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Home My WebLink AboutSFRA2024-004620 ECEIVED: 12/20/2024 DATE OF ISSUANCE: 24-004620 1320 AIRLINE DRIVE FOUNDATION REPAIR 1 NMPERMIT #: ELECTRONIC REVIEW G' 1) ITAPPLICATION JOB ADDRESS: 1320 Airline Dr SUITE # LOT: BLOCK: SUBDMSION: BUILDING CONTRACTOR (comuRLnQ=): Pinnacle Foundation Repair CURRENT MAILING ADDRESS: 601 Dickey Rd CITY/STATF P: Grand Prairie, TX 75051 PROPERTY OWNER: William Loeb CURRENT MAILING ADDRESS: 1320 Airline Dr CITY/STATE/Zlp: Grapevine, TX 76051 PROJECT VALUE: $9807.00 WHAT TRADES WILL BE NEEDED? p,H: It 972-251-0018 Fax# PHONE NUMBER: 817-713-4835 FIRE SPRINKLERED? YES NO ELECTRIC PLUMBING MECHANICAL DESCRIPTION OF WORK TO BE DONE: Install 9 spread footings; reset/reshim; 38LF of triple 2x6 beam USE OF BUILDING OR STRUCTURE: Residential NAME OF BUSINESS: Total Square Footage under roof: 1303 Square Footage of alteration/addition: 200 L3 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) El 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) 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 FROM THE APPROPRIATE STATE AND OR FEDERAL AGENCY(S). PRINT NAME: Caitlin Brown SIGNATURE 972-251-0018 PHONE . ET 0 CHECK BOX IF PREFERRED TO BE CONTACTED BY E-MAIL THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENI Construction TN e. erinit Valuation: $ Setbacks Approval to Issue Occupancy Groul,): Fire Sprinkler: YES— NO Front: Electrical Division: Building Depth: Left: Plumbini,, Zoning: Building Width: Rear: Mechanical Occupancy Load: R i,_h t: Plan ReviewApi')roval: Date* Building Pennit Fee: Site Plan Approval: Date: Plan Review Fee: Fire Department: Date: Lot Drainage Fee: Public Works Department: Date: i 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 (SM 410-3165 0:FORMSMSPERMITAPPUCATIONS 1/02-Rev.11/04,5106,2107,11/09,4/11 ADDRESS 1320 Airline Dr. Grapevine, TX 76051 LEGAL Sky Harbor Addition Blk 5 Lot 13 A 13 S220 5 *02770377* PERMIT HOLDER Caitlin Brown Pinnacle Foundation Rep air (972) 251-0018 COLLABORATORS •Caitlin Brown Pinnacle Foundation Repair (972) 251-0018 OWNERS •Loeb, William C INSPECTIONS 1 1. Building Final INFORMATION FIELDS **APPLICANT NAME (Individual)Caitlin Brown **APPLICANT PHONE NUMBER 9722510018 APPLICANT E-MAIL VALUATION 9807 * CONSTRUCTION TYPE VB * OCCUPANCY GROUP R-3 * 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). December 23, 2024 Signature Date City of Grapevine PO Box 95104 Grapevine, Texas 76099 817) 410-3166 Building - Residential Alteration Project # 24-004620 Project Description: Install 9 spread footings; reset/reshim; 38LF of triple 2x6 beam [ELECTRONIC REVIEW] Issued on: 12/23/2024 at 1:39 PM MYGOV.US 24-004620, 12/23/2024 at 1:39 PM Issued by: Connie Cook Page 1/2 City of Grapevine Building - Residential Alteration Project # 24-004620 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 24-004620, 12/23/2024 at 1:39 PM Issued by: Connie Cook Page 2/2 CRoswTrowm INK__i VWR ALi_ C14PKiGES A F P R0 Vpp PLANS Ible: Tiecember 20. 2024 ;TP70NjrTSGFATALLVMES Alrenhon: Pinnacle Foundation Repair (%fa email) & Property 0wrier Subject: Pre-FoturdnUon limited Repair Consultarkm Report (B17) 410-3010 V Pier & Bearn Foundation ........ . .. . . .... . ......... 1320 Airline Dr,. Grapn-ine.TX. 76051 (.