Loading...
HomeMy WebLinkAboutSFRA2026-001229RECEIVED 0 4 /031202 6 DATE OF ISSUANCE: T' 6 2 -001229 A 202 IVY GLEN DRIVE PERMIT #: FOUNDATION REPAIR BUILDING PERMIT APPLICATION JOB ADDRESS: 202 IvN Glen Dr ,SUITE # LOT: BLOCK: SUBDIVISION: BUILDING CONTRACTOR (company name): Pinnacle Foundation Repair CURRENT MAILING ADDRESS: 601 Dickey Rd CITY/STATE/ZIP: Grand Prairie, TX 75051 PH: # - 972 2 .. 51-0018 Fax PROPERTY OWNER: at Casey Speelhoffer ffaql��� CITY/STATE/ZIP: Grapevine, TX 76051 PHONE NUMBER: 81,7-727-2004 PROJECT VALUE: $5383.50 FIRE SPRINKLERED? YES NO_ WHAT TRADES WILL BE NEEDED?:ELECTRIC PLUMBING MECHANICAL DESCRIPTION OF WORK TO BE DONE: Install 6 total pilings USE OF BUILDING OR STRUCTURE: Residential NAME OF BUSINESS: Pinnacle Foundation Repair Total Square Footage under roof: 1778 Square Footage of alteration/addition: 500 • 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) LI 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: Robby Brown S'GNATUREr PHONE#: 972-251-0018 EMAIL: CHECK BOX IF PREFERRED TO BE CONTACTED BY E-MAIL THE FO LLO WING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT Construction Ty�r,e: Permit Valuation: $ Setbacks Approval to Issqe Z4, Occu­anc) Grouj Front: Fire Sprinkler: YES NO Electrical Division: Buildin,.,, Depth: Left: Plumbini, Zhanical onini:: Building Width: Rear: Mec Occupanc\ Load: Grease Trail Ri,.,,rht: Hood Plan Review At, �j rovat.. Date: Buildin,,-,. Permit Fee: Site Plan Ai,,'proval: ..Plan eview Fee: .. ...... Fire Department: Date: Lot Drainai!e Fee: Public Works eta et: Date: Sewer Availability, Rate: Health Department: Date: Water Availability Rate: 11 Approved for Permit: Date: Total Fees.:--,, 1 Lot Drainage Submitted: Approved: Total Amount Due: P.O. BOX 95104, GRAPEVINE, TX 76099 (817) 410-3165 FORMSTSPERMITAPPLICATIONS lP02-Rv.il/04,5/06,2/07.11109,4/11,2119 PO Box 95104 Alteration Grapevine, Texas 76099 817) 410-3166 Project # 26-001229 Project Description: Foundation Repair Install 6 total pilings [ELECTRONIC REVIEW] Issued on: 04/13/2026 at 3:05 Pith ADDRESS 202 Ivy Glen Dr. Grapevine, TX 76051 LEGAL Silver Lake Addition Blk 1 Lot 3 A 38 S220 1 *07304757* PERMIT Robby Brown Pinnacle Foundation Rep air (972) 251-0018 COLLABORATORS Robby Brown Pinnacle Foundation Repair 251-0018 INSPECTIONS 1. Building Final INFORMATION FI L "APPLICANT NAME (Individual) i "APPLICANT PHONE NUMBER APPLICANT E-MAIL VALUATION Square Footage * CONSTRUCTION TYPE * OCCUPANCY GROUP DOCUMENTS - MISC 01 DOCUMENTS - MISC 02 * ZONING DISTRICT Q6111F:lf i �a E Robby Brown 9722510018 5384 500 VB -3 cinitialReport202lvyGienDr04.02.26.pdf UILDINGPER ITPPLICATIO.pdf R-5.0 TOTAL PAID 150.00 $ 150.00 $150.00 $ 150.00 $ 150.00 $ 0.00 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 RA I FURTHERMORE UNDERSTAND THAT PLANS AND SPECIFICATIONSARE HANDICAPPEDNOT REVIEWED FOR ACCESSIBILITY BY THE CITY AND THAT THE DESIGN PROFESSIONAL / OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FRAPPROPRIATE STATE AND R FEDERAL t Page 1l2 MYGGV.US 26-001229, 04/13/2026 at 3:05 PM Issued by: Amanda Robeson April 13, 2026 Ignature Date City of GrapevineBuilding i ni I Alteration Project # 26-00122 m, 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 METRO (617) 10-3010, 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 I IN THIS OFFICE. Page 2/2 MYGOV.uS 26-001229, 04/13/2026 at 3:05 PM Issued by: Amanda Robeson CR&STOWN "F4k 1 RIW, 10.+ A I 'AP41"Al "A Nl,,,i ............ ......... ALL C, A N G YE'S R E Q �U Date: April 2. 