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Home My WebLink AboutSFRA2024-004181P" JOB ADDRESS: XG RECEIVED: 11/14/2024 24-004181 2148 BROWNSTONE COURT FOUNDATION REPAIR DATE OF ISSUANCE: PERMIT #: BUILDING PERMIT APPLICATION , ELECTRONIC REVIEW 2148 Brownstone Ct BLOC'K: SUBDIVISION: BUILDING CONTRACTOR (company name): Pinnacle Foundation Repair CURRENT MAILING ADDRESS: 601 Dickey Rd CITY/STATE/ZIP: Grand Prairie, TX 75051 PH.# 972-251-0018 Fax # PROPERTY OWNER: Christine Beckendorl' CURRENT :MAILING ADDRESS: 2148 Brownstone Ct CITYISTATE/ZIP: Grapevine, TX 76051 PHONE NUMBER: 214-724-6858 PROJECT VALUE: $16,954.00 FIRE SPRIM KLERE D? YES NO WHAT TRADES WILL BE NEEDED? ;ELECTRIC PLUMBING MECHANICAL DFSCR lrl>,I,ION OF WORK TO BE DONE: Install 22 total pilings NAME OF BUSINESS: Total Square Footage under roor. 3614 300 Square Footage of alteration/addition: F1 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) U I 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) 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 CONIVIERCIALAND PUBI AC BUILDINGS) I hereby certify that the foregoing is correct to the best or any knowledge and all work will be perforniediccording 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 or this permit does not grant or authorize any violation of any code or ordinance of the ( , Aty far Grapevine. I FURTHERMORE UNDERSTAND THAT PLANS AND SPEC IFICATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CTIN", AND THAT THE DESIGN PROFESSIONAL/OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FRONI THE; APPROPRIATE STATE AND OR FEDERAL AGENCY(S), PRINT NAME: Caitlin Brown SU."INATURE, PHONE #- 972-251-0018 EMAIL: info@pinnaclefoundationrepair. BOX IF PREFER REDTO BE CONTACTED BY E-NMAll, THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT Construction Type: Vj Permit ValLiation: Setbacks Approval to Issue,/ Occupancy Group: 3 Fit-(- Sprinkler: YES— NO Front: Electrical Division- Building Depth: Left: Plumbink, Zoning: -7. 13aail ing Width: Rear: Mechanical/ Occupancy Load: tease Trap Right: Hood Plan Review ADDroval: Date: 7 4 Building Permit Fee: Site Plan Approval: Date: g Plan Review Fee: Fire Department: Date: Lot Drainage Fee: PLIbliC Works Department: Date: Sewer Availability Rate: Health Department: Date: Water Availability Rate: Approved for Pen -nit: Date: Total Fees: Lot Drainage Submitted: Approved: Total Amount Due: F0 SOX95104,GRAFTVINF, TX MN9(B H) 410;MF, OTORMS-DSPERMITAPPL ICA C IONS ADDRESS 2148 Brownstone Ct. Grapevine, TX 76051 LEGAL Winding Creek Estates Addition Blk 6 Lot 14 *06016146* PERMIT HOLDER Caitlin Brown Pinnacle Foundation Rep air (972) 251-0018 COLLABORATORS •Caitlin Brown Pinnacle Foundation Repair (972) 251-0018 OWNERS •Wilkinson, Jacob INSPECTIONS 1 1. Building Final INFORMATION FIELDS **APPLICANT NAME (Individual)Caitlin Brown **APPLICANT PHONE NUMBER 9722510018 APPLICANT E-MAIL VALUATION 16954 * CONSTRUCTION TYPE VB * OCCUPANCY GROUP R-3 DOCUMENTS - MISC 01 APPLICATION.pdf DOCUMENTS - MISC 02 INITIAL ENGINEER REPORT.