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Home My WebLink AboutSFRA2025-003903RECEIVED: 10/13/2025 DATE OF ISSUANCE:• 25-003903 2923 Canyon Dr PERMIT #: 25-003903 INSTALL (10) PILINGS FOR FOUNDATION ELECTRONIC REVIEW BUILDING PERMIT APPLICATION (TLE SE PRENF17 LEGIBLY— CONiMETE ENTIRE FOWNf} JOB ADDRESS: 2923 Canyon sum .# Text LOT: BLOCK: SUBDIVISION: BUILDING CONTRACTOR (company name): Structured Foundation Repairs CURRENT MAILING ADDRESS: 13301 Trinity Blvd #133 CITY/STATE/ZIP: Euless pH; # 9724841200 Fay # PROPERTY OWNER: Savannah Templet n CURRENT MAILING ADDRESS: 7923 C_ A Tun _ CITY/STATE/ZIP: G ra0avi nQ Tx 7svix;l PHONE NUMBER: 9724u 20 PROJECT VALUE: $ 12, ms • AN FIRE SPRINKLERED? YES NO x_ WHAT TRADES WILL BE NEEDED? cCiea ones that I ELECTRIC PLUMBING MECHANICAL, _ DESCRIPTION OF WORK TO BE DONE: install 10 concrete pilings to stabilize foundation USE OF BUILDING OR STRUCTURE: rPs i d ,n r P NAME OF BUSINESS: Total Square Footage under roof: Square Footage of alteration/addition: —Q a � q f + ❑ 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 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 PROFESSIONALIOWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL THE APPROPRIATE STATE AND OR FEDERAL AGENCY(S). PRINT NAMlr E: ay ra I Pa n rl Pv SIGNATURE�OM PHONE #: Q72dpd1 7A01 EMAIL: prmi is@a IF PREFERRED TO BE CONTACTED BY E-MAIL THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT 1 Construction Type: V j3 1 Permit Valuation: $ Setbacks Approval to Iss Occupanc}- Group: Fire Sprinkler: YES NO Front: Electrical % Division: _ Building Depth: I Left: Plumbing - Zoning: Z ��? . Building Width: Rear: Mechanical Occupancy Load: Right: Plan Review Approval: Y%..,, -rp%— Date: 10-'40-2-5 Building Permit Fee: 150.00 j 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: Total Fees: Lot Drainage Submitted: Approved: Total Amount Due: 150.00 P.O. BOX 96104. GRAPEVINE TX 7609016171 4100.3106 O:FORWDSPEPURAPPMATIONS t W-ReV.11 5pa.2bP.11ftAh1 City of Grapevine Building - Residential PO Box 95104 AlterationkTV jE Grapevine, Texas 76099 *tf s 817) 410-3166 Project # 25-003903 Project Description: 2923 Canyon install 10 concrete pilings to stabilize foundation (ELECTRONIC REVIEW] Issued on: 10/21/2025 at 8:13 AM ADDRESS INSPECTIONS 1 2923 Canyon Dr. Grapevine, TX 76051 1. Building Final LEGAL INFORMATION FIELDS Oak Creek Est BIk 9 Lot 17 **APPLICANT NAME (Individual) Thomas Kidd *01985213` **APPLICANT PHONE NUMBER 9724841200 APPLICANT E-MAIL Permits@structuredfoundation. Thomas Kidd VALUATION 12265 Structured Foundation R Square Footage gp epairs, INC. * CONSTRUCTION TYPE VB (972)484-1200 * OCCUPANCY GROUP R-3 COLLABORATORS DOCUMENTS - MISC 01 2923 Canyon GRAPEVINE ap.pdf • Thomas Kidd DOCUMENTS - MISC 02 2923 Canyon Rd. Grapevine Texas.pdf Structured Foundation Repairs, INC. * ZONING DISTRICT R.7.5 (972) 484-1200 FEE TOTAL PAID DUE OWNERS Building Permit Fee, ($150.00 • Brandon Templeton 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). Page 1/2 MYGOV.U$ 25.003903, 1012V2025 at 8:13 AM Issued by: Courtney Cogburn ALL CHANGES REQUIRE APPROVAL OF REVISED 1000 Buck Dobbs Rd-, PLANS Aledo, Texas 76008 �EC 817-374-3559 APPROVED PLANS SHALL BE Info(a7Nortierilc.com KEPT ON JOBSITE AT ALL TIMES aama pBN[[06 02flRlll3 UL Initial Reoort for Foundation Assessment Date: October 7, 2025 r T:wI%�- MONDAY - SATURDAY ONLY MO WORK PERMITTED ON SUNDAY Attention: Structured Foundation Repair (The Client) CONTRACTOR SH4ll CALL FOR INSPECTIONS Subject: Foundation Review lenlatoaoto 2923 Canyon Rd., Grapevine. Texas a VE ono uaoN vEaMiT EXPI nl ITIT oNE Authorization and Scone: Nortier Engineering Consultants, LLC (NEC) has been retained by the Client to perform an evaluation of the slab on grade foundation system of the 1 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 recommended plan if repair are needed. Conclusions/Sripcifrc Recommendation NEC performed a visual evaluation of the foundation for the subject property on 10/7/2025. 