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Home My WebLink AboutSFRA2024-003337 -INHOWN0201 I-VA1199 LOT.- BLOCK: SUBDIVISION: BUILDING CONTRACTOR (company name): CURRENT MAILING ADDRESS: CITY/STATE/ZIP: PROPERTY OWNER: CURRENT MAILING ADDRESS: CITY/STATE/ZIP: PROJECT VALUE: $ DESCRIPTION OF WORK TO BE DONE: USE OF BUILDING OR STRUCTURE: ["HONE NUMBER: ELECTRIC PLUMBING OK Fax # Total Square Footage under roof- Square Footage of alterationladdition- I 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) El I hereby certify that plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review. Control Number: - (Not required for I & 2 family dwellings) Ll 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 OBTADffNG SUCH APPROV-% I FROM THE APPROPRIATE STATE AND OR FEDERAL AGENCY(S). PRINT NAME: SIGNATURE PHONE 0 CHECK Box w PREFERRED TO BE CONTACTED BY E-MAIL THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT Construction Tv )ebacks Approval to Issue Occupanc% Group: Fire Sj)rinkler: Y'ES NO Front: Electrical Division. -2oning: :7 5 Ooad: Plan Review Ayproval: Site Plan oval: Fire Department: Public Works Department: Health Department: Approved for Permit: Lot Drainage Submitted-': Buildim., D Left: Plumbing Buildim, it: Rear: I Mechanical Grease Tra 1 Ri!+t: I Hood Date: Permit Fee: Building Date: Plan Review Fee: Date: Lot Drainasye Fee: J Date: Sewer Availability, Rate: Date: Water Availability Rate: Date: Total Fees: Approved: ¢ Total Amount Due: P.O. BOX 95104, GRAPEVINE, TX 76499 (817) 41G-3165 0:FORWDSPERMTTAPPLICATIONS ADDRESS 1114 Valley Vista Dr. Grapevine, TX 76051 LEGAL Bellaire Addition Blk 2 Lot 12 *00152293* PERMIT HOLDER Ben Lord Texas Foundation Expert s (817) 917-9381 COLLABORATORS •Ben Lord Texas Foundation Experts (817) 917-9381 OWNERS •Russell, Richard Anthony INSPECTIONS 1 1. Building Final INFORMATION FIELDS **APPLICANT NAME (Individual)Katy Lindholm **APPLICANT PHONE NUMBER 682-287-6611 VALUATION 6200 * CONSTRUCTION TYPE VB * OCCUPANCY GROUP R-3 DOCUMENTS - MISC 01 Grapevine-BUILDING PERMIT APPLICATION 1.pdf DOCUMENTS - MISC 02 1114 Valley Vista TFE Cursory Review 1.pdf * ZONING DISTRICT R-7.5 FEE TOTAL PAID DUE Building Permit Fee, ($150.00 Flat Fee) Simple Alteration $ 150.00 $ 150.00 $ 150.00 TOTALS $ 150.00 $ 150.00 $ 0.00 READ AND SIGN 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). September 19, 2024 City of Grapevine PO Box 95104 Grapevine, Texas 76099 817) 410-3166 Building - Residential Alteration Project # 24-003337 Project Description: Install (13) Concrete Piers on Exterior of home. Issued on: 09/19/2024 at 9:20 AM MYGOV.US 24-003337, 09/19/2024 at 9:20 AM Issued by: Connie Cook Page 1/2 Signature Date City of Grapevine Building - Residential Alteration Project # 24-003337 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. THIS PERMIT SHALL EXPIRE IF WORK IS NOT COMMENCED WITHIN (180 DAYS) OF ISSUANCE OR IF WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF (180 DAYS). THE ISSUANCE OR GRANTING OF THIS PERMIT AND / OR APPROVAL OF PLANS, SPECIFICATIONS AND COMPUTATIONS SHALL NOT BE CONSTRUED TO BE A PERMIT FOR, OR AN APPROVAL OF, ANY VIOLATION OF ANY OF THE PROVISIONS OF THE CODES AND ORDINANCES OF THE CITY OF GRAPEVINE. THE ISSUANCE OF A PERMIT BASED ON PLANS, SPECIFICATIONS, AND OTHER DATA SHALL NOT PREVENT THE BUILDING DEPARTMENT FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS, AND OTHER OR REQUIRING CORRECTIONS OF THE CONSTRUCTION ITSELF. MYGOV.US 24-003337, 09/19/2024 at 9:20 AM Issued by: Connie Cook Page 2/2 601 Corry A Edwards Drive !n Kennedale, Texas 76060 f8M 576-1973 C, 0 N U L I A IT Texas Registered Engineering Firm F-15336 Date: September 11, 2024 Attention: Texas Foundation Experts Subject: Cursory Foundation Repair Report Slab Foundation 1114 Valley Vista Drive, Grapevine, TX 