Loading...
HomeMy WebLinkAboutSFRA2025-003600City of Grapevine Building - Residential PO Box 95104 Alteration *11. Grapevine, Texas 76099 817) 410-3166 Project # 25-003600 Project Description: Installing 8 concrete pilings to stabilize the foundation. [ELECTRONIC REVIEW] Issued on: 10.!07'2025 at 9:57 AM ADDRESS INSPECTIONS 1 4309 Windswept Ln. Grapevine. TX 76051 1. Building Final LEGAL INFORMATION FIELDS Glade Crossing lii Phase "`APPLICANT NAME (Individual) Thomas Kidd I Blk 4 Lot 21 A 21 "APPLICANT PHONE NUMBER 9724841200 S220 4 APPLICANT E-MAIL '06201369' VALUATION 5950 PERMIT HOLDER ' CONSTRUCTION TYPE VB Thomas Kidd ' OCCUPANCY GROUP R-3 Structured Foundation R epairs. INC. DOCUMENTS - MISC 01 4309 Windswept GRAPEVINE ap.pdf (972) 484-1200 DOCUMENTS - MISC 02 4309 Windswept PIER DETAIL.pdf. 4309 Windswept Ln Grape report dwg.pdf COLLABORATORS • ZONING DISTRICT R-7.5 • Thomas Kidd Structured Foundation FEE TOTAL PAID DUE Repairs, INC. (972) 484-1200 Building Permit Fee. ($150.00 $ 150.00 $ 150.00 $ 150.00 Flat Fee) Simple Alteration OWNERS TOTALS $ 150.00 $ 150.00 $ 0.00 • Bradley C Sutherland 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). Page 1 2 MYGOV.US 25-003600. 10 0712025 at 9:57 AM Issued by: Courtney Cogburn October 07. 2025 Signature Date City of Grapevine Building - Residential Alteration Project # 25-003600 x*U1{ '� 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. Page 2./2 MYGOV.US 25-003600. 10 0712025 at 9:57 AM Issued by: Courtney Cogburn Z W w p= Z� < LLJ Z oz0Pw Q Z U J W CnDv7H2 0 W Z Z _ Z U U D�Nwcn ZIL �wZLLO U) 2 - j LU b < 0�0of X U a. a. a W W SO W W IX W N WOQ 0 J J Qua =O U � J (L Qa U) w m:�E -� J Q J _< c) < zw Q� a_ U) om w0 C�O a Qw Y CCM ENGINEERING PRO 2570 FM 407 STE. 209 Highland Village, TX 75077 14b 972.691.6633 TBPE FIRM #605 September 18, 2025 Structured Foundation Repair Company 13301 Trinity Blvd, Ste 133 Fort Worth, TX 76040 RE: Initial Engineering Evaluation 4309 Windswept Ln Grapevine, Texas To Structured Foundation Repair Company CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL T1MES. 09/30/2025 1:47:18 PM BY: KELLY TAFT TSBPE: 1-3971 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT-OF-WAY ALL CHANGES MUST BE APPROVED. 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 west. 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 included herein is based on the opinion of the engineer and is for informational purposes only. SUMMARY Elevations of the foundation, cosmetic damage and other factors were utilized in this evaluation. It is the opinion of the engineer that repairs as noted below would be beneficial. RECOMMENDATIONS It is recommended that the following repairs be made: 1. Install 8 piers as shown on the attached sketch. Interior piers to be installed under interior grade beams. Contractor shall locate the interior beams and contact this office if their location is different than shown. 2. Plumbing tests are recommended on the incoming potable water and waste water systems after the piers are installed. General Notes General notes are intended to assist with the implementation of any recommended repairs. If no repairs are recommended, these notes may not apply. 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. RECEIVED: 09i23i2oThe contra Aor should raise the foundation only as much as the structure will allow 25-003600 ithout cremating additional stress or cosmetic damage. 