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Home My WebLink AboutSFRA2025-001179ADDRESS 1065 Woodbriar Dr Grapevine, TX 76051 LEGAL Winding Creek Estates Addition Blk 11 Lot 31 A 31 S220 11 Winding Creek Estates Addn Block 11 Lot 31 PERMIT HOLDER Thomas Kidd Structured Foundation R epairs, INC. (972) 484-1200 COLLABORATORS •Thomas Kidd Structured Foundation Repairs, INC. (972) 484-1200 OWNERS •Jessica B Jestis INSPECTIONS 1 1. Building Final INFORMATION FIELDS **APPLICANT NAME (Individual)Thomas Kidd **APPLICANT PHONE NUMBER 9724841200 APPLICANT E-MAIL VALUATION 9150 * CONSTRUCTION TYPE VB * OCCUPANCY GROUP R-3 DOCUMENTS - MISC 01 1065 Woodbriar GRAPEVINE ap.pdf DOCUMENTS - MISC 02 1065 Woodbriar Dr. Grapevine Texas.pdf * ZONING DISTRICT R-7.5 FEE TOTAL PAID DUE Building Permit Fee, ($150.00 Flat Fee) Simple Alteration $ 150.00 $ 150.00 $ 150.00 TOTALS $ 150.00 $ 150.00 $ 0.00 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 FEDERAL AGENCY(S). April 07, 2025 City of Grapevine PO Box 95104 Grapevine, Texas 76099 817) 410-3166 Building - Residential Alteration Project # 25-001179 Project Description: Install (13) Concrete Pilings for Residential Foundation Repair [ELECTRONIC REVIEW] Issued on: 04/07/2025 at 3:51 PM MYGOV.US 25-001179, 04/07/2025 at 3:51 PM Issued by: Connie Cook Page 1/2 1000 Buck Dobbs Rd., Aledo, Texas 76008 817-374-3559 info@nortierllc.com Final Evaluation Report for Foundation Repair Date: May 21, 2025 Attention: Structured Foundation Repair (The Client) Subject: Foundation Review 1065 Woodbriar Dr., Grapevine, Texas Authorization and Scope: Nortier Engineering Consultants, LLC (NEC) has been retained by the Client to perform an evaluation of the slab on grade foundation for a 2 story residential home located at the subject address in conjunction with foundation repairs performed by the foundation repair Contractor. This report serves as confirmation that repairs have been done, provides information on the post-lift condition of the foundation, and provides our reasonable professional opinion on the repair measures taken to improve the foundation performance. This report does not take into consideration any changes to the condition of the foundation or the surrounding soils after the date the evaluation was performed. Foundation Repair Details: The Contractor installed concrete piers to which the purpose of the installed piers is to improve the performance of the foundation by providing support at the piered locations in an effort to achieve relative levelness of the slab. The repairs performed conform to Chapter 4 of the 2021 International Residential Code (IRC), as it relates to foundations and any local applicable amendments to the IRC. It is understood that absolute levelness may not be achievable after repairs. Data and Observations: NEC performed a visual evaluation of the foundation for the subject property on 5/21/2025. 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 post-lift floor elevations can be seen in the figure attached to this report. Based on the data gathered and our professional engineering opinion, the repairs performed by the Contractor have improved the foundation to be within slope tolerances generally accepted as industry standards. 1000 Buck Dobbs Rd., Aledo, Texas 76008 817-374-3559 info@nortierllc.com General Recommendations: It is recommended 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 governing 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. Furthermore, grading around the perimeter of the building should be maintained as sloping away from the foundation at a minimum of 6 inches fall within the first 10 feet from the foundation. Such 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/or 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 on any of the superstructure, detached buildings, retaining or privacy walls, concrete reinforcement and/or 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 subject 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 recommended 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. NEC 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 Firm (F-16800) 5/21/2025 Daneel Nortier, P.E. Professional Engineer (TX#113157) 1 1