76051 To Whom It May Concern: Thomas Engineering Consultants JEC) was retained to conduct a review of the limited foundation repair Plan prepared by Texas Foundation Experts (the contractor) to determine, in our opinion, if the recommended remediation plan is a reasonable plan of repair based on the relative elevation map provided. The contractor provided a limited repair plan which included the pre -lift elevations and recommended piling locations for the structure for our review. No other information was provided regarding any exploratory measures such as soil testing concrete testing, prior engineering reports, prior recommendations for foundation repairs, or any construction documents relative to this structure. If existing pilings are shown in the limited repair plan, then their locations were provided by either the homeowner or contractor. Suchexisting pilings are approximated and are not certified in any way by TEC. If the reader would like to determine if they are present, they must contact the homeowner or contractor to obtain an engineering certificate certifying them. TEC has not performed a visual inspection of the subject structure. According to the contractor, the foundation system appears to have settled towards the areas where foundation remediation is recommended which coincides to areas of cosmetic stress. Texas Foundation Experts has included the following items in their recommended limited repair plan: • Install 13 Concrete Piers • Install/Replace Bearrits) per Texas Foundation Experts Limited Repair. Plan and Estimate Details • Re -shim substructure per Texas Foundation Experts Limited Repair Plan and Estimate Details The foundation repairs are intended to meet or exceed 2021 IRC. Based on the contractor's evaluation of the property in conjunction with TEC's review of the elevation drawing, it is the opinion of TEC that the proposed limited repair plan is a reasonable and limited repair. Modifications to this plan may become necessary based on field conditions discovered during execution by the foundation crew. This report provides our reasonable professional opinion of the condition of the foundation on the date of the inspection 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 comments 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 a visual inspection by a licensed engineer. TEC can complete this visual inspection for an additional fee. W.W F, Tf 't Tr fIT7 -fb ff -,T[fCeT -?,nd 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 RECEIVED 9.1612024 24-003337 1114 VALLEY VISTA DRIVE FOUNDATION REPAIR fim• ! Because the structure 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 structure may arise during the foundation repair installation activities. We recommend pre -lift and post - lift plumbing tests be performed on the sewer and potable plumbing lines. Any leak found shall be repaired immediately. Please see the attachments for additional information on the recommended repairs as well as the general recommendations for maintaining foundations in North Texas. If you have any questions or if we can be of lurther service, please give us a call. We appreciate the opportunity to serve you. Very truly yours, Attachments: TEC - Disclosure & Disclaimer TFE - Limited Repair Plan TFE - Combination Piling TFE - Concrete Piling TFE - Steel Piling TFE - Pier and Beam Interior Support TEC - General Recommendations for a Foundation Maintenance Program ............................................... Property Address: 1114 Valley Vista Drive, Grapevine, TX 76051 DISCLOSURE & DISCLAIMER: It is known to knowledgeable professional engineers that the soils in this area are subject to movement due to expansion, contraction 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 FOUNDATION OR THE REPAIRS THERETO. 