Getting Your Structure Ready for Spring

[click for video]

From our recent Winter Q&A

  • Reduced anchor holding power in wet ground
  • Ventilation ahead of planting time
  • Uninflating roll up sides
  • Coping with excessively with loose covers
  • Extra protection for tender crops

Stay tuned for future Q&As and submit your questions to be featured!
Sign up for our Community Connection Newsletter tinyurl.comMSSCommunity

How do I make sure it stays where it is supposed to?

Pointers on anchoring, what kind of things will impact holding power of anchors,
anchoring after moving a structure

A phrase Norm has used thousands of times in his career is, “There is no such thing as too many anchors.” We consider it important to help customers understand the aerodynamics involved with a greenhouse shape.

The relatively small cost of the anchors is a short-lived savings after a building has blown away or shifted. By understanding and implementing what is required you can ensure a long term usage of your structure.

The job of your anchoring system is to counter the three aerodynamic forces working on your building.

  • Down force is usually seen as snow load
  • Up lift and lateral shift are forces typically associated with wind load
  • Wind going over a structure creates lift similar to wind going over an airplane wing

The first thing you will need to assess is what you are actually working with. If you have bedrock close to the surface, you have large rocks, or you have straight sand, it will impact your options for anchoring.

The actual holding power of your soil is an important consideration. Soil that has been recently excavated has considerably less holding power than soil that has not been moved in a long time.

The total surface area of an anchor post in contact with the soil is an important consideration. Large and short may have more contact area than long and slender.

When anchors can be used in alternating directions, it will multiply their individual holding power.

Wet soil usually does not have the same holding capacity as well drained soil. An important consideration here is rainwater which is shed by the building. As an example, with a 16’ wide structure, 8’ of rainwater goes each way. This means that the narrow area next to your building get 8 times the rain that the rest of the property gets. If you have poorly draining soil, this could be a potential problem.

If you are planning to use the movable structure option, proper anchoring has some additional challenges. Since your building is vulnerable to sudden increases in wind during this process, your anchoring protocol needs to be done quickly. Always do a test in the new area to confirm what you will be working with. With the quickness that is required, there is also a reminder that taking shortcuts will come back to haunt you.

We would like to reiterate, “If you are not 110% sure, please ask” There is no situation out there that is so unusual that we have not already been through it.

Your long term success is very important to us!

We hope you are finding value in this series of posts, helping you prepare for your new growing adventure! Reminder that the deadline is May 31st for Fall Delivery. We look forward to working with you for your projects!

Anchoring: Base Brackets vs Anchor Posts

edit-Base Bracket
anchor post photo

We offer two main types of anchoring for our structures: Base Brackets (left pic) and Anchor Posts (right pic).

Which one you decide to go with largely depends on your application and location. They are not to be used together, it is a one or the other option. No matter which option you choose, please be aware, there is no such thing as too many anchors!

Although the building can be anchored directly into the ground with Anchor Posts, it can also sit on a slab, curb or beam or it can be elevated on some sort of a wall. Base brackets with lag bolts are supplied standard to fasten the building to the chosen form of foundation. Anchor Posts are available at an additional cost.

Anchor Posts must be set into concrete when:

  • the soil has been recently excavated (within the last 5 years)
  • it is required by the building code (use of concrete usually classifies the building as permanent)
  • extremely windy and exposed areas exist (at least use on the corner posts)
  • more than 10% of the anchor post will be out of the ground (upgrading anchor post size may be needed)
  • there are areas where erosion has been a problem in the past

Anchor Posts SHOULD NOT be used (and base brackets used instead) when:

  • the soil is a very heavy clay (heaving would be a constant problem)
  • there is a shallow rock layer
  • there are major amounts of rocks interfering with the accuracy of anchor post setting
  • the structure will be moved shortly (anchor posts must be cleaned out before reusing)

Recommendations are based on years of experience. Ultimately the customer is responsible to properly anchor a structure
Please see our installation pages for a more detailed breakdown of this topic Base Brackets vs Anchor Posts

How do I make sure it stays where it is supposed to?

Pointers on anchoring, what kind of things will impact holding power of anchors,
anchoring after moving a structure

A phrase Norm has used thousands of times in his career is, “There is no such thing as too many anchors.” We consider it important to help customers understand the aerodynamics involved with a greenhouse shape.

The relatively small cost of the anchors is a short-lived savings after a building has blown away or shifted. By understanding and implementing what is required you can ensure a long term usage of your structure.

The job of your anchoring system is to counter the three aerodynamic forces working on your building.

  • Down force is usually seen as snow load
  • Up lift and lateral shift are forces typically associated with wind load
  • Wind going over a structure creates lift similar to wind going over an airplane wing

The first thing you will need to assess is what you are actually working with. If you have bedrock close to the surface, you have large rocks, or you have straight sand, it will impact your options for anchoring.

