The URL can be used to link to this page

Home My WebLink AboutSFRA2020-2354 (2)JULt s� f}_ DATE OF ISSUANCE: 0 8 2020 L 2,020 � PERMIT #: EP 6 --a -3!�- If BUILDING RMIT APPLICATION (PLEASE PRINT LEGIBLY - COMPLETE ENTIRE FORM) JOB ADDRESS: 922 Kings Canyon Drive LOT: BLOCK: SUBDIVISION: BUILDING CONTRACTOR (company name): Structured Foundation Repairs. Inc. CURRENT MAILING ADDRESS: 13301 Trinity Blvd. #133 CITY/STATE/ZIP: Euless, TX 76040 PROPERTY OWNER: Caitlin Howard CURRENT MAILING ADDRESS: 922 Kings Canyon Dr SUITE # PH: # (972) 484-1200 Fax # (972) 484-1215 CITY/STATE/ZIP: Grapevine, TX 76051 PHONE NUMBER: (817) 909-2283 PROJECT VALUE: $ 2.830.00 FIRE SPRINKLERED? YES NO X WHAT TRADES WILL BE NEEDED? (Check ones that apply) ELECTRIC PLUMBING MECHANICAL DESCRIPTION OF WORK TO BE DONE: USE OF BUILDING OR STRUCTURE: Residence NAME OF BUSINESS: Total Square Footage under roof: 1598 Square Footage of alteration/addition: ❑ 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) ❑ I 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) ❑ 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 PROFESSIONAL/OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL AGENCY(S). / PRINT NAME: Kevin Karlin SIGNATURE / PHONE #: (972) 484-1200 EMAIL: ❑ CHECK BOX IF PREFERRED TO BE CONTACTED BY E-MAIL THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT Construction Type: VJ3 Permit Valuation: $ Setbacks Approval to Issue Occupancy Group: Fire Sprinkler: YES NO X Front: Electrical Division: Building Depth: Left: Plumbing C Zoning:—'7 S Building Width: Rear: Mechanical I Occupancy Load: Plan Review Approval: Date: Site Plan Approval: Date: Fire Department: Date: Public Works Department: Date: Health Department: Date: Approved for Permit: Date: Lot Drainage Submitted: Approved: Right: ]/,g-gyp Building Permit Fee: Plan Review Fee: Lot Drainage Fee: Sewer Availability Rate: _ Water Availability Rate: Total Fees: Total Amount Due: /.� c City of Grapevine P.O. Box 95104 Grapevine, TX 76099 (817) 410-3165 Voice (817) 410-3012 Fax BUILDING --- RESIDENTIAL ALTERATION Issue Date: July 8, 2020 PROJECT DESCRIPTION: Residential Foundation Repair PROJECT # (817) 410-3010 WWW.mygov.us Inspections Permits LOCATION LEGAL 922 Kings Canyon Dr. Park Place Blk 1 Lot 5 Grapevine, TX 76051 CONTRACTOR INFORMATION Structured Foundation Repairs, Inc. * CONSTRUCTION TYPE VB 13301 Trinity Blvd. #133 * OCCUPANCY GROUP R-3 Euless, TX 76040 * ZONING DISTRICT R-7.5 (972) 484-1200 Phone **APPLICANT NAME Kevin Karlin (972) 484-1215 Fax '*APPLICANT PHONE NUMBER 972 484-1200 County Tarrant OWNER Fire Sprinkler System? NO Caitlin Howard Square Footage 1598 922 Kings Canyon Dr VALUATION 2830 Grapevine, TX 76051 FEES TOTAL = $ 150.00 AVAILABLE INSPECTIONS ► Building Pier (required) Building Permit Fee, ($150.00 Flat Fee) Simple ► Building Final (required) re ) Alteration $ 150.00 PAYMENTS TOTAL = $ 150.00 Structured Foundation Repairs, Inc. (Thomas Kidd) Other on 0710812020 ($150.00) Note: CC2789 NOTICES 1) ALL work must be done in compliance with the 2006 INTERNATIONAL BUILDING CODE. 2) A copy of the signed permit and approved plans must be on site at all times. 3) The project address must be clearly posted at the job site. 