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Home My WebLink AboutSFRA2021-1897ai 1 DATE OF ISSUANCE: h ..M PERMIT #: E BUILDING PERMIT APPLICATION (N 9-4,1-F 1112-1`01 '1 C-�Ofl I. il-'f E VNI ffcE F0 R �" 1:W! W JOB ADDRESS: 2425 Lakeshore Drive SUITE # LOT: BLOCK: SUBDIVISION: BUILDING CONTRACTOR (company name): G.L. Hunt Foundation Repair CURRENT MAILING ADDRESS: 4021 Benbrook Highway CITY/STATE/ZIP: Fort Worth, Tx 76116 pH: # 210-940-1190 Fax it M PROPERTY OWNER: Robbie & Steve Gellman CURRENT MAILING ADDRESS: 2425 Lakeshore Drive CITY/STATE/ZIP: Grapevine, Tx 76051 PHONE NUMBER: 469-471-8933 PROJECT VALUE: $ 8,706.35 FIRE SPRINKLERED? YES NO X WHAT TRADES WILL BE NEEDED? (. E. (< <pl.r iimt ELECTRIC PLUMBING MECHANICAL _ DESCRIPTION OF WORK TO BE DONE: Foundation Repair USE OF BUILDING OR STRUCTURE: Residental NAME OF BUSINESS: Total Square Footage under roof: Square Footage of alteration/addition: ❑ 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) ❑ I hereby certify that plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review. Control Number: (Not required for 1 & 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 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: Maci Duke SIGNATURE PHONE #: 682-350-8971 EMAIL: ❑ CHECK BOX IF PREFERRED TO BE CONTACTED BY E-MAIL THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT Construction Type: Permit Valuation: $ Setbacks Approval to Issue Occupancy Group: Fire Sprinkler: YES NO Front: Electrical Division: Building Depth: Left: Plumbing Zoning: Building Width: Rear: Mechanical Occupancy Load: I Grease Trap Right: Hood Plan Review Approvaly Date: 1 / Building Permit Fee: _ Site Plan Approv Date: Plan Review Fee: Fire Department: Date: Lot Drainage Fee: Public Works Department: Date: 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 (817) 410-3165 O:FORMS\DSPERMITAPPLICATIONS 1/02-Rev.11/04,5/06,2107,11/09,4/11,2/19 -.. ow CROSSTOWN §TRUCTURA. ['461NEERMC, NGKE k FOUNGATtON MSPECT,nN Date: May 26, 2021 Attention: GL Hunt Company Inc (via email) & Property Owner Subject: Pre -Foundation Limited Repair Consultation Report Pier & Beam Foundation 2425 Lakeshore Drive, Grapevine, TX ALLGHANGES APPROVAL C. SED PULP APPROVED PLANS SHALL BE KEPT N JOBSITEATALL TIMES CONTRACTOR SHALL CALL FOR INSPECTIONS: CONTRACTOR REGISTRATION ILL BE REVOKED UPON Crosstown Engineering (CE) was retained to conduct a review of the limited foundation ' VIAI � d(Ry GL Hunt Company Inc (the contractor) to determine, in our opinion, if the recommended remediation plan is a reasonable limited plan of repair based on the provided relative elevation map and the judgment of the contractor. The contractor provided a limited repair plan that included repair locations and pre -lift elevations for the structure for our review. No other information was provided regarding prior engineering reports, recommendations for limited foundation repairs or construction documents. If existing piers are shown in the limited repair plan, their locations were provided by the client and are approximated. We do not certify their performance or existence. If the reader would like to determine if they are present, they must contact the owner or contractor to obtain an engineering certif- icate for them. Prov de led According to the contractor, physical damage is present which indicates n rr eme i easurefrom . un Company Inc has recommended performing the following: ere • Installing 6 total pilings. Engineer confirming site • Resetting/re-shimming the entire pier and beam portion of the foun!WsPettft9iit2if4cel(Pp(fbVaj of All limited repairs are to be made