`ross1oN,,,n Engineering (CE was retained to condunt as rexbmw of the finured foundation repair plan prepared by Pirimicle Foundarion Ballad: (die contractor) to determine. in cHrr opinion. if the recommended rernediation plan is as rellsOn3ble finured plan of repair based on the pwxided relati%-e elevation nrap and the QgnrNu of the coinmoor, 'Tile contractor Provided as lindled repair plan tht WhWed repair locationsand pre -lift elevations for iliestructure for otir reviem !Ko other inkarnmion was provided regalAing prior engineering reports. recommendations for hill- ited foil 11datioll repairs or Construction docrunNny If existing piers are shown in (lie limited repair plan, their loca- tions were pro-,ided by the client and me aMmaximared, We do not ceriffy their performance or existence. If the reader would like to deterruithe if t1w), are prewin key imm comact Me owner or contractor to obtain all ellgineer- ing cenificate for thcni. According to the coritractor. phystal daumge is present which indicares as need for remedial measures. Pinnacle Foundmimi Byp air ha,,, fecoiliniended performing tile followuig. • Insta-11ing 9 spread footings" CON` TRUCION HOURS I ® Replacring 3LF of3-2x6 beam. 7,.DG FJI� I MON7�OAV -0 A,SAVLTURDAY ONLY • Hasokigie-Aknurrig the Buidhon as needed, 1NO VVC)FZK FZRf�!HTTED ON S1UQ4rJAY 1 "I'll" . .. .... .. ......... .......... .............. � ... .. .......... . .. -_- All burned repair,, are to be inade in the approxinude locations of the s1ructure as indicated on tire linirted re i planand may be altered based on field conditions of the foindmW F-RUNI REQa�GT`E,�*E'D E:'GMEEFZ L'xpecratimo mid Adelitional CN,JFWWNNG'P SITE R,?.SrIaCTION ANCI APPROVAL OF PsER INSTALLATiON WHEN WORK 1S CONPLETE This report prm-ides our reasonable pro fe-s'sional opinion of the con dif , Tka speckm by the contractor and is hased of] tire data pro\ided to us and does not take into consideration sury cluinges, in the cmdUm of the foundation or sails after that date. The cojitejfls of this report supersede any \vbal coul- nteras nmde regarding tire, stnwulre before. during or after the inspeefioli. Although docurnern review is an haqral pan of the 115ted foundation repair p"ven, we renontrnend obtAnAg as visual inspection by a licensed engineer, (T can complete this Asual inspection foran additional fee. If Crosstmiri is not colitraued to 1wrforni a Amml in- spection it is unknown to us as to whether or not sulditional repairs may be qgetfe d This litinted repair plan is intended to pro%-ide as reasonable repair to impro is not intended to Inv! the fountlation. 'The c(.-nuractor shall determine rllf,a band on the ruction of the structure during the lift in order to lairrinlize daH ow, Because the structure has endured pre4epAr foundation didKeraial nhwo b. q, 1 01 '3�,li"PiVY'lF r�H�s i-op cw�;TkIJCTION perceptible floor slope or other iwdeeable issues may remain fol lowing the H n, �0 00 KM WK MA; 4: ST 01 A � K 1 14 W& C 471 1 A. To :0 TovdN CROSSTOWN VWR WkAL ifOMC &g01htWiQN N%PTC I ON The sods beneath aiid surrounding the 4tructure are luiown to shrink- am! swil as the seasonal Soil moisture Content fluntuateo Moving form-ard, we anticipate that sortie cnwks in the hVerkv and exterior malls mill surface due to seasonal niovenetit nAlki the soils, even after limited f6undation repair. Periodic repair of this type cat ;sacking nmv be neeckmi. A foundation and yxd matering and foundation inanitenance prograin mill help cmaml seasonal inoveniern. It is important that the soils be, stabilized and niainrained with grass or ground coveraround the perimeter ofdre 'struc- ture. In addi on. tree rand sirrub removal or root to uTier installations are advisable if trees or bwshes are observed it) be close to the AmdatAn. 