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Home My WebLink AboutSFRA2025-004505RECEIVE505 D: 11124/2025 DATE OF ISSUANCE: 25-004 2917 BROOKSHIRE DR (7) PIERS FOR FOUNDATION PERMIT #: ... . .... .... . ..... JD UMIJIIN ki rr,]KIVII I A]rJrElqA I MIN JOB ADDRESS: 2917 Brookshire Drive, Grapevine, TX, 76051 —SUITE LOT: BLOCK: SUBDIVISION: BUILDING CONTRACTOR (company name): GL Hunt Compawy Inc. CURRENT MAILING ADDRESS: 3932 Benbrook Highway CITY/STATE/ZIP: Fort Worth TX 76116 CURRENT MAILING ADDRESS: 2917 Brookshire Drive CITY/STATE/ZIP: Grapevine, TX 76051 PH: # (817) 952-1435 Fax # THONE NUMBER: (817) 995-0387 FIRE SPRINKLERED? YES N* WAAT TRADES WILL BE NEEDED? ELECTRIC PLUMBING MECHANIC AA - DESCRIPTION OF WORK TO BE DONE: It is recommended at the home to install 7 new remedial piers Total Square Footage under roof: Square Footage of alteration/addition: 63 El 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) 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 1 & 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) IT NAME: Hayden Slack SIGNATURE PHONE#: (817) 952-1435 EMAIL- El CHECK BOX IF PREFERRED TO BE CONTACTED BY E-MAIL L THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT Construction T%12eL. Permit Valuation: $ Setbacks A )royal to.,f,,sue Occupa cb Group: Fire SI)rinkler: YES NO Front: Electrical Division: Building Depth: Left: Plumbi ZoninL,: BuildinL, Width: Rear: Ml eOitdcal Occupancy Load: 1 Grease Trap Right: Hqod Plan Review Approval: Date: Buildin,-, Permit Fee: Site Plan Alyroval: Date: Plan Review Fee: Fire Department: Date: Lot Draink,-,e Fee: Public Works Department: Date: Sewer Availability Rate: Health Department: Date: :i Water Availability Rate: Approved for Permit: Date: Total Fees: LLot Drainage Submitted: Approved-: Total Amount Due: P.O. BOX 95104, GRAPEVINE, TX 76099 (817) 410-3165 O:F0RM51115F2RMR`APPLIGA_R6N61/02-ReVA 1/04,5/06,2107,1 voqwi imig ity of Grapevine Building - Residentia. PO Box 95104 Alteration Grapevine, Texas 76099 817) 410-3166 Project # 25-004505 Project Description: Install (7) concrete piers for foundation repair [ELECTRONIC REVIEW] Issued on: 12/1212025 at 11:28 AM ADDRESS INSPECTIONS 2917 Brookshire Dr. Grapevine, TX 76051 1. MISC. Building Inspection 2. Building Setback LEGAL 3. Building Foundation/Footing Oak Creek Estates Blk 4. Building Pier 12 Lot 29 S 5. Building Framing 6. Building Bracing / Sheathing PERMIT HOLDER Hayden Slack INFORMATION FIELDS GL Hunt Foundation Rep air —APPLICANT NAME (individual) (817) 952-1435 "APPLICANT PHONE NUMBER APPLICANT E-MAIL COLLABORATORS - Hayden Slack VALUATION GL Hunt Foundation Square Footage Repair * CONSTRUCTION TYPE (817) 952-1435 * OCCUPANCY GROUP OWNERS DOCUMENTS - MISC 01 - Ben Gartmann DOCUMENTS - MISC 02 1AA � Ortiz &O'litwu I I I I] r-mg I'w ralmill 8. Building Termite Verificati 9. Building Energy Code 10. Lot Drainage Inspection 11. Building Final I A- W Hayden Slack 8179521435 8693.00 63 VB R-3 2917 Brookshire Drive.pdf Pr 344575327 - Report 2616 - 2917 Brookshire Dr.pdf R-7.5 TOTAL PAID DUE $ 150.00 $ 150.00 $150.00 $150.00 $150.00 $0.00 Page 1/2 MYGOV.US 25-004505, 12/1212025 at 11:28 AM Issued by: Amanda Robeson x rI IY NOT REVIEWED FOR HANDICAPPED AGUESSIBILITT13"T TAE_CM_A111rTAA0 THE DESIGN PROFESSIONAL- IS RESPONSIBLE- OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL December 12, 2025 Signature Date City of GrapevineBuilding SI nti i Alteration Project # 25-00405 4 NOTICES 1) ALL work must be done in compliance with the 2021 INTERNATIONAL UIL ! CODE. **ALL work ISSUED prior to January 1, 2024, must be done in compliance with the 2006 INTERNATIONAL BUILDING COE. ) 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 METRO (17) 41-01, CUT OFF TIME FOR A.M. INSPECTION IS 7:30 A.M. --- CUT OFF TIME FOR PM. INSPECTION IS 1:30 P.M. > PERMIT ISSUED IN ACCORDANCE WITHAPPLICATION I IN THISOFFICE. •' r # i• �:x r� r it r it i r+ � i= * x i x i i - r i x■ i' i' x . __-i x i x i.r i i i i _. Page 2/2 MYGOV.US 25-004505, 1211212025 at 11:28 A -0,.,.................m..,'9 d9P+;d. iZf ::s-, fS s0,.r6., 4N E3°!ukt-sth£ amm;u t k;F a ILU d i Date. 11/1812025 k gm 1 ; Report 2616 Project # 344575327 P t I Attf : Ben Gartma n h'. 