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Home My WebLink AboutSFRA2026-002523DATE OF ISSUANC JK-; RECEIVED: 06/24/2026 26-002523 PER -311T #: 914 HUMMINGBIRD TRAIL 1INSTALL 4 FOUNDATION PILINGS BUILDING PERMIT APPLICATION (PLLASE PRINT LFGHILY- COMPUTE ENTIRE FORNI) JOB ADDRESS: 914 Hummingbird Trail SUITE 4 I,)ynamic 'rw-o%!'ToTFi11c'T lTmh_e Park, Space 914 LOT: BLOCK: SUBDIVISION: BUILDING CONTRACTOR (company name): Olsban Foundation Repair . . ....... 1614 Bluebank Road CURRENT MAILING ADDRESS: CITY/STATE/ZIP: Dallas. TX 75229 PH: # 682-333-8879 Fax # PROPERTY OWNER: Bonnie Schmidt 914 Hunningbird Trail CURRENT MAILING ADDRESS: CITY/STATE/ZIP: Grapevine, TX 76051 PHONE NUMBER: 682-333-8879 PROJECT VALUE: $ 2100.00 FIRE SPRINKLERED? YES NO WHAT TRADES WILL BE NEEDED? (Check ones that apply) ELECTRIC — PLUMBING— MECHANICAL DESCRIPTION OF WORK TO BE DONE: Foundation Repair - Install 4 Pilings Residential USE OF BUILDING OR STRUCTURE: NAME OF BUSINESS: Total Square Footage under roof: Square Footage of alteration/addition: • 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: I (Not required for I & 2 family dwellings) 0 1 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 PROFESSIONAL/O'*NNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL AGENCY(S). PRINT NAME: Teresa Wise SIGNATURE O� HO682-333-8879 teresaWise,,,,�wiseconsultingservices.corn CHECK BOX IF PREFERRED TO BE CONTACTED BY E-MAIL THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT L .. . . . ...... Permit Valuation: $ Setbacks Approval v) Issue e ;, �- Construction1,*,' - -- -------- Occupancy Group: Fire Sprinkler: YES NO Front: Electri�,xf' Building Dejth: Left: Plurtt6ing Division: .......... Zonin,: � Building WidthRear: L:�,:�1 .- --- Occul-,,ancy Load: Grease Trap Rid J lood BuildinL,, Permit Fee: 'Plan Review Approval: Date: I Site Plan Approval: Date:-,.--,.-, Plan Review Fee: Fire Department: Date: Lot Drainage Fee: Public Works Department: c ate: Sewer Availabil& Rate: Health De,)artment: Date. Water AvailabilitRate: Approved for Permit: Date: -Total Fees: Lot Drainage Submitted: Approved: Total Amount Due: City of Grapevine PO Box 95104 Alteration Grapevine, Texas 76099 817) 410-3166 Project Project Description: Foundation Repair - Install 4 Filings Issued on: 06/3012026 at 9:57 A ADDRESS INSPECTIONS 914 Hummingbird `I'ri. 1. Building Final Grapevine, TIC 76051 i LEGAL INFORMATION FI L Rssood Estates Bilk 2 **APPLICANT DAME (Individual) Lot 63 *02580381 * .*APPLICANT PHONE NUMBER APPLICANT E-MAIL PERMIT HOLDER Teresa Wise VALUATION 01shan Foundation Rea Square Footage it * CONSTRUCTION TYPE (72) 238-1600 * OCCUPANCY GROUP COLLABORATORS DOCUMENTS - MISC 01 • Teresa Wise Olshan Foundation DOCUMENTS - MISC 02 Repair * ZONING DISTRICT (972)238-1600 E OWNERS William Coe Building Permit Fee, {$150.00 Thompson Flat Fee} Simple Alteration I TOTALS IRXW T, s Teresa Wise 823338879 2500 12 VB R-3 914HummingbirdTrailPeritplicatio.p df 14Humrnin birdTrall-OlshanDARev.pdf -7.5 TOTAL PAID DUE $ 150.00 15100 $ 150.00 $ 150.00 $150,00 $ 0.00 HEREBY CERTIFY THAT O+...GOING IS OrrECT TO THE BEST ...... MY KNOWLEDGE AND ALL WORK WILL BE PERFORMED ACCORDING TO THE DOCUMENTS APPROVEDBY THE BUILDING DEPARTMENT AND IN COMPLIANCE GRAPEVINE ORDINANCEREGULATING CONSTRUCTION. ylrU... 