HomeMy WebLinkAboutSFRA2025-004046 EULIVED: 10/23/2025
25-004046 DATE OF ISSUANCE:
914 HUMMINGBIRD TRAIL
FOUNDATION PERAIrr #:
. . . . .... .... ....
BUILDING PERMIT APPLICATION
JOB ADDRESS: 914 Hummingbird Trail
LOT: 63 BLOCK.- 2 suBwasioN. Russwood Estates
BUILDING CONTRACTOR (compsky -name): 01shan Foundation Repair
CURRENT MAELING ADDRESS: 1614 Bluebank Rd
.. . ............ .....
C1Ty/STATE/ZIP: Dallas, TX. 75229 PH:# 972-238-160t
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CURRENT MAELING ADDRESS: 914 Hummingbird Trail
cyry/STATE/zip: Grapevine TX 76051 , PHONE NUMBER]
um
PROJECT VALUE: S-- FIRE SPRINIMERED? YES NO_
WHAT TRADES WILL BE NEEDED? ELECTRIC PLUMBING MECHANICAL
DESCRIPTTON OF WORK TO BE DONE: Foundation Repair -install 15 Pilings
114 It" It 111 11
City of GrapevineBuilding
PO Box 95104Alteration
,M
Grapevine, Texas 76099
817 410-3166
Project # 25-004046'
Project Description: Install (15) concrete pilings to stabilize at
foundation [ELECTRONIC REVIEW]...°
Issued on: 10/30/2025 at 3:06 P
ADDRESS
INSPECTIONS
914 Hummingbird Trl. i
Grapevine, TX 76051
1. Building Setback
3. Building Pier
2. Building Foundation/Footing
4. Building Final
LEGAL
Russood Estates Blk 2
INFORMATION I L S
Lot 63
S
—APPLICANT NAME (individual)
Teresa Wise
*02580381*
**APPLICANT PHONE NUMBER
6823338879
IT L
APPLICANT -MAIL
Teresa Wise
Olshan Foundation Repa
VALUATION
110
it j
Square Footage
500
(972) 238-1600
* CONSTRUCTION TYPE
V
C LL T S
* OCCUPANCY GROUP
-3
• Teresa Wise
DOCUMENTS - MISC 01
914 Hummingbird Trail - Permit
Olshan Foundation
Application.pdf
Repair
DOCUMENTS - MISC 02
914 Hummingbird Trail - Olshan DA
(972) 238-1600
Rev.pdf
* ZONING DISTRICT
-7.5
OWNERS
" William Coe
FEE
TOTAL PAID DUE
Thompson
Building Permit Fee, ($150.00
150.00 $ 150.00 $ 150.00
Flat Fee) Simple Alteration
TOTALS
$150.00 $150.00 $0.00
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_ Page 1/2
MYGOV.US 25-004046, 10/3012025 at 3:06 PM Issued by: Amanda Robeson
THE DESIGN PROFESSIONAL / OWNER IS RESPONSIBLE FOR OBTAINING
SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL
AGENCY(S).
October 30, 2025
Signature Date
City of Grapevine Building - Residential Alteration
Project # 25-004046
NOTICES
1) ALL work must be done in compliance with the 2021 INTERNATIONAL BUILDING CODE.
**ALL work ISSUED prior to January 1, 2024, must be done in compliance with the 2006 INTERNATIONAL
BUILDING CODE.
2) City Approved Stamped Plans must be on -site for ALL INSPECTIONS.
3) Project address must be clearly posted at the job site.
NOTES
> 24 HOUR INSPECTION NUMBER
METRO (817) 410-3010, CUT OFF TIME FOR A.M. INSPECTION IS 7:30 A.M. --- CUT OFF TIME FOR P.M.
INSPECTION IS 12:30 P.M.
> PERMIT ISSUED IN ACCORDANCE WITH APPLICATION ON FILE IN THIS OFFICE.
Page2/2
MYGOV.US 25-004046, 10/30/2025 at 3:06 PM Issued by: Amanda Robeson
25-004046
914 HUMMINGBIRD TRAIL
FOUNDATION
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October 21), 2025
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APPROVAL OF REMSI',ED
PLANS
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Megan Mc1er-not'e. FE
DUNAWAY ASSOCIATES, LLC
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A`M[l S�-,:ALPI", LETT�-FRI
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®rFoundation Reoair Co.
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Since 1933 DATE:
OCTOBER
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#-#(_rNIEI :_—ViNER3N A,',, I E / A E "I CID RESS,
BONNIE CHMIDT
14 HUMMINGBIRD TRAIL
GRAPEVINE, TEXAS 76051
$ qT I P GR; PE"AN
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P f•��..,"r>. w�',s'C'��t.�si .,. ,r%, C�i^w'rB,„,°'s.�. ,.,
.. OR 444 REBAR `
WITH" MIN. COVERAGE '"�. ,.+ �1v,
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f MEGAN M. MCLEMORE i
a,a MaC a.L OF i Ia°R MTAI,»L'I0I«'a Wdt. .11.
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USE 245 OR 444 REINFORCING BARS ASTM A-615 GRADE 60 WITH
MIN. 3" COVER,
12" DIAMETER DRILLED PIED.
