Loading...
HomeMy WebLinkAboutSFRA2026-002168ritut1vt:U: Mutceu 26-002168 DATE OF ISSUANCE: RAREVIN 1803 FERN CT INSTALL 9 FOUNDATION PIERS PF-R.NHT,#' BUILDING PERMIT APPLICATION JOB ADDRESS: 1803 Fern Court, Grapevine, TX 76051 -SUITE LOT: 22 BLOCK- 5 SUBDIVISION- Ridgecrest Add BUILDING CONTRACTOR (compatic name): - David Oun CURRENT'_MAILING ADDRESS: 1721 W Piano Pkwy suite 222 CITY/STATEIZIP: Plano, TX 75075 469-980-8359 Ffix # PROPERTY OWNER: Vanguard Realty Corp CURRENT I DRESS: 49A2 Marathon Pkwy CITY/STATEIZIP: Liftle Neck, Ny 11362 PHONE NUMBER. 469-980-8359 PROJECT VALUL: s 2700 FIRX SPRLN7K-LERED? YES W-HATTRADESWILL BENEEDED? ELECTRIC PLUMBENG DESK RIPTIO'NOF WORK TO BE DONTE: Foundation work installing 9 piers Residential USE OF BUILDING OR STRUCTURE. NAME OF BUSLNESS: Total Square Footage under roof. 1776 Square Footage ofteration/addition: NO X MECHANICAL X • I hereby certify that plans have been reviewed and the budding oill be inspected by a certified energy code inspector in accordance with State Law. Plan review and inspection documentation stiall be made available to the Building Department (required for new buildings, alterations and additions) • I bereby ccrrll° that plans have been suhinitted to the Texas Department of Licensing and Regulation for Accessibility Review, ControiNumber: (Not required for I & 2 family dwellings) • I hereby certify that in asbestos survey has been conducted for this structure in accordance c0th the regulatory requirentents of the Texas Department of Health. TEQT-IRED FOR DEMOLMONS, ADDITION'S AND OR ALTERATION TO C07SMIERCLAL AND PUBLIC BUMDUN GS) 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 iiolation of any code or ordinance of the CityOf Grapet-Inc. I FURTHER -MORE ITINDERSMCND THATICI ANS AND SPA CIFICATIONSARE -NOT RENTENVED FOR HAININCAPPED AC SS BY THE CITY, AND THAT THE DESIGN PRO FESSIONAIJOWNER IS RESPONSIBLE FOR OBTALNTNTG SUCH APPROVAL FROM TBIE APPROPRIATE STATE AND OR FEDERAL AGENCY(S). PP.LNT'r NAME: David Oun SIGNATURE Pa_v-�& PHONE 469-980-8359 F _mAIL. David@amxrealty.com OCITECK BOX TO BE CON-IACTED BY E-M-AIL THE FOLLOWING IS TO BE COAIPLFTED BY THE BUM,DLNG INSPECIICON DEPARTME N'T Construction Type' Pei Valuation: $ Setbacks j Approval to i6e _ES Front: Electrical Occupancy Group: Fire Sprinkler: Y NO Division: Build ling Depth: Phlmb4 MeOfdnical Zoning: r� Building Witift Rear: Occupanc-,' Load: Grease Trap Hood Plan Review Apffoval. P'\ Date: lfa�i ,L) Buildim-z Permit Fee: Site Plan Approval: Date- Plan Review Fee: Fire Depailment: Date: Lot Drainage Fee: Public Works Department Date: Sewer Availability Rate: Health Department Date: Water Availabilit� Rate: Approved for Pemit: Date: ETotal Fees: Lot Drainage Submitted: Approved: I Total Amount Due: RO BOX 95104, GRAPEV114E TX 745099 MT, 410-3165 0:fORMSMSPERWAPPLICAnONS 1102,Rau.IU04.5:0r>.2,'07,11!09,4;11.Zlg City r ireBuilding Residential PO Box 95104 Alteration Grapevine, Texas 76099 817) 410-3166 Project4' 9P, j Project Description: Installing 9 piers for foundation. � (ELECTRONIC REVIEW) Issued on: 06/17/2026 at 9.38 AM ADDRESS INSPECTIONS � 1803 Fern Ct. - Grapevine, TX 76051 1, Building Final LEGAL INFORMATION FIELDS Ridecrest Addition Bik 5 '*APPLICANT NAME (Individual) David Oun Lct 22 —APPLICANT PHONE NUMBER 4699808359 PERMIT HOLDER APPLICANT E-MAIL David Oun AMX Realty VALUATION 27 00 (469) 980-8359 Square Footage 1776 CONSTRUCTION TYPE VB COLLABORATORS ® David Oun " OCCUPANCY GROUP R-3 AMX Realty DOCUMENTS - MISC 01 BUILDINGPERMITAPP1803,pdf (469) 980-8359 DOCUMENTS - MISC 02 Engineers Repo rt-FemCrt. pdf OWNERS* ZONING DISTRICT -15 - Bradley Maciulewicz FEE TOTAL PAID Building Permit Fee, ($150.00 150.00 $ 150.00 $150.00 Flat Fee) Simple Alteration TOTALS $150.00 $ 150.00 $ 0.00 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). Page 1/2 MYGOV.US 26-00216& 06!1712026 at 9:36 AM Issued by: Sandra Brandt SSTOWN ,&4Qf N- NJ LWINC� P,M! & f :I-IOAH IN N,0 , � ON Date: me 10. 