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 21, 2024 City of Grapevine PO Box 95104 Grapevine, Texas 76099 817) 410-3166 Building - Residential Alteration Project # 24-004181 Project Description: Residential Foundation Repair (Install 22 total pilings) [ELECTRONIC REVIEW] Issued on: 11/21/2024 at 2:59 PM MYGOV.US 24-004181, 11/21/2024 at 2:59 PM Issued by: Connie Cook Page 1/2 Signature Date City of Grapevine Building - Residential Alteration Project # 24-004181 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 site. NOTES > 24 HOUR INSPECTION NUMBER METRO (817) 410-3010, CUT OFF TIME FOR A.M. INSPECTION IS 7:30 A.M. --- CUT OFF TIME FOR P.M. INSPECTION IS 12:30 P.M. > PERMIT ISSUED IN ACCORDANCE WITH APPLICATION ON FILE IN THIS OFFICE. THIS PERMIT SHALL EXPIRE IF WORK IS NOT COMMENCED WITHIN (180 DAYS) OF ISSUANCE OR IF WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF (180 DAYS). THE ISSUANCE OR GRANTING OF THIS PERMIT AND / OR APPROVAL OF PLANS, SPECIFICATIONS AND COMPUTATIONS SHALL NOT BE CONSTRUED TO BE A PERMIT FOR, OR AN APPROVAL OF, ANY VIOLATION OF ANY OF THE PROVISIONS OF THE CODES AND ORDINANCES OF THE CITY OF GRAPEVINE. THE ISSUANCE OF A PERMIT BASED ON PLANS, SPECIFICATIONS, AND OTHER DATA SHALL NOT PREVENT THE BUILDING DEPARTMENT FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS, AND OTHER OR REQUIRING CORRECTIONS OF THE CONSTRUCTION ITSELF. MYGOV.US 24-004181, 11/21/2024 at 2:59 PM Issued by: Connie Cook Page 2/2 C I a o� ss iTr 4:0) NWA N Sfi,u0,1kAk i k WW, W—t $ i DNDAf .aH N'�N V1,N Dare: November 14, 2024 OVAL OF REmm PLANS Aflernion: Piraracle Fou,ndalion. Repair (via einad) & Prolmny (tearer ... . ... .... sul"ecl: Pre-llundatani Repair ('orisultation Repoti Yab Foundallon 2 148 11tv"Mshme 0. Grapeone. TX. 76051 But Ahertuxurr: air Clonxiown EngineetArg WE, ans retailed to conduct a revies- of tire minted foundation repair plan prepared by Phinowle Notmdation, Repair (tire cororwon to dtionnilie, in our opurnwri. if die re"nurneuded rnnediation plaii is a reasonable plan of repair based on the rdatho ckvmwn niap pnwk1d, Ile conuackw In-owided a lKhted repair plan that uICILOC(I the pier Wathms and 1mv-LAT clevatkins for the strucluft: Ar our revie, P% other Kfortiraiki was pnWided rcgWXIKg jVror, e 11 g, i 110 e I- i I I &, re p I- I S . 11 _,C( t 1111jen I i ) 41 11 14 hM n daticin repairs oi, construction docurrients relative to this sti-ricture. If existing pins are sliovrl it din lindred repair plari, died kwmkms wom prunfled by die chew and as app"wirnmed, Ake do n(H cend" their perfornrance or ex- istenve. If the romY =rld like to determine if Hiev are Im-esem they marst convict the owner or contractor to ob- lahi zrn engineering CerlifiCate fin MAY111, (1 Ims mn perswurod avisual inspection ofthe struchriv. The slab-on—rade Antindailn has sailed Wwards, the areas where piers are located on the INAted rTaJr ]shirr and physical clamor is preseur which indicates as treed A remedial measures according to me contractor. Piruvw1c Foundvioni RepAr has mccaurnemled perNmi-tAg the followirig in the approximate location., of the struc- ture as Indicated on the hunted repair plan: Mshillrng 22 W piling" 16 emerhmil brealumm Ljon review of Lire ekvm&n dra-wing and based on the contractor's evahmkm of the properry, we believe (lie pro- posed lKirted repair plan to be as reaso ria b1l e aad hunted repair. Ellyniathnis evul AAMAW RecoqMuT&yn, 'Ibis repoirl provides our reasprofessional opinkmi of the condition ofthe fouridatkni on the date it the in- spechmi by the consactor and is based on the dara provided to us and does not take into in dw condition of the founTakni or sods aher that