The actual holding power of your soil is an important consideration. Soil that has been recently excavated has considerably less holding power than soil that has not been moved in a long time.

The total surface area of an anchor post in contact with the soil is an important consideration. Large and short may have more contact area than long and slender.

When anchors can be used in alternating directions, it will multiply their individual holding power.

Wet soil usually does not have the same holding capacity as well drained soil. An important consideration here is rainwater which is shed by the building. As an example, with a 16’ wide structure, 8’ of rainwater goes each way. This means that the narrow area next to your building get 8 times the rain that the rest of the property gets. If you have poorly draining soil, this could be a potential problem.

If you are planning to use the movable structure option, proper anchoring has some additional challenges. Since your building is vulnerable to sudden increases in wind during this process, your anchoring protocol needs to be done quickly. Always do a test in the new area to confirm what you will be working with. With the quickness that is required, there is also a reminder that taking shortcuts will come back to haunt you.

We would like to reiterate, “If you are not 110% sure, please ask” There is no situation out there that is so unusual that we have not already been through it.

Your long term success is very important to us!

How do I make sure it stays where it is supposed to?

Pointers on anchoring, what kind of things will impact holding power of anchors,
anchoring after moving a structure

A phrase Norm has used thousands of times in his career is, “There is no such thing as too many anchors.” We consider it important to help customers understand the aerodynamics involved with a greenhouse shape.

The relatively small cost of the anchors is a short-lived savings after a building has blown away or shifted. By understanding and implementing what is required you can ensure a long term usage of your structure.

The job of your anchoring system is to counter the three aerodynamic forces working on your building.

  • Down force is usually seen as snow load
  • Up lift and lateral shift are forces typically associated with wind load
  • Wind going over a structure creates lift similar to wind going over an airplane wing

The first thing you will need to assess is what you are actually working with. If you have bedrock close to the surface, you have large rocks, or you have straight sand, it will impact your options for anchoring.

The actual holding power of your soil is an important consideration. Soil that has been recently excavated has considerably less holding power than soil that has not been moved in a long time.

The total surface area of an anchor post in contact with the soil is an important consideration. Large and short may have more contact area than long and slender.

When anchors can be used in alternating directions, it will multiply their individual holding power.

Wet soil usually does not have the same holding capacity as well drained soil. An important consideration here is rainwater which is shed by the building. As an example, with a 16’ wide structure, 8’ of rainwater goes each way. This means that the narrow area next to your building get 8 times the rain that the rest of the property gets. If you have poorly draining soil, this could be a potential problem.

If you are planning to use the movable structure option, proper anchoring has some additional challenges. Since your building is vulnerable to sudden increases in wind during this process, your anchoring protocol needs to be done quickly. Always do a test in the new area to confirm what you will be working with. With the quickness that is required, there is also a reminder that taking shortcuts will come back to haunt you.

We would like to reiterate, “If you are not 110% sure, please ask” There is no situation out there that is so unusual that we have not already been through it.

Your long term success is very important to us!

We hope you are finding value in this series of posts, helping you prepare for your new growing adventure! Reminder that the deadline is May 31st for Fall Delivery. We look forward to working with you for your projects!

Greenhouse Q&A Tuesday

Tuesday January 26th 10am-2pm EST

https://fb.me/e/13mzQ4upi

Norm and Andie will be hosting a Q&A for greenhouse week where you can drop in and have your questions answered (or send them in advance to multisheltersales@gmail.com)

Norm will also be offering a few 10-15 min tutorials with Q&A to follow each.

Norm’s Tentative Workshop Schedule
All times EST

1015-1030 Creating a More Efficient Structure
1030-1045 Q&A

11-1115 Hanley & Modified Hanley
1115-1130 Q&A

1145-12 Season Extension: Moving A Structure
12-1215 Q&A

1230-1245 There’s No Such Thing as Too Many Anchors!
1245-1 Q&A

115-130 Season Extension: Ventilation
130-145 Q&A

anyone who shows up live will be entered in a draw to win a paperback copy of the book as well as other swag!

You can also get your free copy of the ebook from Jan 25-29th https://tinyurl.com/y2tecydt

There will be a few free giveaways for people who drop by as well. We look forward to having you join us!

Just a reminder, this event is capped at 50 attendees throughout the day, so arrive early to avoid disappointment, and keep checking back throughout the event as people leave, more will be admitted. Thank you for your interest! We look forward to sharing the time with you!

Join Zoom Meeting
https://us02web.zoom.us/j/82502130173?pwd=R2NmZzY5TlM0ck92MU8zNVFPazR0QT09

Meeting ID: 825 0213 0173
Passcode: 262465