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Home My WebLink AboutSFRA2025-004127 RECEIVED: 10/28/2025 25-004127 710 MICHOL ST FOUNDATION LOT-. .......... .. ..... _ BULDING CONTRACTOR (company ).CURRENT MAMINGADDRESS-- T :..:: :�� ...::W.... ... _ _.. . __ w ..__ .� _. PROPERTY OWNER-. ADDRESS:CURRENT MAILING PROJECTVALUE,M PHONE NUMBER: 4__.. FIRE SPRINKLERED? YES NO .�'.,. WHAT TRADES WILL BE NEEDED? ELECTRIC PLUMBING MECHANICAL DESCRIPTION OF WORK TO BE DONE* )r r USE OF BUILDING OR e .W . ,�, ..�. _ i NAME OF ® _ ... _... .. Total Square Footage under ® • �' ® 7 t t� i ti i I i 1 X i c ;• 1 r t' 1 i Iti r i i 4 '! w 1 7 f 1 .�" I i 1;: t` Y f i "�i i 4 I f XVIU7441 �d �: r e i t re �• � r. r a r r aM r � r� r� r .t o r � . � •' r a ` .._ t� rt e c r,.. � t ,.. • t' ^� c r "r.. i r' � tip r e bC41Ir rr r' ri t.:i film �`� �i• r� ii�1 r1^ 1 1t"1�sLa! it1"<��a.Ili r•:1 I1�gf =k �♦t IU*r{iI�1 �!t i1 ,1 i 1; i� i t ► 1' r i. ; 1 'i r t 4 it ► t t '1 , r PO Box 95104 WAA6 $x `099 001111212IIIIIINJI11- - ADDRESS 710 Michol St. Grapevine, TX 76051 LEGAL Courtney Square -a . �10110-:;Itl Building - Residential Alteration Project # 25-004127 M. Project Description: Install (9) Concrete Pressed Piers for Foundation, Repair [ELECTRONIC REVIEW] Issued on: 11/0412025 at 9:46 AM INSPECTIONS11 1. MISC. Building Inspection 7. Building Wall Tie Inspection 2. Building Setback 3. Building Foundation/Footing 4. Building Pier 5. Building Framing 6. Building Bracing / Sheathing i. Building Termite Verificatic" &. Building Energy Code 10. Lot Drainage Inspection 11. Building Final I Jamie Herriott INFORMATION FIELDS STRAIGHT LINE FOUN "APPLICANT NAME (individual) Jammie Herriott ATIOREPAIR DN (817) 640-1000 —APPLICANT PHONE NUMBER 8176401000 off Herriott VALUATION 5450.00 STRAIGHT LINE FOUNDATION Square Footage 1060 REPAIR * CONSTRUCTION TYPE VB (817) 640-1000 * OCCUPANCY GROUP R-3 • Jammie Herriott DOCUMENTS - MISC 01 710 MICHOL-CITY PERMIT APP.pdf Straight Line DOCUMENTS - MISC 02 710 MICHOL INITIAL ENO REPORT.pdf Foundation Repair & Drainage Systems ZONING DISTRICT R-TH (181) 729-8606 (1) FEE TOTAL PAID DUE OWNERS - Worldwide Lic Boo Building Permit Fee, ($150.00 $150.00 $150.00 $150.00 Flat Fee) Simple Alteration TOTALS $150.00 $150.00 $0.00 Page 1/2 MYGOV.US 25-004127,11/04/2025 at 9:46 AM Issued by: Amanda Robeson • I KL THE DESIGN --• • OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVALFROM APPROPRIATE AND O. FEDERAL November 04, 2025 Signature Date City of Grapevine Building- Residential Alteration Project # 25-004127 V`Ibll 10114l 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. ) City Approved Stamped Plans must be on -site for ALL INSPECTIONS. ) Project address must be clearly posted at the job site. NOTES > 24 HOUR 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 12:30 P.M. > PERMIT ISSUED IN ACCORDANCE WITHAPPLICATION FILE IN THIS OFFICE. ___ Page212 MYGOV.us 25-004127, 11/0412025 at 9:46 AM Issued by: Amanda Robeson I MW Bank 1114 R& Aledo. 1'eras 7600S Initial Ileport for f0updation Ajssgssment Date: October 27. 