dare, Ile "nuents of this ropto sqwme& ny vertyl cmn- urems rnade regarding thestructure before. during oralrer the inspCCmXL Ablunigh document review is im integral pan of the Kindraron rTah pnxess, we recorn-nitard oNaird-ng as visual inspection by a licensed enlhieer, (:T., can cmillicie this Wsual inspecthin 10 an atkidional Ile. I'llis limited rep,:nr 1)1,111 is intended to pnnide a reasonable w1mir to huprove to psharurrue of Me Hurdatkni anti is not intended io level the foundowAL Tht, coIrli-actor Quill deterunric the aniount ofelevatioir correction riceded based on the radlon of the strucume Awing the OR in orda to mitirinize darriagesand additionalstress. 11CCIMSC We SIrtidUre has elldnMI qQ-1-cpair foundation dinowritud urovernent. wsidual dilia emb! elevzukni erred perceptible floor slope or other noticeable wistres nmy remain following tire foundation repairs, Damage to the suirc- twv nmy whe dru-ing the lNuidatton re} ±r Installatkii adixitres. The sods beneordi and surroundirig the structure are kliox-vii to shrink and sv,-ell as tire seasonal soil morsture Content flmvwws. Nun,frig MIA we awkipate that soure cracks Q Me iwohw am! emniow %"Ts wAI smilwe due to Page 1 of 5 - Date: 11/14/2024 r j RECEIVED: 11.14,2024 '124004181 2148 BROWNSTONE COURT FOUNDATION REPAIR C116 SSTOWN SfPu0,1I,Ak i k WW, W-t . 4 DNDAf .Ai N'�N V1,N seasonal nroverneva sittrin the sM, evert after foundation fepair. Periodic repair of this type (if cracl�ing rialy he needed, A Suridatkiii anti yard waterino anti Iiiiindsakm nm1wrimwe pnVrmu MY! hill) Control Seasonal uloverilent, It is, briptniara that the soils be stahlked and inaintained with grass or ground cover aniund theperinicier of the struc- lure In addiBi n. tree mut AM removal or rool Naria irranUmAxis are aArsable if irees or buslies are ob.scr-Ved to be close to the tsand ation, I ree roors can, cause "heave'" or -,,etfleinera o!'rhe hi-rMnion mtere rowits pvw and ah- Amb, ntthsuire over Sne miren r4mved chise to the foundation (tree roors extend apprommately as far or hialrer than free lrrbs). khrimainmg the SMISMInUhl the SU1101M (0 Skj)C away Amn the Rmnilmion ki pinenviv excessKe Ixinding near the karndmbn in mvas duir are not alivady sloping away will help pmvNH Antne hwirdrahmi niovernent. We recorn- ruend that as full gwwr systmi with gutter extensions be ruadmained ro Awharge to nAhnuni of 4 liet from the foandatron trait in landscaped flower beds or any other localicin that wH1 trap marer nur die fouKition, Ponding) aur Hie Amdrabir can cause -heaving" (upward rnovernetit of the Undmiormsettlernent of the foundation due to overly saturated clays m)d or erosion of RA endwIners amumi Te Smuidation, If the owner. at any rinie. observes standing %vater near the foundation. tve recorairrend that fliev, consult widi an enghwer tw as drafrilge comactor ini-rambawly-. We recorninend pre -UP and pollift plumbing tests fie perfornied (:in the sewer and potable plunibing fines. All leaks shall be repaired 0111110dhitCly, LMMMum: We do nor "mama fire Sure pexformame of the subject foundation and the reader is urged to review the Discl os-ure JQ Mulahnor Air other hriduahons and standard recotrinwirdakne. Fhe AS of lbbitay 4 IhMed to the lie paid for this ol-Knion, Oki failher agIvernern shall be ina de. altered. or vxkd except by %vriiten insuvincril. This, report has been