The URL can be used to link to this page

Home My WebLink AboutSFRA2026-000117D RECEIVED: 01/15/2026 ATE OF ISSUANCE: GROVINE 26-000117 3110 FOX RUN DR PERMIT #: E X INSTALL 23 CONCRETE PILINGS BUILDING PERMIT APPLICATION J�, JOB ADDRESS: 3110 Fox Run Dr LOT: BLOCK: . ...... .... . ... . .... SUBDIVISIOA: BUILDING CONTRACTOR (company name): Structured Foundation Repairs CURRENT MAILING ADDRESS: 13301 Trinity Blvd #133 CITY/STATE/ZIP: Euless PH: # 9724841200 CURRENT MAILING ADDRESS: � tL_ f Lx r I VPFYAI■6 wow"A PROJECT VALUE: $1 s,,ni FIRE SPRINKLERED? YES NO x WHAT TRADES WILL BE NEEDED? ELECTRIC PLUMBING MECHANICAL DESCRIPTION OF WORK TO BE DONE: install 23 concrete oilinns to stabilize foundation Total Square Footage under roof: Square Footage of alteration/addition: 384 sq f t • 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 I & 2 family dwellings) Ll 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 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 pern-dt 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 7M THE APPROPRIATE STATE AND OR FEDERAL AGENCY(S). PRINT NAME: -Laura _Lea_Cnr_1 -y SIGNATURE, PHONE#: q7?4R41?00 EMAIL: peLmitq@qtriirtiirpdfniinda±_ BOX IF PREFERRED TO BE CONTACTED BY E-MAIL THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT .... ... . ..... .... ... Construction Type: Permit Valuation: $ Setbacks Approval t1) Issue Occul)ancy Group: 7 Fire Sprinkler: YES NO Front: Electric,�I/ I Division: Building Depth: Left: Plumb Ifig Zoning: Building Width: i Rear: Me0anical Occupancy Load: Right: Plan Review. Approval: Date:', Build L119 —Pe t Fee: Site Plan Approval: Date: Plan Review Fee: Fire Department: Date: Lot Drainage Fee: .... ...... �P�blic Works Department: Date: Sewer Availability Rate: Health Department: Date: Water Availability Rate: Approved for Permit: Date: Total Fees: 7 Lot Drainage Submitted: Approved: Total Amount Due: P.O. BOX 95104, GRAPEVINE, TX 76099 (817) 410-3165 OFORMSTSPERMITAPPLICATIONS 1102-ROM 1104,5106,2107,11/09,4111 City of Grapevineidential PO Box 95104 Alteration" Grapevine, Texas 76099 817} 410-3166 Project # 26-000117 µ �" ProjectDescription: Install 23 concrete pilings to stabilize foundation ELECTRONIC REVIEW t Issued on: 01/30/2026 at 10:44 AM INSPECTIONSADDRESS 1 3110 Fox Run Dr. Grapevine, TX 76051 1. Building Final LEGAL INFORMATION I L S Stone Gate Three **APPLICANT NAME (individual) Thomas Kidd Addition Blk 2 Lot 10 A 10 **APPLICANT PHONE NUMBER 9724841200 520 2 APPLICANT E-MAIL *0642287* VALUATION 1 PERMIT5200 L * CONSTRUCTION TYPE VB Thomas Kidd * OCCUPANCY GROUP -3 Structured Foundation epalrs, INC. DOCUMENTS - MISC 01 3110 Fox GRAPEVINE ap.pdf (972) 484-1200 DOCUMENTS - MISC 02 3110 Fox Run Dr. Grapevine Texas.pdf * ZONING DISTRICT -7. COLLABORATORS ® Thomas Kidd FEE TOTALI Structured Foundation Repairs, INC. Building Permit Fee, ($150.00 $ 150.00 150.00 150.00 (972) 484-1200 i Fiat Fee) Simple Alteration TOTALS $150.00 $150.00 $0.00 OWNERS - Gerald Eck READ AND SIGN I HEREBY CERTIFY THAT THE FOREGOING ••' OF MY KNOWLEDGE AND ALL WORK WILL BE PERFORMED ACCORDING TO THE DOCUMENTS APPROVED BY BUILDING`` COMPLIANCE WITH THE CITY OF GRAPEVINE ORDINANCE REGULATING CONSTRUCTION. IT IS UNDERSTOOD THAT THE ISSUANCE OF ORDINANCEDOES NOT GRANT OR AUTHORIZE ANY VIOLATION OF ANY CODE OR OFOF .,. APPROVALI 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 FROM APPROPRIATE , • OR • .,L Page 112 MYGov.us 26-000117, 01/30/2026 at 10:44 AM Issued by: Amanda Robeson U179WIMAWWWW"11.1 Aledo. Texas `6008 817-374-3559 I RECEIVED 01115.2026 26-000117 3110 FOX RUN DR INSTALL 23 CONCRETE PILINGS .. .. . ....... Initial Ret)ort for Foundation Assessment Date: January 13. 2026 Attention: Structured Foundation Repair (The Client) i Subject: Foundation Review 3 110 Fox Run Dr., Grapevine. Texas Authorization and Scppe;, Nortier Engineering Consultants, LLC'( ' NEC*) has been retained by the Client to perform an evaluation of the slab on grade foundation system of the 2 story residential home with brick veneer located at the subject address referenced above. This report provides guidance as, to whether or not the existing foundation system is in need of repair. The report also proposes a reconuirended plan if repairs are needed. Conclusions!Spqc ' i ' fi " c Recommendation: ' ' NEC' performed a visual evaluation of the foundation for the subJlect property on I / 13/20216, NEC' also performed a floor survey using a Zip -level Pro-2000 series. collecting relative floor elevations. to aid in surface topography mapping of the floor(s). Elevations shown are adjusted for the type of flooring encountered to reflect a consistent measuring plane. The map of the existing floor elevations can be seen in the figure attached to this report. Based on review of the foundation, and reasonable professional engineering opinion, we've determined that movement of the foundation has occurred and should be repaired. Although complete levelness cannot be guaranteed. or may not be attainable. the proposed plan should improve the performance of the foundation. It is recommended that twenty-three (23) piers be installed as indicated on the figure(s) attached to this report. Locations of internal piers [if needed] are intended to be approximate. The ('ontractor should locate the beams and place internal piers accordingly. Furthennore, the proposed foundation repairs shall meet or exceed Chapter 4 of the 2021 International Residential Code (IRC), as it relates to foundations and any local applicable amendments to the IRC*. This report is solely based on inforniation gathered during our site visit on 1 / 13/2026. and does not take into consideration any changes in condition of the foundation of soils after the date NvIrich the information wasgathered. ...... ...... --- . . ...... . ........................ --- ................ T' R 0 V i D E 3, (3 f A M D S E A L E D L E 17 E FRI F R Oki R E G � S TER E 0 C f,! G � KI EE R APPRO'V'AL OF PIER IN�CTALLATIONt "AlHEN 1000 Buck Dobbs Rd.. Aledo. Texas 81'7-374-3559 hifWi-t,Nortierl1c.coiii General Recommendations: It is reconuireirded that a guttering system be installed if the house does not have gutters. Installing a guttering system will direct water away from the foundation and reduce the potential for ground erosion near the foundation footing. It is also recommended that the plumbing systems be checked after any repairs are made to the foundation system. Vertical movement of the foundation system can impose stresses on the plumbing infrastructure and cause leaks. It is recommended that soil grading be maintained such that the bottom portion of the foundation is below grade. as per the goven ring code and a watering system be utilized around the perimeter of the house. Fluctuations in moisture content of the soils near the foundation of the house can cause differential movement. If the moisture content is kept consistent. the potential for differential movement is mitigated. Furthennore, grading around the perimeter of the building should be maintained as sloping away from the foundation at a minimum of 6 inclies, fall within the first 10 feet from the foundation. Stich grading configuration should prevent localized water accumulating around areas of the foundation. Saturated soils decline in bearing capacity and can result in differential movement of the foundation. Limitations: This report is intended for information purposes only. and the sole use of the client and lor homeowner. The scope of this report is limited to the items related to the foundation system only, and it is understood that detection of all existing or potential defects is not feasible for this type of evaluation. The intent of this report does not include judgment out any of the superstructure, detached buildings. retaining or privacy walls, concrete reinforcement andlor site drainage. In addition. the scope of this report excludes material and soil sampling/testing procedures and as such were not performed. The report is not to be used by others for any purpose without our written consent. Compliance with any code or specification other than as expressly noted in this report is specifically excluded. It is the responsibility of any Contractor to abide by any other applicable codes or specifications. No warranty for any repairs, future foundation performance, structure, vegetation. or soils, at the sultject property are offered by this report, nor does this report imply any liability to NEC. nor Daneel Nortier, PE for any work to be performed as a result of this report. It is understood that soils in this area experience movement due to moisture fluctuations. Such soil movement could cause the foundation to move after the recontineirded repairs have been made. Any provided floor elevation data and recommended actions are based on soil conditions as they exist at the time of the evaluation. 'INTEC does not warrant or imply that other problems may not occur in the future. No warranty, expressed or implied. is made or intended and the limit of liability shall be limited to the fee paid for this report at the time of evaluation. Report Prepared by: Nortier Engineering Consultants. LLC Texas Engineering Finn (17- 16800) L/13/2026 Darreel Nortier, P.E. Professional Engineer (TX# I I "1 15 7) C A F' 0F Rt T'PR0 Vik L cqK. NS A, LATION GH�N �s 4"'CMh'pt ET:F ...... ...... . ........ .... - ............ ......... ......... — ... J ..... .. . . ............ Existing breakout New pier Stress crack SP Separation Photograph Label Oft loft 2011 A I 0 it -,F 0# . ..... .......... %.. P A�E,. RTiER 0o..%.0........... .... 1/13/26 3110 Fox Run Dr By: DN Grapevine, Texas 3-�Rf-)VIDIE SIGNED -6,Nff-I '-�--'ALED LE-'T=-;R CDbRRWIIN.:� srrE WIiPFO-FOiN AND OP PIE;P !N,.3` ALLAT)ON IMIEK WORK I�i M-1 SP 14 -0,2 -0,9 -0-2 -1.4 Zero Garage -0,8 SP -4,2 A '3,6 A A -2.7 W �W IMF —Tile cracking -02 fIOo O. O'l -0.2 LM a i�E L: Slab- Foundation Footing,-' MP No= building shall be supported with ".ulo, es as shown, however. a OF AW .... .... .. EEL CiRTlER . ........ ... 12/30/25 Reinforcing steel caber-_z _VT5r_: SIGNGO AND SEALED LETTER IFROU RZEG_3!-_TCnRCD ENGUNCEfER _44 AND Cf_-jNF:RMlNG Si--_ ;NFPE--',Tk_ i'%PPYROVAL OF PIER lrd�_MLLAT MN IA,14EN 'i VVO R: K IS COP0 P L ET elation Footing I= Concrete Block "Tap -cap" \—Solid 6" Diameter by 12" long Precast Concrete Cylinder, A) Single Pier for 1 Story B) Double Pier for 2 Story For normal spacing (See notes for additional information) OUR WNEIRIM ONSUITANTS LLC Lia