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HomeMy WebLinkAboutSFRA2026-001289RECEIVED: 04/08/2026 DATE OF ISSUANCE''� 26-001289 1300 MARTIN CT PERMIT #: FOUNDATION ti BUILDING PERMIT APPLICATION 17� JOB ADDRESS: 1300 Martin Court 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:# 972-251-0018 Fax#..,._ PROPERTY OWNER: Michelle Quazi CURRENT MAILING ADDRESS: 1300 Martin Ct CITY/STATE/ZIP: Grapevine, TX 76051 PHONE NUMBER: 469-556-8488 6452.40 FIRE SPRINKLERED? YES N* WHAT TRADES WILL BE NEEDED? :' ELECTRIC PLUMBING MECHANICAL DESCRIPTION OF WORK TO BE DONE: Install 6 total pilings USE OF BUILDING OR STRUCTURE: Residential Total Square Footage under roof: 2308 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: - ANot required for 1& 2 family dwellings) I 0 1 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 SIGNATURE PHONE #: 972-251-0018 EMAIL: CHECK BOX IF PREFERRED TO BE CONTACTED BY E-MAIL THEFOLO ISOMPLETEDBY THE BUILDING INSPECTION DEPARTMENT, Apiroval to Is',ue Construction T,,,,Permit Valuation: $ Setbacks Front: ectrical Occui lancy Grou;,:e: Fire S �rmkler: YES NO Division: Buildinl,,ea,th: Left: Plumbin Rear: Mechanical' Zoniw:�: Building Width: Occupanc:, Load: Grease Trai,� Right: Hood Date: B Plan Review At, � roval: i uilding Permit Fee: Plan Review Fee: Site Plan Ar,, roval: Date: Fire De �artment: Date: Lot Drainage Fee: Public Works Department: Date: Sewer.,Ayailailiv, 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, TV 76040 (817) 410-3165 0:FORMS0SPERMITAPPLICATIONS 1/02-Rev.11104,5/05,2/07,11109,4/11.2t19 City of Grapevine Building - Residential - PO Box 95104 Alteration Grapevine. Texas 76099 817) 410-3166 Project # 26-001289 Project Description: Repair foundation with (6) pilings [ELECTRONIC REVEIVI] Issued on: 04/13/2026 at 2:56 PM ADDRESS 1300 Martin Cf. Grapevine, TX 76051 LEGAL Russwood Estates Blk 2 Lot 7 *02579723* PERMIT HOLDER Robby Brown Pinnacle Foundation Rep air (972) 251-0018 COLLABORATORS - Robby Brown Pinnacle Foundation Repair (972) 251-0018 1. MISC. Building Inspection 2. Building Setback 3. Building Foundation/Footing 4. Building Pier 5. Building Framing 6. Building Bracing / Sheathing "APPLICANT NAME (individual) —APPLICANT PHONE NUMBER APPLICANT E-MAIL VALUATION Square Footage • CONSTRUCTION TYPE • OCCUPANCY GROUP DOCUMENTS - MISC 01 DOCUMENTS - MISC 02 * ZONING DISTRICT FEE Building Permit Fee, ($150.00 Fiat Fee) Simple Alteration 7. Building Wall Tie Inspection 8. Building Termite Verification 9. Building Energy Code 10. Lot Drainage Inspection 11. Building Final Robby Brown 972-251-0018 6453 2308 VB R-3 cinitialReport-1 30OMartinCourt4.7.26.pdf BUILDINGPERMITAPPLICATION.pdf R-7.5 $150.00 $150,00 $0.00 Page 1/2 MYGMUS 26-001289, 04113/2026 at 2:56 PM Issued by: Amanda Robeson FURTHERMORE UNDERi D THAT PLANS AND ARE DESIGNNOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITY AND THAT THE PROFESSIONAL / OWNER RESPONSIBLE R OBTAINING SUCH APPROVAL FrTHE APPROPRIATE i AND ++ FEDERAL April 13, 2026 Signature Date City of Grapevine Buildingsi i I Alteration Project # 26-001289 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 WITHAPPLICATION IOFFICE. ■ i, � f � Il ! ``� r taw iif. i I! ! ! t 1 ! ! f � l �, A lair t � i w r �t � ► � r . � i � � ► !i � MYGOV.us 26-001289, 04/13/2026 at 2:56 PM issued by: Amanda Robeson ............................ 7 CRO'SSTOWN ................................................. ALL CHANGES, RMC) UMS Date: April 7, 2026 AP P 1YR ov A L 0� F TMI, E. V I _S E D S - - - — ------------- Attention: Pinnacle Foundation Repair (via email) & Property Owner Subject: Pre -Foundation RepairConsuhation Report Slab Foundation 1300 Martin Court, Grapevine. TX Good Afternoon "N T A' J T'l J . . .. ...... . .. . Crosstown E'rIgincering (CF) was retained to conduct it review of the limited 1'61 1. 11 1 "1 n I' i 11 1 11 t 11 1 11 o r t 11 1 - r I e ­ p I it 11 1 1 r "plan ' I 11 prepared by Pinnacle Foundation Repair (the contractor) to determine. in our opinion. if the recommended rernediation plan is a reasonable plan of repair based on the relative elevation map provided. The contractor provided it limited repair plan that included the pier locations and pre -lift elevations for the structure For our review. No other inforniation wits provided regarding prior engineering reports, recommendations 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- istence. Ifthe reader would like to determine if they art-, present, they must contact the owner or contractor to ob- tain an engineering certificate for them. CE hits not Performed a visual inspection of the structure. 