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Home My WebLink AboutSFRA2025-000243 ECEIVED: 1/2.. 3/2425 25-000243 .. 34 LOVERS LANE ISSUANCE: I % : E FOUNDATION REPAIR y; BUILDING PERMIT APPLICATION ELECTRONIC REVIEW (PLEASE PRINT LEGIBLY — COMPLETE ENTIRE FORM) JOB ADDRESS:,' Lavic SUITE # L : SUBDIVISION: BUILDING CONTRACTOR (company name): M N r A V? i n 0 ADDRESS:CURRENT MAILING _.__. CITY/ /I , 1 A �.� 14, 9 ._ 15 Fax #PROPERTY OWNER: .,... CURRENT MAILING ADDRESS: Uvfll CITY/STATE/ I : i r 1 - w _.. VALUE:PROJECT r M FIRE SP L ? Y S N WHAT TRADES WILL BE NEEDED? (check ones tbatapply) ELECTRIC PLUMBING — MECHANICAL DESCRIPTIONWORK BE DONE: ot # , USE OF BUILDING OR STRUCTURE: Total i Footage Ier rooh Q i f, SquareFootage of i 7 ddition 1 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 I inspectiondocumentation 1'made availabletothe BuildingDepartment(required for buildings, alterations and additions) hereby certify that plans have been submitted toi Department of Licensing. 1€ r r I 1 1- .. rrequired for dwellings) El I hereby certifyasbestos been conducted for this structure In accordance with the regulatory requirements of the Texas Department 1Health. (REQUIRED FOR DEMOLITIONS, ADDITIONS OR ALTERATION TO COMMERCIAL; PUBLIC BUILDINGS) herebythe foregoing is correctto the best of my knowledgeand all r be performed according to the documents 1 r uv+ by the Building Department 1 1 Of GrapevineOrdinance 1 r understood that the issuance 1 1 permit rt t _ 1 violation is 1d?'t ordinance of the !!Grapevine. UNDERSTAND.. THAT PLANS 1 SPECIFICATIONS ARE NOT1 FOR HANDICAPPED ACCESSIBILITY BY THE CITY, AND THAT THE DESIGN PROFESSIONALJOWNER IS RESPONSIBLEi' OBTAINING SUCH APPROVALFROM f OR FEDERAL PRINT SIGNATURE ,OI M / ► BOX IF PREFERRED Tos CONTACTED BY FOLLOWINGTHE r BE COMPLETED BY THE ► i 1RTMENT PermitConstruction Tvpe: ApprovalSetbacks •. Occupancy Group:Sprinkler:O Front: Electrical Division: i Plumbing Zoning: BuildingaRear: Occuiiancy Load: Grease Trap Right: Hood Plan Review Approval- Da e. B Iding, Permit Fee: ul Site Plan Approval: Date: f Review Fire Department: i. Lot Public Works Department: Date: Sewer Availabili,,v Rate: Health i` i.Availabilit%, Rate: Approved for Permit: Date: Total Fees: Lot Drainage Submitted: Approved: Total Amount Due: P.O. BOX 95104. GRAPEVNe TX 76M (817) 410-3165 O-FORMMSPERMMAPPUCATIONS /Re2-Rev.1fID4, ,1Xf7,111OA,4(17,?H8 ADDRESS 834 Lovers Ln Grapevine, TX 76051 LEGAL Sunshine Harbor Addition Lot 97 S Sunshine Harbor Addition Lot 97 PERMIT HOLDER Randy Hargrave Hargrave & Hargrave, In c. (972) 442-3415 COLLABORATORS •Randy Hargrave Hargrave & Hargrave, Inc. (972) 442-3415 OWNERS •Carol Miller TENANTS •Lee & Kim Miller INSPECTIONS 1 1. Building Final INFORMATION FIELDS **APPLICANT NAME (Individual)Mandy Lindberg **APPLICANT PHONE NUMBER 972-442-3415 APPLICANT E-MAIL VALUATION 15828 * CONSTRUCTION TYPE VB * OCCUPANCY GROUP R-3 DOCUMENTS - MISC 01 APPLICATION.pdf DOCUMENTS - MISC 02 CONSTRUCTION PLANS.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). City of Grapevine PO Box 95104 Grapevine, Texas 76099 817) 410-3166 Building - Residential Alteration Project # 25-000243 Project Description: Residential Foundation Repair [South, West & NW Corner, Interior of Residence] [ELECTRONIC REVIEW] Issued on: 02/25/2025 at 4:22 PM MYGOV.US 25-000243, 02/25/2025 at 4:22 PM Issued by: Connie Cook Page 1/2 Aighland -41 lage, TX 972.691.6633 TSPE FIRM #605 =03ROMMIM, Carol Miller RE: Initial Engineering Evaluation 834 Lovers Ln Grapevine, Texas Per your request, our office evaluated the above referenced structure. The structure is supported by a concrete slab foundation. For the purpose of this report, the structure faces generally east. The intent of this evaluation is to formulate an opinion on the performance of the foundation. Elements of concern are safety, function, durability and habitability. Inadequate foundation performance may result from inadequate strength