The URL can be used to link to this page

Home My WebLink AboutFENCE2007-2174DATE OF ISSUANc�UL 16 240 l / -� PERMIT BUILDING PERMIT APLIAION PLEASE PRINT JOB ADDRESS: 3 �� / SUITE # LOT: BLOCK: SUBDIVISION: BUILDING CONTRACTOR (company name): ��.r� ,�ii�✓ —y��;� CURRENT MAILING ADDRESS:�lz CITY /STATE /ZIP: �� i� i %ice %� PH: # Fax #j% PROPERTY OWNER:�1� /r� CURRENT MAILING ADDRESS: /D t�G ✓arm �`/`�� r /�i' CITY /STATE /ZIP: PHONE NUMBER: � ^ �� _ %GQG�0 PROJECT VALUE: s �� % FIRE SPR/INKLERE,D ?? YES NO DESCRIPTION OF WORK OT BE DONE: /"� _ 1 /jx 1V,,7 USE OF BUILDING OR STRUCTURE: NAME OF BUSINESS: 1/ 1-11- -- h!/ - T Total Square Footage under roof: 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) * *FOR DEMOLITIONS, ADDITIONS AND OR ALTERATION TO COMMERCIAL AND PUBLIC BUILDINGS* ❑ 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. 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 AGEN Y(S). PRINT NAME: SIGNATURE: ' PHONE #: 61 FAX #: THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT Construction Type: V0 Permit Valuation: $ p S'/ Setbacks Approval to Issue Occupancy Group: Front: Electrical Division: Building Width: Left: Plumbing Zoning: Building Dep Right: Mechani Rear: Plan Review Approval: gW. Water Availability Rate: Site Plan Approval: Date: Sewer Availability Rate: , Fire Department: Date: Building Permit Fee: Public Works Department: Date: Plan Review Fee: Health Department: Date: Lot Drainage Fee: Approved for Permit: Date: Q Total Fees: Lot Drainage Submitted: Approved: Total Amount Due: P.O. BOX 95104, GRAPEVINE, TX 76099 (817) 410 -3165 O:Forms \BUILDING. APP -- 112/02- -Rev. 11/19/04,5/23/06,2 /16/07 CITY OF GRAPEVINE 200 5 MAIN ST. GRAPEVINE, TX 760Sl �** pERMIT m* * PERMIT NUMBER c p07-0002174 TYP2I RESIDENTIAL ADO/ALT APPLICATION DATE : 07/12/2007 APPROVAL DATE s 07/l3/.2007 PERMIT/ISSUE DATE: 07/16/2007 EXPIRATION DATE : 01/0S/2008 THIS IS CERTIFY THAT: PEAMA—PIER FOUNDATION REPAIR HAS PERMISSION TO BUILD/INSTALL: BUILDING RETAINING WALL ON RIGHT SIDE OF PROPERTY / 4 FEET TALL FOR., PERMA—PIER FOUNDATION REPAIR 2912 RAROE LANE, DALLAS, TX 7S212 LOCATED ON THE FOLLOWING DESCRIBED 3ITE: PROPERTY ID NUMBER: 48028 3 24 YORKSHIRE MEADOWS BLK 3 LOT 24 ZONE: BLDG CODE: STREET AUDFfE89z 390 MEADOW DR TOTAL COST : 10,475 SQ. FOOTAGE: O LIVING 0 OTHER TOTAL VALUE: 10°475 0 TOTAL REQUIRED SETBACKS SIGNED BY � LEFT /}" O RIGHT. o " 0 FRONT: 0" 0 BACK : o" o DATE SIGNED. --------------r---------- -------------------------------~-------------------------------~`--------------- FEES: TYPE AMOUNT TYPE AMOUNT BUILDING PERMIT FEE 174�75 TOTAL FEE: --. ....... .--- $174.75 FOUNDATION ASSESSMENT INC. Doing Business as ENGINEERING DESIGN & ASSESSMENT MEMBER OF BETTER BUSINESS B UREA U ORQ SHALL fftATE OF INSPECTION ONS. __I- XTAINING WAIL REPAIR Jul„ 10, 2007 3E REVOKED UPON 3916 Meadow Driv m. WT I RATIO o Grapevine, Texas 760 At the- reques`f of Perma -Pier Foundation Repair Company, We performed an assessment of the 3916 Meadow Drive, Grapevine, Texas 76051, on July 9, 2007. The scope of the assessment includes, the site inspection and verification of the plan of repair and procedure to be employed to correct the condition noted on the survey. A final assessment of the result of repair will be performed so that the work can be certified. The structure is a single- family one -story dwelling with a brick veneer supported by a reinforced concrete slab on grade foundation. For purposes of this report, the structure is deemed to face