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Home My WebLink AboutSFRA2026-002369DATE OF ISSUANCE: RECEIVED: 06/18/2026 26-002369 PERMIT #: 331 E COLLEGE ST REPAIR- INSTALL 28 PILINGS ILDING PERMIT APPLICATION BU JOB ADDRESS: 331 East College Street SUITE # LOT: 3R1 BLOCK: SUBDIVISION: urap6Vihe BUILDING CONTRACTOR (company name): 01shan Foundation ReI,-sir CURRENT MAILING ADDRESS: 1614 Bluebank Rd .. . . ...... CITY/STATE/ZIP: -Dail as-T-X, 75229, PH: # 972-238-1600 PROPERTY OW R: William & Debbie Loots CURRENT MAILING ADDRESS: 331 East College Street Grapevine, T X 7r�")rj 682-333-8879 CITY/STATE/ZIP: PHONENUMBER: PROJECT VALUE: $- 61000 FIRE SPRINKLERED? YES NO WHAT TRADES WILL BE NEEDED? :, ELECTRIC PLUMBING — MECHANICAL DESCRIPTION OF WORK TO BE DONE: Foundation Repair -Install 28 Pilings USE OF BUILDING OR STRUCTURE: Residential NAME OF BUSINESS: 924 Total Square Footage under roof: Square Footage of alteration/addition: 3 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 and inspection documentation shall be made available to the Building Department (required for new buildings, alterations and additions) 0 1 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) C) 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 PROFESSIONALIONNINER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL AGENCY(S). PRINT NAME: Teresa Wise SIGNATURE, PHONE #-. 682-333-8879 EMAIL: CHECK BOX IF PREFERRED TO BE CONTACTED BY E-MAIL THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT Construction T,fe: V Permit Valuation: $ Setbacks Approval to Issue Occupanc', Group. Fire S prinkler: YES NO Front: Electrical Division: Buildim) Deitth: Left: Plumbing__ Zoniwa. 13 uildin p Width: Rear: Mechanical Occupanc Load: grease Trap iL!ht: Hood pro Date� Plan Review Ap va, I < Buildin-- Permit Fee: Site Plan A! sproval: --4')ate: -Plan Review Fee: Fire Department: Date: Lot Draina,--,e Fee: Public Works eye tent: Date: Sewer Availability Rate: Health Dei ent: Date- Water Availability Rate: Approved for Permit: Date: Total Fees: Lot Drainage Submitted: Approved: Total Amount Due: P 0. BOX 95104, GRAPEVINE, 7X760" (817) 410-3165 0:FORMS,DSPERMITAPPLIWIONS City of Grapevine PCB Box 95104 Alteration Grapevine, Texas 76099 817) 415-3166 Project Project Description, Foundation Repair -install 26 Filings m' Issued on: 06,123!2026 at 2:21 PAN ADDRESS INSPECTIONS 31 E College St. Grapevine. Tit 76051 1. Building ail LEGAL INFORMATION FIELDS City Of Grapevine Slk 29*APPLICANT NAAFI (individual) Teresa Wise Let 3r1 `*APPLICANT PHONE NUMBER 682 333 337 APPLICANT -MAIL IT HOLDER Teresa guise VALUATION 00 01shan Foundation Repa Square Footage 921 it , CONSTRUCTION PE VB (972) 236-1 0 * OCCUPANCY GRC;1fSP Fi-3 COLLABORATORS DOCUMENTS M[SC Q1 333 Eas Coll r eStreetPeritAp lication. - Teresa !s£ dt 01shan Foundation DOCUMENTS - DISC 02 331 astColiegeStreet-Glsh n ARev.p f Repair ZONING DISTRICT -7,5 (972) 236-16 0 FEE TOTAL PAID DUE OWNERS • Deborah Ann Loots Building Permit Pee. ($150.00 $ 1 0.00 $ 150.00 $ 1 0.00 Flat Fee) Simple Alteration TOTALS $150.00 $ 150.00 $ .00 CONSTRUCTION. GF OF I All; DOES NOT GRANT OR AUTHORIZE ANY VIOLATION OF ANY CODE OR ORDINANCE OF THE CITY OF GRAPEVINE, III\ �}Fr FURTHERMORE# }Y } # i YY r O OBTAINING#'. THE ESIGN PROFESSIONAL / OWNER IS RESPONSIBLE SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL } Page 1. MYGOV.US 26-002369, 06, 23 2026 at 2:21 PM issued by, Ccaur ney Cagburn 26-002369 r" 320Q,.'i:1crest Drl,,e, Sulle 440 '$bUNAWAY 331 E COLLEGE ST Hcumr, Te,,as -7042 REPAIR- INSTALL 28 PILINGS P, e02-240-3—, i 832-240-2724 ;?,PE ;FF- 11 ? 4 vvv,A,duna,.,a com June B. 2026 A'—L "'In!"ANGERS., KEQU"iRRE_- A b A APP'S?0VAL. 0�F 9,EV�SELD ` ! `�N J�"_ ir I,-, S` E LANS ...... . . ............... ... .................. ... .. ............. . ............. ............. . 