2025 Attention: Straight 1-ine Founthnion Repair (The Client) Subject: Foundation Retim A tit horizat ion Miter 1AWNecririg Wirsuhmus, WANINJ has been remirred by file (Writ it) p�:rforrn a rc\ ie\t oftlic (briti-mm's plan dated 1127 25 for dre slant on gnde finalklation systeill ofille I story duplex with brick %vnmr kwed at the suh�iect addresN referenced above, This rerim provides guidmwe as to whether or run the cWting AmnAnion spern is in need of reimir,The report also pnToww a remornmeruled phn if repairs me needc& NIA'livi-formcd a re\ se\\ ofthe Conqatmir's pN" Aw fire Wridatutin ttm, flictith1co propciry oil WHIM The (0mrmfor also performed as floor surwy raving, as /ip-1C\ el I'vo-2000 ,craw. collecting relmhe nmw matkuls,ui Ad At Mice ujogiviphy matIling of dw Ihm"si. WmWns Aw"n arc mijumed 6w the type or mang en"aatered to reflect a consistent plane, The map ofthe existing, floor cle\atkms can he seen W the figure attached m this report linsed on ret,re" of Ne (brimwkw; plan Av Che 11ountiat4m. anti reaminable Im-tolsshinal enjAncering oph9m. "M determined that sculenlem ofilre, knmdalkn has occurrcd ,and ,,,hould lic repaired. Alihough complete levelness carunot be tutiaranteed, or may not be attainable. the Colltract0r,� proposed plari Wild Wpm e the perkmairwe tW the 1buntimion. It is recurnmended dual nine (9) pkirs be installed as Indicated on tile 11gurel') attached to this wriml. lAwalrours ofinternal piers I if` neededl are intended to be uppnohmao The Gmtractor sivould locate the beams anti place duernal piers acetwdingl). Furthermore. the proposed foundathmi relvirs, shall inuct or exceed Chaplet- 4 of the 2021 International Residential ("ode (IRC). as it rclatck� it) foundatkoro am my kwal appliable miendnerIN to dw 111C. This report is Well Kited cut intim"mitm gmhoul frim rev iming Ore (Wilmun's plan"uld does nor Uwe iruto consider al it in ally v%hangc, I,, condii, or ow kmmoition or sailsatrcr tire Liate \v hich the inkinualk)n \vm, gatheW ALL C Hn;aaft6i S MUST" 0 1 4 � taw, 010 ,PP!,'�C)VAL OF REV'SE. P I- A N S CONSTRUCIION 110QRS P , MONDAY SATURDAY ONLY KEPT ON AOSATE Aj ALL 04 1NO, IVOFZK PF-RIP;UTTED ON, sul-14"DA I PROVIDE SIGNED AND SEALED LETTER FRO,M R.EG;1STERED ENWGINEER CONFIRP404,G SITE iNSPECT�CM! AND APPROVAL OF PIER fliNSTALLA110N 10,11,-'EN WORK S !,-,'0MP1-E7E cc "A Too VNE Ts"In Ramm An P,04?m,� M WWWO PLMIQ AD SE KEPT 01 THU jjE Q ALL TVW 051 PK5 WOW ................ -- ................. RECEIVED 10,28,2025 2500407 710 MICHOL ST FOUNDATION .......... . ....... ........ ---------------------- i, V t{Y,ga lr k irrtcli 1 C, i.i, nt General Recommendations-, It is recommended that a Auunerraar=,tsterta be installed ifilae h ous does not Itaare gutters. Installing as zn w urtertIng sys1etat \c ill direct w a ier� a %r tali' from tile,+ lcoundaatiton and recltrce tire potential for ,gerund er<>-.,iost near tile Couractastitrn lioaottrt{ . It is azl,d.o recommended that the plumbing Systems be Checked after any repairs are made to the 4<ttandation s',stctaa. ' erlicatl ltteoaettterrt eol'the fioundaaticon sys1em can impose stresses on tlte plumbing i!t!