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, seasonal moisture variations, water leaks, erosionlra.nd"oth—er factors maV-pffect 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 Thomas Engineering Consultants or its principals, agents or employees. The client agrees that neither TEC nor its employees or owners will be responsible for: 1 . Knowledge of the subsurface condons without extensive geotechnical data obtained from onsite drng 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 TEC for viewing, and releases TEC from any liability attributable to such knowledge or condons. Any prescribed repair or maintenance plan detailed by this report is based on observations of apparent performance of the structure at the time of this assessment. Compliance with any code or specification other than as expressly noted is specifically excluded. F, IeUlf-( rf n Fe7-11#,WtTi#7 f g-'cff W-Lf7d5�f5l7iff 17-d777T now exist and DOES NOT IMPLY OR WA14RANT 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 TEC. MINNIEaN , 6,1111 wi1"1 A. 1111, 0. 1."LM lot 1:1200101:101112V z"Nsoall"IMIN211 W401111111150105 1*041 1114, TEC 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 TEC AND THERE ARE NO WARRANTIES THAT EXTEND BEYOND THE DESCRIPTION ON THE FACE OF THIS AGREEMENT. Thomas Engineering Consultants Property Address: 1114 Valley Vista Drive, Grapevine, TX 76051 TFE — Limited Repair Plan M4 Valley Vista, Grapevine TX 682-365-7929 marghail@env itioripr"rtgbugett,corn 0.9 02 "Ll (?OC I 03 05 'd 0.6 04 r—xt. tea-, This drawing is provided for preliminary permitting purposes only and is a limited plan of repair, Additional work may be needed once the foundation work has begun based on the performance of this limited plan of repair, Thomas Engineerinq fim=lil! Consultants has provided review of this limited plan of repair and it is our opinion that it is reasonable and safe for the structure, 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 this installation. Additional repairs may be required upon review of the structure by Thomas Engineering Consultants. This is a proposed scope of work and has not been completed therefore we do not certify any 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 completed they must request an engineering certificate for the subject foundation work from the foundation repair company. Thomas Engineering Consultants Property Address: 1114 Valley Vista Drive, Grapevine, TX 76051 3a��= I Void after Lifting Foundation Steel Shims Concrete Cylinders Cap 13106n 12' LENGTH Soil6'DIAMET ER PILE SECTION 75 err Transition from concrete to steel Uri _j Steel cap sheet L 2-7/8 Clutter steel pipe (D 2-3/8 Inner Steel pipe Thomas Engineering Consultants Property Address: 1114 Valley Vista Drive, Grapevine, TX 76051 SIDE VIEW ME N FRONT VIEW �'OJNDA'104 co'w'R' --- CYLINIDERS, x CAP PIROVV)�A) BY V/ 1 0 COLUNIN", Of ;t,l 04 94 SG,� i� D�'111 1 60 F,AQ 1:11'R GKCA 7 N PLAC,'1% L.A'TRAt C,YJJNJ[)Lf�S12' 18'" 'A 24' SECT K)NS MAY Bi- usD' fim�� V LF1411; 1 -4 6' DIAME7F_R 4" , DIANIF ' R , SLIC I IONS PIL' THOWO,A 1.10NOP, jR A k ME= Property Address: 1114 Valley Vista Drive, Grapevine, TX 7605"" --+0UNDATIOt',� STEEL SHIM3 CO!'NCRETE CYLINDEF CONCRETE OR STEEL STEEL CAP SHEET --2-71'8" OUTER STEEL -2-3/8" INNER STEEL ........... I TWMA�,A Thomas Engineering Consultants Property Address: 1114 Valley Vista Drive, Grapevine, TX 76051 SONOTUBE DETAIL (if applicable) GIRDER IREAM SCALE. N TS METAL SHIMS 19'(WN) SONOTUBE ----- - FILLED WITH 3,000 PSI (MIN) (4) #4 REBAR f- nrlt Mir" 1 M /M #3 STIRRUPS NOTE MINIMUM PAD DEPTH 24 INCHES PAD /BLOCK DETAIL (if applicable) GIRDER IBEAM SCALE N TS -METAL SHIMS 8" x 8" (MIN) CNIU BLOCK FILLED WITH GROUT GROUND LEVEL #5 REBAR - 2 EA 18"x24"XG"ftvllN)COt,ICRETEPAD 3,000 PSI (MIN) w/(4) #4 REBAR 0 C E .W NOTE: MINIMUM PAD DEPTH 24 INCHES 4: 5 07 . N11