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 for remedial measures according to the contractor. Pinnacle Foundation Repair hits recommended performing the following its the 'ap iniate locations of the struc- tureas indicated on the limited repair plan: 7 : C,; 0 A, n4�. - 7 V, 0 �-', fyj, Installing 6 exterior pilings. �qo P, Fu;'ni, lo ca'm St"#f )A1." Ar The foundation repairs are to meet or exceed 2021 IRC. Upon review of the elevation drawing an(] based on the conlractor*s evaluation ofthe property. we believe the proposed limited repair plan to be a reasonable an(] limited repair. Eweetations and Athfitional Recommentlations: (1817) 410-30-10 This report provides our reasonable professional opinion of the condition of the foundation on the (late ol'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 of the foundation or soils after that date. The contents of this report supersede any verbal com- ments made regarding the structure before. during or after the inspection. Although document review is an integral part of the foundation repair process, we recommend obtaining it visual inspection by a licensed engineer. CI; can complete this visual inspection for an additional fee. This limited repair plan is intended to provide a reasonable repair to improve the performance of the foundation and is not intended to level the foundation. The contractor shall determine the amount of elevation correction needed based on the reaction of the structure during the lift in order to minimize damages and additional stress. Because the structure hits 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 foundation repair installation activities. r-­­­;�­­RO­--'-­ I- , VQa SIGMFED AM-1 SE.t'0_2M LET'R FRONI RIEWS1,E'RED rz �j im S?TE sNSFECTION A,""�Xl RECEIVED: 04/0812026 C t 26-001289 Page 1 of 5 Date: 4/7/2626 APFIROVAL OF Flt,5k WSTAILLAYIef t VJHEtli 1300 MARTIN CT iS I . ... ... ..... ..... ....... .......... FOUNDATION .. .. .. .. .... ............. CRO'SiSTOWN .................................... % TH­Wa ,A, i 1, #, i 11 4401 , I ,,N 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 foundation repair. Periodic repair of this type of cracking may he 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 (,round cover around the perimeter of the struc- ture. 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 ab- sorb 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 recorn- mend that it full gutter system with gutter extensions be maintained to discharge a rrunimum of' 4 feet from the foundation {not in landscaped flower beds or any other location that will trap water near near the foundation can cause "heaving" (upward movement of the foundation). Nettleinew of ihe due to C� overly saturated clays soil or erosion of'soil embedment around the foundation. i If the owner, at any time, observes standing water near the foundation, we recmnwm,� di;°t coiI �,,k1, tOlh "n engineer or a drainage contractor irnniediately. We recommend pre -lift and post -lift plumbing tests be performed on (lie sewei­d 110LI'�!;,, J*nnbm�,' IMI leaks shall be repaired immediately. Mschdlner: 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 recominendations. 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 has been completed to document the repairs to be implemented by the contractor. Neither Crosstown Ftigineering 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 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 more information. Sincerely. Crosstown Land Developcaa- ment Services Texas Engineering Fimi (F- 15944) ADAM A OHiI N If, 116 9 cp Aslant Green. P.E., MBA Q Professional Engineer (TX #116597) 4/7126 if)NAV' P R Q V o 0 E S I �' 0, UWS D AND L 15, 0 '1. 11 'TE R R "A" F, E IV' ST F, R E'- L, E G, t, � E� COHFIPNM14C-'� S07M �NSPECIDMI APPROVAL C�F MER Rt'STALLAIION VY.r'�E-m VVORK M COINIPLETS Page 2 of 5 - Date: 4/7/2026 ............. CRO'SSTOWN .................................... 