#alit!°tr�ttts� <atacl Cause Icalas. It is recommended me3tded that soil :`+#�;oelirrg he !°tram#tt:tittcci :;tsCh titan the @butiont J10t„nett1 c11` tile: iotrnclwt€ on is below graacle..is per the =,,0%CYlnnU Cock and as watering system he tttili/ed around the perimeter oi' tits: house, Huc°tualtiOns M trteoisturc eaotrtcrtat eol'the sods near the fioundartio n col` the h oww can crease cfif`lercrrttcal ,enlentc:ttt. I1`tile trttorstttrc° content is I, opt consistent. the potential I`eot-clil'ferceartiasl traeo�caracatt i, Mitigaated. Furthermore. ore°. M_rla lasts, ar ourtcl tile: Perimeter of' tile building should bt: raaaalw airtccl its wlioptttgt .t k a\ front tile° firundaatio n at as rrairriras€slat tol'O Inches full a601111 tilt~: first IM feet front tlae titttttclaatieott. "pare 1 wgr<telitag ccttafikguraation siteoulel pra.e%ettt leoc'aalitecl water. acclrtrrtrlating around atrea#, of tile fiouatel<attion. `°icattrrattctf soils elcc hsac ill bearing capacity and can r"trlr ill cliffirerttratl settlement {of'tlae f'iotlrtclaattatrt, flits report is Intended f�rr tratiortor;struts Itttrpa)>;es only. and tlae ,sale use eof Mte the°#rt ,and or Ilialneomeer, The wCisloc col'(Irrs report rs linmecl no tlae items related to the firclrtci,ttieon syslettr slier„. ;.tail it is understood that detectieo#r o f a:all c:xi,irng or polcntiatl clelec°ts is not leaa,silole fetr tills type itf'c.Latlta;atico##. 'I lie iratcrrt col, Oils report doles lean ilea it#cle rue§,.t#giant co€t army c>I`fhe st#perstrilc urre, detached bttilcltr u:'. rel airtita-W, or Iaritiaak-, walls. concrete a#rld'or "calla draaitlage. Ira addition, tlae sc opc^ of' data report cxc ltldess rriaateriaal atatcl sail sampling1esting prarceeftures ,and as such \acre not Ilerfiortracd, I`lac report i, not to he used lob' others for any purpose without coat W r-ilterr c onsa##t. C oaatpliatrrc'e a\tilt ium voote or ,pecif€caation ootfaer thesis is exprc, IN noted ire this report is specifically a'xcl ude& It Is file reslreort'dillity col' aetay Contractor to ,abide lox ante ettlm. applicable Codes or specifications, No w arrasttty fiat atsax rcp airs, f'ulurer liottraclaatict#a perliortaaat#ieee, "tr!!e°tut'e°, Ve° letalticbrt, ear scolk at the s:taNect prcop rt\ are e.ol'li;red by tills report, nor does dale; report imply «art\ Iia bdatx too IA', €scar Da noel Neortier, I'I: for attta lei+rti to be ats 3 re:slllt col`tliis rcp or»t. It is under,tet,ocl that saorls in this area experience 1110a011e;trt due; to moisture fluctuations, Such soil traco�e:tttctat ciotslcl cause tltc fiaatrtal.ttre##r to rateo\C alter the rcetorst#taeracleci r-Cpmrs lr;a\c bcc°tt made, Any provided Meteor° eloaaticotr elana and tecolIll #ae ndeei ;actions are based toll ,soil Condition-, aa, tile\ exist at tile.° tittle tol'ilte e,o alttastieotr. NIA' does ttaot atiaar°r;attt Or Imply thaat other problem" tataat not towel#r` in Mae fttttlre. No xvarrat#try% exPrc,secl or implied, is tttatcic err iracrided atatel tits linut cof liaaloibly ,Iratfl Itc° limited to (liar, fee Paid lion tills report at till film of e\ a1 itacon, Rep ort Prepared loy Nortier I:ttg xaitacermu,, Consultants, I.I. C "lers I'llunwerira" Firm (I-If18')ti) 1().'277()25 Datrtea:l Neortier. RE PreQssrcoraaal1:=ral,�incer(TX II3l57) L tr•,:::::::�::::�::.:-�:..,:��:�..:.