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HomeMy WebLinkAboutSFRA2025-004550 ECEIVED: 12/02/2025 DATE OF ISSUANCE: 25-004550 4394 EA INSTALL (17)STWOODS PIERSDR FOR FOUNDATION PERMIT #: BUILDING PERMIT APPLICATION JOB ADDRESS: 4394 Eastwoods D rive I G ra . pev! . n e I I TX, - 7 6051 SUITE LOT: BLOCK: SUBDIVISION: BUILDING CONTRACTOR (company name): GIL Hunt company Inc. CURRENT MAILING ADDRESS: 3932 Benbrook Highway CITY/STATE/ZIP: Fort Worth TX 76116 PH: # (817) 952-1435 Fax # PROPERTY OWNER: Pam and George Lovelace CURRENT MAILING ADDRESS: 4394 Eastwoods Drive CITY/STATE/ZIP: Grapevine, TX, 76051 PHONE NUMBER: (803) 381-3543 PROJECT VALUE: $ 11,839.40 FIRE SPRINKLERED? YES NO — WHAT TRADES WILL BE NEEDED? ELECTRIC PLUMBING MECHANICAL DESCRIPTION OF WORK TO BE DONE: installing 17 total pilings (13 exterior, 4 breakouts). USE OF BUILDING OR STRUCTURE: Single Family PO Box 95104 J, 6099 evine Texas 7 ADDRESS 4394 Eastwoods Dr. Grapevine, TX 76051 LEGAL Eastwoods Blk 1 Lot 6a PERMIT HOLDER Hayden Slack QL Hunt Foundation Rqu air (817) 952-1435 COLLABORATORS - Hayden Slack GL Hunt Foundation Repair (817) 952-1435 Building - Residential Alteration Project # 25-004550 Project Description: Installing 17 total pilings (13 exterior, 4 breakouts). [ELECTRONIC REVIEW] Issued on: 01/21/2026 at 12:07 PM INSPECTIONS 1. MISC. Building Inspection 2. Building Setback 2. Build inc_—Foundation/Footil. 4, Building Pier 5. Building Framing 6. Building Bracing / Sheathi 4 —APPLICANT NAME (individual) **APPLICANT PHONE NUMBER APPLICANT E-MAIL VALUATION Square Footage * CONSTRUCTION TYPE * OCCUPANCY GROUP DOCUMENTS - MISC 01 519� Flat Fee) Simple Alteration 7. Buildinq_Wall I . ie Inspection 9. Building Energy Code 10. Lot Drainage Inspection 11. Building Final M Hayden Slack 8179521435 11839 153 VB R-3 4394 Eastwoods Drive.pdf c Initial Report - 4394 Eastwoods Drive 11.18.25.pdf R-5.0 TOTAL PAID DUE $150.00 $ 150.00 $150.00 $150.00 $150.00 $0.00 Page 1/2 MYGOV.US 25-004550, 01/21/2026 at 12:07 PM Issued by: Amanda Robeson 3rFT-,7_,TJ-qM14 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). January 21, 2026 Signature Date City of Grapevine Building - Residential Alteration P Project # 25-004550 !, Wtf 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. Page 212 MYGOV.US 25-004550, 01/2112026 at 12:07 PM Issued by: Amanda Robeson CR6 SSTOWN STW."l, FIU"L ff N,+M C MI,6 a. wr & �'A. 'A i,M ",A ",'N Date: November 18. 2025 Attention: GL Hunt Company Inc (via email) & Property Owner: Subject: Pre -Foundation Repair Consultation Report Slab Foundation 4394 Eastwoods Drive, Grapevine. TX Good Afternoon: C,�� GE S REQU Mll= Crosstown Einnneerim, (CE) was retained to conduct as review of the limited l'oundation repair plan prepared by CjL Hunt Company hic (the contractor) it) determine- it) our opinion. it the recommended renlediation plan is it reasOffit- ble plan ot'repair based on the relative elevation nial) provided. The contractor provided a limited repair plan that included the pier locations and pre -fill elevations for the structure for out review. No other information was provided regarding prior enguicerinty reports. recommendations lot- fi)1111- I C" 4:1 C, dation repairs or construction documents relative to this structure. If existing piers are shown In the limited repair plan, their locations were provided by the client and are approximated. We do not certit'y their perl'ormance or ex- istence. Ifthe reader would like to determine it' they` are present. they must contact the owner or contractor to ob- tain an engincering certificate for them. CE has not performed a visual inspection ol't fie structure. Z�, The slab -on -grade Foundation has settled towards the areas where piers are located on the limited repair plan and physical damage is present which, indicates a need tor remedial measures according to the contractor, C, GL Hunt Company Inc has recommended pefforming the following in the approximate locations ot'the structure as indicated on the limited repair plan: histalfinL- a 17 total pilin-s ( 13 exterior. 