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 rcinediation plan within the attached report has been implemented and may impact the stability of the foundation and cause darnage. No WARRANTY IS E'XPRFSSED OR IMPLIED BY THIS ENGINEER AS To THE" PFXFORMANCE 01; THIS FOUN- DATION OR THE REPAIRS THERti'ro. Diligent foundation maintenance to maintain consistent soil conditions along the perimeter 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 the stability cal' 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 as visual evaluation of current conditions observed at the time of the inspection. THERE IS No WARRANTY. EXPRESSED OR IMPLIED. CONCERNING THIS EINGI- NEFRING 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 OLDS nor its employees, or owners, will be re- sponsible for: 1. Knowledge of the subsurface conditions without extensive geolechnical data obtained from onsite drilling and testing of the recovered samples, 2. Knowledge cal' cracks, vertical differential displacement cat` floors without uncovering of the floor by the client, and 3. Any other element such asJoists or beams and other structural members that is bayed 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 facil- ity 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 NOTMANIFUST IN TH14 FUTURE. This report wits 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 CF. CE SHALL HAVE' No LIABILITY FOR ACTS OR ()MISSIONS BY THECONTRACTOR OR HIS SUBCONTRACTORS PEIRFORMING WORK ON THIS PROJECT, ORTHE FAILURE OF THE CONTRACTOR TO PLIRFORMTHE" WORK IN ACCORDANCE WITH THE. REPAIR PLAN. CE IS NOT RESPONSIBLE FORTHE CONSTRUC , 'FI()N MEANS. METH- ODS, TFCTINIQUES. SEQUENCEOR PROCEDURES OR THE PRECAUTBNS INCIDENTAL THERIiTo. CE expressly DISCLAIMS ANY WARRANTY OF FITNESS FOR A PARTICULAR PURN.)SF ' mid tbo client expressly disclaims that it has contracted for or received any warranty offitness for as particular purl-,,., IiM REPORT UNDER THIS ACRE E'MENTIS THEOPINION OFCE AND THERE: ARE I,' BEYOND THEDESCRIPTION ONTHE FACEOF THIS AGREIEMENT. _,E' VGNED AN'D SEAkLED LE'I'MR -r r FE M p 1'0N,NRt,4HNG VTE UISPEC".110N ANIM A P Yv40AL 0 f � P pR � IN 'F',rA L L X,�A'� C) N VV f III �I 11 1 :11 1 1 CONCRETE PRESSED PILING SPECIFICATIONS SIDE VIEW FRONT VIEW EXISTING STRUCTURE --�—' FOUNDATION STEEL SHIMS pz CONCRETE "X CYLINDERS /x v CONCRETE CAP 12" LENGTH SOIL.,,, 6" DIAMETER AND/OR 8" LENGTH 4" DIAMETER PILE SECTIONS X OPTIONAL: ----TWO COLUMNS OF #3 OR #4 SCEDULE 60 < REBAR EPDXY OR U) GROUT IN PLACE U) Q W 0- z 0 �a, I-- OPTIONAL. CL z C) REBAR SHALL c) w w > PREVENT LATERAL U) U) DISCONNECT W z w BETWEEN 0- In CYLINDERS. 12", 18", OR 24" SECTIONS MAY BE USED R 0 T ... . . . ...... . . ....................... . F,ROVIDE �,o EEr L RrEGISTElfR,'SC, EING1114EU11 CONFIRRRMNC'.� �,�,W',E �NSPECTION,, AND ADAM A GREFN APPROVAL OF PPS" HISTALLATM VVH�EN WORKI CONIPU�-li 116591 ..... . ..... . . ... ... . ........... . . 4.7.26 CROSSTOWN ENGINEERM"ll FBPE FlRrvl F-15944 - WWW.CR0SST0WNENGJNEERfNG.00kI CROSSTOWN 469-751-7694 DALLAS NIETROPLEX STRLl(,'TU RAI, ENGINEERING HOME A Pf')UNDATICN �NSPFCT*N 0.3 EP 0.3 0.1 4 2 3.: M - 0, 41, U o) zi -0,3 N -0,5 0 -C13 Legend PF�OVH E SIGNEF'C) AND SEAL, ED LE""FIER Steel Pressed Reference P Sl-�TG- INSPEC'T!CNX � AND ilings Point Ailv� R'C:Vo%L OF' PiE"F,� 44SIFMLLAT�O'N %NIHEEN IS11 ... . . . . ........ 1300 MARUN COURT, GRAPEWNE, TX PLEASE NOTE: THIS DRAWING IS PROVIDED FOR PRELIMINARY PERMITTING PURPOSES ONLY AND IS A LIMITED PLAN OF O REPAIR. ADDITIONAL WORK MAY BE NEEDED ONCE THE FOUNDATION WORK HAS BEGUN BASED ON THE PERFORMANCE OF THIS LIMITED PLAN OF REPAIR. CROSSTOWN ENGINEERING HAS PROVIDED REVIEW OF THIS LIMITED PLAN OF REPAIR AND IT IS OUR OPINION THAT IT IS REASONABLE AND SAFE FOR THE STRUCTURE. ADAM IF INTERIOR PIERS ARE SHOWN ON THIS DRAWING THE CONTRACTOR WILL PLACE THEM BASED ON THE A LOCATIONS OF GRADE BEAMS, PLUMBING LINES AND POST TENSION CABLES, THEREFORE, THE LOCATIONS 116597 SHOWN ON THIS MAP ARE APPROXIMATE. THE CONTRACTOR SHALL PROVIDE THE MEANS -AND -METHODS OF 4.7.26 44`-- — THIS INSTALLATION. ADDITIONAL REPAIRS MAY BE REQUIRED UPON REVIEW OF THE STRUCTURE BY %,kpy/ONA\-ti CROSSTOWN ENGINEERING. SCrosstown Engineering THIS IS A PROPOSED SCOPE OF WORK AND HAS NOT BEEN COMPLETED THEREFORE WE DO NOT CERTIFY ANY Texas Engineering Firm (F-15944) 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 Dallas, TX 75206 FROM THE FOUNDATION REPAIR COMPANY.