HomeMy WebLinkAboutSFRA2019-0261 (2) DATE OF ISSUANCE:
r e x e s PERMIT#: I�Q Q Q I
BUILDING PERMIT APPLICATION
(PLEASE PRINT LEGIBLY-COMPLETE ENTIRE FORM)
JOB ADDRESS: 1523 Bennington Court SUITE #
LOT: 8 BLOCK: 8 SUBDIVISION: Dove Landing Addition
BUILDING CONTRACTOR(company name): James Bond Complete Foundation Repair
CURRENT MAILING ADDRESS: 11825 Donore Ln
CITY/STATE/ZIP: Dallas, TX 75218 PH:#214-621-8771 Fax#214-365-0446
PROPERTY OWNER: Ted Duncan
CURRENT MAILING ADDRESS: 1523 Bennington Ct
CITY/STATE/ZIP: Grapevine, TX 76051 PHONENUMBER: 240-855-8108
PROJECT VALUE: $ 5, 7 0 0 . 0 0 FIRE SPRINKLERED? YES NO
WHAT TRADES WILL, BE NEEDED?(Check ones that apply)ELECTRIC_ PLUMBING— MECHANICAL
DESCRIPTION OF WORK TO BE DONE: Installation of piers
USE OF BUILDING OR STRUCTURE: Residential
NAME OF BUSINESS: N/A
Total Square Footage under roof: 1, 649 Square Footage of alteration/addition: 700
❑ I hereby certify that plans have been reviewed and the building will be inspected by a certified energy code inspector in accordance with
State Law. Plan review and inspection documentation shall be made available to the Building Department(required for new buildings,
alterations and additions)
❑ I hereby certify that plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review.
Control Number: (Not required for 1 &2 family dwellings)
❑ I hereby certify that an asbestos survey has been conducted for this structure in accordance with the regulatory requirements of the Texas
Department of Health.
(REQUIRED FOR DEMOLITIONS,ADDITIONS AND OR ALTERATION TO COMMERCIAL AND PUBLIC BUILDINGS)
I hereby certify that the foregoing is correct to the best of my knowledge and all work will be performed acco g to the documents approved by
the Building Department and in compliance with the City Of Grapevine Ordinance regulating construction. 4t is nderstood that the issuance of
this permit does not grant or authorize any violation of any code or ordinance of the City Of Grapevine. I IAJRTAERMORE UNDERSTAND
THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPE4ACC SHtI BY T E CITY,AND THAT THE
DESIGN PROFESSIONAL/OWNER IS RESPONSIBLE FOR OBTAINING SUCH AP E AP ROPRIATE STATE AND
OR FEDERAL AGENCY(S).
PRINT NAME: James Bond SIGNATUR
PHONE#: 214-621-8771 EMAIL:
❑ CHECK BOX IF PREFERRED TO BE f4NTACTED BY E-MAIL
THE FOLLOWING IS TO BE COMPLETED BY THE#MDING INSPECTION DEPARTMENT
Construction Type: Permit Valuation: $574r5 • Setbacks ADDroval to Issue
Occupancy Group: R 3 Fire Sprinkler: YES NO — Front: — Electrical —
Division: Building Depth: — Left: — Plumbing —
Zoning: R- •b Building Width: — Rear: — Mechanical —
Occupancy Load: Right:
Plan Review A rovaL Date: I �2 5^I q Building Permit Fee:
Site Plan Approval: Date: Plan Review Fee:
Fire Department: Date: Lot Drainage Fee:
Public Works Department: Date: Sewer Availability Rate:
Health Department: Date: Water Availability Rate:
Approved for Permit: Date: I • 2$' 1nj Total Fees:
Lot Drainage Submitted: Approved: Total Amount Due: I
P.O.BOX 95104,GRAPEVINE,T MN(817)414]165 O:POPWWPEPNITAPPIIC ONS 1/02-Re..11104,Sge,]/Ui,11108,1/11
City of Grapevine
P.O. Box 95104
Grapevine, TX 76099
(817) 410-3165 Voice
(817) 410-3012 Fax
BUILDING --- RESIDENTIAL ALTERATION
Issue Date: August 13, 2019
PROJECT DESCRIPTION: Install (19) Piers [APPROVED TO ISSUE PER DON]
