HomeMy WebLinkAboutEngineer's Foundation Repair Designfown of Carbondale Building Department
i11 Colorado Avenue
Carbondale, CO 81623
ENGINEERING REPORT FOR FOUNDATION STABILIZATION
BUILDING DEPT.:
REFERENCE CODE:
DATE:Colorado
PROJECT:
ADDRESS:
CUSTOMER #:
INSPECTOR:INSPECTION DATE:
OVERVIEW:
field inspector and the client agreed to the following "ScopeOf-Work".
SCOPE-OF-WORK:
Groundworks.
ISEE PRODUCT DETAILS - ATTACHED]
GENERAL ISSUE:
PROP. SOLUTION:
EXISTING STRUCTURE DETAILS:
. Classification:
. Stories:
. Construction Type:
. Exterior:
. FoundationType:
. Wall Design Loads:
LOCATION PLAN]
,,ALLOWABLEI
. Year Built:
ITypical IRC loading]
NOTE: For exterior footings ONLY
Per Referenced Code Above
Ch risto
QUANTITY:
SPACING (Typ.):
4 portion of the structure shown in the attached sketch is settling and. rceds to be stabilized,
tnstall tweloe (L2) push piers at the locations shozvnto stabilize the foundation system,
{\r
.s
-\
dLive + Dead :
SOI CONDITIONS:
. Minimum Frost Depth:
. Assumed Allowable Bearing Capacity:
. Foundation Wall Height:
. Foundation Backfill Height:
by Christopher
ns
12:22:40
2009 IRC with Town of Carbondale Amendments
Vlarch 6,2025
lulie Walker
100 Sunflower Loop, Carbondale CO 81.623
139858
Logan Schaneman 2171202s
IMG Push Pier
2006Residence
2
-Frame
Walls on Fwith
36
1,500
Page 1 of4
Fitzsimmo
Seal/Signature/Date
of Carbondale Building Department
Sunflower Loop Carbondale CO 81623
rrlie Walker
6,2025
COMMENTARY & LIMITATIONS
BUILDING DEPT:
PROJECT:
ADDRESS:
DATE:
Groundworks'
Golorado
GENERAL COMMENTARY
The recommendations provided herein are based on our understanding of the project and subsurface characteristics at the
time of this report. If differing project conditions are encountered, field personnel shall notify Engineering Department
immediately for resolution.
Unless determined by a site-specific soil boring and laboratory soils analysis, 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 referenced version of the IRC. Any perimeter pier may be installed on the interior or
exterior of the structure at the discretion of the Contractor.-It should be noted that subsurface conditions can vary across the
site due to natural occurence or because of previous constructiory clearing, or cut/fill grading operations.
LIMITATIONS
The information presented in this report is provided as support to proposed pier installation as outlined in the previous pages.
This report does no represent commentary on causation of foundation or structural damage (flood, wind, ground subsidence
or heavg etc.). Any additional work shall be considered beyond the scope of these analyses.
FOUNDATION PIER PRODUCT REFERENCES:
. ICC-ES Evaluation Report ESR-5005 (IMG Push Piers)
Additional Documents:
Chri ned by
Fitzsimmons
2025.03.06
12:23:05 -07'00'
Page 3 of 4
Fitzsi mmo
Seal/Signature/Date