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Home My WebLink AboutSFRA2025-000864 WEVINE, .'T h X A I JOB ADDRESS: 9M BLOCK: SUBDIVISION: BUILDING CONTRACTOR (company name): Structured Foundation Repairs CURRENT MAILING ADDRESS: 13301 Trinity Blvd #133 CITY/STATE/ZIP: - E . uless PH: # 9724841200 PROPERTY OWNER: ;J,� � I SUITE # PROJECTVALUE: FIRE SPRINKLERED? YES NO x WHAT TRADES WILL BE NEEDED? ELECTRIC PLUMBING MECHANICAL DESCRIPTION OF WORK TO BE DONE: Install 9 concrete pilin(�s to stabilize foundat-i-qn— or.'Turflmrlll�- Total Square Footage under roof: -,, . . . .......... . . .. .. ..... . . Square Footage of alteration/addition: .11;F Ll 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 shalt be made available to the Building Department (required for new buildings, alterations and additions) 0 1 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) El 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 PROFESSIONAL/OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL OM THE APPROPRIATE STATE AND OR FEDERAL AGENCY(S). 7 PRINT AME: I Ai I ra I A-a-Car-j-ey SIGNATURE PHONE#. q7?4R41?f)0 EMAIL: CHECK BOX IF PREFERRED TO BE CONTACTED BY E-MAIL G IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT THE FOLL6WiN** Construction T,. re: t/j Permit Valuation: $ Setbacks A�lproval to Issue Occuj�anc\ Group: !Fire Silrinkler: YES NO Front: Electrical Division: i Building Depth: Left: Plumbin-- Zoning: Rear: Building Width: Mechanical Occu,)anc%, Load: i Ri-ht: Building Permit Fee: Plan Review Arproval: I)ate: Site Plan Ai,j)roval: Date: Plan Review Fee: Fire Department: Date: Lot Drainage Fee: Public Works Denartment: Date: Sewer Availability Rate: Health Dei kartment: Date: Water AvailabilitN Rate: Approved for Permit: Date: Total Fees: - - - - ---------- Lot Drainage Submitted: Approved: Total Amount Due: . ..... . . ................. P.O. BOX 95104, GRAPEVINE, TX 76099 (817) 410-3165 0:FORMS\DSPERMITAPPLICATIONS 1102-Rev.11/04,5106,2/07,11/09,4/l1 ADDRESS 2922 Creekwood Dr S, Grapevine, TX 76051 LEGAL Creekwood Estates Addition Blk 1 Lot 37 A 1a12 S Creekwood Estates Addition Block 1 Lot 37 & A207 Tr 1a12 PERMIT HOLDER Thomas Kidd Structured Foundation R epairs, INC. (972) 484-1200 COLLABORATORS •Thomas Kidd Structured Foundation Repairs, INC. (972) 484-1200 OWNERS •Family Trust Rose INSPECTIONS 1 1. Building Final INFORMATION FIELDS **APPLICANT NAME (Individual)Thomas Kidd **APPLICANT PHONE NUMBER 9724841200 APPLICANT E-MAIL VALUATION 7230 * CONSTRUCTION TYPE VB * OCCUPANCY GROUP R-3 DOCUMENTS - MISC 01 APPLICATION.pdf DOCUMENTS - MISC 02 ENGINEERED PLAN.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). March 11, 2025 City of Grapevine PO Box 95104 Grapevine, Texas 76099 817) 410-3166 Building - Residential Alteration Project # 25-000864 Project Description: Foundation Repair, Install (9) Concrete Pilings [ELECTRONIC REVIEW] Issued on: 03/11/2025 at 8:33 AM MYGOV.US 25-000864, 03/11/2025 at 8:33 AM Issued by: Connie Cook Page 1/2 000 Buck Dobbs Rd- Aledo. Texas -6008 W-374-3559 M'ENIEHM` WNSVIMHfs LIE 11 Initial Report for Foundation Assessment Date: March 5. 2025 Attention: Structured Fouridation Repair (The C'lient.) Subject: Foundation Review 2912 S C'reekNvood Dr.. Grapevine, Texas Authorization and Scope: Nortier Enp-ineering C'cnisultants. LLC (.NEC') has been retained by the C'fient to perform a review 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 wheilier or not the existing foundation system is in need of repair. The report also proposes a recommended plan if repairs are needed. Conclusions, Specific Recommendation: NEC performed a visual examination of the foundation for the subject property on 3 -;-1025, NTEC also perfornied 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 shoiNn are adjusted for the type of flooring encountered to reflect a consistent measuring plane. The wrap 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 settlement of the foundation has occurred and should be repaired. Althou!