PROJECT #
SFRA-19-0261
(817) 410-3010
Inspections
www.mygov.us
Permits
LOCATION LEGAL
1523 Bennington Ct.
Grapevine, TX 76051
Dove Landing Addition Blk 8 Lot 8
*05567424*
CONTRACTOR
James Bond Complete Foundation Repa
11825 Donore Ln
Dallas, TX 75218
(214) 621-8771 Phone
(214) 365-0446 Fax
(214) 454-7730 Mobile
OWNER
Zachary Haskin
1523 Bennington Ct
Grapevine, TX 76051
AVAILABLE INSPECTIONS
Building Final (required)
INFORMATION
* CONSTRUCTION TYPE VB
* OCCUPANCY GROUP R-3
* ZONING DISTRICT R-5.0
**APPLICANT NAME James Bond
**APPLICANT PHONE NUMBER 2146218771
APPROVED TO ISSUE ELECTRIC NO
APPROVED TO ISSUE MECHANICAL NO
APPROVED TO ISSUE PLUMBING NO
County Tarrant
Fire Sprinkler System?N/A
Square Footage 1649
VALUATION 5700
FEES TOTAL =$ 224.50
*Building Permit Fee (Value)$ 224.50
PAYMENTS TOTAL = $ 224.50
James Bond Complete Foundation Repa
(James Bond)
Other on 08/13/2019
Note: CC5288
($224.50)
NOTICES
1) ALL work must be done in compliance with the 2006 INTERNATIONAL
BUILDING CODE.
2) A copy of the signed permit and approved plans must be on site at all times.
3) The project address must be clearly posted at the job site.
READ AND SIGN
I hereby certify that the foregoing is correct to the best of my knowledge and all
work will be performed according to the documents approved by the Building
Department and in compliance with the City of Grapevine Ordinance regulating
construction. It is understood that the issuance of this permit does not grant or
authorize any violation of any code or ordinance of the City of Grapevine. I
FURTHERMORE UNDERSTAND THAT PLANS AND SPECIFICATIONS ARE
NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITY, AND
THAT THE DESIGN PROFESSIONAL / OWNER IS RESPONSIBLE FOR
OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR
MYGOV.US City of Grapevine | BUILDING --- RESIDENTIAL ALTERATION | SFRA-19-0261 | Printed 08/14/19 at 5:08 p.m. Page 1 of 3
EXPRESS Foundation Inspection, LP F-6795 Bus: 972-495-0890
2201 Vicksburg Dr.
Sachse, Tx. 75048 Fax: 972-530-7610
Date: 01/14/2019
To: Mr. James Bond
James Bond Complete Foundation Repair
Reference: Foundation Inspection
1523 Bennington Ct.
Grapevine, Tx 75051
Dear Mr. Bond,
This report is to document the results of foundation inspection at the above referenced address on
01/14/19 per your request. Unless otherwise stated, No plans were reviewed, No soil tests, No
plumbing tests, and No destructive tests were performed. This report is Not for litigation purposes.
Please review the 'Limitations of Inspection' section at the end of this report.
OBSERVATIONS:
For the purpose of discussion in this report assume that the residence faces south. This residence is
a two-story house with a slab-on-grade foundation.
Elevations were taken by James Bond Foundation Repair and indicated the foundation has
experienced an overall elevation differential of 1.5 inches (see attached drawing). It is
important to note that it is impossible to know how much of this difference is due to differential
movement or was present when the foundation was first built. Foundation measurements were made
with a digital manometer.
