HomeMy WebLinkAboutBernier - Report INNnVATIVE - BUILDING PERMIT APPLICATION
BASEMENT AUTHORITY PERMIT NO:
BLDG DEPT.:
Professional Enaineer
I hereby certify that this plan, specification, or report was
prepared by me or under my direct supervision and that I am
a duly Licensed Professional Engineer under the laws of the
state of Minnesota.
DATE: Fp c o Fer Report Format Rev. 1/17/18]
Signature:
Typed or Printed Name: Brian Smith IBA PROJECT: Kyle Bernier
Date:10/3/202aicenseNumber: 60726 ADDRESS: 4700 3rd Street Northeast, Fridley, MN 55421
CONTACT INFO: 701-540-7382
IBA INSP.: 11Bryce Jacovetti INSP. DATE: 9/10/2022
OVERVIEW: As requested by the owner/representative of the above referenced project(client),the IBA inspector visited the project and performed a visual inspection of readily
accessible foundation areas(walls and piers)and associated structural framing elements. Unless noted below,destructive testing and evaluation was not performed. Based on this
inspection,the IBA Inspector and the client agreed to the following"Scope-Of-Work".
SCOPE-OF-WORK: IMG Push Pier Mod PP21617-34 QUANTITY: 10 Each (SEE PLAN-PAGE2]
[SEE PRODUCT DETAILS-ATTACHED] SPACING (Typ): J= Feet (+/-12"Is Allowable]
GENERAL ISSUE: A portion of the structure is settling and needs stabilzed.
PROP. SOLUTION: linstall ten(10)foundation push piers to stabilize structure at the locations specified
STRUCTURE DESCRIPTION:
•Classification: Single Family Residence •Year Built: 1942
•Style: Ranch
•Stories:
• Construction: lWood Frame
• Exterior: Istucco
• Foundation: Basement (Masonry Walls on Spread Footings)
STRUCTURAL DETAILS (EXISTING):
• Foundation Wall Type: 1CM0
•Wall Thickness: ® - inches
•Wall Height: I-feet NOTE: Wall height might vary due to site grading and footing steps..
•Wall Reinforcement: N/A
• Unbalanced Fill: 6.5 -feet NOTE: Fill depth for basement conditions may vary.
•Surcharge Load (On Walls): plf
•Wall Bracing: [Assume Typ.] Braced at top by concrete slab floor system and braced at base by soil or concrete slab. If
present, the concrete slab is assumed to be 4"thick and resting on the footing.
• Loads: [@ Footing Level] Walls: [LL+DL] 2,000 plf
[Based on Typical IRC Load Tables] Floor: [LL+DL] 110 psf
[Add upper wall and point loads]
• Footing Embedment Depth (Typ.): 42 inches(Below Final Exterior Grade)
• Footing Width (Typ.): [Cont.Wall+Isol.Pier] 16 in.(Cont.) -in.(Square)
• Footing Thickness (Typ.): [Cont.Wall+Isol.Pier] ® -in. Cont. 171-in.(Square)
• Footing Reinforcement (Typ.): Not Available Assume Code Minimum -As Applicable)
SOIL CONDITIONS: •Soil Type (USCS): =Coh. (psf): N/A Phi (0): N/A (pcf): N/A
[At or Near Footing Depth] •Allow. Brg. Capacity: IL 100 psf •Shrink-Swell Potential: N/A
•GWT(ft): •Frost Depth(in): 42
SITE CONDITIONS:
A. Footing Characteristics and Soil Conditions provided by: N/A
B. Is Site Plan Available (YIN)?: FIE
Gen. Grading &Topo.: N/A
INNnVATIVE SITE and LAYOUT PLAN / NOTES
BASEMENT AUTHORITY
BUILDING DEPT.:
IBA PROJECT: Kyle Bernier
DATE: October 3, 2022
GENERAL COMMENTS:
1 - Piering location shown below.
I_ i' `
ram.
I.). —
16' 10' r 8' 11'
AL V
Interior Push Pier
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_. N .......................................e•-@I pier a
Irmenywck B
B Ca-t�n Tibet _r r_'�
Into orate
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( ---pie Unip tamp
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.......................................
Professional Engineer
I hereby certify that this plan, specification, or report was
prepared by me or under my direct supervision and that I am
a duly Licensed Professional Engineer under the laws of the
state of Minnesota.
Signature:
ADDITIONAL WORK or EXCLUSIONS: Typed or Printed Name: Brian Smith
Item 1 -
Item 2- Date: 10/3/2022 License Number: 60726
REPORT PAGE 2
INNnVATIVE DESIGN CALCULATIONS
BASEMENT AUTHORITY
BUILDING DEPT.:
IBA PROJECT: jKyle Bernier
DATE: jOctober 3, 2022
DESIGN CALCULATIONS:
• Based on wall loading and building characteristics outlined in the front page of this report.
of this report, assume a wall load of: 2 000 plf added 1 kip for concrete flooring
• Push Piers Design Spacing: 07 feet Calculation for additional 12"-See plan for spac.
• Using the wall load and pier spacing indicated above, the load on each pier will be:
PIER LOAD = Wall Load x Spacing = 14 000 Ibs FF ACCEPTABLE [SEE NOTE 1 BELOW]
DESIGN COMMENTS:
NOTE 1: This actual load is less than the "Average" Allowable Load per Pier of 29.3 kips; therefore
OKAY). Factor of Safety (FS) exceeds 2. See allowable system capacity ratings in the PEI Evaluation
Report PER-17107 (attached).
Professional Engineer
I hereby certify that this plan, specification, or report was
prepared by me or under my direct supervision and that I am
a duly Licensed Professional Engineer under the laws of the
state of Minnesota.
Signature: .��
Typed or Printed Name: Brian Smith
Date:10/3/2022 License Number: 60726
REPORT PAGE 3
INNnVATIVE GENERAL COMMENTARY, LIMITATIONS
BASEMENT AUTHORITY and ATTACHMENTS
BUILDING DEPT.:
MVF PROJECT: lKyle Bernier
DATE: October 3, 2022
GENERAL COMMENTARY
The recommendations provided herein are based on our understanding of the project and subsurface
characteristics at the time of this report. Based on actual field conditions, helical piles may be installed instead of
push piers. If differing project conditions are encountered, IBA field personel shall notify Engineering
Department immediately for resolution.
Unless determined by a site specific soil boring and laboratory soils anlysis,the bearing capacity(net allowable
soil pressure) referenced in the first page of this report is based on our experience with soils in the project area
as well as the "Presumptive Load-Bearing Values" as outlined in the current Residential Code. It should be noted
that subsurface conditions can vary across the site due to natural occurence or because of construction,clearing,
filling, or cut and grading operations.
Professional Engineer
I hereby certify that this plan, specification, or report was
prepared by me or under my direct supervision and that I am
a duly Licensed Professional Engineer under the laws of the
state of Minnesota.
Signature: 64��Kl�
Typed or Printed Name: Brian Smith
Date: 1 0/3/2022 License Number: 60726
ATTACHMENTS: Yes •A. PEI Evaluation Report PER-17107 IMG Push Pier Mod PP21617-34
No • B. Soil Report
No • C. Concrete Beam Design Calculations
• D. Supporting Data:
YES D1. Foundation wall span/bridging evaluation
YES ID2. Factor of Safety (FS) Memo
REPORT PAGE 4