The URL can be used to link to this page

Home My WebLink AboutSFRA2024-003656RECEIVED: 10/08/2024 DATE OF ISSUANCE�) C 24-003656 3145 JOYCE COURT FOUNDATION REPAIR PERMIT #: JOB ADDRESS: RM BLOCK- SUBDIVISION: Oil BUILDING CONTRACTOR (company name): Structured Foundation Repairs CURRENT MAILING ADDRESS: 13301 Trinity Blvd #133 CITY/STATE/ZIP: Euless PH: # 9724841200 PROPERTY OWNER: Uavton Castleberry CURRENT MAILING ADD) RESS: 514r, Inyrp Ct SUITE # CITY/STATE/ZIP: ficapeyinp, TY 76091 PHONE NUMBER: _qj24BAj2_" PROJECT VALUE: $-q,1-8o -on FIRE SPRINKLERED? YES — NO x WHAT TRADES WILL BE NEEDEM, ELECTRIC — PLUMBING MECHANICAL USE OF BUILDING OR STRUCTURE: Pprziripnrp Total Square Footage under roof: Square Footage of alteration/addition: _1_12__s4_f t Ll I hereby certify that plans have been reviewed and the building wilt 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) L1 I hereby certify that plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review. Control N timber: (Not required for I & 2 family dwellings) U t 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 ALTERATIONTO 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 THATTHE DESIGN PROFESSIONAL/OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL AGENCY(S). PRINT NAME: I au r;; IPA Cooley SIGNATURE L PHONE #. q7?4R41 ?MO EMAIL: 41exmils@s±- BOX IF PREFERRED TO BE CONTACTED BY E-MAIL THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT Construction Type: Permit Valuation: $ Setbacks Approval to Issue Occupancy Group: Fire Sprinkler: YES— NO — Front: Electrical Division: Building Depth: Left: Plurnbin(y Zoning: Building Width: Rear: Mechanical Occupancy Load: Right: Plan Review Approval: Date: Site Plan Approval: Date: Fire Department: Date: Public Works Dep tunent: Date: Health Department: Date: Approved foi- Permit: Date: Lot Drainage Submitted: Approved: Building Permit Fee: Plan Review Fee: Lot Drainage Fee: Sewer Availability Rate: Water Availability Rate: Total Fees: Total Amount Due: P 0, 80X55IU4, GRAPMNE, TX 76013,4(617) 410-3165 O.PORMS\GSPERMiTAPPt.f('ATION,; ADDRESS 3145 Joyce Ct. Grapevine, TX 76051 LEGAL Stonewood (Gpv) Blk 2 Lot 13 S PERMIT HOLDER Thomas Kidd Structured Foundation R epairs, INC. (972) 484-1200 COLLABORATORS •Thomas Kidd Structured Foundation Repairs, INC. (972) 484-1200 OWNERS •Castleberry, Clayton INSPECTIONS 1 1. Building Final INFORMATION FIELDS **APPLICANT NAME (Individual)Thomas Kidd **APPLICANT PHONE NUMBER 9724841200 VALUATION 9180 * CONSTRUCTION TYPE VB * OCCUPANCY GROUP R-3 DOCUMENTS - MISC 01 INITIAL FOUNDATION ASSESSMENT.pdf, APPLICATION.pdf * ZONING DISTRICT R-12.5 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). October 10, 2024 Signature Date City of Grapevine PO Box 95104 Grapevine, Texas 76099 817) 410-3166 Building - Residential Alteration Project # 24-003656 Project Description: Install (14) Concrete Pilings to stabilize foundation [ELECTRONIC REVIEW] Issued on: 10/10/2024 at 5:16 PM MYGOV.US 24-003656, 10/10/2024 at 5:16 PM Issued by: Connie Cook Page 1/2 1000 Buck Dobbs R(L Aledo.Texas '6008 817-374-3559 4 Initial Retwirt for FoundationAssessment Date: October 7. 2024 Attention: structured Foul 0.11 ioll Repair (The Client) slllaiect: Foundation Review 3 31-15 Joyce 0,. Grapevine.Texas ft�m A w ", %IE ' . ' x""mfoss ur Authorization mid Scope. Nortier E') laillecring Consultants. ITC (NEC) has been retained by the Client to perf'onli a review ot'the Slab oil urade tbundation system of the 2 story residential hollic With brick Veneer located at tile sill), ject address refs erelic edabove, This report provides gifidame as to whether or not file existin- foundati I011 system is ill need of` repair. The; report also proposes i-econuriended plan it'repairs are Ileeded. Collcillsiolls/speci tic Recommendation: NJ tile sul�jccl propeov oil 10/7i202 1. NEC also X, perforriled a Visual examination of tile lbundation fbi perfolilled a floor sill -Vey using I /ip-level Pro-2000 series, collecting relative floor elevations, loaid ill surface topography mapping cif the floor(s). L'Ievations showil are Il(�jllsted for tile type of flooring encountered to reflect a consistent Illeasuring, plalle, The 111,11) ot'llie existing floor elevations call he seen ill tile figure allached to this report. Based oil review ofthe foundati€ n. and reasonable professional ell-illeering opillioll, Nve've determilled that settlement ofille 6ourldalion has occurred andshould be repaired. Although complete levelness cannot be ptaranteed, or may not be attainable. tile proposed plan should improve tile performance of the 161111dalioll, It is recommended that folil-teen (14) picus be installed as indicated on the figure(s) attached to this report. Locations ofilitertial liters [if neededl are intended to be approximate. The Contractor should locale file beallis all(] place internal piers accordingly, Furthermore. the proposed foundation repairs shall incel or exceed Chapter 4 of the 2021 International Residential Code (IRC), as it relales to foundatiousand arry local applicable anien(linents to the IRC. This report is Solely based oil inibrination gathered during otir site visit oil 10/7/2021. and does not take into consideration any changes ill condition of the; foundation or soils after tile (late which the III font I'll ioll wasgathered. W P M A L L �C,t r2 3 r. mr:t�xvf SA-1UR'DAY A P 1` 01 V.1 L, �,Oi rv%L P 10-A N IS ',"`�1ZV'wM10E SIGN'EVI AND SEALEI'D LET'TEF? r_Mlyl 41PNE:GMTERED CNGMIINEER 0VA, kl)FNErzit,�?ScA",-L.AT�0),'�k',",� 11* p p E C,4 ........ .... .... . . ....... ... I THE VTE AT A-L TI?;IES. 10 kUY: �A S� ------------------------------------- RECEIVED lW0812024 24-003656 3145 JOYCE COURT k t�F FOUNDATION REPAIR ........... . .... ............ .. HMO Buck DoWN R& Aledo.Texas'76008 W37-10559 lnfw NoninVocout 19C wg=* Z�-Fjff Nuffmk x""mfoss ur It is recottinieuded that as glittering systen, he instaiied irthe ionise ch)cs not have puneis, histalliviga to-Illiering systeill will direct wateraway froin the fornidati,on anal rethwe die poierni-al Rv gnnmd m-osron near the lburidation lboting. It is also recoilnuended that the phillibing systems be checkedafier any repairs are niade to the fbilildatioll >yslerll. Vertical Itiovellunn of Ow Rmurdation systern can hippose stresses on Hic phruibly ildbont,cuire mid canse leaks. It is recorninended thal soil grading be umirtiahled stich flat Hu: bonotri portion ofthe foundation is below prade, as per tile C."ovel-ning code and a watering synern be utilized around tile perinicter ofthe house, FlImmkols ii"noistrav cotiumn ortue sails twar hic Roindati,on ordw hmme can cause diffbiviriAl settlement. If Ow imimme cmilent is kept consistent. the potential for differential movernew is inifigated, around the perimeter of Ow brAkling sixudd be itiahirained as sloping away fhou The Rmutdatiou at a nigninurn of inches Call within tile first 10 I'M fi-toll tile fbillulatioir, Such lam i " I lig, couRgruAlkoi slumild prevent localized water accurtailating around meats or dw Runillation. Saturated soils decline in bearing capacity mid call result in differential settlernew of tile foundation. Vins, regol is hitolded A n0nnalkni Ixoposes only.and tile sole Ilse of' lite clientarld/or holileowner. 'file scope of' this lVIXmi is limited to the items related to the Strulahon system only. and it is understood that detection orall existity or potential cieuccis is not reasibie ti)r this type orevalimhom Ile intent of this report does not iticludejudginew oil any offlic superstructure. detached buildings, retaining or privacy walls. concrete reinfInvenwrit and/or she cWthwge. In addilionk lite scope of this report exchules niarcrial and soil sarripling)/testing proceduresand as ,rich were not perfonivul- The report is rum io be used by others liar any purpose wifluma (ow written consent. Coinpliance with any code to spedikotion other thail as expressly 11MA ra this; report is specifically exchided. It is (lie responsibility cWany Clonvackw Ira alvide by any other vWplRaMe codes or specificsibmis. No wart -may A any rVairs. Rnure Amindation perfbi-inance, structure, veigetation. or soils at tile subject lot1wily mv WWI by this report ruir does this relmot imply any liability to NEV. nor Daiwel Not -tier. RE Aw any work to be poWled as a result of His rejunt It is inideroxxt that soils in 1hisarea experience niovernew due to nvoisinre fluamokom Mwh soil niovenimil cotdd cmwe dw Rumdmion lo nxwe aner the reconiniended repairs have been rumit. Any provided floor elevation data and reconrawndedactrons are based on soil coildhitais as they exist: at the time oribe evaluation. NFC does not WalTaIll Or hilply dial other prolvIenis 11my lug ocean in dw Rome No warranty. expressed or irriplw& is made or intended and the limit sal` bbilly shall be Ihnited to die fie paid for this report at the time ofevaluation. F,'eporl Prepared by: Nortier E'noincering Consultants. LLC Texas Frazineering, Firm (F-10800) IWQOZI flitwel Nevimi IJE"� Profiessional Engineer (TX4 113157) -4, C� . qS,t# 11 EEL 0 .. ........ ... A# H�, Y, VA*151 AN L 1::1 FU 4� , 1> F g114 PWOMYWArms "M,:�:, A� I SE �NSIF�_--C T�0!m AkND" AFPPS'�ML OF ME.-JR EVSrA� i fp -U -01 0,2 01 /Mona 1 /-0,3 02 01 0A 41 0-0 O.2 0.1 Zero * New Pier SP Separation Photograph Label Oft I Oft 20ft OF 7- . .. ........... �0 E�L. 2RP 10/07/24 3145 Joyce Ct By: TJ Grapevine, T x rR18 WIWRIK' C94SYLIM, 9 UC 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 does not exceed 6'-0" Rernforcinq steel rebar--- OF AXP ... ..... ........... EEL ORTIER AY## . ..... ........ ....0 11 15 1/21/24 Precast Concrete Piling Detail Diagram Not to scale —Toundation Footing MEN= 6' Diameter by 12" long Precast Concrete Cylinder, A) Single Pier for I Story B) Double Pier for 2 Story For normal spacing (See notes for additional information) MMM NORTIER ENGINTERINC CONSULTAKISS U 0R40' ��\��\��\: � ^ \ � � � ° � � �� \\ � � \ x> �� e �