4 breakouts). LI Upon review of the elevation drawing and based on (fie contractor's evaluation ol'the property. we believe the pro- posed limited repair plan to be as reasonable and limited repair. The foundation repairs are to meet or exceed the 2021 IRC EYL�tcqtr ons am/ Athfitional Recommentlations: This report provides our reasonable professional opinion ol'the condition tit the foundation on the date of the in- spection by the contractor and is based on the data provided to us and does not take into consideration any changes in the condition tat` the foundation or soils after that (late. The contents ol'this report supersede any verbal coni- ments made regarding the structure before. during or alter the inspection. Although document review Is tan integral part cat` the foundation repair process, we recommend obtaining a visual inspection by a licensed engineer. CE can complete this visual inspection for an additional tee. This limited repair plan is intended to provide a reasonable repair to improve the perl'onnance of the foundation and is not intended to level the ttxindation. The contractor shall determine the amount ol'olevation correction needed based on the reaction ol'the structure durinZt" the hit in order to minimize dania.gesand additional stress. � Because the structure has endured pre -repair foundation differential movement, residual differential elevation and perceptible floor slope or other noticeable issues may remain Followin9 the foundation repairs. Damage to the struc- ture may arise during the foundation repair installation activities. 4n, 1 7 Page I of 5 - Date: 11/18/2025 L.-EC ^�....T 7. R 4PPRO�,,"%L OF PILk a r4STAIL! - 1� .11-1-1--1--l-11- 111�0r`,, �s CI,,',,MPuf-,-�: CROSSTOWN SMVI!, FUkAL ff N,+M C Mw, -yr & �'A. Mi',M M,',,PFC 5 Tile soils beticath and surrounding the structure are known to shrink and swell as tile seasonal soil moisture content fluctuates. Movim, forward. we anticipate that some cracks it) the interior and exterior walls will surface due to Z' seasonal movement within the soils, even after foundation repair. Periodic repair of this type of cracking may be needed. A foundation all(] yard waterinZn g and foundation maintenance program will help control seasonal movement, It is Z7 important that the soils be stabilized and maintained with grass or ground cover around the perimeter of the struc- ture. In addition. tree and shrub removal or root barrier installations are advisable it' trees or bushes are observed to In close to the foundation. Tree roots can cause "]leave" or settlement cat the foundation where roots fr o and ab- sorb moisture over time when planted close to the foundation (it -cc roots extend approximately as tar or further than tree limbs). Maintaining the soils around the structure to slope away front the Foundation to prevent excessive ponding near tile C" foundation in areas thin are not already sloping away will help prevent future foundation 1110vernelit. N'e recorn- mend that as full (putter system with gutter extension,; be maintained to discliarg�e a minimum of feet front (lie Z� I foundation (not in landscaped flower beds or any other location that will trap water near life foundation). Pondint" near the foundation can cause -heaving" (upward