01shan Foundation Solutions 1614 Bluebank Road Dallas, Texas 75229 7:*0 NIONDAV - SATLIPDAY ONLY 1-40 INTRK FIER,,NUTTI:�D ON', SUNC�Ay Subject, Review for Permit Letter Re: 331 East College Street, Grapevine, Texas 76051 Dunaway has reviewed the sketch and the foundation repair system proposed for the subject location. In our opinion, the proposed foundation repair should minimize the foundation settlement at the subject location provided proper installation techniques are used which includes all piles to be installed and driven to the point of refusal. In addition, the installation is to be per the manutcIcturer's recommendations, specifications for hybrid segmental pilings FPA-SC-08 latest edition which can be found at industry standards, proper foundation maintenance is performed and in accordance with 2021 IRCI A foundation maintenance program can be obtained at the Foundation Performance Association websife. The areas that are represented by cross -hatching on the attached sketch are the areas, in our opinion, that will be affected by the proposed foundation repair system, provided the foundation system is of acceptable strength. If the actual strength of the foundation system is found to be inadequate to support the spacing of the piles as shown on the attached sketch, then additional piles may be required to support the foundation. Dunaway appreciates being of service. If you have any questions or require additional information, please contact the undersigned. Regards, 9 Miguel Milla, PE DUNAWAY ASSOCIATES, LLC AND SEAL,_''� LET TER NFIRIV,1NIC, V E �,t S*E"MN AND APPR(',`VAL 0'F P1ER (N'STALLA'�,,710N 1/0!1'1� K I S C 0 M PL E �� E . .. . . ......... ............................................ (0, 1, 7) 410 3 D 101 I FOUNDATION CONSULTANT PHONE: 972-238-1600 DATE: JUNE 2026 p p v E S, Kl Na D AND S Efk L E" D L E 77 _'a FROIN1 RIEVSTCR7_0 1=1INCMNEER VTE �Nspsc"Tio?i Ajjo APPRIC'N'.'0- DPFT R iNSTALLA`110N WHEN 'vV'0FZK �S "'OMPI ETEE 6 x 12" PRE -CAST CONCRETE EGMENTAL PILE 5000 28 DAYS (MIN) "AA TRANSITION PLATE HEAVY DUTY INTERLOCKING STEEL SEGMENTS TO BREAK THROUGH TOUGH SOILS FOR GREATER DEPTH .0. C� ............ ......... MIGUEL MIL!,� ..................... 142447 PILES ARE TO BE INSTALLED AND %k/ONAO� DRIVEN TO THE POINT OF REFUSAL ..................................................................................................................... .................................................................................................. ..... .. . .......... ...... . . ..... . .............. .. .. . ..... ............ . ... .... .... .... . . .... ..................... DUNAWAY ASSOCIATES, LLC 3200 Wilcrest Drive, Suite 440 1 Houston, Texas 77042 '$bUNAWAY Ph: 832-240-3771 1 Fax: 832-240-2724 TBP E REGIS. #: F- 1114 FOUNDATION CONSULTANT: HOMEOWNER'S NAME/ADDRESS: WILLIAM LOOTS PHONE: 972-238-1600 331 EAST COLLEGE STREET DATE: ,MINE 2026 GRAPEVINE, TEXAS 76051 .. . ........ ... . ............... ... .. . . . . .. .. .. .. .. .. .. ... .. . .. .. ... ... .... . . ........ . . .. ... ... ... .. .. F'R,0VP.)E SiGNED AND SFA,LE'D LE'rTER lMM� 'COt;MqCSITE ifN$=1 Z7C 7'10N Ai401 OF T��**% ................... MIGUEL MILLA 142447 ................................................................ .............................................................................. 5 a E43 m HN 13 12 11 jll,� i i i 1 A y liod"m 41110 A- --'-DUNAWAY NOTES UNLESS OTHERWISE SPECIFIED ILES SH06t D HE INST-ILED TO Rc-:::IjS 4�' VltHC4 ;S ��H_N THE E�ISTIN* FOUND�IT!ON START TO U=L17 PRO`:THE DRI'vING FOR' EZ:, DRTKI ON THE 711' NO, T G R T p I ER (D TERIOR PILINGS SHOULD SE AT - Sp,ICING 7H, , N8rEETCENTE w-,OR,�, HC0,1ES z,'yD NOT GRELTER--iL,N -�E:F ON Tylic E'1' �Tv0N R A I N G S S H L41 L ESE T4, K E t � BE:: 0 R E ..NDL, =7 E R THE T 0 L 1 N D, A T I G N L I F 71 ELE .LT:ONS HA, VE BEEN 4,:)j,,STED, '-OR �LOOR lo,�,EPING& - -c N F �STVNG LEGEND PROPOSED PIER 0 PIER W)BREAKOUT X PREVIOUS WORK