only two.
100mph winds will create forces above 50 pounds per sqft - a PV panel of 12 sqft each even if we factor the exposure for 30-degree tilt will be a lot of force. Some of the guys end up using duck-bill anchors with cables - you may want to look into these for your situation as well.
Depending on the elevation you put the panels, and angle (30-degrees may make sense for your latitude) you can then calculate the wind up lift or over-turning condition for the PV based on their area. If the helical piles you use are shared between adjacent PV panels, remember the loading is not one panel per four supports, but only two.
100mph winds will create forces above 50 pounds per sqft - a PV panel of 12 sqft each even if we factor the exposure for 30-degree tilt will be a lot of force. Some of the guys end up using duck-bill anchors with cables - you may want to look into these for your situation as well.