Conipleted to docruneirt [lie repads to be inglemienred by die contractor. Nieithta- Crossao\v-n Engineering nor Admii Green. IIE- are responsible Rw 15NMy k) rhe owner or oleo in acts or muissiono of the convaotir to cau,nmr the nTaks in accor(farice with their agreernmit cw Rw die tomraruction ineans. niethods, iech- uikjlies, ,ekjUC11CeS, pl'OCCCIIINS Of HHT SM&Y PrOCIRSWIS incident thereto. The cintraclor is solely resporsiblo !or (lie x"wranry oft he Nair k they performed in mcotOmwe "Ah Hwu agreerneni, Pleaw see die pier specifications and lirrided repair phn IN nmwe Sincerciv. Ca-- Cro,sstown Land Developurera Services, Texas Yngineering 1; iiin (F- 15944) 6REUN AMA �1. 1 116597 Adam Green. P.L., N413A I I " q 449;"-0CE-it4,5�- " NoJessioiral lioncer JX 0 1165971 11 A41024 AK &Mjq Mwlh," ALI Page 2 of 5 - Date: 11/1412024 C116 SSTOWN SfPu0,1kAk i k WW, W—t . 4 DNDAf .aN N'.N V1,N DISCEOSURL & DISCLAIMER It is known to kaovvledgzeabhprofessional engineers that the soils in this area are sub�jmt to niovernew due to expanioll, con- traction or densiffivalion of tile solls eye. Thi", aril nioveinent cmdd possilAy cause tile firm darion to arove after tile rvivedimmii pNn mitfin Me attached report has hem implemented and rilay impact the stability of the iowidation and cause daniage, TJO WARRANTY IS ENTRISSED OR IMPLIED BY THIS ENGINEER AS 10THE PERE(.")R1,%4A'NCE OF riuS F0T._,N'- DATION ORTHE REPAIRS THERETO. Wigan limmiarion Imbnemurce to Inahamil consistent Snail Condfions along tile pernmor 'should w1we further problems afta the Ncorvu=n&6ory "Atin IN report have been implenlented, However, sea - cowl nwishwe Wolin water lcaLs. erosion and odwr thelors niay afflect the stabifily of be AmmUttim ;md Mo R in darig cr of further ddlna�,'C, REPORT UVITUNTIONS TWY wport is Wrtoi Or Khmumbnal purposonly and is not inmided to be a detailed Wchnical evakriahm of1he lmiqtcrty or an Kruhny of dc&6. The opinions o\1ircsscd in this rporr am bmed on as vistud evahwkni of avvto cm0imm chunvi in 111C time of dw ilrpcctiorl. IJIFRF IS NO WARRAN UY, JAPRISSIA) (At mm, I f,,* I), CONCERNING Fill' ' F.NGTF NVIAING RhPORK lie nNumlalion at His mjxwt supersules my voNd cmwnertiv expwoed or dripficd. rvaide by Crossamn [and Development Services or its prinnipalc agnas or enW1qve& Ile clicia agwes &I ueWwr 0A)S nor it,: employces or owners, will be re-, 'ponsible 1. EAKAge ol dw mthRmAcc cormliAns miihmit emensive gemcchrucal data obtained from ow,,airc drfflinl,} mid resting oI the recoN.Cred Samples, Z. Knoixiedge of cracks, vertical differential disliacernmit WNW WhOlit uncovering of tile floor by tire clierrl; and 1Any other element such as j&6 tw bemm, and other struciksal nienavrs drat is boxed or kqhcrwisv not madily available to CT AW vie ww"Amd releases CE fronlatry liability anriburable to :"rich kllowlcdge or colrditioll's. Ary prescribed repair or nminteamwe pbri ckwifed by this report is based on observations of apparent perforniance of tile facil- ity at the tinie (if this struclural survey. Compliance Avidi at, write or speciAmAn ohm ihan at expressly noted is spVcnically exchided, ';lac tan ;ties; Floov Fle.vation 1%LW am! asuhAg mcm-ninendwons are based on ecnidifforts as they now exist mid D(-')ES NOT INIPi: YOR TARRANT THAT O`FHER PROBLEMS AND OR AREAS MAY NOT NIANIFLSTIN THE F1,11TRE, This report �Vvas Prepared