CONCLUSION:
The house has experienced settlement of the foundation. Settlement is due primarily to
desiccation of highly expansive clay soils that are known to exist in this area of the state. This is
usually caused by trees or landscaping too close to the foundation, or by seasonal climate variations,
or by inadequately compacted fill material.
Trees or landscaping too close to the foundation removes moisture from the soil under the
foundation. This is known as transpiration.
Settlement from seasonal variations usually occurs during the hot/dry summer m the when the clay
soil dries out. This is normally seen around the outer perimeter of the foundaf n
Bond, 1523 Bennington Ct., Grapevine.doc t...o.JOHNS
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EXPRESS Foundation Inspection, LP F-6795 Bus: 972-495-0890
2201 Vicksburg Dr.
Sachse, Tx. 75048 Fax: 972-530-7610
Settlement from inadequately compacted fill material usually occurs within the first 10 years of a
buildings life.
To reduce the effects of settlement, a watering program to allow water to soak into the soil around the
foundation is important. Providing uniform soil moisture next to and under your foundation is the
single best thing you can do to reduce or minimize the effect expansive soil movements have on your
structure.
Non-uniform runoff from roof may result in localized heave. Gutter down spouts can cause
concentrated sources of water. Flowerbeds can be localized sources of water if not on all sides of the
foundation. Sprinkler systems can leak resulting in localized water sources.
Plumbing leaks can also cause upheaval. Leaks in the sewer or water lines provide localized source
of water that may lead to upheaval.
RECOMMENDATION:
It is my opinion that the foundation needs 19 piers as shown on the attached drawing. The
affected portion of the foundation can be stabilized to limit any further downward movement by the
installation of piers located at the approximate locations shown on the attached pier plan. Piers
should be placed on beams where possible, to allow for the most effective lift. Pier locations may
need to be adjusted somewhat due to field conditions. Properly installed piers will limit and minimize
the downward portion of the seasonal movement. Underpinning will only prevent future downward
movement; it will not prevent expansive clay soils from upheaval. The floors should be raised or
lowered to affect an even appearance. Complete closure of brick and mortar cracks, sheetrock
cracks, and door correction, should not be expected. Complete leveling of the house should not
be expected. Homeowners should be aware, collateral damage is always possible when lifting
foundations. This damage may include but is not limited to, additional sheetrock cracks,
jammed doors, trim separation, brick, and mortar cracks, foundation cracks, plumbing and
gas leaks.
Adjusting Piers: Should existing piers be present, adjustments may be made to assist in the leveling
of the house.
PLUMBING: The plumbing and gas lines should be checked for leaks after the lift. It is
imperative to have 100% intact plumbing after foundation repair. Any damage to the sewer
system of the house (whether it is the pipes, joints, risers, or otherwise) should be tested and
repaired within 30 days of the completion of any foundation repair, even if the damage is in
the yard near the house or does not result in water loss during normal u e. erio ting of
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EXPRESS Foundation Inspection, LP F-6795 Bus: 972-495-0890
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the entire plumbing system - both high and low pressure systems is recommended. A
sufficient hydrostatic test of your sewer system should include a fill test of your entire system
for at least 20 minutes and include definitive results (no loss, or if loss occurs - how much
loss). If leaks are discovered the entire system should be tested every six months for two
years and every two years thereafter for five years. If inconclusive or differing plumbing
results between one or more licensed plumbers occur, both plumbers should retest
concurrently until a conclusive test result is obtained. Plumbing leaks can undermine a
foundation in such a way that adjusting piers will cause future problems.
VOIDS: If pressure grouting is determined to be necessary it is recommended that a plumbing leak
test be conducted prior to pressure grouting. Depending on beam locations it may be necessary to
add some interior piers if the interior cannot be stabilized with pressure grouting.
