The URL can be used to link to this page

Home My WebLink AboutSFRA2025-004755GRAI.'ININE 01 JOB ADDRESS: IX07" RECEIVED: 12/18/2025 DATE OF ISSUANCE: 25-004755 1451 THISTLEWOOD LANE PERM #: FOUNDATION REPAIR IT BUILDING PERMIT APPLICATION `,7 rm'77,S 7 1 1451 Thistlewood Ln. BIIILDIIIG CONTRACTOR (company name): Cortez Foundation Repair CURRENT MAILING ADDRESS: 6802 Hot springs ct CITY/STATE/ZIP: Dallas TX 75241 PROPERTY OWNER: Francisco Porras CITYSTATE/ZIP: -PH: # 2147151840 MUM I PHONE NUMBER: 8175287012 PROJECT VALUE: $ 4000 FIRE SPRINKLERED? YES NO_ WHAT TRADES WILL BE NEEDED?:,-r:� ELECTRIC PLUMBING MECHANICAL 10r.111011 Total Square Footage under roof: - 1447 Square Footage of alteration/addition: 1447 N 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) 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 I & 2 family dwellings) N 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 %ESIGN PROFESSIONAL/OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND SIR FEDERAL AGENCY(S). PRINT NAME: Francisco cortez SIGNATURE PHONE 4t: 214-715-1840 EMAIL: 0, CHECK BOX IF PREFERRED TO BE CONTACTED BY E-MAIL HE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTIO N DEPAMT11EVA Construction Tvj%e: V f',� Permit Valuation: 1:1— Setbacks Approval to Issue Occupanc y Group: Fire Sprinkler: YES NO j Front: Electrical Division: Buildin&, Depth: i Left: Plumbin,(,, Zonini-a: uil B din- Width: Rear: Mechanical,' Occupancy Load: Right: Hood Plan Review Approval: v Date: BuildinL, Permit Fee: Site Plan Approval: Date: Plan Review Fee: Fire Department: Date: Lot Drainage -,e 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: P.O. BOX 95104, GRAPEVINE, TX 76099 (817) 410-3165 OFORMMI)SPERWAPPLICA11ONS 110241W.1 1/04,5/06,2/07.11/09.4/11,2119 City of Grapevine Building - Residential PO Box 95104 Alteration Grapevine, Texas 76099 817) 410-3166 Project # 25-004755 Project Description: Residential Foundation Repair — Install tr (10) concrete pressed piers [ELECTRONIC REVIEW] Issued on: 12/30/2025 at 4:56 PM ADDRESS INSPECTIONS 1451 Thistlewood Ln. Grapevine, TX 76051 1. Building Final LEGAL INFORMATION FIELDS Dove Crossing Bik 4 Lot 26 —APPLICANT NAME (individual) Francisco Cortez A 26 "APPLICANT PHONE NUMBER 2147151840 S2204 APPLICANT E-MAIL *05570026* VALUATION 4000 PERMIT HOLDER * CONSTRUCTION TYPE VB Francisco Francisco Cort * OCCUPANCY GROUP R-3 ez Cortez foundation repair DOCUMENTS - MISC 01 1451 Thistlewood Ln - Application.pdf (214) 715-1840 DOCUMENTS - MISC 02 NEC Initial Evaluation 1451 Thistlewood Ln. Grapevine Texas.pdf COLLABORATORS ZONING DISTRICT R-5.0 - Francisco Francisco Cortez FEE TOTAL PAID DUE Cortez foundation repair Building Permit Fee, ($150.00 $150.00 $150.00 $150.00 (214) 715-1840 Flat Fee) Simple Alteration TOTALS $150.00 $150.00 $0.00 OWNERS • Francisco Porras READ AND SIGN TENANTS I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF • Michelle Applegate 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.US 25-004755, 12130/2025 at 4:56 PM Issued by: Amanda Robeson December 30, 2025 Signature Date City of GrapevineBuilding - Residential Alteration Project # 25-004755 NOTICES 1) ALL work must be done in compliance with the 2021 INTERNATIONAL BUILDING CODE. *BALL work ISSUED prior to January 1, 2024, must be done in compliance with the 2006 INTERNATIONAL BUILDING . ) City Approved Stamped Plans must be on -site for ALL INSPECTIONS. 3) Project address must be clearly posted at the Job site. NOTES INSPECTION METRO(17) 10- 010, CUT OFF TIME FOR A.M. INSPECTION IS 7: 0 A.M. --- CUT OFF TIME FOR P M. INSPECTION IS 1:30 P.M. a PERMIT ISSUED IN ACCORDANCE WITHAPPLICATION !L THIS I . •' ! 1` •` *:' i• �' �` :, r r �r it :i' !a �" i. i ■. i � � ` i ` r f r 1 r r � r: iti R ' r Page 2/2 MYGOV.US 25-004755, 12130/2025 at 4:56 PM issued by: Amanda Robeson 1000 Buck Dobbs Rd_ Aledo. Texas `6008 817-374-3559 LEM iiifatl 11ortierIle,coln NA Initial Report for Foundation Assessuient. 26�Uw REQ1,WRE Date: 7: �,,f', A, 7 December 3. 202 NA, P L A!"Ji S Attention: Francisco Cortez (The Client) P L F Slitiject: Foundation Review 14 � I Thistlewood LiL. Grapevine. Texas Authorization and Scope: Nortier Err ineeiirI2 Consultants. LLC (NEC') has been retained by the Client to performa review of the 9 C'ontractor's plan (fated 12/1/2025 for the slab on grade foundation system of the 2 story residential home with brick veneer located at the subJect address referenced above. This report provide,., guidance as to whether or not the existing foundation system is in need of repair. The report also proposes a C, I recommended plan if repairs are needed. ConchisionSpecific Recommendation: NEC performed a review of the C'ontractor's plan for the foundation for the subject property on 12 2025The