2026 APPROJAL OF REV!SED A N S Attention: Pinnacle Foundation Repair (via ernail) & Property Owner siibject: Pre -Foundation Repair Consultation Report Slab Foundation 2021 Ivy Glen Dr.. Grapevine. TX, 76051 A Good Afternoon: Crossaown Engineering WE) was retairied to conduct to review of the limited foundation repair plan prepared by Pinnacle Foundation Repair (tile contractor) to determine. In our opinion. if the recommended reniediation plan is a reasonable plan of repair based ()It the relative elevation map provided, The contractor provided a limited repair plan that included the pier locations wid pre -lift elevations for the structure for our review. No other information was provided regarding prior ' engineering reports, recce milieridations for foun- 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 certify their performance Or ex- isterice, If the reader would like to deternihie if They are present, they must contact the owner or contractor to ob- tain an engineering certificate for them. CE has not performed a visual inspection Of The SMICtllre. Tile slab -on -grade foundation has settled towards the areas where piers are located oil the limited repair plan and zn physical damage is present which indicates a need for remedial itieasures according to the contractor, Pinnacle Foundation Repair has recommended performing the follovving in ture is indicated on the limited repair plan: HC',URS 0 Installing 6 total pifings (6 exterior). - ()R� v ?,40 The foundation repairs are to ineet or exceed 2021 IRC. Upon reviexv of the elevation drawing and based oil the contractor's evaluatioa of the property. we believe the proposed limited repair plan to be a reasonable and limited repair, '817' 410 -301) .. . . ......... ­,.,�..i, .. ..... . .. This report provides our reasonable professional opinion of the Condition of the foundation oil the date cif the in- spection by tile contractor and is based on the dam Provided to its and does not take into consideration any, changes in the condition of the foundation or soils, after that date. Tile content,, Of this report supersede any verbal Com- ments made regarding tire structure before. during or after the inspection. Although document review is an rritenral part of the foundation repair process. we recommend obtaining a visual inspection by a licensed engineer. CE call complete this visual inspection foran additional fee. This hinited repair plan is intended to provide a reasonable repair to liiiprcrve Tile performance of the foundation and is not intended to level the foundation. The contractor shall determine the aniount Of ele-,7atioll Correetioll needed based on the reaction of the smicnife during the lift in order to miry mize damages and additional stress. z, Because the stnicTure has endured pre -repair foundation differential movement. residual differential elevation and perceptible floor slope or other noticeable issues may remain following the foundation repairs, Damage to the struc- ture may arise during the fouridaLiori repair installation qctr%,Ities. D E S � G NE D A N 0 S E Al E D L E' TTEIR ...... . ...... % ... . ... .. . ­­,—, u,ir 1") 1 �,Z, E G Tall', ED PJSG1N1C-FIR RECEIVED 04!012026 AND F HRMIWNG 7E iNi5,PEC TKNN 26-001229 i Page 1 of 5 - Date: 4,1212 2 6 A F P R 0 V A L 0' ; P a E R1 i N S TPI � L I .),N 710 sJ f --' N 202 IVY GLEN DRIVE W 0 R S C 0, hl P L E'TE FOUNDATION REPAIR CRO`�"SrSTOWN 4 [kM a0�4A, ; NG'W,(JORG HOM I & at DN The soils beneath and suro-mindin the structure are known to shrink and swell a, fluctuates. Moviiw forward. Nve anticipate thm some cracks in the interior and seasonal moN-enient within the sails, ei-en after foundation repain Periodic repa,. needed A foundation and %-ard watering and foundation maintenance prograin will heli important that the soils be stabilized and maj ritai tied with grass or ground cot-ei� Ture. In addition. tree and slimb reriuwal or root barrier Installations are adx-i-sabL i !.