4309 WINDSWEPT LN FOUNDATION PILINGS rn0 <Z oD Co 00 U Om v -Vrn rn2 �� o �D o rn-i vp o z D� �r Or zW rn Z 0 :�E 00 n �z v•`•IZ 0 rr' > �D�n �Cv7 ITl ;0 0 Z 0CDo= Z-<-O co 0 C CZ N Z� v D September 18, 2025 Page 2 PROVIDE SIGNED AND SEALED LETTER FROM REGISTERED ENGINEER RE: Initial Engineering Evaluation CONFIRMING SITE INSPECTION AND 4309 Windswept Ln APPROVAL OF PIER INSTALLATION WHEN Grapevine, Texas WORK IS COMPLETE 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. Foundation movement can be caused by seasonal variations in the moisture content of the soil. A consistent foundation watering program should be implemented on all structures to minimize foundation movements. During dry seasons of the year, soil should be watered evenly. Water should flow away from the foundation at all times. Unrepaired foundations may continue to degrade, causing additional cosmetic and structural damage. If the subject property is attached to an adjacent unit, unrepaired foundations may impact the adjacent units. The adjacent unit should be notified prior to any construction. Pressure grouting is recommended if voids were created under the foundation. Drainage improvements. if recommended, should be installed so that 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 with generally accepted practices and procedures. Recommendations, if any, are intended to be the most cost effective and practical solution to common problems. Underpinning will not improve the performance of the foundation in non -underpinned areas. Most structures are not constructed with the ability to perform as a structurally suspended slab; therefore, installed piers will not prevent adjacent exterior or interior areas from settling. Further analysis may be performed if desired. Soil borings may e3ja uauwtwi esirea; soil THIS PAGE,Qq�Q,pQy$�6il;ICjIQRICe RELEASE CONFLICTVbTIST:Lg-&IIbffId;tRL5DC�Yp6tC exafff&b`tfonsof any exi: CITY APPROVSOOaFaa-CVaaoor(u 1clEEre AMNs seasons ar 09/10ydj�D :tjd'qqa1 inforn BY: KELLY TAFT TSBPE: 1-3971 BUILDING INSPECTION DIVISION: RELEASE DOES NOTAPPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT-OF-WAY ALL CHANGES MUST BE APPROVED. cation regarding underlying soil conditions. If further to may be obtained from a geotechnical testing facility cations of existing repairs, if any, are approximate and is office. This report does not guarantee the quality or g repairs. The behavior of the subject foundation and to the evaluation date. Other problems may become :limatic conditions change. Such problems or the ion may be reason to revise the report. RECEIVED: 09/23/2025 25-003600 4309 WINDSWEPT LN FOUNDATION PILINGS September 18, 2025 Page 3 RE: Initial Engineering Evaluation 4309 Windswept Ln Grapevine, Texas If you have questions or require additional information, please contact this office. Sincerely, Cody D. Crannell. P.E. TBPE FIRM #605 PROVIDE SIGNED AND SEALED LETTER FROM REGISTERED ENGINEER CONFIRMING SITE INSPECTION AND APPROVAL OF PIER INSTALLATION WHEN WORK IS COMPLETE ....................® r. ..... _..- -.. 9/18/2025 CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE I CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES. 09/30/2025 1:50:40 PM BY: KELLY TAFT TSBPE: 1-3971 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT-OF-WAY ALL CHANGES MUST BE APPROVED. , f-Z � J FP -0.4 0.0 I-0.1 -0.1 -0.5 -0.8 FR -0.9 -0.3 0.0 -0.7 I I � -0.5 -1.0 0. -0.5 -0.2 -0.1 -0.7 +0.2 1+0.3 -0.3 -0.8 ri V 'avers INSTALL -0.1 +0.3 8 PIERS Conc ................................. PROVIDE SIGNED AND SEALED LETTER Cody D. Cronnell FROM REGISTERED ENGINEER CONFIRMING SITE INSPECTION AND 105947 APPROVAL OF PIER INSTALLATION WHEN �.CE .. •G WORK IS COMPLETE ANAL 9/18/2025 CONTRACTOR TO VERIFY THE CCM ENGINEERING 4309 WINDSWEPT LOCATION OF ALL UNDERGROUND 2570 JUSTIN RD. STE. 209 S OVERHEAD UTILITIES. ANY HIGHLAND VILLAGE, TX 75077 LANE CONFLICTS SHOULD BE REPORTED HI HLA D VILLAGE, 33 TO OUR OFFICE. WE ARE NOT GRAPEVINE, TEXAS RESPONSIBLE FOR DAMAGE TO TBPE FIRM #605 ANY UTILITIES, PUBLIC OR PRIVATE. PROVIDE SIGNED AND SEALED LETTER FROM REGISTERED ENGINEER PILING SPECIFICATIONS CONFIRMING SITE INSPECTION AND HOLES: APPROVAL OF PIER INSTALLATION WHEN 1. Minimum depth is 2' below the bottom of the grade be�' m. 2. Minimum penetration below slab is 6" or the width of tip grade i�pa�ny y COMPLETE is greater not to exceed 21". 