south. A plan of repair has been prepared and recommended retaining walls be placed as shown on the attached drawings 70709 -0 -IA in order to made the home's foundation structurally stable. The retaining wall specifications 70709 -09 -2 are also enclosed for the project. This report is a presentation of professional opinion and is prepared solely to determine the structural integrity of the structure. The inspection was made by visual observation only and information available at the time of the investigation. Except as expressly noted, compliance with Building Codes and other specifications are specifically excluded from the site investigation. No responsibility is assumed for the events that occur after the inspection and submission of this report and no warranty, either expressed or implied, is made. r Certified on July 10, 2007 Registered Professional Engineer C1 ®F CRAPIEVINg .._.� F . Y ti `P",s jl SHEET _ 1 AS !:OES NOT AUT�60R! � -- W"rl -' `,'zy OUILDING �:�?!'?F; E ANY WORD.. IN CONFLICT sib E KEPT ON ORDINANCE TIMES- -3 r d Y f ION IN ALL CHANGES evios" LL APPROVED.WAY, P. O. Box 3222. Cedar Hill. Texas 75106. Telephone: 214 - 704 -6699 Geogrid Length PWall Height 'H' i Length Less than 4' ------ - - - - -- -- 4' To 6° 4' ----- - - - - -- - -- -- 5' i 24" �- CAP UNIT ADHERE TO TOP UNJT' W /VERSA -LDK CONCRETE ADHESIVE RF C 'Olt, s. «CONFLICT RELEASE 1)0r!', _ ' f01NANCE WITH TH " N T S RL . ; -WAIF ED. I JRPERVID03 FILL ]Z DEEP RAJNAGE AGGREGATE GEOSYNTHETJC REINFORCEMENT SEE PROFILE DRr1WINLs FOR LENGTH TYPE, AND 5PFlGJNG (Grid Length 4' or 5') VERSA -LOK IHIFK FACING UNJTS �, = r RETAINED BACKFILL y APPROX: EXCAVATJON LINE 4" PVC Drainage discharger -- — REINFDR= BAClq7ILL CDMPRDTED 95! OF MAXIMUM STANDARD PROCTOR DENSITY OUTLET La END OF WALL OR a 49' CENTERS MAX, _ I SLOPE TO DRAIN Ol8%FLJ I W/FILTER FABRIC I— — JKPERVTDUS FILL r r`- GRANULAR LEVELIIVG PAD 6" THJCK MIN. TYPICAL SECTION - REINFORCED RETAINING WALL MODULAR CONCRET-E UNIT SCALE: NONE ENGINEERING DESIGN &ASSESSMENT * _ * P. O. Box 3222; Cedar Hill, Texas 75106; Telephone: 214- 704 -6699 FOUNDATION CONTRACTOR ..........:........................... ....................::......... SHOULD COORDINATEVNTH SURAJ K. CHOUDHURY ENGINEER:S.KCHOUDHURY RETAINING WALL PLAN ENGINEERS FOR INSPECTION O °° °° C/S ° °R INSPECTION DATE: 0Z -09-07 Prepared For OF WORK AND SATISFACTORY � A 5 2 83 7 O �� I COMPLETION OF REPAIR DRAWNC DATE: 07 -09-07 Perma -Pier Foundation Repair WORK ".....•• �I�d Single Story Slab On Grade Structure CERTIFICATION S� �N 3916 Meadow Drive REVISION DATE: Gra evine Texas 76051 __ F141 E REVISION N0. CALEAS SHOVVN SHEr r 1 OF 1 Dwc No. 70709-09-2 Retaining Wall Drawing Spec. please see 70709 -09 -2 OER 8/OR CONTRACTOR ULDCCX�RDINATEWiTH NEERS FOR INSPECTION ORKAND SAT ISFACTORY, ,COMPLETION OF REPAIR of a EA ST _ pf OR a c., PU LL /; t18�� `yG�AvG. ;�tUa ALL OF .........: ........................... ....................::......... SURAJ K. CHOUDHURY ......_ .......................... ..................... ........... ENGINEERING DESIGN &A& ` 52837 � P. O. Box 3222; Cedar Hill, Texas 75106; Telephi C1 S �Q ENGINEER: S.K. CHOUDHURY RETAINING WAL .t\ INSPECTION DATE: 07-09 -07 Prepare DRAWINGDATE 0709 -07 Perma -Pier Founl ! Single Story Slab On I CERTIFICATION DATE: C 3916 Meadow Drive REVISION DATE: Cifa -@Vine Texas 76C FA L F � January 8, 2013 Engineering Design & Assessment P.O. Box 3222 Cedar Hill, TX 75106 RE: Expired permit 07 -2174, 3916 Meadow Drive Dear Sir: Our records