�. be close to the foundation. Tree roots call callse "llewe" or settlenieiit of the foundation where roots grow and ab- sorb moisture twer tljlie when plaviled close to tile foundation (tree roots extend approximately is favor fiirther ilia ri tree limbs i. MaintaillillLy tile soils around the structure it) slope away from the foundation to pre\evit excessi-\�e poviding, near the foundation in areas that are not alread%l sloping iWa% Xxill help preN-em funtre foundatioll lllo\'efflellt, lVe recoill- litelld that as full �tltler zo'�sleill with Cutter extensions be maintained to discharge as aiiiiiiiiiiiii cif feet from the foundation (riot in landscaped flower heds or any other location that grill trap water near Tile foundation). Ponding near the foundation call cause "heavilig" (upward moveillem Of Tile foundation), settlement of the foundation due to overly samrated clays soil or erosion of soil embedment around the foundation, If the coder. at aiw tinie, obsen-,es standinct water near the foundatioll. NVe recOvilmend iliat the,., consult \,vitli an e contrcto ar iiviniediatek% engineer or a drainat, We reconlinend pre -lift and post -lift Plumbing tests be performed oil the seiner and potable pltliilbiri'g lilles. All leaks sliall be repaired inuilediateb,. Disct'tiimer: We do not warrant the furtive performance Of the sub ' iect foundation and file reader is urged to review the Disclosure & Disclaimer for other limitations and standard recommendations, Tile limit of llabilit�v is limited it) the fee paid for this opinion. No futtlier agreement shall be made. altered. or \-avied except by Writtell 1111"ULlillelit, This report has been completed to document the repairs to be implemented by the contractor. Neither Crosstown Engineering nor Adain Green. P.E. are responsible for liability to the owner or others for acts Or omissions ofthe contractor to carry out The repairs in accordince with their agreement or for the construction means. methods. tech- niques. sequences, procedures or the safety precautions Incident thereto. The contractor is solely responsible for the warranty of the work They performed in accordance with their agreement. Please see the pier -specifications and limited repair plan for inore information - Crosstown Land Development Sen'ices Texas Enizineerinu Firm i F- 1 ;944) Adam Green. RE,, MBA Professional Engineer (TX =t 116 �97) 04 02 2026 CR&STOWN`a Fg'.i( 11,1441' 1 1 R1W, '10-4 A I VUSIAI "A KSPi ,,, "N DISCLOSURE & DISCLAIMER It is known to ktio-,viedgeable professional eirgilleers that the soils in this area are subJect to moverriew due to expansion, con- traction or densification of the soils etc, This sell movement could possibly cause the foundation to moveafter the remediat 1011 plan within the attached repon has been impl-,melited and may impact the stability of th-, foundation and cause damage. NO NVARR.�VNTYIS EXPRESSED OR IMPLIED BY THIS ENGINEER AS TO THE PERFOR'.\L-k,\,('E OF THIS DATION OR THE REPAIRS THERETO, Diligent foundation nimmenance to maintain consistent soil conditions alonL7 ihe perimeter should reduce further problems after the i'econtmendations within this report have been implemented, However. sea- sonal moisture "'Irialiolls',,vater leaks. erosion and other factors inav affect the itabilim- of the foundation and pill it ill dinger of fill -filer damage. REPORT LIMITATIONS This report is written for informational pluposes only and is not intended to be a demlied lechnical ex-almition ofthe property or an invemory of defects, The opinions expressed in this report are baqed on a visual evaluation of current conditions ob,,erved at the tinie of the iir;pecilon, THERE IS M-) WARRANTY, EXPRESSED OR IMPLIED. CONCERNING THI'S ENG1- NEERLNG REPORT, Tire information In this report supersedes any verbal comments. expressed or impliedmade by Crosstown Land Development ,eelvices or its prilicipak, agems or employees, The