PIERS ARE TO BE DRILLED TO A MINIMUM DEPTH OF 10'-12' OR TO
ROCK, WHICHEVER OCCURS FIRST OR PER GEOTECH ENGINEERS
RECOMMENDATION.
PIERS TO BE SPACED NOT GREATER THAN 3` O.C.
HAUNCH BASE TO BE APPROXIMATELY 4-5 SCE. FT. IN AN AREA WITH
AN OVERALL THICKNESS OF APPROXIMATELY 12".
CONTRACTOR TO MECHANICALLY RAISE PERIMETER BEAM TO
APPROXIMATE ORIGINAL GRADE, OR AS PRACTICAL, & POUR A 1 "
DIAMETER PIER BETWEEN BASE OF BEAM AND HAUNCH.
ALL CONCRETE TO BE STEEL REINFOCED & CONTAIN A MINIMUM OF
FIVE (5) SACKS OF CEMENT PER CUBIC YARD OF CONCRETE, WITH
MINIMUM STRENGTH OF 3000 PSI AT 23 DAYS.
1200 Y'dl't,i.. rest D,�,ve� �?� Suite 44�.' v �f""J4�,���a..1�'I ��i�if' � Y i°, 42
...............
FIOUNDATION CONSULTANT: HGPA�-(-'�WNER S, NAfAE/ADE)RESS:
BONNIE SCHMIDT
PHONE:: 972-238-1600 914 HUMMINGBIRD TRAIL
Since 1933 DATE: OCTOBER 2025 GRAPEVINE, TEXAS 76051
Foundation Reoair Co.
.. . . . . ..... .. .... .......•.... .... . .. .... .... . .. .... .. ...... ... ...... .. .. .. .. .. .. .. .. .. .. .. .. .. .. ..
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*PROPOSED PIER (9 PIER WBREAKOUT X PREWOUS WORK
............ .
A
November 13, 2025
Olshan Foundation Solutions
1614 Bluebank Road
Dallas, Texas 75229
3200 NOe, Sude 440
houston" fe,13S 77042
832-240-3`71
832-240-2 724
TBP�2: #;-I '; 14
Subject: Review of Foundation Repairs at 914 Hummingbird Trail, Grapevine, Texas 76051
Job number:
As requested by Oishan Foundation Solutions, we have reviewed the repair proposal and
insfallation data from Olshan Foundation Solutions regarding fhe, repairs made to fhe above
referenced residence. 01shan Foundation Solutions presented the repaired f-)ortion of the
foundation using 15 exterior hybrid piles beneath the above referenced location for our review.
The pile locations and spacing cis represented were found to be in general compli(--ince with
industry standards, and generally irt accordance with 01shan Foundation Solution's proposal
based art the field data provided to us by Olshan Foundation Solutions.
In our opinion, the Failing depths in conjunc-:flon with the pile driving force as reported by Ofshan
Foundation Solutions are generally appropriate tot, this type of sfructure and for the area where
the work is being performed. The repair work performed to the subject locafion is believed to
have been acceptably completed, based on the Information provided by Olshan Foundation
Solutions, in accordance with good industry practice for foundation repair work using hybrid
piles and meets or exceeds the 2021 IRC. The repairs performed on the subject location should
be expected to minimize the foundation settlement observed prior, to the foundation repair
work. In instances where partial repairs are performed, meaning the entire foundation has not
been underpinned, potential differential n-tovernent may occur. It should be noted that partial
repairs modify the design of the foundation and while partial repairs are generally accepted
industry practice the possibility of future movement should be recognized. Non -supported areas
are not covered for downward foundation movements by the contractor's warranty.
The future performance of the foundation system on the subject location should function as
generally intended, provided proper soil moisture is maintained and there is hot a loss in the load
bearing capacity of the soil beneath the foundation. Soils should be graded such that there is
positive drainage away fron) the foundation or a drainage system can be installed to prevent
water from ponding around the foundation. A foundation maintenance program is
recommended which can be found at
We appreciate being of service. If you have any questions or require additional information,
please contact the undersigned,
Regards,
O.F.
C
......... .........
f MEGAN M. MCLE ORQ
................ M
........... : Ile
140655
SIOALA NX
11/13/2025
CLST Tracking Sheet
Refer to 7Code Data to determure 9 of steel segmen's for Heaviest 8 Lighteyt Test Holes
T-< ZCD
Address, �p Job
MEN=
Weaviest Lightest
Notes: Base 15 115
Hit- 1 Lightest ,L I hole from CAD iMinus BHD 3 3
BHD = Dupthof Hokto GraOe "-"'w"Ius ("S I 1� 81
TD 7 1 otal De p1h to ground ievel M Caic- Sue! Sp'n-,,s 1 4
PiFT Post Ins" "I pressure 1"est
Stem Wash # of P'sl at ToW Cable # Ang!e Prv-Lilt Post Uft Y.
IPP BHO Sgmts (W) pst P;p'r msm'.t sr mm.t SPA W-Oa i�:s
Lin�es Pefusaa',, Dep"n Length IrDp.
40�1
LCOO
1V
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r4) Q
ve
51
L) 05
v
DUNAWAY
15 Total Pilings
15 Exterior
24
0 interior
2 G
m
�l
9 12 Depth
6500 / 8000 PSI
..... .. ................... ......... ........................................