in the approximate locations of the struct i plan and may be altered based on field conditions of the foundation. wor� is complete. Expectations and Additional Recommendations: This report provides our reasonable professional opinion of the condition of of the inspec- tion by the contractor and is based on the data provided to us and condition of the foundation or soils after that date. The contents of this report supersede any verbal corykgrents made regarding the structure before, during or after the inspection. jh_s ocumenr re. w_ `Wni integr part -of -the limited foundation repair process, we recommend obtaining a vim 41m o-by` Tcen" e'i�ri6n- plete this visual inspection for an additional fee. If CrosstMIfib iitJ�`too' 'ep ` i'Fo`ri4n'n=vrs°�aIY�n"� dc�'io�ti�'s unknown to us as to whether or not additional repairs may be needed.CITY APPROVED a s This limited repair plan is intended to provide a reasonable repair to i vi0&p&f c€e the f&h` _ on and is not intended to level the foundation. The contractor shall determine the o nt of elevation correct` ded based on the reaction of the structure during the lift in order t ;AaTil Mize a -" dddti6nal site Because the structure has endured pre -repair foundation diffehlioff`resldttalffrentia� 'eliiafib#r'Faii perceptible floor slope or other noticeable issues may remain follow i tie" liiirited fourYdatiQn r�iarrs. Page 1 of 5 - Date: 5/26/2021 21-1897 Residential Foundation Repair OFFICE COPY (6 pilings) - CR SSTOWN 3TRUCIURAL ENGMSERiNG H0ME A F0UNMT,NN NSGFC7.GN The soils beneath and surrounding the structure are known to shrink and swell as the seasonal soil moisture content fluctuates. Moving forward, we anticipate that some cracks in the interior and exterior walls will surface due to seasonal movement within the soils, even after limited foundation repair. Periodic repair of this type of cracking may be needed. A foundation and yard watering and foundation maintenance program will help control seasonal movement. It is important that the soils be stabilized and maintained with grass or ground cover around the perimeter of the structure. In addition, tree and shrub removal or root barrier installations are advisable if trees or bushes are observed to be close to the foundation. Tree roots can cause "heave" or settlement of the foundation where roots grow and absorb moisture over time when planted close to the foundation (tree roots extend approximately as far or further than tree limbs). Maintaining the soils around the structure to slope away from the foundation to prevent excessive ponding near the foundation in areas that are not already sloping away will help prevent future foundation movement. We recommend that a full gutter system with gutter extensions be maintained to discharge a minimum of 4 feet from the foundation (not in landscaped flower beds or any other location that will trap water near the foundation). Ponding 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. If standing water is observed at any time in the pier and beam area by the owner, we recommend immediately pump- ing the water out to prevent water damage to wood elements and to prevent humid conditions in the crawlspace. Humidity in the crawlspace can cause wood rot. If standing water is observed near the foundation after a rainstorm, we recommend consulting a drainage expert or engineer to evaluate the terrain and develop a drainage management strategy to address the issue. We recommend pre -lift and post -lift plumbing tests be performed on the sewer and potable plumbing lines. All leaks shall be repaired immediately. Disclaimer: We do not warrant