'Tree toots can cause "heave* or s'ettlenient ofthe foundation where roois grom- and ab- sort) moisture over thne when phurted close to (lie foundation (tree roots extend qVroAniarey as Carr or hurher dmn tree limbs). NlaintAnIg the sods arountl the strut nnv to skTe away JTorn the foundation to prevent excessive ponding near the f0undmion in areas that are not already 's'loping, asay will IWIP pmv,H finme foundation movement, 'We recorn- nwnd Umt as Rdl gutter syMeni with gutter extensions be nudmained io dischar.ge as marairran of 4 feet from the foundukri (mn in landscaped flo-m,'er beds or any other location that will tmp water near the foundation), Ponding, near the foundation can cause "heaving" (upm,-ard movement of the R-ninclation" settlement of the foundation clue to overly saturated clays sod or ermion of Al embedment around the f6undahon. If standing ureter is observed at any Are in the pier and bearn area by the owner. Nye reconiniend immediately pualpirly, the water out to prevent xvater daniage ai mood elernwas and to prevent humid conditions in the crawl,ce. Humidity in the crawlspace can cause Nvood rot, If standing water is obwnwil near the Quidation after to rKstorm. nv recommend consulting it drainage expert or engineer to evaluate the terraniand develop a drainage nianagerrient strategy to address the issue. NVe reconuirend pre -lift and post -lift Plumbing test" be performed on the se.Nver and potable plumbing lines. All leakssliall be repaired iturnediately. Mukhmy: We do not warrant the Sure poWniance ofthe subec`T Quidmion and die reader A uTed ro reWev the Mlosure & Disclahuer for Wwr Wations and standard reconnneadanons. The litirit of liability is limited to the fee paid for this cqxinion. 'No, funher agreement shall be made. altered. or varied except by writren iristrunient. Tld,s' report was completed to document the repairs to be inqAerriented I, the conwoor. Neither Crosstown Eugi- ireeting nor AAmn Ween. FE.. are responsible tor halAlity to Te ommer or others hor acts or onlissdons of the con- tractor to carry out the repairs in accordance with their agrverumt or Ar the corismiction raeans, meniods. tecli- limcautions incident thereto. The contracuu is solely responsible for the WAS .0 Of510MM 71 IS P A;'3 2 Fs' L PS 14:01 P 0 �74aa U VA BY: A'RN0LW,' RAU?iPEZ �-36Wk ALL C14ANGES MUST BE APPROWEED rdance %virli their agreenient. lWer specilicationsand elevation nial.) for inore infornialroa. X, ADAM A GREEN 116597 12100-0-14 _J PPOUi R'6G4,S",ERE-r3 ENGV'4FEER Co'IFIi°iVWsG 2 of 4 - Date: 12/20/2024 AkF,'F'1R,0kWL0' UVORK 13 COMPLETE CROSSTOWN VWR WkAL ifOMC N%PTC ION DISCLOSURE & DISCLAIMER It is known to knovvie(bleiible professioll,,d clivineers thm the soils In this ne„t isre subiect to Illovenielit due to expillisjoll, ('oil- trntion ol. de,11,;1filclition of tile soils etc. This soil moVefflellt COUld possibiv the l'oundation to move Mier tile remediati011 11mixvithin the a1mched report lizis been iniplemeatedind may impict tile smbility of the louridatiou,,lad s rttrse dalmloe. ',\,,O WARRANTY IS EXPRESSED (JR UMPLIFY) BY HIS EN(JINEER AST(YTHE PERFORMANCE OFTHIS DATION OR -THE REPAIRS THERETO. Diligent foundation nmiateivince to nminmin consistent soil conditions 11om, the perimeter shoidd reduce further probleru. ,,ifier tile recommendmions within This report have been implemented. However, sea- somil moiqm-c vui<aious, water leaks, ero,ion mid other futors rwiviffect the mabilityofthe founchtionmid put it in hriger offtirther cl-mu,,ige• HUMMUTURTEMM Tiris rt:1)Ort IS �N7 ritten t6r informatiomil purposes Only and Is not in ti:) be xi demiled technicM ev.du.,mon of tine property or wi inventon- Of defects. Tile opinions expre.;�sed in this report ,tre based Cann I visiml evilimtlon ofcufrent conditions observed ant tile time Of the Inspection. MERE IS NO WARRANTY, EXPRESSED OR IMPLIED, CON(."ERNING THI'-., EN01- NEEREG REPORT. I -lie infornimion ]it this report mipersedes any verb"If commellls. expressed (If' inlplied. nride by Crosstown Land Development service", or its princilmls, ,igems or emplovees_ The client agrees timt neither CLDS wr its employees (If ovviiers will be re- sponsible for: 1. Kiiinviedi-ye of tine submwfrice