2026 Attention- Rida Kaiser ( sutaject: Standard Initial Foundation Repair Evaluation Slab Foundation 1801 and 1803 Ferri 0Grapevine, TX 760 5 1 Crosstown Emaineerin2 i CE) Nva& rerained to inspect tile subject foundation and to provide an opinion regarding the performance of the fowidation. This report provides OUr reasonable professional opinion of the condition of the foundation oil the dale of' our inspection and does not take into consideration any changes in the condition of the foundation or soils after that date. The contents of this report supersede any verbal comments made reelardint, the structure before. during or after tile inspection and this report vvas prepared for exclusive use of the person orpersons this report Nvas prepared for and vve do not have any obligation or contractual relationship to any (-.)iher pam'other Sel_N_ tionS for rhan the party this report Nvas preparedOb for, a compliance xvith In%, code or specification other than those explicitly, stated are not hicluded. Scave offf'ork The sub ' iect foundation was visually inspected and a floor elevations survey was performed ill areas that were ,accessible at tile time of the inspection. The opinioirs, provided within this report are based oil tile experience alld judi-prieut of the inspector and tile iiiformation provided at the time, of the ilispection, This report also gives enizineerin2 advice with regard to the best and most economical repair method assuming normally expected -4 1 -it to , s isurface conditions and cony construction methods, It is knoxN all educated en6lieers with knowledge of the active soil supporting the structure that it full repair plan would include tile underpinning of the entire structure and is not economically feasible due to the cost vs. benefit and the risk of resulting damages, Scope This report is for informational purposes only and is not intended to provide a detailed invemory cat` detects or tectinical evaluation of the str uctiire. drainau system or the overall property. The inspection excludes plumbing tests or procedures. verification of previous foundation repairs. franied detached buildings, privacy or retainino, walls. Qeneral site draillaoe 'INA-a-v from the Structure. material grad soil smipling testing. and Verification of Concrete reinforcement or kaiovvledue of the location of interior ulrade beams. boxed structural members not in plain sklht or previous repair Nvork. Tile client or individual ordering this report aafree that Crosstown Engineering is riot responsible for luioNviedge of the subsurface conditions withOlit extellsiVe 2eoTeelillical illvestip-atioil including on -site drilling or testing ofsarnples. zr - The future performance of this foundation cannot be predicted due to variables our of the control of the inspector. Therefore. this report does not predict or warrant the future performance of the sirb�ject foundation and the reader is encouraged to read the entire report, -. . . . . . CRO':�ISSTOWN ,&4Q� 3 N-NJ LWINCP,M! & f :I-IOAH IN N,0 , A IIN Documew Revieii-, Documents were provided for review, Documents that provide original struct-iii-al design drawiligs, design conditiolls. e or -'as-built" drawings or slab elevations at the time of cm orisiction were not available at tire time of the Insp ctit i. Therefore. knowledge of interior grade beani locations or other foundation information is unk-nown, If existing piers are shown in the limited repair plall, their locations were Provided b\1 the client and are approximated. NVe do clot certify their performance or existence. If the reader would like to determine if they are present. they must cont let the oNvrier or contractor to obtain an erruiiieeriu certificate for them. I - General ob,scm-oiimts: For the purposes of this report directions will be described tising the terms