HomeMy WebLinkAboutEngineer's Observation Letter Job# 2022-11158 (#34912) 9100 W Jewell Ave STE. 200
193 Buds Way Lakewood, CO 80232
Parachute, CO 81635 720-440-9450
www.dlengineer.com
2022-11158 Observation Letter Page 1 of 4
4/1/2022
As requested, a site visit and observation were performed at the property located at the address above on 3/1/2022
at approximately 1:00 p.m. by Daniel LeMier, PE. The purpose for the site visit and observation was to review the
structure for movement of the foundation.
The subject property is a commercial building located in an established neighborhood. The building is assumed to
have been built in 2012 (based on an online search of the Garfield County Assessors records).
The foundation is constructed of concrete and is assumed to be on spread footings. The building appears to be a
prefrab steel structure. The observation was visual and limited to the exterior and the interior building. No
observation was performed on the roof structure. For purposes of this report, we assume that the building faces
south.
OBSERVATIONS
• Cracking of the concrete slab in various places around the building.
• Steel walls bowing inwards in various places around the building.
• Cracking of the concrete slab surrounding the perimeter of the building.
• Cracking of the foundation wall in various places around the perimeter of the building.
COMMENTARY
At the time of the observation, there were multiple areas of concern. The cracks observed in the walls were
likely caused by vertical movement of the foundation. The vertical movement was indicated by the cracks
in the interior finishes, the uneven floors, and the cracks in the foundation. The following is a list of
recommended repairs that should be made to stabilize the foundation, prioritized by severity.
RECOMMENDED REPAIRS
• Install (8) push piers along the north foundation wall to help mitigate vertical movement in these areas.
• Install (6) push piers along the east foundation wall to help mitigate vertical movement in these areas.
Job# 2022-11158 (#34912) 9100 W Jewell Ave STE. 200
193 Buds Way Lakewood, CO 80232
Parachute, CO 81635 720-440-9450
www.dlengineer.com
2022-11158 Observation Letter Page 2 of 4
SUGGESTED MAINTENANCE AND REPAIRS
• Monitor the structure for further signs of vertical movement. These signs may in clude new or worsening
cracks in the interior finishes, new or worsening cracks in the foundation, floors that become more out of
level, and/or doors and windows that become difficult to operate. If further signs of vertical movement are
observed, the homeowner should contact DL Engineering for further assessment.
• Ensure proper grading and drainage around the perimeter of the building to help prevent excess moisture
accumulation in the soil surrounding the foundation. Doing so help will reduce soil volume fluctuations and
pressure on the foundation. See best practices for foundation maintenance for additional information.
• Patch and monitor cracks in concrete, and drywall. This will give a baseline for any new movement. If new
movement is observed, contact DL Engineering Inc. for further assessment.
• Differential vertical movement of the foundation is caused by several variables which ar e beyond our ability
to control or forecast. This observation only addresses the areas that appear to be actively moving and
includes recommendations to stabilize these areas. With any vertical foundation movement, the only way
to ensure complete stability is to fully underpin the entire foundation. The extent and aggressiveness of the
foundation repairs should be carefully considered by the Owner and will depend on their tolerance for risk,
the possibility of future damage, and cost.
BEST PRACTICES FOR FOU NDATION MAINTENANCE
The following best practices are actions to maintain the service life of the foundation that can be applied to all
structures. Proper site drainage and placement of vegetation alone may not prevent movement of a structure;
however, they are prudent steps to avoid the contraction and expansion of the soil due to changing moisture
content. We share the following information, which is not property specific, with all our clients.
SITE DRAINAGE
The moisture around foundation elements must be controlled for the useful life of the building. Lack of proper
drainage is often a contributing factor to foundation damage observed. The site drainage around the structure must
be maintained such that precipitations will quickly drain away. The use of proper slope slabs-on-grade, moisture
barriers, swales, and surface/subsurface drainage systems are strongly recommended. Extensions should be
attached to properly functioning downspouts and roof drains such that they discharge a minimum of 10 feet away
from the structure.
SITE VEGETATION
The vegetation around the perimeter of the structure can eventually lead to foundation movements. Vegetation
can hold moisture in soil and create excessive pressure on the foundation system. In order to reduce the risk, bushes,
shrubs, and trees should be carefully removed by an experienced professional. Care should be taken to not further
disturb or damage the existing foundation system.
Planters and other surface features which could retain water should be eliminated and properly graded to reduce
the possibility of moisture infiltrating around the foundation.
Job# 2022-11158 (#34912) 9100 W Jewell Ave STE. 200
193 Buds Way Lakewood, CO 80232
Parachute, CO 81635 720-440-9450
www.dlengineer.com
2022-11158 Observation Letter Page 3 of 4
SITE VISIT PHOTOS
Figure 1: Cracking of the concrete slab in various places around the building.
Figure 2: Steel walls bowing inwards in various places around the building.
Job# 2022-11158 (#34912) 9100 W Jewell Ave STE. 200
193 Buds Way Lakewood, CO 80232
Parachute, CO 81635 720-440-9450
www.dlengineer.com
2022-11158 Observation Letter Page 4 of 4
Figure 3: Cracking of the foundation wall in various places around the perimeter of the building.
DISCLAIMER
In as much as the site review of an existing structure for the purpose of observing the structure conditions requires
that certain assumptions be made regarding existing conditions and because some of these assumptions may not
be verifiable without expending additional sums of money or destroying otherwise adequate or serviceable portions
of the building, the Client agrees that, except for negligence on the part of the Engineer, the Client will hold harmless,
indemnify and defend Engineer from and against any and all claims arising out of the professional services we have
provided.
If you should have any further questions, please feel free to contact me at (720) 440 -9450 or
dlemier@dlengineer.com.
Sincerely,
Daniel LeMier, PE
Daniel
LeMie
r PE
Digitally signed
by Daniel
LeMier PE
Date:
2022.04.03
17:04:57 -06'00'