expressly for the cifent mul expressfy Or the Imuposcs ShcaNd by dw chenn Perrnivion for nw by any other Ivrson for my puMoxw by Ow chmt Or diflima purl-ime k tienied whess offienvisestafed in writing, by (T, K SHALL HAVE. NO LIA1311 111' IA)R AUrs OR ONIINSIONS BY TFIF C. CM I'RAC'TOR OR HIS SUBC07,NFRACTORS PFAIURMING WORK ON 11 UIS PROJFCF. OR slit' FAHJ ME OFF, I If-, UCAN 1 RACIUR 11) PERFORNITIJE WORK IN A(A XNU)ANU WI I IF I I IF RIJQIR PLAN. U IS No F RESPONS1131 F IQR I I IF CONS I RUCI ION MEANS, MF I'l I- ODS, FECI INIQ1,TS. SEQUENCI-OR PR()€IAXUFS OR 11 W PRIZOWTIONS INC IDI,.N IAJ, I I 1FRE FO, CL expivs-sly DISCI AIMSANYWARRANI Y (W n rNIAS FOR A PAR FRI IIAR 1IMP4SE aml die clicilt expressly dischmms dait it Iras wwwwd Rw or r"vhvd aity waaanty W Muss for a pan wular purpose xvina rvspeci to (in,.; report. 111F hTPORTUNL)IR 1111SAUREFAIENFIS' IHE, O11INI(.rN OF' CF.'AND HUME ARE 500 WARRANTWS I HAT EX I LM) HEYOND THE FASCRUN ]ON ON I HF, FACE OF11 HIS A(iRl"T"NIEN F. Page 3 of 3 - Date: 11 / 1412024 I a 00] 011 KTJ I a in : L l L, 'I T .... ... .. VOID AFTER LIFT mile -wolf L SHIMS SOIL— CYLINDERS ---- --CONCRETE OR STEEL CAFE- Wi'WELDED SLEEVE ------STEEL CAP SHEET-`-- ---2-7/8" OUTER STEEL PIP -- < LL ....... .. . 2-3!8" INNER STEEL Piro 0 ............... ........ .... ................... .. .. ........ w GROUT FILL IX b 0- 0 CYLINDERS PREFERRED w w Z)i [6,k'N w US 14, fi ADAM A GREM -'—`FRICTION PLATE---- 11/14/2024 2 148 BR(AVNSJ ONF CA-— GRAIIIEVIN' FAX 76051 ERCOSSTOWk CROSSTOWN ENGINEERING FBPE FIRM F-15944 - WWVV,CR0SST0WNENG1NEERING,C0M (469) 751-7694 - WALLAS METROPLEX STRUCTURAL ENGNEERNG �10N STEEL PRESSED PILING DIAGRAM nm M fill M2" readings taken 6-7-24 0 E S A TTF FZ FFROM ilk"O'�MSTER'ar) SME H'MFEC'�'10N A?4'D APPROVAL OF PH,,'.R �NSTAtJ..A TIC N' '0V1`iV_ WORK fS CD0,6PLETE Key Map A16 Reference Point Supporting Beams 0 Catch Basin Pier Location ~ ~~ Joist/ Sill Plate French Drain Breakout Locatwn 0 Spread Footing Surface Water Flow Optional Pier Location 0 clean out Crack 2148 BRONVNSTONE CT.. GRA'PEVENI-11'. TX760"; 1 PLEASE NOTF: THIS DRAWING IS PROVIDED FOR PRELINILNARY PERMITTING PURPOSES ONLY AND IS A LIMITED PLAN OF lei""I':URF ADDITIONAL 11' ORK MAY BE NEEDED ONCETHE FOUNDAI ]ON WORK IFAS BEGUN BASED ON THE PERFORMANCE OF THIS LIMITED PLAN OF REPAIR, CROSSTONVN ENGINEERING HAS PROVIDED REVIEWO!"THIS umrrED PI AN OF REPAIR AND IT A at IS OUR OPINION THATITIS REASONABLE AND SAFE FOR rlIFSTRUCTURE. IF INTERIOR PIERS ARE SHOWN ON T141S DRAkVING'� THE CONTRACTOR WILL PLACE THEM BASLI) 07STDE LOCATIONS OF CiRADE BEANIS, PLI-AIBING LINES AND POST TENSION CABLES, THEREFORF.THE LOC.NT'IONS SHOWN ONTHIS 'MAP ARE APPROXINLNFE. THE CONTRCAC TOR SILU1, PROVIDE THE MEANS, AND.' NIEFiIODS OF THIS INSTALLAFION. ADDFFIONAL REPAIRS 11/14/2024 .\L\Y BE REQUIRED UPON REVIEV- OF THE STRUC-IVRE BY CROSSTOWN ENGINELRING, THIS IS A PROPOSED SCOPE OF WORK AND HAS NOT BFEN CONIFLE"FED THEREFORE NVE, DO NOTCERFIFYMANY EXISTING OR PROPOSED FOUND.ATION REPAIR WORK ON THIS 'NI AP:AT THIS Crosstown Engineering TIME, Texas Engineering Firm (F-15944) IF THE READER WOULD LIKE TO BE CEM-AIN TH.vr ANY PROPO,'.,d_"D OR F.xis'rj\C3 REPAIRS Greenville Ave, Ste 320 HAVE BEEN COMPLETED THEY MUST RFQUE';`I AN ENGINFERING CERTIFICA'FE. FOR THE Dallas, TX 75206 SUBJECTFOUNDATION WORK FRONi'rHE FOUNDATION REPAIR CUNIIR-�NY,