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). MYGOV.US City of Grapevine I BUILDING -- RESIDENTIAL ALTERATION i SFRA-20-2354 I Printed 07/08/20 at 3:49 p.m. Page 1 of 3 ALL CHANGES REQUIRE CROSSTOWN Date: July 1, 2020 APPROVAL Adam A. ' j, V [ SEDNPLAN S Tampa: (813) 702 -3398 1 Dallas/Ft Worth (469) 751-7694 BE KEPT ON JOBSITE ATALL TIMES CONTRACTOR SHALL CALL FOR Attention: Structured Foundation Repairs, Inc. (via e-mail) INSPECTIONS: (817) 410-3010 Subject: Structural Foundation Initial Inspection Report ******************************* 922 Kings Canyon Dr, Grapevine, TX CONTRACTOR REGISTRATION WILL BE REVOKED UPON PERMIT EXPIRATION. To Whom It May Concern: Crosstown Engineering (CE) was retained to conduct a review of the provided pier plan prepared by Struc- tured Foundation Repairs, Inc. (SFR) to determine if it is a reasonable limited plan of repair. CE visited the subject site to interview the property owner, observe the structure and terrain, and to verify the floor elevation data. We observed soft sill plate that indicated settlement was occurring on the front and right sides of the struc- ture. These observations are confirmed by floor elevation data. SFR has proposed to perform the following in the approximate locations of the structure as indicated on the limited repair plan to support the foundation: • Install 10 LF of sill plate.-!.`rA0'J!0 F_ 616A/E+0 A-00 SEAW 1-f-T7`E2 FigoA • Install 5 masonry vents. r'S&1SsLV'&4W 1W614l"r. C"FJA•KIV6 S1'TF- lM.SP& r1o.J AND ApeR0V,4LWd6V &49k C. iS c0o%P4X7L= . Based on our observations, it is our opinion that the proposed plan of repair is reasonable. Because the structure has endured pre -repair foundation differential movement, residual differential elevation and per- ceptible floor slope may remain following the limited foundation repairs. This limited repair plan is in- tended to provide a reasonable repair to improve the performance of the foundation and is not intended to level the foundation. The contractor shall determine the amount of elevation correction needed based on the reaction of the structure during the lift in order to minimize damages and additional stress. Please see the Disclosure & Disclaimer, pier detail (if provided), and lineffyed�r(g�"og infor- mation and do not hesitate to call us if you have any questions. RA FOR CONSTRUCTION Sincerely, SHEET: 1 OF: RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT ITH THE Q CODE OR ZONING ORDINANCE. Crosstown Land Development Services )�P.:.........xs , Texas Engineering Firm (F-15944) S TO BE KEPT ON TH - ..&TE: ALL TIMES Adam Green, P.E. Professional Engineer (TX #116597) 1a 7/1/20 I '' •`�CENS�: 5r DATE: _ s�= BY: f� BUI DI G INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT-OF-WAY. ALL CHANGES MUST BE APPROVED Foundation Report 0FFACE CC)1 Y Page 1 of 3 'ram Adam A. Green, P.E. (FL & TX), MBA r10n C C TnW M Tampa: (813) 702 -3398 1 Dallas/Ft. Worth (469) 751-7694 r - � r � � ' � _ - - - mvw. & DISCLAIMER It is known to knowledgeable professional engineers that the soils in this area are subject to movement due to expan- sion, contraction or densification of the soils etc. This soil movement