the future performance of 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 the fee paid for this opinion. No further agreement shall be made, altered, or varied except by written instrument. This report was completed to document the repairs to be implemented by the contractor. Neither Crosstown Engi- neering nor Adam Green, P.E., are responsible for liability to the owner or others for acts or omissions of the con- tractor to carry out the repairs in accordance with their agreement or for the��pfiYt1 V ods, techniques, sequences, procedures or the safety precautions incident theretoe I hec , a�tgrs'? .� anty of the work they performed in accordance with their agreement. - - - Please see the attached disclaimer/disclosure, pier specifications and ell yatipri A1aP-1WjWMjRf_0AA41iW0RK IN 6v' , ; �COR ZONING ORDINANCE. Sincerely, = �c of Tp't°%r. Crosstown Land Development Services Texas Engineering Firm (F-15944) Adam Green, P.E., MBA Professional Engineer (TX #116597) Page 2 of 5 R'_ SSTOWN STa UCTURAL ENGINCEPING NGM€ # FOONGAT*N °P456ECT.C1N DISCLOSURE & DISCLAIMER It is known to knowledgeable professional engineers that the soils in this area are subject to movement due to expansion, con- traction or densification of the soils etc. This soil movement could possibly cause the foundation to move after the remediation 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 FOUNDA- TION OR THE REPAIRS THERETO. Diligent foundation maintenance to maintain consistent soil conditions along the perim- eter should reduce further problems after the recommendations within this report have been implemented. However, seasonal moisture variations, water leaks, erosion and other factors may affect the stability of the foundation and put it in danger of further damage. REPORT LIMITATIONS This report is written for informational purposes only and is not intended to be a detailed technical evaluation of the property or an inventory of defects. The opinions expressed in this report are based on a visual evaluation of current conditions observed at the time of the inspection. THERE IS NO WARRANTY, EXPRESSED OR IMPLIED, CONCERNING THIS ENGINEERING 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 respon- sible for: 1. Knowledge of the subsurface conditions without extensive geotechnical data obtained from onsite drilling and testing of the recovered samples, 2. Knowledge of cracks, 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 from any liability attributable to such knowledge or conditions. Any prescribed repair or maintenance plan detailed by this report is based on observations of apparent performance of the facility at the time of this structural survey. Compliance with any code or specification other than as expressly noted is specifically excluded. The provided Floor Elevation Map and resulting recommendations are based on 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 person 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 CONT "THE WORK IN ACCORDANCE WITH THE REPAIR PLAN. CE IS NOT RESPON Q o. k TH- ODS, TECHNIQUES, SEQUENCE OR PROCEDURES OR THE PR J -16M� CE expressly DISCLAIMS ANY WARRANTY OF FITNESS FORR PARTICULAR -PURPOSE a e-client res�l� -. claims that it has contracted for or received any warranty of fitness for `paftit uar puiposryv�tlii§ `het terci.-' REPORT UNDER THIS AGREEMENT IS THE OPINION OF �"A_ND E t AfzE *(�'`4 jU- BEYOND THE DESCRIPTION ON THE FACE OF THIS AGREEMENT. T Y V E L 11- IE ;k {vi :RITE A € A L L T DATIE f � f E :'..__ t_' nf`. , Page 3 of 5 - Date: ��'l E f. `' �( FRONT VIEW SIDE VIEU/ VOID-- w AFTER `` a.:•,:,,,,i :.r��"•'.' ;• LIFT ntr: "'_ 4c» .