client agrees that neither CLDS nor its. emploNees or owners mvill be re- spk--)l1slb1e for: 1. Knowledge of the subsurfice conditions without extensive oeoiechnical data obtained from onsit-, drilling and teminL, ref the recoVered salllples, 2. Knowledge of cracks, vertical differential displacement of floors withour uricoverilig of the floor by the client: and 3. Any other ejellielit such as joists of bealil" and other structural memb-,rs that is boxed or othenvise not readily available to CE for viewiliz. and releases CE from any flabdiiyattributale to such k-nowledze or conditions, Any prescribed repair or mainteriance plan demiled by this repoil is based oil observations of apparent performance of the ficil- I ltv l' at tile tulle of this Structural survey, Complialic'" with ally code or specification other than as expressly noted is specifically exchtded. The provided Floor Elevation Map and resulting recomilielidations 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 anvother person for air%- purpose, or by the client for different purpose is denied unless otlierwi%e stated in writing by CE, CE SHALL HAVE NO LIABILITY FOR ACT,",, OR BY" THE . -(,)NTRAC'T(-)R OR HIS SUBCONTRACTCRI"W PERFORMENG N\'(--)RK ON THIS PROJECT, (--)R THE FAIUT RE OF THE ('C)NTRA('T(--)R TO PERFORM THE WORK IN ACCORDANCE WITH THE REPAIR PLAN. CE IS NOT RESPONSIBLE FOR THE C'O-.,\STRL-('TIO\ MEANS, METH- ODS, TECHNIQUES. SEQUENCE OR PROCEDURES OR THE PRECAUTIONS INCIDENTAL THERETO, CE expressly DISCLAIMS ANY_ WARRANTI` 01' FITNESS FOR APARTICULAR PI.-R.110-47 disclaims that it has contracted for or rectived ally Avarrairty of fitllesq for a pa rticullf purpo:'t 1 T REPORT UNDER THIS AGREEMENT IS THE OPINTION OF CE AND THERE ARE t r VV.-kRl, a.1 kfl�D BEYOND THE DESC'FJPTI0NON THE FACE OF THIS AGREE-MENT, 0"T FTP, EXISTING GRADE BEAM r PRE CAST CONCRETE CYLINDERS 6"X12" PRE CAST CONCRETE CYLINDERS 6"X12" (PRESSED TO POINT OF REFUSALI, S I f. [ I, ION Pl Al I 2 - /,,,8" OUTER ST[Ft. PlPf 2 3/8"INNERSTUt. PIPE .. ... ...... pr�` "ADM LIETTER SITE IINSPECI%04`41 A,,",,�O A P PR j"V A L 'D F P N as A L LATE 0 'W VH E sv ASj WVZK �s COMPL's""E FRICTION REDUCTION Pl. ATE V 04OZ2026 Crosstown Engineering Texas Engineering Firm (F-15944) BE, D RO('K '0' 1%GLEN' DR,. 'YGLEDR,. GRAPEVE INTN. '76051 411,11, 1 C R 0' SSTOWN 2,26 In _,,/ 202 Ivy E-ZLzit,uth Adams Glen Dr (903) 52 1 - 8409 Grapevine, 7X 76051 AdNV Sd�Jed. LEC LE-TE„ N F � R S 'E, E 6'S P;-: C'-, K"' N A WO AP17RC1k,W- Or P�Zi INSI'AL� `35,110�4 202 IVYGLEN DR- GRAPEVINE. TX. 7605 1 PLEASE NOTE: THIS DRANVING IS PROVIDED FOR PRELIMINARY PERVITTING PURPOSES ONLY AND IS A LIMITED PLAN OF REPAIR, ADDITIONAL NVORK -.%LAY BE NEEDED ONCE THE FOUNDATION WORK HAS BEGUN BASED ON THE PERFORNLANCE OF THIS LIMITED PLAN OF REPAIR. CROSSTOWN ENGINEERING ILAS PROVIDED REl71EW OF THIS LIMITED PLAN OF REPAIR AND IT IS OUR OPINJO-NTHAT ITIS REASONABLE AND SAFE FOR THE STRUCTURE, IF INTERIOR PIERS ARE SHOWN ON THIS DRAWING THE CONTRACTOR WILL PLACE THE)NI BASED ON THE LOCATIONS OF GRADE BEAMS. PLUMBING LINES AND POST TENSK-)N CABLES. THEREFORE, THE LOCATIONS SHOWN ON THIS '.\LAP ARE APPROXI \LATE. THE CONTRACTOR SHALL PROVIDE THE MEANS-AND-NIETHODS OF THIS INSTALLATION, ADDITIONAL REPAIRS 04/02/2026 A MAY BE REQUIRED UPONRE\71EW OF THE STRUCTURE BY CROSSTOWN ENGINEERING. THIS IS A PROPOSED SCOPE, OF WORK AND HAS NOT BEEN COMPLETED THEREFORE NVE DO NOT CERTIFY ANY EXISTING OR PROPOSED FOUNDATION REPAIR WORK ON THIS AMAPAT THIS Crosstown Engineering TE\1E, Texas Engineering Firm (F-15944) IF THE READER WOULD LIKE TO BE CERTAIN THAT ANY PROPOSED OR EXISTING REPAIRS Greenville Ave, Ste 320 HAVE BEEN COMPLETED THEY MUST REQUEST AN ENGINEERING CERTIFICATE FOR THE Dallas. TX 75206 SUBJECT FOUNDATION A'ORK FROM THE FOUNDATION REPAIR COMPANY.