movement of the foundation). settlement of the foundation due to overly saturated clays soil or erosion of soil embedment around the foundation. It' the owner. at any time. observes standun-, water near the foundation. we recommend that they consult with all engi neer or a drainage contractor immediately. We recommend pre -lift and post -lift plumbing tests be performed oil the sewer and potable plumbing', lilies. All leaks shall be repaired inimediateIN% Disc hihner: We do not warrant the future performance ot'the subject foundation and the reader is urged to review the Disclosure & Disclaimer for other limitations and standard recommendations. The limit of liability is limited to tile lee paid for this opinion. No further agreement shall be made. altered, or varied except by written instrument. This report has been completed tit document the repairs to be implemented by the contractor. Neither Crosstown En,gincering, nor Adam Green, P.E., are responsible for liability to the owner or others for acts or omissions of the contractor to carry out the repairs in accordance with their agreement or for the construction nicans. itiethods, tech- niques. sequences, procedures of- the safety precautions incident thereto. Tile contractor is solely responsible for the warranty of work they performed in accordance with then- (agreement. please see the pier specifications and limited repair plan for more if) format 1011 . Sincerely. Crosstown Land Development Services Texas Enoincerin Z� g _, Firm (F- 15944) Adam Green, P.E., MBA Professional ErfC,tinecr (TX #116597) 1% XL v.PGEAEO 04--R0 TTE R, Pa ge R 2 of 5 Date: 11/18/2025 G IE OF r�FR CROSSTOWN VkVI!, FUkAL ff N,+M C Mw, ­yr & �'A. Ni',M N,',,PFC 5 DISCLOSURE & DISCLAIMER It is known to knowledgeable professional engineer,,, that the soils in this area are sub ' ject to movement due to expansion, con- traction or densification of tile soils etc. This soil movement could possibly cause the foundation to move after the rernedialion plan within the attached report has been implemented and may impact the stability of the foundation and cause damage. NO WARRANTY IS EXPRESSED OR IMPLIED BY THIS ENGINEER AS TO THE PERFORMANCE OF THIS FOUN- DATION OR THE REPAIRS THERETO. Diligent foundation maintenance to maintain consistent soil conditions along the Z� frimeter should reduce further problems after the recommendations within this report have been implemented, However. sea- sonal moisture variations, water leaks. erosion and other factors may affect (tic stability of the foundation and pill it in danger of further damaoc. Z� REPORT LIMITATU)NS This report is written for informational Purposes Only and is not intended to be a detailed technical evaluation of the property or all inventory of defects. The opinions expressed in this report are based on it visual evaluation ol'current conditions observed at the time of the inspection. THERE IS NO WARRANTY, EXPRESSED OR IMPLIED. CONCERNING THIS ENGI- NEERING REPORT. The: information in this report supersedes any verbal comments. expressed or implied. made by Crosstown Land Development Services or its principals, agents or employees. The client agrees that neither CLDS nor its employees or owners will be re- sponsible for: 1. Knowledge of the subsurface conditions without extensivegeotechnical data obtained from onsite drilling and testing of the recovered samples, 2, Knowledge of crack,;, vertical differential displacement of floors without uncovering of the floor by the client-, and 3. Any other element such as Joists or beams and other structural members that is boxed or otherwise not readily available to CE for viewing, and releases CE front