left. right. front. and back with the frolil Z' - referring to the side of the structure indicated on the limited repair plan. The strumire is one story tall chiplex with aslab-on-grade toundlation1 The primanv stnictural systerii of the smicture is a wood framed systeiii with exterior brick veneer and interior drvwall xvith various finislies. The foundation -was not exposed durnig'our hispectic-ni and was covered %vith various flour -covering types, Gtirterine, pooriarjoii Materhig Circe -inn anti T"eectation Observatioits; The terrain immediately surrounding the stmcnire was visualh, observed during the inspection, We observed the • The -nutter system is adequate. • The drainage systeril is adequate. • The terrain is landscaped with grass. several trees, and some shrubbery, No trees and: or shrubs are close to the foundatioll, F/Por Elerarion D[scn,ssion: A relative elev'atiorl floor -slm-ey was performed using a Ziplevel Pro-200013 to iiiap the sairface topography of the floor of the living area and garage ot'present ). The floor plans ;and the elevations are Illustrated oil the limited repair plan. The elevations, were adjusted based on the floorIlUly tYpe elicollmered to be oil the same plane as the base lay hit floor type. If a garage \vas present. the garage ceiling was measured and i(djusted to be on the same plane as the foil lidatio I I. Garaze floors are designed to slope and are not as effective in measuring foundation movement, T'JS j IC11111 Obsem -aliol i's" t7pon review of the beint locations we recommend updating the plan of repair. lit addition, it has come to our attention that a plumbing leak is present. We recommend identifying the leak location prior to repair. Brick cracks. &N-wall cracks, ceilin cracks. frieze board separations, true separations. Walt- floor separatioris. sticking doors and sticking windows were observed. III addition. the retaiiiiiia wall on the riolit side is leariiu and bula-iu to the ri �aTht. Based oil our observations of the stnicture, the structure s ph.-y-sical dariiage, and revlex of the elevation niap -%T,-e believe the structiire has experienced foundation movement over the life of the structure. re tiIILT III Iffif eren 3. movement of the slab -on -grade fowidationsd CRO':�ISSTOWN ,&4Q� 3 N-NJ LWINCP,M! & f :I-IOAH IN N,0 , A IIN Founcicition Repair Recommemiarions: We recommend performing tile followilig III tile approximate locitioils, of the sirticnire as Indicated oil tile limited repair plan: Identify the location of current plumbing leak prior to repirrs. Install 17 total pilings (4 exterior. 13 breakouts) (steel piers). It is rioted pile quantities may cliange per interior grade beam locations. The purpose of the piling installation is to support the failed areas and improve elevations in arels of differential settlement if possible. Please see the limited repair plan for more information. The foundation repairsare to meet or exceed 2021 IRC. Maititew-im-e We recommend pre-lit'l and post -lift plumbing tests be performed oil the sewer and potable plumbing fines. The Z� - results of tile tests should be iiiiiiiediately provided to our office. Mairitainim, a fuliv frinctioni'my ratter systeni will minimize ponding. soil loss and erosion, and will help Control seasonal movement near the foundation. Tile mitter sN'stem should direct storm-N-vcater dischime away from the foundation through downspouts to a well -drained area that is graded away from tile foundation. Optimally, we recommend the utter sysrem disclian-le via iii-ground solid pipe to -I low-lying area far away from the foundation, Ve,jetation marilreirarice and as foundation and vard-watering program NN-111 also help control seasonal movement, Nlaintaining- consistent moisture levels III supporting soils at all times of the year is necessary. It is important that the soils be stabilized and timintained Nvith grass or ground cover around