MAINTENANCE ITEMS:
TREES / ROOT BARRIERS: (WARNING: Root Barriers can kill trees if they are already
stressed i.e. summer time). Removal of trees too close to the foundation is recommended or a
suitable root barrier placed between the tree and foundation. Plant trees a distance greater
than their mature height from the foundation. If existing trees are closer install a three-foot
deep root/vertical moisture barrier system near the foundation and possibly prune trees if
barrier system is under the drip line of the tree. Water tree roots away from the foundation. If
large roots are believed to already be under the foundation, tree removal or root barriers may
not be completely effective, and future damage may be minimized by adding interior piers in
this area.
SLOPE: Soil upheaval many times is caused by water being allowed to pond near the foundation.
This is why it is essential that the homeowner ensure that the ground surface around the entire
foundation be sloped to allow water to flow rapidly away from the foundation. The slope should be at
a rate of one inch per foot for at least six feet. There should be no place around the perimeter of the
house where water is allowed to pond near the foundation.
FILL DIRT: If it Is necessary to add fill dirt around the foundation, it should consist of soils that
contain a high clay content (not sandy loam, sand, etc.). The fill should slope away from the
foundation at a rate of at least one inch per foot for at least six feet. Soil elevations should be no
higher than 2 in. below brick ledge.
GUTTER DOWNSPOUTS: Extend discharge a minimum of three feet from the foundation. Failure
to extend the discharge may result in upheaval. Use splash blocks or use flexible discharge tubes.
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EXPRESS Foundation Inspection, LP F-6795 Bus: 972-495-0890
2201 Vicksburg Dr.
Sachse, Tx. 75048 Fax: 972-530-7610
These repair recommendations are based on the assumption that the foundation is of normal
strength, construction, and design.
All foundation repairs should be warranted by the repair company to insure against future
downward movement of the piers.
It is recommended that during the installation of piers, the work be spot inspected by an engineer to
ensure the work meets the specifications of the design engineer. Also a final inspection should be
performed to ensure all piers were placed per the specifications of the design engineer. Upon
completion of the inspection the engineer should provide a report verifying the work performed was to
the contractors specifications. These services may be necessary to satisfy mortgage requirements
for FHA and some conventional loans. This service can be provided by EXPRESS Foundation
Inspection Inc., for an additional cost. Please contact us if so desired.
LIMITATIONS OF INSPECTION
This report is written for informational purposes only. It is not intended to be a complete technical
evaluation of this property. The opinions expressed in this report are based on information supplied
by the homeowner and/or an evaluation of current conditions observed at the time of this inspection.
Other problems may become apparent as the seasons and climatic conditions change. There is no
warranty, expressed or implied, concerning this engineering report. Any recommendations included
in this report are only a professional opinion and do not constitute a structural warranty or
performance contract with the purchaser of this report or with any other party. Liability is strictly
limited to the fee paid for this report.
The information in the report supercedes any prior verbal comments made by the engineer. This
engineer will not be responsible for (1) knowledge of subsurface conditions without extensive
geotechnical data derived from onsite drilling and testing of soil samples, (no tests or analysis were
performed on the structure or the foundation soils / bedrock) (2) knowledge of concealed cracks, or
vertical differential displacement of foundation without uncovering the floor by the homeowner (3) any
defects that are covered up due to recent repairs, remodeling or repainting and (4) any other element
such as joists or beams and other structural members that are otherwise not readily available to this
engineer for viewing.
Any recommended repair detailed by this report is based on observations of evident performance of
the facility at the time of this structural survey. Compliance with any code or specification other than
expressly noted is specifically excluded. This site survey and resulting recommendations are based
on conditions as they now exist and do not imply or warrant that any other problems may not become
manifest in the future. Under floor framing inspections of Pier and Beam foundations are limited to
areas accessible. Scope of this inspection is visual only, and does not identify all ama od
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EXPRESS Foundation Inspection, LP F-6795 Bus: 972-495.0890
2201 Vicksburg Dr.
Sachse, Tx. 75048 Fax: 972-530-7610
members; it is limited to general areas where damaged wood is noted. No termite inspection has
been performed.