any liability attributable to such knowledge or condition,,. Z� Any prescribed repair or maintenance plan detailed by this report is based oil observations of apparent Performance of tile facil- ity at the time of this structural survey. Compliance with any code or specification other thanas expressly noted is specifically excluded. The provided Floor Elevation Map <aaid resulting, recommendations are based oil conditions as they now exist and DOES NOT IMPLY OR WARRANT THAT OTHER PROBLEMS AND OR AREAS MAY NOT MANIFEST IN THE FUTURE. This report was prepared expressly for the client and expressly for the purposes indicated by the client. Permission for use by any other Ivrson for any purpose, or by the client for different purpose is denied unless otherwise stated in writing by CE. CE SHALL HAVE NO LIABILITY FOR ACTS OR OMISSIONS BY THE CONTRACTOR OR HIS SUBCONTRACTORS PERFORMING WORK ON THIS PROJECT. OR THE FAILURE OF THE CONTRACTOR TO PERFORM THE WORK IN ACCORDANCE WIT14 THE REPAIR PLAN, CE IS NOT RESPONSIBLE FOR THE CONSTRUCTION MEANS. METH- ODS. TECHNIQUES. SEQUENCE OR PROCEDURES OR THE PRECAUTIONS INCIDENTAL THERETO, CE expressly DISCLAIMS ANY WARRANTY OF FITNESS FOR A PARTICULAR PURPOSE and the client expressly disclaims that it has contracted for or received any warranty of fitness for a particular purpose with respect to this report. THE REPORT UNDER THIS AGREEMENT IS THE OPINION OF CE AND THERE ARE NO WARRANTIES THAT EXTEND BEYOND THE DESCRIPTION ON THE FACE OF THIS AGREEMENT. SEALED LE-7ECe 50" ?WE" NSIAL6-20�� R m VOID AFTER LIFTINd' ...... .. ... k .......... . IIIIII nununuu I IIIII Will iuuuuuumuuuumuumuouuu ww"AWWrolAWMI STEEL SHIMS TRANSITION FROM CONGREfE 10SILEL —OIBARTO ALIGN .----STEEL CAP SHEET INNER STEEL PIPE STEEL CAP SHEET 2-7/8 OUTER STEEL PIPE----*—,- 2-3/8 INNER STEEL PIPE 10 FEET OF STEEL THEN TRANSITION TO CONCRETE ALW-A rr, AMIII IIN�� FBPE FIRNI F-15944 — WWW.CROSSTOWNENGINEERING CONI 16 F-l""-XflllA-lK,- (972)-533-9203 — DALLAS METROPLEX STRUCTUPAL ENGfNEEWNG HOME & FOUNDATION INSPECTION 4394 EASTWOODS DRIVE, GRAPEVINE, TX ♦ACIAM A GREEN 116597 zc 11.18.25 ["anccrnwu 'iI Na rx : yAAC, Y,'N C, Nt t. latx+':', ,.',:, nce£ V"'0d0AI 'c 14 ty,,,n�r,°;, 1"„yN Legend sv' ,yam of _ro . ....�� w t ) t" R'A.,d ,w . -R'w G H" ..".. d" ED E, „°.,,", 44a•lr'."."'.'m,' °fy'•' SPA". 4394 EASTVVOO S DRIVE, GRAPEVINE, TX PLEASE NOTE: THIS DRAWING IS PROVIDED FOR PRELIMINARY PERMITTING PURPOSES ONLY AND 1S A LIMITED PLAN OF _pig Ot� T{ � %j REPAIR. ADDITIONAL WORK MAY BE NEEDED ONCE THE FOUNDATION WORK HAS BEGUN BASED ON THE'r�.. `� ►f PERFORMANCE OF THIS LIMITED PLAN OF R€PAIR, CROSSTOWN ENGINEERING HAS PROVIDED REVIEW OF nA THIS LfMITED PLAN OF REPAIR AND IT IS OUR OPINION THAT IT I REASONABLE AND SAFE FOR THE STRUCTURE. A tsi2Cf.�k IF INTERIOR PIERS ARE SHOWN ON THIS DRAWING THE CONTRACTOR WILL PLACE THEM BASED ON THE .. LOCATIONS OF GRADE BEAMS, PLUMBING LINES AND POST TENSION CABLES, THEREFORE, THE LOCATIONS SHOWN ON THIS MAP ARE APPROXIMATE. THE CONTRACTOR SHALL PROVIDE THE MEANS -AND -METHODS OF 11 ,18.2 #� 1p � . 4! tiS'y' � THIS INSTALLATION. ADDITIONAL REPAIRS MAY BE REQUIRED UPON REVIEW OF THE STRUCTURE BY �tat4O CROSSTOWN ENGINEERING, Crosstown Engineering THIS IS A PROPOSED SCOPE OF WORK AND HAS NOT BEEN COMPLETED THEREFORE WE DO NOT CERTIFY ANY Texas Engineering Firm F-4) EXISTING OR PROPOSED FOUNDATION REPAIR WORK ON THIS MAP AT THIS TIME, IF THE READER WOULD LIKE TO BE CERTAIN THAT ANY PROPOSED OR EXISTING REPAIRS HAVE BEEN 6119 Greenville Ave, Ste 320 COMPLETED, THEY MUST REQUEST AN ENGINEERING CERTIFICATE FOR THE SUBJECT FOUNDATION WORK Gallas, TX 7S20 j FROM THE FOUNDATION REPAIR COMPANY.