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 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 ten (10) piers be installed and polyurethane foam be injected as indicated on the figure(s) attached to this report. Locations of internal piers [if needed] are intended to be approximate. The Contractor should locate the beams and place internal piers accordingly. Furthermore, 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 information gathered during our site visit on 10/7/2025, and does not take into consideration any changes in condition of the foundation or soils after the date which the information was gathered. CITY GRAPEVINE THIS PAGE RE QOIFF g7j7))/; 7J(JfJ RELEA E DOES F!(11A�UiH0f1IL�ANYW(JHK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE PROVIDE SIGNED AND SEALED LETTER CITY APPROVIEID��2 YNB TO BE KEPTON THEJOB ft AT ALL TIMES. FROM REGISTERED ENGINEER CONFIRMING SITE INSPECTION AND 10/20/2025 1:22:43 PM APPROVAL OF PIER INSTALLATION WHEN BY: KELLY TAFT TSBPE: 1-3971 WORK IS COMPLETE BUILDING INSPECTION DIVISION: RELEASE DOES NOTAPPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT-OF-WAY RECEIVED: 10/1312025 25LO03903 ALL CHANGES MUST BE APPROVED. 2923 Canyon Dr INSTALL (10) PILINGS FOR FOUNDATION 1000 Buck Dobbs Rd, Aledo, Texas 76008 817-374-3559 Info(a7Noniedle-com MINCC General Recomp fnl3aLions mended : It is recomt 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 haply 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) 10/7/2025 Daneel Nortier, P.E. Professional Engineer (TX#113157) PROVIDE SIGNED AND SEALED LETTER FROM REGISTERED ENGINEER CONFIRMING SITE INSPECTION AND APPROVAL OF PIER INSTALLATION WHEN WORK IS COMPLETE CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT Wllll THE BUILDING CODE OR ZONING ORDINANCE CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES. 10/20/2025 1:28:38 PM BY: KELLY TAFT TSBPE: 1-3971 Drive BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT-OF-WAY ALL CHANGES MUST BE APPROVED. New Pier i Photograph Label Oft loft loft r r I 10/7/25 By: DN Drive Concrete I I .2,3 -1 4 -0.2 0.9 1 7 Polyurethane Foam 0.3 0.2 �Ineclion Garage -1.7 -1.6 -02 1.0 -0.5 -5.5 -5.3 -4.3 -0.2 0.1 Y Zero -6.0 -5 6 0.2 0.2 09 Recessed 0022 -54 -5.4 oe 0.3 0.2 0.5 fin -04 -0.1 0.2 � Aw -0.4 0.6 0.9 WW PROVIDE SIGNED AND SEALED LETTER FROM REGISTERED ENGINEER CONFIRMING SITE INSPECTION AND '.. APPROVAL OF PIER INSTALLATION WHEN WORK IS COMPLETE 2923 Canyon Dr �CC Grapevine, Texasxoen v asuAwes mxwu�ers us CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES 10/20/20# 1:28:51 PM BY: KELLY TAB T //y' ; Slab BUILDING INSPECTION DIVISION' RELEASE DOES NOT APPLY TO CONSTRUCTION IN EA SEMENTS OR PUBLIC RIGHTAF..W --- ALL CHANGES MUST BE APPROVED NOTES 1) Piles shall be driven to refusal 2) Foundations supporting a 2 story building shall be supported with double piers as shown, however, a single pier may be used if spacing do" not exceed 6'-W Ing N.a .Top cap" lid 6" Diameter by 12" long Precast Concrete Cylinder. A) Single Pier for 1 Story B) Double Pier for 2 Story For normal spacing PROVIDE SIGNED AND SEALED LETTER (Sae notes for additionalinfonnalion) FROM REGISTERED ENGINEER CONFIRMING SITE INSPECTION AND APPROVAL OF PIER INSTALLATION WHEN WORK IS COMPLETE 1/21/24 I Precast Concrete Piling Detail Diagram f�CC Not to Scale NUNTIEN ENSINEENINN CONSULTANTS US einfarcing steel reps T CITY OF GRAPEVINE CONFR TWIT 4EHJB?fL IN CODEORZ KING CONFLICT WDH THE BUILDING CODE OR ZONING ORDINANCE CITY APPROVED PLANS 7n Vj. J.PT ON THE JOB SITE AT ALL TIMES 10/20/2025 1:24:27 PM BY: KELLY TAFT TSBPE: 1-3971 BUILDING INSPECTION DIVISION: RELEASE DOES NOTAPPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT-OF-WAY ALL CHANGES MUST BE APPROVED. PROVIDE SIGNED AND SEALED LETTER FROM REGISTERED ENGINEER CONFIRMING SITE INSPECTION AND APPROVAL OF PIER INSTALLATION WHEN WORK IS COMPLETE