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Home My WebLink AboutSFRA2024-003346ADDRESS 301 Banyan Dr. Grapevine, TX 76051 LEGAL Banyan Place Blk 3 Lot 1r A 1R S220 3 *06359590* PERMIT HOLDER Teresa Wise Olshan Foundation Repa ir (972) 238-1600 COLLABORATORS •Teresa Wise Olshan Foundation Repair (972) 238-1600 OWNERS •Miller, Keith INSPECTIONS 1 1. Building Final INFORMATION FIELDS **APPLICANT NAME (Individual)Teresa Wise **APPLICANT PHONE NUMBER 682-333-8879 VALUATION 21000 * CONSTRUCTION TYPE VB * OCCUPANCY GROUP R-3 DOCUMENTS - MISC 01 301 Banyan Drive - Permit Application.pdf DOCUMENTS - MISC 02 301 Banyan Drive - Olshan DA Rev.pdf DOCUMENTS - MISC 03 REVISED PLANS 9-19-24.pdf DOCUMENTS - MISC 04 REVISED APPLICATION.pdf * ZONING DISTRICT R-5.0 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 # 24-003346 Project Description: Foundation Repair-Install 25 Pilings and adjust 7 existing pilings Issued on: 09/23/2024 at 3:34 PM MYGOV.US 24-003346, 09/23/2024 at 3:34 PM Issued by: Connie Cook Page 1/2 eptember 12,2024 01shan Foundation Solutions 1614 Bluebank Road Dallas, Texas 75229 Subject: Review for Permit Letter Re: 301 Banyan Drive, Grapevine, Texas 76051 Dunaway I BEG' has reviewed the sketch and the foundation repair system proposed for the subject location. In our opinion, the proposed foundation repair and adjustments to the existing pilings 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 manufacturer's recommendations, specifications for pre -cast concrete Cable LockTM pilings FPA-SC-08 latest edition which can be found at w-,,vw I ou n{] (1 tic) r � I t(:) i industry standards, proper foundation maintenance is performed and in accordance with 2021 IRC. A foundation maintenance program can be obtained at the Foundation Performance Association website. 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 I BEC appreciates being of service. If YOU have any questions or require additional information, please contact the undersigned. Regards, 11-1114KI, _/1 Megan McLernore, PE Dunaway I BEC REVISIONS RECEIVED 9�20!2024 1; 24-003346 301 BANYAN DRIVE FOUNDATION REPAIR Z� pi 1.. .. .. .. .. . ... 3200 MDrive, ve, Suite 440 '�DUNAWAYIBEC Houston, Texas 77042 P: 832-240-3771 F: 832-240-2724 TBPE #F-1 i 14 vvw,Ii.dunw,ay.com 301 Banyan Drive, Grapevine, Texas 76051 8,000 PSI Heavy Outy Inte0o(king Steel Segments go ot Nliwl Va"V I I ------ - _ --- --------- Piles are to be installed and driven to the point of refusal m III I III III I I II � I II II � m SANDRA MILLER BANYAN301 DRIVE GRAPEVINE, m 5 4 f lllllll 111114 3 2 i <6 ADJ ADJ ADJ 11IIlIl ADJ #II im1,II 11 DUNN 'AY BEC 324 01crestOwe Sute440 Houston, Teas 77042 *bUNAWAyjBEEPh 832-240-37791 Fa, 0..32-240-2724 TREE REGIS #, F-1114 NOTES UNLESS OTHERWISE SPECIFIED PILES SHOULD BE INSTALLED TO REFUSAL WHICH, IS DEFINED AS WHEN THE EXISTING FOUNDATION START TO HAVE UPLIFT FROM THE DRIVING FORCE EXERTED ON THE PILE EXTERIOR PILINGS SHOULD BE AT A SPACING NOT GREATER THAN 8 FEET CENTER TO CENTER ON ONE STORY HOMES AND NOT GREATER THAN fir FEET ON TWO STORY HOMES ELEVATION READINGS SHALL BE TAKEN BEFORE AND AFTER THE FOUNDATION LIFT INDICATES AREA AFFECTED BY NEW PILINGS ELEVATIONS HAVE BEEN ADJUSTED FOR VARIATIONS dN FLOOR COVERINGS ADJUST EXISTING PILINGS AS REQUIRED, IF ANY LEGEND ♦ PROPOSED PIER 0 BUILDERS PIER X PREVIOUS WORK