�-.�:;,�:�;�.::.:::,:�:::..:,.��P,:,4:-..::�.�:.::,��.�.�.:.:::ea�.,�:...,:::.„0�,.5-:.ai4D te.,�,,.:::>,<�:..."�-:�•;�ooyo, "�l V1CD kStryst D s a, yetk t� �:"'I �'E F g�:i6.u�"'g 'd`��'Q 1 . %w 13 q 'a..i5 T h � �C "� D &Y'"""` 9 µ�',; ) i 1196t:wm. 5:= [i A MMF UU APPROVAL OF 'M R iNIidt ss.��.'1�. i N IliV iEN µn .wA F- A. 1,53 LET ..m,.............. .,,m�a..."................... 06 07 12 03 04 04 Zero Q 2 0 Q i I 00 0 2 -0. -0-3 Now pier PROVIDE SIGNED AND SETALEED) LEI T R 0 ri F:---, CIM R E G RE D E N C51 N E ER CONFIRMAISAIG SITE INSPECTION'AND APPROVAL a' OF [fig..R WH'EN WORK C&AFTETIE, Ott 1 Ott loft EEL 25 10/27/ By: BKM TERED EW H, CID -'Rr INSP CTION Mr -I MI-',!GG!IE, A Nil, Pi ROVAL C)- -IPI-INSIML-1-A NON IVIAIEN E WORK IIS CONIPLET-n Foundation Foornq NOTES 1) Piles shall be driven to refusal 2) Foundations supporting a 2 story building shall be supported with double piers as shown hovvev� r_ a single pier may be used it spacing does not excecid 6'-0' .;,�.,. .... ............. , EEL OR TER ri 4 .. Or 0! --Foundation Footing Steel Shims -Precast Concrete Block s. Resnfor-cing steel rebat— 7— -5ohd 6' Dianiele? by 12' long Precast Concrete Cylinder A) Single Pier for I Story 8) Eiciuble Pier for 2 Story For nounat spacing [See notes toradditional information) 1/21/24 Precast Concrete Piling Detail Diagram Not to scale a f. Straight ..ine Fo t air & Drainage, LLC Nfettd: - -M 8120A White Settlement Road Fax: 7- 00-7222 fort VVort , .. X 76109 www,straightlinefounciationrepair,com Cell 817-566-6976 Email address: 3-0ct-'2,; _. Prepared tsar i. aka d4 a °w>.,.y,a•,> ZME232= Co act Phone: -' -9 a mail:.. Project Address i(I Nlicho l si Gr«tpe%,in e 70051 s..R^aatir.';r@or M^mtaauc;nyT� t s,n'za°^y nsCall 4:�YRtirCtk� Ct"s"sk"tl 6tsrs to ilt't tsYe& st�skstl'ixt * ' _ lt, � . .. stet. •.�._..,... ........ Piers will interior tsreakautws I Pier will be an exterior breakout I'exst i*ltasnt�fTs "T`�st Gutters tstx*td to be installe (Tn 2 a*s,t� _......._. ,.M. _... . „�'v. ,+r ,,M '::*r re„a, ,,3 .:,''.«,""r,},SiP.„s,„,.,•aa:b-src:;,„'t7:rr Pryrasa', rix es-;ietdax4rrr,8n, xrr Y°rn+c:',p�?,er.t,rn»•FM1 ,vas.+•a•ww zw, r,,:, }. .'.:ro,-.r :::r,•a"a,'ra, ew"t St'aevw! sr sr , q, d W th ""I eY Z..^�,• .Fn,<; ;KnwcrP°�s„t, r,� .>b.; :"xa a "�, .zkm.. ad'„ ° 4..atR"v •,,, "'0 Oown payment ,72 a,p'0 Grand TOU0, Balance due upon enatapiatsora 2.7 0 ,......... ..m ._...._ .. x C k ot,y4 aK.n(V a4i to ;r"'i✓'t• :',,:�LKu6 p, pWO1K:�J%sk lV IV,; AU WO 3XT eX geY}9Y; l i:wpa, t A'•"706F,x ;W,ff tr 0 t'4^£,q :^(,X`'° r-4:r, Ni:dT"f� s£,IN,W)t:t 0 r A V -,w VAUI;,')rrs ,'aY',:5£ca grt k.3Tx, Arn +,a;ktat al"'Any MW are Psaf?t'Zat ec e$,,= rtrrta, b"rGU awaIMWIZNr 7 Car.? "rbar wvl,, Dates, _._ .. !NS7P'ECTa'N AINI,,� M�, Tom" �°; al Pier - ,New Concrete r Interior Breakout pier- Existingpier- Existing Pier being adjusted -