tile perimeter of tile struettire to prevent erosion and an exposed or improperly embedded foundation. Large to medium-sized trees. and even tar ge or numerous shrubs. urowimi wo close to a foundation can dramatically effect tile moisture content (if the soils within tile zone of influence beneath the structure, Root wstenis extract large quarintres of water from underl-ving soils and result III lart7e volunietric chaiwes in the soils (shrinkage). As [lie tree absorbs water from the soil and tile soil volume decreases. the foundation will -settle in unsupported, If problematic roots are observed, we recommend removal or installation of tree root barriers. Gradim! of the soils around the foundation is a critical element to vour foundations health. Sloping tile soils away from the home and preventing water from poilding near tire foundation is needed to prevent soil 4-heave". Ifporrdilig is noticed near the foundation during tile rainy season. consult withan engineer or drainage contractor immediately. Over-saturaied soil-, can cause "heave- or settlement and contribute to foundation movement, Eypectritions of the Dinirecl Founi'lation Revoirs: The proposed limited repair plan is interacted to provide as reasonable plan to improve tile performance of the foundation and is not intended to level the foundation, The contractor shall determine the amount ofelevation correction needed based oil tile reaction of the structure during the lift in order to minimize damages and additional stress, Because the smicture lias endured foundation movement and framing distress, residual differ" f'I perceptible floor slope or some leaning door frairiesNvindows or other re -occurring damages Ad el e ISSUeSS! F May remain following the foundation repairs, T The soils beneath and surroundinLy tile structure are known to shrink and sivell as the seasonal -4,ail nloistiue,;Co wjix, fluctuates. Moving forward, we anticipate that some crack-s III the interior and exterior w"114"wi-11 surfac,&Auezra;- i 3 of 7 - Date- 6 10 2026 CRO':�ISSTOWN ,&4Q� 3 N-NJ LWINC� P,M! & f :I-IOAH IN N,0 , A IIN -en after foundation repair, Periodic repair of this type of cracking maybe seasonal movement within the soils, eN needed, Underpins (a.k.a. Pilings or Piers) are constructed of steel or concrete and cost and perforinarice will vary. Generally pe, akiiiL , the deeper a piling is installed, the better it will perform. Shillow itastallatioaa, may be acceptable if the% are terminated into rock, This inforniiiion is meant to sene as a guideline and the ovvner must decide a reasonable cost henefit on the property. Piling design is best done this (1,11a frame a site -specific soils 1111"estwitioll. Such an inves�dgation was not provided and is not a part of this scope of work but Nve strong-ly recommend obtaining this data. If this data is not provided. our pier design is only intended to be a mininiumstamiard based solely upon average soil conditions in the general location ofthe property and as such. may not neces,,irily provide maximum performance. 4 of 7 -Cate: 6 10 2026 CRO':�ISSTOWN ,&4Q� 3 N-NJ LWINC� P,M! & f :I-IOAH IN N,0 , A IIN Di,sClt7h)ier micl Disclasure: The fees collected are for this report and inspection only and do not fliclude additional seMces, Additional eiwlneerimy services such as construction compliance inspections or post -repair hispections, -ire available at an additional cost. A request for a construction compliance inspection must be made in a timely manner before commencemem of repair work, Otherwise. we accept no responsibility for tile proper execution of the repairs'. Crosstown Engineering will only perlomi tile post -repair inspection if tile proper paperwork is provided at the shire of the request, The papenvork- should include the type of piling installed. the piling installation depth, tile filial pressure and tile final scope of Nvork. If tile scope of work