6 e y r d 4^@ .Y '@ MI ! V t d8 Cc. GL Hunt Co Inc , n __.J 4m. .......... ..I Re: Foundation Repair Evaluation 2017 Brookshire Drive sn } Grapevine, Tx 76051 A The following report constitutes the engineering assessment requested on the fi foundation repair proposal of the subject property. This dwelling is of timber construction ,and sits on a slab on grade foundation, which for identification faces north. In the evaluation of the foundation, floor elevations are taken in conjunction with visual observations, knowledge of previous construction and repairs, and overall J function of the home to determine the performance of the foundation and make recommendations if necessary. Foundation performance considers the capability of the ~" building to serve its intended purpose, including safety, function, durability, and I i habitability, d Analysis; A single floor survey yields the slope of the foundation at one instant, and may or may not be sufficient information to support recommendations without access to previous floor elevation surveys for comparison. Guidelines for the Evaluation and r j Repair of Residential Foundations adopted by the Texas Section of the American j Society of Civil Engineers defines allowable tolerance as L/360". ex. across 360°° or t................ 30', so 60"/360", you have an allowable tolerance of 1 ). This tolerance range is used j in multiple calculations with points across the foundation to determine localized and r overall deflection. As apparent from the elevation survey and visual observations from the property, there has been settlement at the back and interior. Discussion: This house is situated in a region that is considered semi -arid climate where there are very wet springs followed many times by extreme drought. The home likely sits upon expansive clay, therefore it is important that drainage be positive away from the structure and watering replenish moisture lost through evaporation during periods s, of drought. It has moved in the past and will move in the future, even after completion i of any repairs delineated in this report. The owner should adhere to the attached Foundation Maintenance program to keep movement within parameters that are acceptable. . "iZ ShG 'TZ ED AND S EAL E wL�, E , r C0N1F1R° iNG S"F , inaiSi° TiRN),i A�.i . ,..., RECEIVED: 11,24t2025 a P PR OVA L O PHE FF' . � � � M� �"�:'�� , spa � � � � s"m� 'WHEN 25-004505 W0s� i`� ' CON)PIL'ET" as 2917 BROOKSHIRE DR (7) PIERS FOR FOUNDATION Recommendations: 5 It is recommended at the home to install 7 new remedial piers. Underpinning options are included on the following pages including steel pilings, concrete pilings, and a hybrid system. Repairs contained herein comply with 2021 IRC, When foundation repair is being performed, it is recommended that the sanitary and pressure supply lines be tested to assure that no leaks exist or have been created before the repairs and after the lift. If leaks are found, or ever found regardless of foundation repair, they should be repaired as quickly as possible to prevent over -saturation of the bearing soil. Non-structural remedial measures may improve foundation performance and reduce future movement. Applying these remedial measures and monitoring foundation performance prior to or in lieu of underpinning may be a prudent approach, depending on the severity of foundation issues and needs of the occupant. For example, an owner may choose to perform periodic cosmetic repairs and door adjustments, rather than comprehensive foundation underpinning. Typical recommendations for non-structural remedial measures may