could possibly cause the foundation to move after the remediation plan within the attached report has been implemented and may impact the stability of the foun- dation and cause damage. NO WARRANTY IS EXPRESSED OR IMPLIED BY THIS ENGINEER AS TO THE PERFORMANCE OF THIS FOUNDATION OR THE REPAIRS THERETO. Diligent foundation maintenance to maintain consistent soil condi- tions along the perimeter should reduce further problems after the recommendations within this report have been implemented. However, seasonal moisture variations, water leaks, erosion and other factors may affect the stability of the foundation and put it in danger of further damage. REPORT LIMITATIONS This report is written for informational purposes only and is not intended to be a detailed technical evaluation of the property or an inventory of defects. The opinions expressed in this report are based on a visual evaluation of current conditions observed at the time of the inspection. THERE IS NO WARRANTY, EXPRESSED OR IMPLIED, CON- CERNING THIS ENGINEERING REPORT. The information in this report supersedes any verbal comments, expressed or implied, made by Crosstown Land De- velopment Services or its principals, agents or employees. The client agrees that neither CLDS nor its employees or owners will be responsible for: 1. Knowledge of the subsurface conditions without extensive geotechnical data obtained from onsite drilling and testing of the recovered samples, 2. Knowledge of cracks, vertical differential displacement of floors without uncovering of the floor by the client; and 3. Any other element such as joists or beams and other structural members that is boxed or otherwise not readily available to CE for viewing, and releases CE from any liability attributable to such knowledge or conditions. Any prescribed repair or maintenance plan detailed by this report is based on observations of apparent performance of the'facility at the time of this structural survey. Compliance with any code or specification other than as expressly noted is specifically excluded. The provided Floor Elevation Map and resulting recommendations are based on conditions as they now exist and DOES NOT IMPLY OR WARRANT THAT OTHER PROBLEMS AND OR AREAS MAY NOT MANIFEST IN THE FUTURE. This report was prepared expressly for the client and expressly for the purposetl(rmission for use by any other person for any purpose, or by the client for diff pp��u� v�g,st writing by CE. -CA ONS f Kl1ION CE SHALL HAVE NO LIABILITY FOR ACTS OR OMISSIO**f-TI'B CO NTR A CIOR 6ftIISS TRACTORS PERFORMING WORK ON THIS PROJECT, OR IN FORM THE WORK IN ACCORDANCE WITH THE RE!O)WlICXX/rLPRTMfttQ IQM FtZj 1M$ RDINANCE. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCE OR PROCEDURES OR THE PRECAU- TIONS INCIDENTAL THERETO. CITY APPROVED PLANS TO BE KEPT ON CE expressly DISCLAIMS ANY WARRANTY OF FITNESS FOR A THE O SITE ATT�`` A 'j JM S TYA�IT'T7/rI1T 'frf]T1T TrT}f/'. [,L V111.1iL 4A- pressly disclaims that it has contracted for or received any warranty of fitness for a particular pu e with respect to this report. THE REPORT UNDER THIS AGREEMENT IS T ON QFi GFA 4 ND TUF p� .�*.T^��.