case study 1
- Back right corner of a house in Wyoming settled over a ten year period
- Customer had a soil boring done and they determined that house was built on poor soil.
- Solid soil was determined to be 30 plus feet down.
- Innovative Pier Solutions installed 5 Helical Piers with tru-lift brackets to go under the existing footing to support the wall down to solid soil.
- Able to raise house a little and stabilize house from future settling issues.
- After finished we reinstalled drainage tile and graded site to previous condition
case study 2
- Solarium in Spring Lake determined to be settling
- Installed 5 Helical Piers down to a depth of 20 – 25 ft to achieve desired torque to support the structure from future settling problems.
- During the process we had to work around trees and existing structures/ wires in very tight conditions to finish the job.
- We then backfilled and regraded area to original.
case study 3
- Customer in East Grand Rapids wanted an addition off the back of their house
- Initial site observation determined that a standard foundation would not work due to water table and soil conditions.
- Had a soil boring done and determined that solid soil to build off from was 25 – 35 down.
- Soils and Structures engineered a plan that showed us bearing points and where and how many Piers needed to be installed.
- Innovative Pier Solutions installed 19 Helical Piers sized 12″ 14” 16” that varied in depth from 25 – 34 ft down per specs.
- All Piers are individually electronically recorded and a report is sent to the builder and engineer to show that we achieved the torque rating that was required.
- All piers are cut off to the desired height and a structure cap is installed that will bear the weight of the structure.
- A grade beam with rod would then be installed over our caps that would serve as the base for the new structure.
- Even on a wet, muddy site we strive to leave the site as level and clean as possible.
- Innovative Pier Solutions was on schedule and installed, cut and capped these piers in 1/2 days.
case study 4
- Local High School needed a deck installed out over a pond for a future outdoor classroom.
- Innovative Pier Solutions installed 4 Helical Piers at a depth of 14′ and a torque rating that will hold 20,000 pounds per pier.
- We capped off the piers with a custom-made cap where the customer can run double 2 x 12 and be ready to build the future deck immediately.
- Even in a pond we can drill down for a deck support and have the customer ready to build that deck in a day.
- No mess, no concrete and guaranteed support for the deck.
case study 5
- Back Corner of house was sinking
- House was on auction, but everyone was scared off due to the fact that the house was settling
- Customer contacted Foundation Solutions who contacted us to help with the lift process.
- The house was being gutted for a total rehab so they jacked up and supported the house.
- We installed 7 each 8″ x 10″ Helical Piers to a depth of 21′ to 35′ to achieved desired torque for stabilization and lifting.
- We added Tru Lift brackets to our Helical Piers and raised the house 1 1/2″ to 2″ so that the rear corner is now level and stable.
case study 6
- Customer has development in Whitehall on White Lake
- Soil Boring’s determined that solid soil to build off from was 40 – 45 ft. down.
- Soils and Structures engineered a plan that showed us bearing points and the amount of piers needed to support the house.
- Innovative Pier Solutions installed 47 Piers that varied in depth from 38 – 45 ft. down.
- All Piers are individually electronically recorded and a report is then sent to the builder and engineer to show that the torque rating was achieved.
- All piers are cut off to the specific elevation required and a structure cap in then installed that will bear the weight of the new house.
- A footing is then installed over the bearing caps and a foundation is then installed on top of that.
- Innovative Pier Solutions then leaves the site level and as clean as possible.
- Innovative Pier Solutions was on schedule and installed these piers in two days.
case study 7
- Customer had a difficult site in the woods but wanted a utility shed out of site.
- Minimal access to site, no problem for Innovative Piers
- Achieved desired torque within 14 Ft.
- Installed 4 Helical Piers with Saddle Brackets placed on top of Helical Pier
- Immediately ready for shed to be placed
- Quick, easy and ready to go within 3 hours of arriving on site.
case study 8
- Customer was concerned that the sonotube that was placed would settle over time and not support the steel beam walkway from the main house to the dune.