include, but are not limited to, vegetation alteration (such as tree removal or root barriers), watering programs, and drainage improvements. The following are general maintenance tips to consider. - In general, in order to achieve adequate drainage, it is recommended to have at least 6 inches of drop in the first 10 feet away from the home for proper runoff. When this cannot be achieved, a swale should be created (such as between homes) to drain with a minimum 2% slope. In instances where lot elevations prevent adequate surface water runoff, subsurface drainage systems may need to be installed. Gutters are also ideal to collect roof runoff and have extensions that extend at least 4 feet from the foundation - Installing a drip line around the home at the edge of the foundation can improve foundation performance during the dry months if not already installed, especially since there are trees around the home. Drip lines are ideally installed about a foot away from the slab and buried approximately 3 inches below the ground. Requirements for run time can vary depending on recent weather conditions, so the soil condition should be monitored to see if it is becoming too muddy or remaining dry so adjustments to the watering schedule can be made. KZOVIDE SiGloMED AND SEALED LETTER REGISTERED EtlG MME E R C 0 61,T t Mr G S I TE HN S, P E C 1"10 N A N C, APPR-COVAi- OF PIER MHIM"l 1,1NIOR14, IS MO�PLA-,.TE ... ... .. ... . - — ---- - It is always ideal to remove large trees and shrubs around the home, but root barriers can also provide benefit if they are far enough from the home to install. It is recommended to contact an arborist to determine if root barriers are a good choice without causing damage to trees. Root barriers are installed to a depth of 3' or until no roots are encountered, whichever is deeper, and a root barrier material installed to prevent future root growth and extraction of moisture under the home. If trees are not removed or root barriers installed, it makes watering even more important, There are several commercial barrier materials on the market or the owner may use corrugated fiberglass set vertically in the ditch with the edges lapped over, with minimum 10 mil plastic sheeting set at the outside and then clay soil backfilled and compacted back in the ditch. Without tree removal or root barriers, it makes adhering to a regular watering Please refer to the attached Foundation Maintenance program for more info on ideal foundation maintenance and how to allow for proper drainage. Adherence to these recommendations will better protect the foundation and prevent both over saturation and exposure to over drying. P F11'ZOM �-IiECGISTLGURIIED E'rN1G1NE%rz-!R, C-,0,N�NRU]ING SITE MSPECI'1011"J AVAD APPf,',C)VAL OF Pifii-EF-1, "HiriTALIXTION 11S, (-C4v1'PLE1'E ...... . .... . ........... vv"� j �j;'��i ................. HEATH G. SALM014 .......................... V135871 0 ........ F-21268 I NA�- C Now 11/18/2025 IF, 3 . . . . ... . . .... ---l", I-- - .......... . ....... N'- r,_ s ' Nomp ' P. Da..ali a„ w q,.Wm u� ti tl.www.r,.r .:,+ a 2 -0,6 -03 0.6 0.5 0.0" x —0.2 _0 2 4 0. ... 1i 1 0 3 0. 2 . Fn 0�2 0A 0.3 0.2 0.2 0.2 0.5 0.3 L 1-=0, 0.4 0.8 0.6 03 O.6 1.2 Legend n . D VID,E SiG I I E D At\H)SEAI rrmmlTM, LET T Electric Panel X Existing Piers Exterior Breakout Garage Breakout I " � �� KIFI ��`01"I ��"fi E- �"��S" PI��CT"� �" %! ��[5 [) wN,kwwPI I"a'c ( Y A L i:.., N i �. R 1 N4 58 A iwo., L.n 110 vIl VV IMv M, N' Gas Lane Interior Breakouts a 4 AA "° mm i .. ,!y Piers Single C[eanout •.'� '� +� F T, Warranty Adjust Pier i� . ......................: . HEATH G, SALMON W ..............................1W Summary of work: 135871 Install 7 Remedial Piers``" /CENSt —21268 Notes. 