conditions without exTellsiVe VeOledffliC,11 diIM ObMllled f1`0111 OIBOC drilliII21 Illkl teStM2 Of the recovered sample"', - - 2, Ktiowled2e of cuicks, verfical differentin I displacement of flooi- without 1111coveriliv of' tile floor 1)v [lie client: mid 1.Any Other eleniew sucli,,is joists or bemns mid Other strucwrcil menibens th�-il is boxed Or otherwise not reii(fily imi&ible to ('I-' ft:)r viewine, 111cl rejeatses CE from imy li,ibifity ,tttribmable to siwli kriowledLe of colidilk6lis. bed I I Any prescri -elmir or nimliterimice p1m) clelililed 1:�v this, report is b,�ised on obsenpm'ow, of appm,ent perf(:mmince of the fzicil- Ily M the time of this, strunlrill'survev, Complimice with mly code Or speclficwion other thim ms expressly tioted is specific,ilfv The provided Floor Elev,,ition Mq) mid resuhing, recommendmions ;ire Nised on conditions ;is, they uwx exi,.,.,t mad DOES NOT UMPLY OR NVARRA'Nu THAT OTHER PR()BLEMS ANT) OR ARFAS MAY NOT MANIFEST IN THE 1`1_7117RE, This report Nviis, prepared expressly, for the ctient 'Ind expressly for tile pulpose", 111dic'Ited by the client. Permission for use by ,my other penrin tor miv purpose, or by the dient for different purpose is denied wiless otherwise smied in wrifing by CE, CE `,HALF. HAVE NO LIABILITY FOR ACTS (.)R oMISSIONS BYTHE CONTRACTOR OR SI.-BCON"FRAC'FORS PERFORMING WORK ON -]'HIS PROJECT. c)RFHE FAIL! -RE OF THE CONTRACTOR TO PERFORM Till. WORK FN pl.,�.N."\, CE IS NOTRFSPON.SIBLE FOR FHE CON'STRUC110N MEANS, MLTTI- . .. .... .... . - ..... ..... � P-CEDURES OR THE PRECAL _TION!,, INCIDENTALITILRET0, �r PAGE PELEASEDFOR P ? L YOFFITNESS FOR A PARTICITI-AR PUT'RPOSE and the dielit expressly ,my ww,rauly of fitues,; for ,i porticulm- purpose with respect to this report, THE OPINION OF CE ANDTHERE ARE NO WARRANTIES THATEXTEND 01: THIS AGREEMEN"F, K'ZOVIDa AM0 SC, LETTEF1 ddt Fi'�CiM S�MSTMRL-M ENGNE!M, SM' 1HNM"E,,'T!0,N MM i="kPPRCVAL 0F FIER WO',RK 13 CWAPLEHl`"� . . . ......... ........ ..... ............. ....... . ..... . . ..... . ........ ........ ....... ... . ......... r Page 3 of 4 - Date: 12/20/2024 CR6 SSTOWN ... ..... ... . ....... . V3 'I S AGE UC70N 1.6 k. 2.5 *02 SY i�,,RNOUO R A TSEWE� t4 a S3 -09 7 ;,�LLCHANGES NIUSII' 3V' 01 `E U . . .. ...... -07 0.731A 0 2 0,6 E] 0 r) A L 0 L GME' !?VSPE�C110N A'MD APPROVAL OF P#'ER INISTALLPMON `,,V�MEN ... . ....... 1,6 Zo 4 I — Customer has cocncrete piers Around entire grade beam wood dec�, 29 1 M 13 20 AIRI-INE DR.. GRAPEVEN F. TX. 76051 PLEASE. ASE NOTE: THIS DRAWING IS PROVIDED FOR PRELIMINARY PERINITI-FING PURPOSES ONLY AND is A LIMITED PLAN OF RER-UR. ADDITIONAL WORK MAY BE NEEDED ONCE THE FOUNDATION WORK HAS BEGUN BASED ON THE PERFORMANCE OF ']'HIS LYMULD PLAN 01: RERAIR. HAS PROVIDED REVILW OF LIMITLI) PLAN OF REIAIR A, "D IT CROS ENCY P IS OUR OPINIONTHAI* ITIS REASONABI E AND SAFE FOR THE STRUCTURE - IF INTERIOR PIERS ARE SHOWN ON THIS DRAWING rHE CONTRACTOR WILL PLACE THEA1 BASED ON THE LOCATIONS Of-, GRADE BEAMS. PI.J..7.%IBIN(7J LINES AND POST TFINSION CABLES. qjj .4 THEREFORE.THE LOCA11ONS SHOWN'ON THIS NLNPARE: APPROXP%4-XFE. THE CONTRACTOR SHALL PROVIDE *THE MEANS AND METHODS OF THIS INSTALLNHON, ADD]TIONAI. REPAIRS MAY BE REQVIRED UPON REVIF , U'OF THE STRUCTURE BY CROSS TOWN ENGINE ERING. 12/20/2024 FINS IS A PROPOSED SCOPE OF WORK AND FIAS NOTBFFN COMPLETED THEREYORE NVE ' DO Crosstown Engineering -ND� FION RER, IR W A \�OTCEKFIFYANY EXISTING OR PROPOSED FO[ N X ORKONIIIISM PATTHIS TIML� Texas Engineering Firm (F- 15944) IF THE READER W'OULD LIKETO BE CERTMN THAI- ANY PROPOSED OR ExisFING REPAIRS Greenville Ave. Ste 320 HAVE BEEN compf-ErED THEY MUST REQUEsF AN ENGINEERING CERrIFICArE FOR 'THE Dallas. TX 75206 SUBJEcT FOUNDATION WORK FRONTI IF FOUNDATION REPAIR COMPANY,