Unless otherwise noted, this report was prepared specifically for the homeowner and specifically for
the purposes of repair or resale. Permission for use by additional persons for any other purpose, or
by homeowner for another purpose is denied unless stated in writing by this engineer.
This engineer shall have no liability for acts of omissions by the contractor or his subcontractors
performing any work on this project, or the failure of the contractor to perform the work in accordance
with the repair documents. This engineer is not responsible for the construction means, methods,
techniques, sequence, or procedures of the contractor or subcontractors. Stabilizing the foundation
does not mean the foundation will return to its original position, and since the original position is
typically unknown, contractor may not be able to lift to a level or flat surface.
It is known to experienced Professional engineers that the soils in this area are subject to movement,
expansion and/or contraction. This soil movement could possibly cause the foundation to move, even
after the repairs are completed as outlined in the Recommendations. Due to the highly active nature
of soils in the area of this structure, additional heaving of the soil may possibly occur that may
negatively influence the stability of the foundation. Although no warranty is expressed or implied as to
the performance of this foundation, proper maintenance of uniform soil conditions along the perimeter
of this structure should reduce additional problems after the recommendations listed herein have
been completed. However homeowner should be aware that a pier under normal
circumstances, can only stop or prevent future settlement in an area of about a 7-foot radius
from the pier where it is placed directly along a beam, and that additional foundation
movement may occur in the unpiered areas. It should also be noted that some level of risk is
associated with all types of foundations and there is no such thing as a risk free foundation. The
homeowner should be aware, however, that if water leaks occur or erosion continues, the stability of
the foundation would be jeopardized.
Please Contact me if you have any questions concerning this report. Thank you for the opportunity to
provide this service.
Kenneth D. Johnson Jr., P.E., M.ASCE
Texas Professional Engineer
License No. 69247
EXPRESS Foundation Inspection, Inc.
Firm Registration F-006795
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APPROVED PLANS SHALL BE
Address: Date:01:`14119 EXPRESS Foundation Inspection LP-6795
Band, 2201 Vicksburg Dr Bus: 972-d95-0890.
152; Bennington Ct. Sachse. Tx. 75048 Cell: 469-867-2591
irar,ecine- Tx 76051 Fax 97-1-510-8584
DrmingTitle: FoundationEler�ations Page: of
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CONTRACTOR SHALL CALL FOR �� � �•'.cr ys�o'i� .'
ecrrara INSPECTIONS: \lS/0NAl S-r
f€11 T} 410-3010
CONTRACTOR REGISTRATION WILL BE REVOKED UPON
PERMIT EXPIRATION.
Combination: Steel starter
k\all concrete top
• iM
CITY OF GRAPEVINE
RELEASED FOR CONSTRUCTION -
SHEET: OF:
RELEASE DOES NOT AUTHORIZE ANY WORK IN
NFUCT WITH THE BUILDING CODE OR ZONING ORDINANCE.
CITY APPROVED PLANS TO BE KEPT ON
THE JOB SITE AT ALL TIMES
DATE: BY:
SUILOM INSPECTION DMSION:
RELEASE DOES NOT APPLY TO CONSTRUCTION IN
EASEMENTS OR PUBLIC RIGHT-0E-WAY.
EXPRESS Foundation Inspection LP-6795
Bond, 22ti1 Vicksburg Dr Bus: 972-495-0890.
1 ra� Bine-Tx on 51t. Sacltse, Ts. 75048 Celt: 469-867-259_;
Gripes ire.Ts 76tt�1 Fax 972-30-8584
I)mwingTitle: pier detail Page: of
August 7, 2019
James Bond Complete Foundation Repair
11825 Donore Lane
Dallas, TX 75218
RE: Foundation Repair, 1523 Bennington Ct.