8 a 1111i2025 - Measurements are in inches. Location ,and number of may change based p Y g Plan View DG BY upon field conditions/obstructions and contractorHGS locating the interior grade beams. PROJECT, 'N' ',. Repairs to complywith 2021 IRC. ..EN I EE I '„ ' �17BTQtRSiireD.., ve DATE a,,W2025r T, 7 6051 ... .... ., Steel Shims Ij. Concrete Typical Steel 2 TV' Outer Cylinders S to Support Bracket tit Diameter of Concrete Cap Sections Concrete Pilings L12" length by Transition Piece 6" C 6" diameter pile fle sections Steed Pipe Sections in En CC) E 9Cn o- > 4) in LZ (n a. ... . .. ..... . ... . ....... ...... PROVUE- SiGN�'2'D Aix" 'SEA11-ED LETTER REG',iSTERED ENGHV0-=FZ Ct,N'F05111i�t'G SITE Ih!,SPECI ION' AIN'D APPROVAL 0F PIER K"IEN'. VV OL R, i< I S C 0 N4 P L E'r E ..N ....... .............- . ............ ............. . .. . . ... ............ .... otes ............... A; A' I ,'O HEATH G, SALMON .............................. 135871• % The opinions expressed in this report are based on information supplied by the owner and/or an evaluation of current conditions observed at the time of this inspection. This writer will not be responsible for (1) knowledge of subsurface conditions without extensive geotechnical data supplied by a competent soils engineer, (2) knowledge of cracks, vertical differential displacement of floors without uncovering of the floor by the owner, and (3) any other element such as joists or beams and other structural members that are not readily observable for viewing. In no event shall the liability of HGS Engineering exceed the monies paid by the customer under this agreement. Any prescribed repair plan detailed by this report is based on observations of apparent performance of the facility at the time of structural inspection. Compliance with any code or specification other than as expressly noted is specifically excluded. This site survey and resulting recommendations are based on conditions as they now exist and do not imply or warrant that other problems and/or areas may not become manifest in the future. Unless otherwise indicated, this report was prepared solely for the client involved and expressly for purposes indicated by the client. Permission for use by any other persons for any purpose, or by the client for a different purpose, is denied unless otherwise stated in writing by this letter. This writer shall have no liability for the acts or omissions by the contractor or his subcontractors performing work on this project, or the failure of the contractor to perform the work in accordance with repair documents. This writer is not responsible for the construction means, methods, techniques, sequence, or procedures or the precautions incidental there in. This writer is not responsible for the future performance of any repairs that were installed previous to or after this report by another party. It should be understood that different repair methods can result in varying It is known to knowledgeable Professional Engineers that soils in this area are conducive to movement, expansion, and/or contraction. This soil movement could possibly cause the foundation rt'-1ca'uutwt4,2tio*s. Bec to 11146 6W, i t' rilymy aGUTe llabtle 01 tile SOUS III Lite alea, 115&5 of G011111111AAf 411111f][51-lef p�t-rTOr(T)arlQe are 1111,01'rut in all remedial measures. The engineer can, however, provide recommendations for remedial measures that reduce risks. Not implementing the entire remedial plan may increase such risks. Although no warranty is expressed or implied as to the performance of this foundation, proper maintenance of consistent soil conditions along the perimeter of this structure can reduce further problems after the recommendations listed herein have been completed. The owner should be aware, however, that if water leaks occur or erosion takes place, stability of the foundation would be damaged. MRCMDE StGNED AND 3EA'1,',2,D LETTER ENGINEER C 01 "J, ' PRPON('; NSNECYIO'N APPROVAL OF PtEr, NST,6'LLATIOW VIIHE"A Sincerely, "RK Heath Salmon, P.E. HGSENGWEERING /z HEATH G. SALMON .......................... 135871