��.0 R.ANTIES THAT EXTEND BEYOND THE DESCRIPTION ON THE FA(�@i P4gW#4 iWL VISION: Foundation Report'RELEASE DOES NOT APPLY TO CONSTRUCTION IN rn�OrKIrNTG OR P B 1G RIGwT-_PlC %NAY. Page 2of3 ALL CHANGES MUST BE APPROVED CONSTRUCTION NOTE: IF INTERIOR PILING LOCATIONS ARE SHOWN ON THIS MAP THEY ARE APPROXIMATED AND ARE LOCATED WITHOUT KNOWLEDGE OF THE LOCATIONS OF THE INTERIOR GRADE BEAMS. THE CONTRACTOR SHALL MAKE FIELD JUDGEMENTS BASED OFF OF THEIR GRADE BEAM INVESTIGATIONS AND OBSERVED SLAB QUALITIES TO FIELD LOCATE THE FINAL INTERIOR PIER LOCATIONS. FINAL SCOPE CHANGES SHALL BE APPROVED BY THE ENGINEER OF RECORD. PLEASE NOTE: THIS DRAWING IS PROVIDED FOR PRELIMINARY PERMITTING AND CONSTRUCTION PURPOSES ONLY. IF EXISTING PILINGS ARE SHOWN ON THIS MAP, THEIR LOCATION WAS PROVIDED BY THE CLIENTAND IS APPROXIMATE. CE DOES NOT CERTIFY THEIR PERFORMANCE OR EXISTENCE. IF THE READER WOULD LIKE TO DETERMINE IF THEY ARE ACTUALLY PRESENT, THEY MUST CONTACT THE OWNER OR CONTRACTOR TO OBTAIN AN ENGINEERING CERTIFICATE FOR THEM. AV -0.1 AV T-0.1 _- INSTALL VENT (TYP.) AV AV _""'t_ 0.2 0.1 0.0 1 FP -0.1 1 0.3 EV -0.3 I 0.5 0.0 0.0 0.2 0.3 0.2 A 0.3 0.5 -0.1 0.0 EV 0.1 LXISTIING VENT (TYP.) -0l4 0.0 EV 0.2 3 -0.2 -0.1-0.3 -0.2 �I I EV -0.5 U 0.2 -0.2 -0.3 -0.1 -0.1 -0.1 -0.1 GARAGE NON - MONOLITHIC -0.2 SILL PLATE-] AV EV -0.2 -0.1 FRONT -0.5 • INSTALL 10 LF OF SILL PLATE. • INSTALL 5 MASONRY VENTS. LIMITED REPAIR PLAN *NOT TO SCALE - ALL LOCATIONS APPRO PRE -LIFT ELEVATIONS BY CE (7.1.20) 0.0 POST -LIFT ELEVATIONS BY dEEASF-D FQ R N 7IRu) ......_...._............_. LEGEND SHEET: �._...._ ;;A A.GREEN ,t A ELEVATION BASEPOINT PROPOSED PAD/BLOCK X E I PROPOSED BEAM �.I EXISTING PAD/BLOCK Z ES NOT AUTHg_tl7c AN,VORlfli ;�: 01k1f1 4 6Wl I N G CO E 37 N fi -EXISTING BEAM PROPOSED PIER 19 EXISTING BREAKOUT CITY APPROVED PLANS TO BE KEPT ON 4,00 CHU%. STAUAUNlkdwtwivkt //VC; CROSSTOWN TBPE FIF�11A 5944 - L1H) ��bpjft PA ENGINEERING I FOUNDATION REPAIR l F�ELEASE uvea ivy 1 ►ii PLY T %3 Cvi,,,3TFiU ai IGI4 1N 922 KINGS CANYON DF�LPl�,�` IN! -`'PROVED CROSSTOWN Date: August 19, 2020 Adair A. Green, P.E. (FL & TX), MBA Tampa: (813) 702 -3398 1 Dallas/Ft. Vlorth (469) 751-7694 Attention: Structured Foundation Repairs, Inc. (SFR) (via e-mail) Subject: Final Report & Inspection 922 Kings Canyon Dr, Grapevine, TX Dear Structured Foundation Repairs, Inc. and Property Owner: Structured Foundation Repairs, Inc. (the contractor) retained Crosstown Engineering (CE) to visually in- spect foundation repairs completed by Structured Foundation Repairs, Inc. Crosstown Engineering visited the property, conducted a visual inspection, and determined that all work, including any approved changes, has been completed per our original report dated 7.1.20. Based on information provided by Structured Foundation Repairs, Inc. and visual observations, it appears that the following was performed: • Installed 10 LF of sill plate. Installed 5 masonry vents. Installed 12 LF of beam. Installed 16 LF of joist. Changes to the repair plan include: 12 LF of beam and 16 LF of joist were added to installation. The eleva- tion data obtained during the inspection indicates the foundation is supported by pilings to prevent further downward movement and may have been