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Home My WebLink AboutSFRA2024-003917.JOB ADDRESS: Im RECEIVED: 10/28/2024 DATE OFISSUANCE: 24-003917 E 2133 SANDELL DRIVE 5 PERNIIT #: FOUNDATION REPAIR BUI LDI N G P E RMIT APPLICATION .20 BLOCK: SUBDIVISION: BUILDING CONTRACTOR (company name): Structured Foundation Repairs CURRENT MAILING ADDRESS: 13301 Trinity Blvd #133 C1Tv/sTATF/ZIP: Euless PH: # 9724841200 PROPERTY OWREA: Jeff Wortham CURRENT MAILING ADDRESS: 2133—Sand.-1 I Dr SUITE # CITY/,STATE/ZIP: firapeyinf,, TX--7fl@';l PHONE NUMBER: _qj2AB41?M0 PROJECT VALUE: FIRE SPRINKLERED? YES_ NO-X__ WHAT TRADES WILL BE NEEDED?,:: ELECTRIC PLUMBING MECHANICAL — USE OF BUILDING OR STRUCTURE: pp,, i ripnr,- 01mll K"41WIM10 Total Square Footage under roof- Square Footage of alteration/addition: J-Z6--sq f t * 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) IJ 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, (REOUIRED FOR DEMOLITIONS, ADDITIONS AND OR ALTERATION `TO CONINIERCtAL 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 REVIEW-ED FOR HANDICAPPED ACCESSIBILITY BY T14E CITY, AND THAT TIIE DESIGN PROFESSIONAL/OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FjkON11 THE APPROPRIAT E STATE AND OR FEDERAL AGENCY(S). PRINT NAME: jaLLr a_L.ea Corlicy SIGNATURE PHONE #- aj2A841?A0 EMAIL: 4ejmj± CHECK BOX IF PREFERREDTO BE CONTACTED BY E-MAIL THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT Construction Type: Pert -nit Valuation: $ Setbacks Approval to Issue Occupancy Group: Fire Sprinkler: YES_ NO Front: Electrical K Division: Building Depth: Left: Plurribino, X Toning: Building Width: Rear: Mechanical " Occupancy Load: Plan Review Appr( Date: j///V/Z4/ )vaK`:� Right: Buildin Permit Fee: g- 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: P 0 BOY. 9510-1, GRAPEVINE, TX 76099 (817S-110-3165 0 FORUSIDSPERNIVAPPLIGArtONS im2-Rv, 11iO4,5106,267,1 L09 401 ADDRESS 2133 Sandell Dr. Grapevine, TX 76051 LEGAL Winding Creek Estates Addition Blk 3 Lot 5 A 5 S220 3 *06014682* PERMIT HOLDER Thomas Kidd Structured Foundation R epairs, INC. (972) 484-1200 COLLABORATORS •Thomas Kidd Structured Foundation Repairs, INC. (972) 484-1200 OWNERS •Chase, Maria INSPECTIONS 1 1. Building Final INFORMATION FIELDS **APPLICANT NAME (Individual)Thomas Kidd **APPLICANT PHONE NUMBER 9724841200 APPLICANT E-MAIL VALUATION 13350 * CONSTRUCTION TYPE VB * OCCUPANCY GROUP R-3 DOCUMENTS - MISC 01 APPLICATION.pdf DOCUMENTS - MISC 02 ENGINEERED PLANS.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). November 06, 2024 City of Grapevine PO Box 95104 Grapevine, Texas 76099 817) 410-3166 Building - Residential Alteration Project # 24-003917 Project Description: Install 22 concrete pilings to stabilize foundation [ELECTRONIC REVIEW] Issued on: 11/06/2024 at 9:01 AM MYGOV.US 24-003917, 11/06/2024 at 9:01 AM Issued by: Connie Cook Page 1/2 1000 Buck Dobbs Rd.. ALL CHANGES REQUIRE Aledo. Texas, -6008 APPROVAL OF REVISED 817-374-3559 PANS N L — oovu tw Attention: COINSTRUCTION HOURS 7 DO A, M - 7: V, P.M. MONDAY - SATURDkY ONL� Authorization and Scope,; iNO WORK PERMH TTED ON SUNDAY Nortier Eimineering Consultants. LLC (NEC) has been retained by the Client to perform a review of the slab on arade foundation -system of the 2 story residential lioure with brick veneer located at the sarb�ject 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 repairs are needed, — --------------- Initial Report for fo-pn4ation Assessment i',,PPROVED PLANS SHALL BE K E P T 0 N 0 6 S 1 T E /4 T AL c.. T I �,,'(E S October2i, 2024 Structured Foundation Repair (The C'Iient (817) 410-3010 21',3 Sandell Dr.. Grapevine. Texas Co1 clusions'5pecific Recommendation: NIEC' performed a visual examination of the foundation for the subject property on 101; 2 5,2024, '.-N-EC' also performed a floor suiAey using Zip -level Pro-21000 series. collecting relative floor elevations, to aid in surface topography mappina of the floor(s). Elevations shomi are adliusted 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 settlement 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 twenty-two (22) 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 beans and place internal piers accordingly. Furthermore. the proposed foundation repairs shall meet or exceed Chapter 4 of the 2021 International Residential C:ode (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. 25/21024. and does not take into consideration any changes in condition of the foundation or soils after the date which the information was lathered. EPROVIDE SIGNED AND SEALEb LETTER 0 V' D FROM REGISTERED ENGINEER C CONFIRtvllNG SITE INSPECTION AND 0 PP OV, APPROVAL OF PIER INSTALLATION WHEN WORK IS COMPLETE �T C-IP7,R �A,7 r D�� N T Ell TM BY A R N L R A M R F Z S & P E ............ RECEIVED: 10/28/2024 24-003917 2133 SANDELL DRIVE FOUNDATION REPAIR 1000 Brack Dobbs Rd- Aledo. Texas -6008 81%374-3559 ZNOoja imc, General Recommendations: It is reconiniended that a 2utterin;g, system be installed if the house does not have gutters. Installing a Pautterin2 systeiii will direct water away from the foundation and reduce the potential for ground erosion near the foundations footing. It is also recommended that the plumbing systellis; be checked after airy repairs are made to the foundation systeni. \-el-tical mover ient of the foundation systern call impose stresses oil the plunibilig infrastructure and cause leaks. It is reconiniended that soil grading be maintained such that the bottoin portion of the foundation is below ,grade. as per the governing code and a watering systein be utilized around the perimeter of the house. Fluctuations ill moisture content of the soils near the foundation of the house can cause diffarential settlenient. If the moisture content is kept consistent. the potential for difTerelitial movenietit is mitigated. Futilierniore, grading around the perimeter of the buildingshould be maintained as sloping away froul the foundation at a ininillitini of 6 inches fill cvitliin the first 10 feet troin the foundation. Such grading configuration should prevent localized water accumulating around areas of the foundation. Saturated soils decline in bearing capacity and call result iii differential settlement of the f0widation. Limitations: This report is intended for infonnation purpose,,, only, and the sole use of the client and, or holneowner, 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. Tile intent of this report does not include judginent on any of the superstructure. detached buildings. retaining or privacy walls. concrete reinforcenient and,'or site drainage. Ill addition. the scope of this report excludes material and soil saniplinglesting procedures and as such were not performed. The report is not to be used by others for any purpose wit�iiout our written consent. Conipliance 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 aily other applicable codes or specification,,,. No warranty for any repairs, future foundation performance. structure. vegetation car soils at tile subject property are offared by this report, nor does this report iniply any liabilitytoNEC. 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 niovenient due to inoisture fluctuations. Such sail niovenient could cause the foundation to niove after the reconiniended repairs have been niade. Any provided floor elevation data and reconiniended actions are based can soil conditions as they exist at the tinie of the evaluation. NEC' ClOeS not Wafrallt OF illlpIV that other problems may not occul- ill the tuture.'No xvarranty. expressed or implied, is made or intended and the limit of liability sliall be linuted to the fee paid for this report at the time of evaluation, Report Prepared by: Fortier Engineering Consultants. LLC Texas Eii2iiieeriiig Firni (F-16800) lW'25i-20-14 Daneel -Nortier. P.E. Professional Engineer (TX�-, 113 15 7) PROVIDE SIGNED AND SEALED LETTER D R FROM REWSTERED ENGINEER h CONFiRthVIING SITE INSPECTION AND I PROVIDE L70F PIER INSTALLATION WHEN WORK IS COMPLETE If Y OF MIS PAf;[ ftil FA,Hf FOR U, N V, I QON P11144"MONAw10 FC 111E P1"N 3 tUJOU14n Aj HY ARNOt 1x0 RA,11RF CIIANGESL IUST 1, APPRuVFD New pier Stress crack SP Separation jj Photograph Label Oft I Oft 20ft A I + # ..... ..... ........... CtA EEL ORTtE 10/25/24 By: DN PROVIDE SIGNED AND SEALED LETT-ER FROM REGISTERED ENGINEER CONFIRMING SITE INSPECTION AND APPROVAL OF PIER INSTALLATION WHEN WORK IS COMPLETE 1.0 M O5 0,5 01 -0.5 -63 N/A Garage 9.6 SP -8.3 Driveway 2133 Sandell Dr Grapevine, Texas -01 4,6 go PROVIDE SIGNED AND SEALED LETTER FROM REGISTERED ENGINEER CONFiRMING SITE INSPECTION AND APPROVAL OF PIER INSTALLATION WHEN WORK IS COMPLETE N I M Iq W, A "19 ----A I � IN 9 JAI building shall be supported with double piers as shown. however, a single pier may be used if spacing does not exceed 6'4' OF # iiP ..... ..... ....... EEL ORTIER ar . ........ . 6-A A -'---Reinforcing steel rebar- Not to scale I-V I YY 3if JW'[ VINI 111 V3 PA F kFt FASf 1) FOR C'0 US1 P U h, N fj rAr-Y AN'twMD 11 At-f, 11) 10 (IN 1 t _A)B lln3 R_ A I HY ARN01 DO I i�F/ rsw,i 1 38w; Tq L _HANGf S N10,T BE APPROW-D Jabon Feeling sm Concrete Block "Top -cap" \�Solid 6" Diameter by 12` long Precast Concrete Cylinder. A) Single Pier for 1 Story B) Double Pier for 2 Story For normal spacing (See notes for additional information) $NNURTU FP INCEFRING CONSUITANTS LLC f HIS PACiRE t I A, CON PUCTI-ON ON MF 'JIF A I At I f1hii -S fiy- ARN(A DO HAPMR1 y;dlPf 1, 3N'F3 At I ClihNGI-S MUS I Lif APPIMV0 0-