Contractor also performed a floor sure-ey rising a Zip -level Pro-2000 series, collecting relative floor elevations. to aid in surface topography mapping of the floor(s). Elevations shown are a(tiusted 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. z I Based on review (if the C'oiitractor*s plan for the foundation. and reasonable professional engineering opinion, we've determined that settlement of the fbiurdation has occurred and should be repaired. Although complete levelness cannot be guaranteed. or may not be attainable, the Contractor's proposed plan should improve the perforniance 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 Eye approximate. The Contractor should locate the beans 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 from reviewing the C'ontractor's plan. and does not take into consideration any changes in condition of the foundation or soils after the date which the information was rathered. PF,10VHDE S�GNSD SEALED Lt-T" 1r-_z_` SWTE NSPECTION &h.10 AFP--,K)VAL O�- 1,1,115�TA[.LAT!0`,N, �AIHEN Ny~REVCEIV�ED`:::,: 12!1&2025 25-004755 1451 THISTLEWOOD LANE FOUNDATION REPAIR 1000 Buck Dobbs Rd,. ledo. Texas ''6008 817-374-355 iaatcs tt NiiEk� n,lzddlu tS15b'tiNS tit General Recommendations: It is recotntnended that a guttering system be installed if the house does not have glitters. Installing a guttering system will direct water acyay front 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 rtiade to the foundation system. Vertical movement of the foundation system cats impose stresses oil the plumbing infrastructure and cattle 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 lioaase. Fluctuations ill moisture content of the soils near the foundation of the house can cause differential settlenietit. If the ritoisture 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 niiiiiinum of 6 inches fall within Tile first 10 feet trout the foundation. Such graditag configuration should prevent localized water accumulating around areas of the foundation. Saturated soils decline in bearing capacity and can result ill differential settlement of the foundation. Limitations: This report is intended for inforniation purposes only. and the sole use of the client and,'or homeowner. The scope of this report is limited to the itenis related to the foundation system only. and it is understood that detection of all existirig or potential defects is not feasible forthis type of evaluation, The intent of this report does not include udguient 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 sainpl na testing, procedures and as such were not performed. The report is not to Tie used by others for any, purpose without our written consent. Compliance with any code or sp�ecificatiori other titan 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 supiject property are offered by this report. nor does this report imply any liability toNEC. nor Darteel Not -tier, 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 oil sail 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 iniptliecl, is made or intended and the limit of liability shall be limited to the fee paid for this report at the time ofevaluation. Report Prepared 3y: Nortier Ertgineerhig Consultants. LLC Teas Engineering Finn F-16i00) 1>'3 °202; Daneel Nortier. P.E. Professional Eiigineer ("T =113 ; i) ..M..,... ,.., .a^ C ' i 1 E ,� ds ;NE[) t AM) , ,Y , §wY,.,. , „ f ,, y...... iw.,_........................... .................... ................................._...........p..........._..,.....w,..._,,...,,.....,,.........,..,.....,...,...................... .... M.... ...... .... lift loft 20ft L , A, 11 1 OF 4 # ',tit ..... ..... ........... A5 EEL ORTIER . .. .. ........ :, 11 15 1 12/3/25 By: BKM -07 0.0 0.1 OA O.5 0,6 -0,9 -0,3 01 0.3 -13 -03 O'o 03 -0,6 -2.1 -0.3 -0'1 0.2 0.1 -5,7 -3,9 -14 0.1 0,3 61 -43 -3,9 02 0.0// -0' :.111 U, 14'j N A'T F 1164 ia -6-0 -4,6 -4.4 '0A IP R OV I IDIE SIGME70 AND SEAL-!-=D LE77-CR FRS{ G i I �I L' R E � 'D E. G I N E SE R CO,,,PHR-401-1G S!TU 'N'SPECYiOY--! NI D APPROVAL CYP PIER If-STAU'Alf-I-C&I C Min :Ft9k7Qj 1451 Thistlewood Ln Grapevine, Texas J, Slab-/ Foundation Footing� M 011111110M building shall be supported with double piers as shown, however. a single pier may be used if spacing does not exceed OF Ili ..... ..... . EEL OPTIER '-,,—Reinforcinq steel rebar LIT f A -PAP, pit MMMGM im Concrete Block "Tup-cap- ti \—Solid 6" Diameter by 12" long Precast Concrete Cylinder. A) Single Pier for 1 Story B) Double Pier for 2 Story For normal spacing I!' 0YUs E S i Q � M-E D A P4 0 _E .4 LE (See notes for additional information) AN, ROVAI CW PUR RISTALLATRON "ANHEM ORK"qC FFL 1/21/24 Precast Concrete Piling Detail Diagram Not to scale ORTH RGINEIRING CONSWANIS LIC QiNavfn M