or insufficient stiffness. The information include herein is based on the opinion of the engineer and is informational purposes only. "Afm Elevations of the slab, cosmetic damage and other factors were utilized in this evaluation. It is the opinion of the engineer that repairs as noted below would be A'neficial. NS L0401 III it MR a LO MI of Artin 1. Install 16 exterior piers & 8 interior piers as shown on the attached sketc Interior piers to be installed under interior grade beams. Contractor sha locate the interior beams and contact this office if their location is differe 11 r than shown. 2. Install gutters around the entire house discharging away from the foundation. 3. Plumbing tests are recommended on the incoming potable water and waste water systems after the piers are installed. 4. Monitor the home and re -inspect if future movement occurs. If piers are recommended, the foundation can then be raised on these piers, Proposed underpinning will not improve the performance of the foundation in non - underpinned areas. Complete leveling of the structure should not be anticipated. The contractor should raise the foundation only as much as the structure will allow without creating additional stress or cosmetic damage. RE: Initial Engineering Evaluation $34 • Ln Grapevine, Texas These repairs will meet or exceed International Residential Code (IRC) 2021 guidelines. Contractor to locate all underground and overhead utilities, Our office should be contacted with any conflicts. We are not responsible for damage to existing utilities, Any exposed post tension cables should be cleaned of rust and sealed with waterproof sealant. of the soil. A consistent foundation wat�r program should be implemented on all structures to minimize foundation movements. During dry seasons of the year, soil fl should be watered evenly. During wet seasons of the year, water should flow awa from the foundation at all times. Unrepaired foundations may continue to degrade, which can cause additional cosmetic and structural damage, and may require additional repairs. If the subject property is attached to an adjacent unit, unrepaired foundations may impact the ,q,djacent units. iiii''Wovero mm Drainage improvements should be installed so that all water drains away from the foundation and no ponding water remains. The areas surrounding any proposed drains should be regraded to ensure that the affected area is captured by the drainage system. Drainage improvements may be altered as needed to ensure proper functionality. Limitations of Liability: This evaluation was conducted in accordance th generally accepted practices and procedures. Recommendations, if an are intended to be the most cost effective and practical solution to common oblems. Underpinning will not improve the performance • the foundation in non-underpinn areas. Most structures are not constructed with the ability to perform as a structuraf RE: Initial Engineering Evaluation 834 Lovers Ln Grapevine, Texas If you have questions or require additional information, please contact this office. Sincerely, "Oo -2.5 -2.9 0 ............. a -3.2 -1.2 1+0.1 -2.5 -1.2 A -0.1 P +0.1 0.0 0"1.9 -1.3 +1.3 -1.0 -1.3 -1.8 -0.7 +0.5 0.0 +0.3 +1.3 +0.4 ... &nneii y . r 105947 QCE Approx location of existing piers 9/4/2024 CONTRACTOR TO VERIFY THE CCM ENGINEERING 834 LOVERS LOCATION OF ALL UNDERGROUND 2570 JUSTIN RD. STE. 209 & OV9RH1A* UTILITIES. ANY CONFLICTS SHOULD BE REPORTED HIGHLAND VILLAGE, YX 75077 LANE TO OUR OFFICE. WE ARE NOT Ph, 972.691.6633 RESPONSIBLE FOR DAMAGE TO d TOPE FIRM #605 GRAPEVINE, TEXAS ANY UTILITIES, PUBLIC OR PRIVATE M= �. , t Foundation Beam Steel Shims Pro -cast 3000 PSI Solid Concrete Block 4g 3/16" Steel Channel 2 3/8" O.D. Steel Sleeve Jacking Station(s) Helical Pier Piers installed to specified torque capacities and minimum depths as specified by Engineer, NOT TO SCALE Typical torques are 1500-2500 ft. Lb,. Typical depths are 7 - 25 feet, 834 LOVERS LANE GRAPEVINE TX