3. Minimum width under grade beam is 20". 4. Holes should be spaced so that undisturbed dirt between the holes is sufficient to support the structure until the repair is complete. All excess material is to be removed. PILINGS: 1. In the absence of a load bearing strata, minimum acceptable deptch below the grade beam is 10'. 2. Where load bearing strata is encountered, the minimum depth will be the depth of the load bearing strata. 3. All cylinders that crack or crush during installation will be removed and replace with new cylinders. If a cylinder cannot be removed after it cracks or crushes, the piling will be abandoned. A new piling will be driven as close to the abandoned piling as possible. CONCRETE: 1. Minimum compressive strength is 5,000 psi. CYLINDERS: 1. Maximum ratio of height to diameter is 3:1. 2. Cylinders will be flat so that cylinders stacked end to end do not rock. 3. A plane passing through end of cylinder will be at an angle of ninety degrees to line passing through long axis of cylinders plus or minus two degrees. CAPS: 1. Minimum width is 12", minimum height is 8", minimum deptch is 8". 2. Tops and bottoms will be smooth and level so that a cylinder stacked on pads will stand vertically and not rock. PENETRATION OF SLAB: 1. No penetrations will be made through post tension slabs within 6' of the nearest cable anchor. 2. The following procedure will be used when penetrating slabs: a. The boundaries of the hole will be marked. b. A 2'x2' pattern will be etched into the slab with a concrete saw to a depth of 1". c. A sledge hammer or jackhammer will be used to break out the concrete, points (not chisels) will be used on all jackhammers. CONCRETE PILING DIAGRAM W Z 11 k. SIDE VIEW of r y� PEE ........ F 5 IL ' # W to Cody D. Crannell ..................... 105947 ; CONCRETE 3 VCENS CYLINDERS 12" N - SO ... G\ LENGTH 6" AL DIAMETER 9/18/2025 DETAIL W 4309 WINDSWEPT LN M H ?' GRAPEVINE TX C C e r n , T T 0M CRANNELL, CRANNELL & MARTIN m WI C C 4 PO BOX 295429 LESMLLE, TX M 972-691-6605 Z TBPE FIRM #605 r WWW.CRANNELLENG.COM FRONT VIEW L I RECEIVED: 09/23/2025 25-003600 4309 WINDSWEPT LN FOUNDATION PILINGS CCM ENGINEERING 2570 Justin Rd., Ste. 209 HIGHLAND VILLAGE, TX 75077 972.691.6633 TBPE FIRM #605 October 8, 2025 Structured Foundation Repair Company 13301 Trinity Blvd, Ste 133 Fort Worth, TX 76040 RE: Foundation Structural Analysis — Post Repair 4309 Windswept Ln Grapevine, TX To Structured Foundation Repair Company, Per your request, our office inspected the above referenced single-family structure on October 7, 2025. The purpose of this inspection was to visually evaluate repairs completed by Structured Foundation. All recommended repairs have been satisfactorily completed per our original report dated September 18, 2025. The evaluation was based on the onsite evaluation and information provided by the contractor. These repairs will meet or exceed International Residential Code (IRC) 2021 guidelines. If you have any questions or need additional information, please call our office. Sincerely, Cody D. Crannell, P.E. TBPE FIRM #605 025 --Z; con. Col. rP -0.4 -0.1 -0A -0.7 Kit Study PE 0.9 -0.7 I I � -0.5 -1.0 0.04� -0.5 -0.7 Utility E � -0.5 -0.2 -G LR -0.7 -0.5 c +0.2 +0.3 1+0.2 -0.3 Garage +0.2 -0.1 -0.3 c n V Pavers (INSTALLED -0.1 +0.3 II 8 PIERS Conc Conc �E 0 F , r� C, ....................... Cody D. Crannell ................................ . 105947 ✓ATIONS TAKEN 9/17/2025 /pNAG l� ELEVATIONS TAKEN 1017/2025 10/8/2025 CONTRACTOR TO VERIFY THE CCM ENGINEERING 4309 WINDSWEPT LOCATION OF ALL UNDERGROUND 2570 JUSTIN RD. STE. 209 & OVERHEAD UTILITIES. ANY HIGHLAND VILLAGE, TX 75077 LANE CONFLICTS SHOULD BE REPORTED HI HLA D VILLAGE, 33 TO OUR OFFICE. WE ARE NOT GRAPEVINE, TEXAS ANY FOR DAMAGE TO 0 TBPE FIRM #605 Y UTILITIES. PUBLIC OR PRIVATE.