- Innovative Pier solutions was contacted to access load bearing and find a solution to enhance the existing sonotube to insure that it would support the steel beam walkway.
- We installed a 8″- 10″-12″ Helix Pier next to the existing sonotube.
- We drilled the Helix down 14′ – 21′ to achieve a desired torque rating to help partially bear the weight of the walkway.
- We then put a new construction cap on top of the pier.
- We drilled reinforcing rod with epoxy into existing sonotube.
- Our Helical Pier was directly under the reinforced rod cage.
- We added a new sonotube on the side of existing and filled it with concrete to help redistribute partial weight of the walkway to our Helical Pier.
- Customer was able to rest assured that settling would not be an issue for the walkway and continue construction.
case study 9
- Customer had a 30 ft. tall bank in the back of house and wanted additional support for the long rear wall in Newaygo
- Engineer designed Helical Piers to be drilled in horizontally to the bank at a minimum depth of 25 ft. We ended up driving them on an average of 30 – 35 ft
- Innovative Piers drilled 6 Piers with a minimum tension load of 20,000 lbs and an average torque of 3500, which is 35,000 lbs
- We drilled through the wall and then placed a 8 x 8 flat stock on the inside which was attached to the pier with a 2″ threaded bar and tightened the tension
- These Piers will help to make sure the wall stays straight and true with no bowing.
- Innovative Piers installed these piers within 5 hours of arriving on site
case study 10
- Local site for a commercial building that was known to have fill dirt and broken concrete below the surface.
- Soil borings were done and stable soil was found to be between 18′ – 25′ below the surface.
- Engineers designed the plan to include 7 ft long 10″ X 12″ Helix Leads and 10 ft long 12″ X 14″ X 16″ Helix Leads based on the building’s load bearing.
- It was a large commercial building where 163 Helical Piers were driven to the determined depth.
- Innovative Piers was contracted to drive the Piers.
- Even though the weather did not cooperate, we finished the job in 3 1/2 – 4 days.
- As you can see from the pictures, the job site was left clean from debris and level.
- From small jobs to large, Innovative Piers has you covered. Rain or shine, we will get the job done.
case study 11
- Homeowner had an old wall that was settling and cracked. He did not want to replace the wall due to costs so he contacted us to solve his problem.
- We decided to install 5 Helical Piers to stabilize existing structure that was settling.
- We dug down to the bottom of the existing wall which was 2′ below grade with no footing.
- Innovative Piers installed 5 Helical Piers at an average depth of 20 ft. to achieve the required torque to stabilize and lift the structure about 2″.
- We then backfilled to the desired grade.
- Call Innovative Pier Solutions if you are having Foundation Settling problems.
case study 12
Customer’s pole barn was settling on the South and South West corners.
After a site visit, it was determined that Helical Piers with Tru lift Brackets were needed to stabilize and lift the affected areas.
Innovative Piers dug out the area and ran into saturated black dirt and tree roots. The soil underneath that area was not stable enough to support the structure.
We installed 4 Helical Piers at an average depth of 25 ft. to achieve the required torque for stabilization.
Then, we installed Tru lIft Brackets on the Piers to raise the pole barn and stabilize the structure.
Innovative Piers then backfilled the area and leveled it off to the previous grade.
Once again, Innovative Piers was able to stop an existing structure from settling and make a customer happy knowing that his pole barn was structurally sound.
case study 13
- Innovative Piers was contacted for this house on Spring Lake that was settling on the back Right side and Rear.
- We Accessed the Issue and decided to add 5 Helical Piers to the area that was affected.
- We determined that 5 Helical Piers should be installed to an ultimate capacity of 50 kips to stabilize that area of the house.
- The area we were working in was very tight and tough to access.
- The customer removed a small tree and we removed the existing steps and deck to access the area.
- We installed 5 Helical Piers with Tru Lift Brackets that were placed under the Footing to stabilize against further sinking.
- As shown in the photos, we returned the site to the original grade.
- Contact Innovative Piers for your next settling Foundation even in tight sites.