Dear Applicant:
On January 21, 2019 a foundation repair application was submitted to this office
for review for the above referenced address. Our records indicate that your
permit request has expired. Your permit was never issued. If you wish to proceed
with this project new applications and plans must be submitted.
Performing work without a permit is a violation of city ordinance, regardless of
whether or not an application has been made, and could result in the revocation
of your contractor’s registration for a period of not less than one year, and up to a
$2,000.00 fine. Additionally, failure to obtain your permit within 180 days of
application has resulted in the expiration of the permit.
Sincerely,
Connie Cook
Development Services Assistant
Development Services Department
The City of Grapevine P.O. Box 95104 Grapevine, Texas 76099 (817) 410-3165
Fax (817) 410-3012 www.grapevinetexas.gov
AUG 13 2019
EXPRESS Foundation Inspection, LP F-6795 Bus: 972-495-0890
2201 Vicksburg Dr. Cell: 469-867-2593
Sachse, Tx. 75048 Fax: 972-530-7610
Date: 01/23/2019
To: Mr. James Bond
James Bond Complete Foundation Repair
Reference: Compliance Letter
1523 Bennington Ct.
Grapevine, Tx 75051
Dear Mr. Bond,
This report is to document the results of my final inspection at the above referenced address. Piers
have been installed on a portion of the foundation. These piers have been placed in accordance with
the underpinning plan prepared by James Bond Complete Foundation Repair, or as modified due to
on-site conditions. The piers holes were backfilled with soils from the site.
In conclusion, the piers have been properly installed in accordance with a method typical to
the industry. Some floors may only be raised as far as is feasible without causing more damage to
the structure or beams. However, the foundation in the areas where piers have been placed should
be stable, and cosmetic repairs can be made to minimize the cosmetic discrepancies. It is not known
if plumbing and gas lines have been checked following these repairs. It is the responsibility of the
homeowner to have these tests performed. If leaks are found they should be repaired immediately.
Based on our experience -After any foundation work it is imperative to check the plumbing
regularly (i.e. every six months for the first year and every year thereafter)
This engineer shall have no liability for acts of omissions by the contractor or his subcontractors
performing any work on this project, or the failure of the contractor to perform the work in accordance
with the repair documents. This engineer is not responsible for the construction means, methods,
techniques, sequence, or procedures of the contractor or subcontractors. Stabilizing the foundation
does not mean the foundation will return to its original position, and since the original position is
typically unknown, contractor may not be able to lift to a level or flat surface.
Homeowner should be aware that a pier under normal circumstances, can only impact an area of
about a 7-foot radius from the pier, and that additional foundation movement may occur in the
unpiered areas. It should also be noted that some level of risk is associated with all types of
foundations and there is no such thing as a risk free foundation. This work as to address
foundation corrections only in the locations where the repairs werreg on d. re a many
variables that can negatively impact the stability of a foundat ,., a ite are tree roots,
Bond, 1523 Bennington Ct., Grapevine fina1.dAJ0,D. JOHNSON,:R.
Page 71 69247
1/23/2019 �I�FS'•�E?StiN�a�
AUG 13 2019
EXPRESS Foundation Inspection, LP F-6795 Bus: 972.495-0890
2201 Vicksburg Dr. Cell: 469-867-2593
Sachse, Tx. 75048 Fax: 972-530-7610
plumbing leaks, inadequate drainage conditions, original foundation design and construction,
inadequate moisture maintenance by the homeowner, etc.
It is the responsibility of the foundation repair contractor, James Bond Complete Foundation
Repair, to furnish the homeowner with a valid warranty.
Please Contact me if you have any questions concerning this report. Thank you for the opportunity to
provide this service.
Kenneth D. Johnson Jr., P.E., M.ASCE
Texas Professional Engineer
License No. 69247
EXPRESS Foundation Inspection, Inc.
Firm Registration F-006795
OF.,..�.Y'
Bond, 1523 Bennington Ct., Grapevine final.d&( ,,D JOHNSON,JR
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