` •t FOUNDATION �'�:a,r$ >;.i►;rYt STEELSHIMC 1 . +�`.:. +,. ti .. w »mow • ♦ ♦ ------ SOIL-- • •yr.+-•«•�« •»• + . CONCRETE CYLINDERS • awe :ate: �� y �.� t • +•+-••M"'• • •• ONCRETE OR STEEL CA ' ' a,'�.a'a;�� •" STEEL CAP SHEET�� ••�'�•�%':� ;NY�,+� 2-7/8" OUTER STEEL PIPE_' Q `� w: ;�• • • •. r .� w «r 1 w ;,st fe t•"'�� ?: 7't�;t.`a. — 2-3/8" INNER STEEL PIPE O � s.• r t F- t. «» r w •e q �.. w•;••t ;;. ��• 4 � r • to r •• •• •.r:tir «• w .ti • wti -in Q' • .?t d • 10 •• M 31•..r �0 �.� w••♦xt: �C:•:.� 'sue U) .0. 2425 Lakeshore Drive, Grapevine, — a TX IF, mr; ••i• way.. ►" a sRIUCTION Y M � • A •fit � f �•�• ,_' �; M1 .«' �«.� � ADAM � ti ti �y"� - ��`.� �... ��. E 8`�s��tC\:�E F"t �`s� F WORK INAt 'pia`.. «+_ •....1�:..�•.s «s COC L .`:' [ CODE I ZONING ORDINANCE. E, 5.26.21 c�';./Y C IT`� `; �.,_..! S T�BE KEPT -- --- -- - _ CROS& NI- N Nt - ING TBP , F-15944 - WWW.CROSST,,gWNENGINEERING.COM CRO" SISTOW STEEL PRESSED PI;I Il IL Ii1o11 IM!"IM III 1!, olilitl lltlWtll 11 ltltl III 111 11 IIIII IIIiI 111 111 Ili,ililn it O 1 Ill 111. Ii IIJJ 11IIIII mill III III IIIIIOIiIL JIJIliulllJUJhIIeIJJJI. rea is low clearance and installed With slope -not recommended to adjust with chance of additional Collateral damage --2.0 0.5 1.0 -0.ry 2� 0.2 1.0 1678.63 sq ft 0.4 0.3 1 0.1 0.7 -0.7 [,2 CiTY OF GRAPEVIN-E - '0 )NSTRUCTION FO"R CC -_ASE NOTE: IS DRAWING IS PROVIDED FOR PRELIMINARY PERMITTING AND CONSTRUCT "pURPOSES ONLY AND --OF: %LIMITED PLAN OF REPAIR. ADDITIONAL WORK MAYBE NEEDED ONCE THE FOU.NDAT]W�WORK.M&LJT�-;'-�"R.tZE ANY WORK IN :GUN BASED ON THE PERFORMANCE OF THIS LIMITED PLAN OF REPAIR.00WSS_TOWNIENGff4MM4Ci CQ425_i vin S PROVIDED REVIEW OF THIS LIMITED PLAN OF REPAIR AND IT IS OUR OPINION THAT IT IS TX 4SONABLE AND SAFE FOR THE STRUCTURE. IF INTERIOR PIERS ARE SHO\"J'qyTA$J0]RW"EPLA, TO BE J00FT1, NTRACTOR WILL PLACE THEM BASED ON THE LOCATIONS OF GRADE BEAMS, PLU N L� PTE A T, , A �, L 7rrr # F_ S3. _ 7 r.7 H --n-1- ��T7' 1 7 ---AMA GREEN ST TENSION CABLES, THEREFORE, THE LOCATIONS SHOWN ON THIS MAP ARE APPRXW t - AD NTRACTOR SHALL PROVIDE THE MEANS -AND -METHODS OF THIS I NSTAL=N, ADDITIONAL REPAIRS 01r.116597 AY BE REQUIRED UPON REVIEW OF THE STRUCTURE BY CROSSTOWN $.�621 _N1W., C Ili, t' r�,'! J, IS IS A PROPOSED SCOPE OF WORK AND HAS NOT BEEN COMPLETED THEREFOR�WE I J �C E Y EXISTING OR PROPOSED FOUNDATION REPAIR WORK ON THIS MAP AT THPS4tW, J �qss, �yn gjo,qxrina I exas rHE READER WOULD LIKE TO BE CERTAIN THAT ANY PROPOSED OR EXISTING RFPA VF_ MPLETED THEY MUST REQUEST AN ENGINEERING CERTIFICATE FOR THE SU6JE&ZA A e --S-W- 320, ARK FROM THE FOUNDATION REPAIR COMPANY. Dallas TX 75206 December 14, 2021 GL Hunt Foundation Repair 5047 David Strickland Road Ft. Worth, TX 76119 RE: EXPIRED FOUNDATION PERMIT APPLICATION, 2425 Lakeshore Dr., #21-1897 Dear Applicant: On June 4, 2021 a foundation repair permit application was submitted to this office for review for the above referenced address. Our records indicate that the plan review was completed on March 3, 2021 but your permit has never been issued. Performing work without a permit is a violation of city ordinance, regardless of whether or not an application has been made. Additionally, failure to obtain your permit within 180 days of application has resulted in the expiration of the permit. If this job is to proceed a new permit application submittal is required. Sincerely, a Mcllroy ermit Technician 817-410-3165 CC: Robbie and Steve Gellman - Homeowners Development Services Department The City of Grapevine * P.O. Box 95104 * Grapevine, Texas 76099 * (817) 410-3165 Fax (817) 410-3012 * www.grapevinetexas.gov