lifted. In some cases, the pilings are meant to support the foun- dation and minimal to zero lift was intentional. We recommend post -lift plumbing tests be performed on the sewer and potable plumbing lines and that any leaks be immediately repaired. This limited repair plan is intended to provide reasonable repair to improve the performance of the foundation and is not intended to level the foundation. The contractor determined the amount of elevation correction needed based on the reaction of the structure during the lift in order to minimize damages and additional stress. If you have any questions or need additional information, please call our office. Sincerely, Crosstown Land Development Services Texas Engineering Firm (F-15944) Adam Green, P.E., MBA Professional Engineer (TX #116597) gppNlA. GREEN s, o' 116597 8/19/20°hy�s oNNL EsG`?'I Foundation Report Page 1 of 3 CROS OWN DISCLOSURE & DISCLAIMER Adam A. Green, P.L. (FL & TX), MBA Tampa: (813) 702 -3398 1 Dallas/Ft. North (469) 761-7694 is known to knowledgeable professional engineers that the soils in this area are subject to movement due to expan- sion, contraction or densification of the soils etc. This soil movement could possibly cause the foundation to move after the remediation plan within the attached report has been implemented and may impact the stability of the foun- dation and cause damage. NO WARRANTY IS EXPRESSED OR IMPLIED BY THIS ENGINEER AS TO THE PERFORMANCE OF THIS FOUNDATION OR THE REPAIRS THERETO. Diligent foundation maintenance to maintain consistent soil condi- tions along the perimeter should reduce further problems after the recommendations within this report have been implemented. However, seasonal moisture variations, water leaks, erosion and other factors may affect the stability of the foundation and put it in danger of further damage. REPORT LIMITATIONS This report is written for informational purposes only and is not intended to be a detailed technical evaluation of the property or an inventory of defects. The opinions expressed in this report are based on a visual evaluation of current conditions observed at the time of the inspection. THERE IS NO WARRANTY, EXPRESSED OR IMPLIED, CON- CERNING THIS ENGINEERING REPORT. The information in this report supersedes any verbal comments, expressed or implied, made by Crosstown Land De- velopment Services or its principals, agents or employees. The client agrees that neither CLDS nor its employees or owners will be responsible for: 1. Knowledge of the subsurface conditions without extensive geotechnical data obtained from onsite drilling and testing of the recovered samples, 2. Knowledge of cracks, vertical differential displacement of floors without uncovering of the floor by the client; and 3. Any other element such as joists or beams and other structural members that is boxed or otherwise not readily available to CE for viewing, and releases CE from any liability attributable to such knowledge or conditions. Any prescribed repair or maintenance plan detailed by this report is based on observations of apparent performance of the facility at the time of this structural survey. Compliance with any code or specification other than as