-h complete levelness cannot be guaranteed. or may not be attainable. the proposed plan should improve the performance of the foundation. It is recommended that nine (9) 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 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 .1 5:,2025. and does- not take into consideration any clianges in condition of the foundation or soils after the date which the information was 2athered. RE i ED 1T:2025 25-000864 2922 CREEKWOOD DRIVE S FOUNDATION REPAIR 000 Bijck Dobbs Rd- Aledo. Texas -6008 W-374-3559 WNSVIIAHfs LIE General Reconiniendations: It is reconiniended that a 2utterilig systern be installed if the house does not have gutters. Installing a glittering systeiii will direct water away from the foundation and reduce the potential for ground erosion near the foundation footing. It is also reconiiiiended that the plunibing systems be checked after any repairs are made to tile foi indation I I systern. Vertical movement of the foundation systein cart inipose -stresses oil the plumbing infrastructure Brand cause leaks. It is reconiniended that soil grading be maintained such that the bottom portion of the foundation is below gra& as per the go-,,-et-iiiii- code and a watering system be utilized around the perrineter of the house. Fluctuations ill moisture content of the soils near the foundation of the house can cause differential settlellielit. If the moisture content is kept consistent, the potential for differetitial movement is mitigated. Furtherniore. grading around the perimeter of the building should be maintained as sloping away froin the foundation at a iiiininfurn of 6 inches fall within the first 10 feet froin the foundation, Such grading I- I configuration should prevent localized water accuirfulating around areas of the foundation. Saturated -oils decline in bearing capacityalid call result in differential settlement of the foundation, Limitations: This report is intended for information purpose,,, only, and the sole use of the client and, or holneowlier, The scope of this report is Iiiinted 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. Tile intent of this report does not include judgifient on any of the superstructure. detached buildings. retaining or privacy walls. concrete reiriforcenient and,'or site drainage. In addition. the scope of this report excludes material mid soil sailiplinglesting procedures and as such were not performed. The report is not to be used by others for any 7 purpose without our written consent. Compliance with any code Or specification other than as expressiv, noted in this report is specifically excluded. It is the respo'nsibilim, of any Contractor to abide by any other applicable codes or specification,,,. No warranty for any repairs, future foundation performance. structure. vegetation. or soils at tile subject property are offered by this report, nor does this report imply any liability to NEC'. nor Darnel Nortler. PE for any Nvork to be perforniedas a result of this report. It is understood that soils in this area experience aloVenient due to moisture fluctuations. Such soil movement could cause the foundation to move after the recoininended repair,, have been made. Any provided floor elevation daita and recommended actions are based oil soil conditions as they exist at the tinie of the evaluation. NEC' does not Warfallt Of illlpIV that other problems may not occur in the future.No xvarrairty. expressed or iniplied, is made or intended and the fin it 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 (F- 16800) 5)10,; Daneel 'Nortier. P.E. Professional Engineer (TX�-,l 13 1 -57) OF 4 # ..... .......... (;RIT 1ER .... . ..... ........ ... New pier Stress crack SP Separation Photograph Label Wood deck 40 0 Y -0,9 -0,5 -0A -1- Oft loft 20ft A I C) F -47 It + Or EE� . . ..... ....... 03/05/25 By: DN IN so _02 _0.0 Zero -0.4 Zero -0.2 0,2 0.6 0.0 01 -3.5 -4.9 -5,5 -3.2 4.3 _5A ffi W, Garage -3.0 41 -5.6 2922 S Creekwood Dr Grapevine, Texas -0A Em ALL CHANGIES RE-QUIR!E I APPROVAL QF: REV.SED PLANS -2,0 ED AN F O�X E tAGN% 0 A U_ f E- F C C3 N F I R lei I M G S I YE' f N S� P C F 10 M5 A NO VVORK K_% COMPII.GTE CoVORIMR INCINEIRINC CONS UANTS [EC M I M building shall be supported with double piers as shown. however, a single pier may be used if spacing does not exceed 6'-0" OF '. , - fT 'W 'W ..... ..... .......... 04 10 EEL ORTIER *I BMW ,--Slab im \—Precast Concrete Block ..Top cap, \ —Solid 6" Diameter by 12" long Precast Concrete Cylinder. A) Single Pier for I Story 5) Double Pier for 2 Story P. i F`WUXIVz-OG&JIF0 4ft!D S'FALED LEIIEA For normal spacing E'FR (See notes for additional information) FROM REGISTRED FtG%IFF I I -T'WWAI Precast Concrete Piling Detail Diagram Not to scale NORTTIR INGIN[RINo' CONSULTANTS ILC "--Reinforcing steel rebar---