indicate that Perma Pier Foundation Repair was issued a foundation repair for the above mentioned address. The paperwork submitted for review indicated that your company was the engineer for the foundation repair. We are looking for a final engineer report for the completed work at this address. We have tried contacting the company Perma Pier with no success. In the document your company provided for review it stated, "A final assessment of the result of repair will be performed so that the work can be certified." We would like to obtain a copy of the final report so we can close out this permit. Your help in this matter would greatly be appreciated. Enclosed is a copy of the permit issued to Perma Pier Foundation Repair which has expired. Thank you, Connie Cook Development Services Assistant Development Services Department The City of Grapevine * P.O. Box 95104 * Grapevine, Texas 76099 * (817) 410 -3165 Fax (817) 410 -3012 * www.grapevinetexas.gov 01115/2013 13:37 9722933333 S K C PAGE 02 FOUNDATION ASSESSMENT INC. Doing Business m ENGINEERING DESIGN & ASSESSMENT MEMBER of BETTER RlI.SINESS BUREAU July 27, 2007. Perma -Pier Foundation Repair Company Dallas, Texas Fax: 214 -637 -0440 Attention_ Mr, Shawn Lawson Re: Final foundation inspection for 3916 Meadow Drive, Grapevine, Texas 76051 To whom it may concern, The residence located at 3916 Meadow Drive, Grapevine, Texas 76051 is a one -story slab on grade structure that has experienced some foundation movements. we inspected the structure on July 9, 2007 and prepared the repair plan drawing 70709 -09. Perma -Pier Foundation Repair company has installed the piers to support the foundation as shown in the drawing. The piers are properly placed and seated and the jacking has been properly completed per the plans. The structure has been raised into more level position and is now supported on the single shafted concrete press pilings and steel shims. The complete leveling of the affected areas should not be expected. Foundations are often built out of level. Soils in this area are conducive to movement, expansion &/or contraction. The soil movement could possibly cause the foundation to move, even after repair. Some slopes remained after the repairs. This foundation repair is effective for the existing floor plan layouts only. This repair work may not support any alteration of the floor plan and re- assessment is suggested prior to a floor plan alteration. Plumbing leak test for all utility lines should be performed annually and any detected leak should be repaired immediately. Drainage around the perimeter of the home & around the retaining wall should be maintained, so that water flows away from the structure to a positive drainage flow. I hereby certify that the conclusions contained in this report have been, to the best of my knowledge, correctly and completely stated without bias, and are based upon any observations and experience. No responsibility is assumed for the events that occur after the inspection and submission of this report and we cannot guarantee your satisfaction with future foundation performance to any portion of this structure. This certification is void if the floor plan is altered. Limit of liability shall be the fee paid for this report. Please feel free to contact me if you have any questions or need further assistance. Yours truly, {fyf/'�f ff �f f JfJf(/ �4r' Lam. �4 f S. K. Choudhury, P.E. State of Texas 7i , X283 7 -�� P. 0. Box 3222. Cedar Hill. Texas 75106. Telephone: 214 -701 -6699