is to be altered by the contractor, we must be notified prior to installation. It is knovvii to educated professional eligilleers this the Soils in this area are subliect to movement due to expansion. contraction or densification of tile Boils. etc, This soil movernent could possibly cause the foundation to move after tile remediation plan Ims beerl implemented and may impact tile stability of the foundaiion and cause damisze. We do not Nvarram the future performance of the su�ject foundation and tire reader is urged to review this entire report. Tile Limit of liability is limited to tile fee paid for this opinion, No furtheragreerilent shall be made. altered. or varied except by written instrument, Dili!zent foundation care to marmain consistent -soil conditions alone-T the perimeter should reduce further problems after the rect-,miniendation,, NvIthin this report have been implemented. However. seasonal moisture variations. water leaks. erosion aad other factors inav affect the stability cif the foundation and put It in danger of further damage. Neither Crosstown Engineering. its sub -contractors, nor Adam Green. P.E., are responsible for liability to the owner or others for acts or omissions of the contractor to carn, out the repairs in accordance with their agreement or for tire construction means. methods. techniques, sequences, procedures or the safety precautions incident thereto. The contractor is solely responsible for the warranty of tile work performed in accordance Nvith their agreenienr Please see tile pier specifications (if provided) and limited repair plan for more iiiformatiorl. C rosstown Land Development Services Texas Engineering Firm (F- 1459,44) AC)AM A GRE' E N Adam Green, P.E.. MBA 116597 Q Professional Engineer (TX = 1 1659� 6 1026 FRONT VIEW 1 1 1-7 1 7] 99H ME SHIM10 E CYLINDERS-- kED SLEEVE CAP SHEET-� MOM ,IER STEEL PIPE ROUT FILL CYLINDERS PREFERRED Li CTION PLATE-----------L 1 '01 AN 'C'T,. GRAPEVINE TX 760-5 1 8 ND 1803 FERN, - WOMPAWMAWN. � ......... . I I I � � 'a ,..... . . .. . .......... CONSTRUCTION NOTE: THIS DRAWING IS PROVIDED FOR PRELIMINARY PERMITTING AND CONSTRUCTION PURPOSES ONLY, IF INTERIOR PILING LOCATIONS ARE SHOWN ON THIS MAP THEY ARE APPROXIMATED AND ARE LOCATED WITHOUT KNOWLEDGE OF THE LOCATIONS OF THE INTERIOR GRADE BEAMS. THE CONTRACTOR SHALL MAKE FIELD JUDGEMENTS BASED OFF OF THEIR GRADE BEAM INVESTIGATIONS AND OBSERVED SLAB QUALITIES TO FIELD LOCATE THE FINAL INTERIOR PIER LOCATIONS, FINAL SCOPE CHANGES SHALL BE APPROVED BY THE ENGINEER OF RECORD, � I / . . ........ . 1� 1��I�l �11� ­, 110111 WINNIAIN, wl mil mg,W� 11 11 1 1 11 � " PLEASE NOTE: IF EXISTING PILINGS ARE SHOWN ON THIS MAP, THEIR LOCATION WAS PROVIDED BY THE CLIENT AND IS APPROXIMATE. CE DOES NOT CERTIFY THEIR PERFORMANCE OR EXISTENCE. IF THE READER WOULD LIKE TO DETERMINE IF THEY ARE ACTUALLY PRESENT, THEY MUST CONTACT THE OWNER OR CONTRACTOR TO OBTAIN AN ENGINEERING CERTIFICATE FOR THEM, D;W D 'Al 0, 7 0 0 L MONOLITHIC 03 3 1 1 1,1910 GARAGE GARAGE 0 04 -7 9 Lp 28 1_0 9 1 A 1 0 A 9 09 25 14 -0 2A -12 -m -02 2 2 1 4 0 -12 09 -13 0,7 21 -10 -06 — -7,4 -08-00 02 63 1 7 -13 01 3 -08 05 07 0 0. 3 019 41 05 1 11 10 1 1 2 0 MONOIJ I BEAM LOCATIONSi FRONT PROVIDED BY OTHERS r i 0 1� 7 1,2 0.5 1 4 0 8 0.19 11 NON - NIA MONO NIONO 3 c 3 18 —LPJ LEANING RETAINING- IAIALL • IDENTIFY THE LOCATION OF CURRENT PLUMBING LEAK PRIOR TO REPAIRS, • INSTALL 17 TOTAL PILINGS (4 EXTERIOR, 13 BREAKOUTS) (STEEL PIERS), LIMITED REPAIR PLAN 'NOT TO SCALE - ALL LOCATIONS APPROXIMATE' PRE -LIFT ELEVATIONS BY CE � 12,02,23110.0 POST -LIFT ELEVATIONS BY CE (X.X) LEGEND v4l 4h, ELEVATION BASEPOINT PROPOSED PADfBLOCK X EXISTINGPIER 06104.- -EXISTING BEAM PROPOSED PIER EXISTING BREAKOUT Ae- CR0SS'1T'0"-WN EN14- TBPE FIRM F-15944 - WWWCROSSTO' CROSSTOWN (469)-751-7694 - DALLAS M ENGINEERING! FOUNDATION REPAJR 1 A 180 /AMD 180".3 FERM CT., GRAPETw'lfllE,'_l__ r W.