expressly noted is specifically excluded. The provided Floor Elevation Map and resulting recommendations are based on conditions as they now exist and DOES NOT IMPLY OR WARRANT THAT OTHER PROBLEMS AND OR AREAS MAY NOT MANIFEST IN THE FUTURE. This report was prepared expressly for the client and expressly for the purposes indicated by the client. Permission for use by any other person for any purpose, or by the client for different purpose is denied unless otherwise stated in writing by CE. CE SHALL HAVE NO LIABILITY FOR ACTS OR OMISSIONS BY THE CONTRACTOR OR HIS SUBCON- TRACTORS PERFORMING WORK ON THIS PROJECT, OR THE FAILURE OF THE CONTRACTOR TO PER- FORM THE WORK IN ACCORDANCE WITH THE REPAIR PLAN. CE IS NOT RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCE OR PROCEDURES OR THE PRECAU- TIONS INCIDENTAL THERETO. CE expressly DISCLAIMS ANY WARRANTY OF FITNESS FOR A PARTICULAR PURPOSE and the client ex- pressly disclaims that it has contracted for or received any warranty of fitness for a particular purpose with respect to this report. THE REPORT UNDER THIS AGREEMENT IS THE OPINION OF CE AND THERE ARE NO WAR- RANTIES THAT EXTEND BEYOND THE DESCRIPTION ON THE FACE OF THIS AGREEMENT. Foundation Report Page 2 of 3 CONSTRUCTION NOTE: IF INTERIOR PILING LOCATIONS ARE SHOWN ON THIS MAP THEY ARE APPROXIMATED AND ARE LOCATED WITHOUT KNOWLEDGE OF THE LOCATIONS OF THE INTERIOR GRADE BEAMS. THE CONTRACTOR SHALL MAKE FIELD JUDGEMENTS BASED OFF OF THEIR GRADE BEAM INVESTIGATIONS AND OBSERVED SLAB QUALITIES TO FIELD LOCATE THE FINAL INTERIOR PIER LOCATIONS. FINAL SCOPE CHANGES SHALL BE APPROVED BY THE ENGINEER OF RECORD. PLEASE NOTE: THIS DRAWING IS PROVIDED FOR PRELIMINARY PERMITTING AND CONSTRUCTION PURPOSES ONLY. IF EXISTING PILINGS ARE SHOWN ON THIS MAP, THEIR LOCATION WAS PROVIDED BY THE CLIENT AND IS APPROXIMATE. CE DOES NOT CERTIFY THEIR PERFORMANCE OR EXISTENCE. IF THE READER WOULD LIKE TO DETERMINE IF THEY ARE ACTUALLY PRESENT, THEY MUST CONTACT THE OWNER OR CONTRACTOR TO OBTAIN AN ENGINEERING CERTIFICATE FOR THEM. �NSTALLED VENT (TYP.) AV AV AV 0.2 -0.1 (0.2) a (0.0) AV 0.1 (-0.2) (-0.1) (0.3) -0.1 0.3 EV -0.3 If (-0.2) 0.1 0.0FP . (0.0) (0.1) (0.0) (0.0) 0.5 (0.5) (-0.2) (0.0) -0.2 1 0.2 -0.5 (0.0) I k-0.3) 0.2 0.3)! •. (0.0) ! k0.0) -0.1 1 1-0. A GARAGE NON- l MONOLITHIC ---------------- SILL PLATE AV (-0.2) (0.0) (TYP.)- -0.2 -0.1 FRONT • INSTALLED 10 LF OF SILL PLATE. • INSTALLED 5 MASONRY VENTS. • INSTALLED 12 LF OF BEAM. • INSTALLED 16 LF OF JOIST. LIMITED REPAIR PLAN PRE -LIFT ELEVATIONS BY CE (7.1.20) ■ ELEVATION BASEPOINT INSTALLED BEAM EXISTING BEAM (0.4) 0.5 (0.0) (0.1) 0.0 0.2 ��3 (00) 0.2 A 0.3 (0.3) -0.1 -0.1 0.0 EV 0.1 LXISTIING VENT (TYP.) (-0.3) (0.0)(0.0) -0.4 0.0 EV 0.2 0.0)(0.01 -0.1-0.3 -0.2 EV (0.0) -0.2 j -0.3 (0.0) i (N/A� (0.2) ' JOIST (TYP.) (-0.1) (-0.3) -0.2 -0.5 EV *NOT TO SCALE - ALL LOCATIONS APPROXIMATE* 0.0 POST -LIFT ELEVATIONS BYCE (7.15.20) (X.X) LEGEND INSTALLED PAD/BLOCK X EXISTING PIER EXISTING PAD/BLOCK INSTALLED BREAKOUT INSTALLED PIER EXISTING BREAKOUT 8.19.E �� CROSSTOWN ENGINEERING CROSSTOWN TBPE FIRM F-15944 - (469)-751-7694 - DALLAS METROPLEX ENGINEERING FOUNDATION REPAIR 922 KINGS CANYON DR, GRAPEVINE, TX 11