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 1.. OWNER IS RESPONSIBLE ....6 FOR OBTAINING SUCH APPROVAL FROMTHE APPROPRIATE STi AND fir, FEDERAL [ _ Page 1/2 MYGOV.US 26-002523, 06130/2026 at 9:57 AM Issued by: Sandra Brandt June 30, 2026 Signature Gate City of GrapevineBuilding - Residential Alteration Project If 6-00252 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 sites NOTES > 24 HOUR INSPECTION METRO (317) 10- 01 , CUT OFF TIME FOR A.M. INSPECTION IS 7:30 A.M. ___ CUT OFF TIME FOR P.M. INSPECTION IS 12: 0 P.M. IT ISSUED IN ACCORDANCE WITHAPPLICATION FILE IN THIS I . Page 2/2 MYGOV.US 26-002521 06/30/2026 at 9:67 AM Issued by: Sandra Brandt DUNAWAY July 6, 2026 Olshan Foundation Solutions 1614 Bluebank Road Dallas, Texas 75229 3" Wdcre t Drive, Suite 440 Hourton, Tax., 77042 P: 832-24 3771 P 832-240 M4 TBPE #F-1114 w .dun y.com Subject: Review of Foundation Repairs at 914 Hummingbird Trail, Grapevine, Texas 76051 Job number: As requested by Olshan Foundation Solutions, we have reviewed the repair proposal and installation data from Olshon Foundation Solutions regarding the repairs made to the above referenced residence. Olshon Foundation Solutions presented the repaired portion of the foundation using 4 exterior hybrid piles beneath the above referenced location for our review. The pile locations and spacing as represented were found to be in general compliance with industry standards, and generally in accordance with Olshon Foundation Solution's proposal based on the field data provided to us by Olshon Foundation Solutions. In our opinion, the piling depths in conjunction with the pile driving force as reported by Olshon Foundation Solutions are generally appropriate for this type of structure and for the area where the work is being performed. The repair work performed to the subject location 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 movement 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 waronty. 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 not a loss in the load bearing capacity of the soil beneath the foundation. Soils should be graded such that there is positive drainage away from the foundation or a drainage system can be installed to prevent water from pending around the foundation. A foundation maintenance program is recommended which can be found at www foundationoertormancP ora_ We appreciate being of service. If you have any questions or require additional information, please contact the undersigned. Regard S MEGAN M. H U G H E S Megan HughC�s, PE TTj,yo, 40655 DUNAWAY ASSOCIATES, LLC a Texas limited liability company 1%j NNA� P 07/06/2026 STTracking Shest 'er to Zip Code Data to determine # of steel segments for Heaviest 8 Lightest Test Holes Q19 t14YwVnin�lol(�IrtYI Tress: Job#: ZDD tarvisor. 6Y V1n<�f�051 a Heaviest Lightest I :es: Base 15 15 1 Lightest (L) hole from CAD Minus BHD 3 3� D = Depth of Hole to Grade Minus CS 11 6 Total Depth to ground level I =Calc Steel Sgmts 1 4 T Post Install Pressure Test # of Steel Wash PP# BHD Symts IWI PSI PIPT 1 S I -�ocv 2 3 3 s _I moo 4 3 s .5 "T7i 8 I1 19 1 1 1 1 to Iit1 112 13 y 1 14 1 15 I I 16 I 17 1 18 1 1 19 I 20 I I 21 22 23 24 25 1 1 26 27 If 281 III 29 I ` 30 I�dl #of PSI at Total Cable #Angle Pro -Lift Post Lift c Tinders Refusal De h Le h Iron Msrmt Msrmt SPV Initials 1 I� 3 1hG I d._I DUNAWAY I 1 4 Total Pilings 4 Exterior Interior 8 / 9 Depth , 8K / 8K PSI I I h .4.4.13