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HomeMy WebLinkAboutSFRA2020-45210 C 212020 . t Is, �y� , u-.-a t s'' Al == irj U � JOB ADDRESS: � rl g LOT: 10 DATE OF ISSUANCE: PERMIT #: BUII PERMIT APPLICATION (PL A NTLEGIRLY- CONIPLETE ENTIRE FORNI) i, � ,Vol' i- �M �sUITE # BLOCK: I SUBDIVISION: BUILDING CONTRACTOR (company name): U I'i CURRENT MAILING ADDRESS: , c l -Pl CITY/STATE/ZHi:4�OL'K\NoA � 0 � � PH: # �� � i j J V Fax # PROPERTY OWNER: Ll f"C�( IYIGC i l CURRENT MAILING ADDRESS: ?) I t -�l CITY/STATE/ZIP: �} I Z yi�V i 1Y\SL �(L U� PHONE NUMBER: PROJECT VALUE: $ f � 47 FIRE SPRINKLERED? YES NO ✓ WHAT TRADES WILL BE NEEDED? (Check ones that apply) ELECTRIC_ PLUMBING _ MECHANICAL DESCRIPTION OF WORK TO BE DONEJ (-\<') pH i (0 USE OF BUILDING OR STRUCTURE:--l1r`�I ck. (1L1 l NAME OF BUSINESS: c. Total Square Footage under roof. _t Square Footage of alteration/addition: ,t)rj c ❑ 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: iNot required for I & I 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: G —1 nE F'+t v' C1� CHECK BOX IF PREFERRED TO BE CON ACTED BYE MAIL THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT j Construction Type: j Permit aluation: $ Setbacks Approval to Issue j j Occupancy Group: Fire Sprinkler: YES — _ NO _ j Front: Electrical j j Division: Building Depth: j Left: Plumbing j j Zoning: j Building Width: j Rear: Mechanical Occupancy Load: (�'���Date: Right:Plan Review Approval. / ,� 20 Budding Permit Fee:Site Plan Approval. / : Plan Review Fee: j Fire Department: Date: j Lot Drainage Fee: j Public Works Department: Date: Sewer Availability Rate: Health Department: Date: j Water Availability Rate: j Approved for Permit: Date: j Total Fees: l^\! Lot Drainage Submitted: Approved: j Total Amount Due: /j,CJfJ� ALL CHANGES REQUIRE APPROVAL OF REVISED PLANS d m' 1, 1. n 1 � IA1 ills ; CROSSTOWN 1 7y!Y rn ^*,� ��et I BE �r r n �ILui��.e i�i l: , ) i r I(PTON �!C?B1SI iE ATALL TIMES Date: July 22, 2020 CONTRACTOR SHALL CALL FOR Attention: Linda Bowman ( INSPECTIONS: Subject: Standard Initial Foundation Repair Evaluation (317) 410-3010 Slab Foundation CONTRACTOR REGISTRATION 3417 Red Bird Ln, Grapevine, TX WILL BE REVOKED UPON PERMIT EXPIRATION. Crosstown Engineering (CE) was retained to inspect the subject foundation and to provide an opinion regarding the performance of the foundation. This report provides our reasonable professional opinion of the condition of the foundation on the date of our inspection and does not take into consideration any changes in the condition of the foundation or soils after that date. The contents of this report supersede any verbal comments made regarding the structure before, during or after the inspection and this report was prepared for exclusive use of the person or persons this report was prepared for and we do not have any obligation or contractual relationship to any other party other than the patty this report was prepared for. Observations for compliance with any code or specification other than those explicitly stated are not included. Scope of Work: The subject foundation was visually inspected and a floor elevations survey was performed in areas that were accessible at the time of the inspection. The opinions provided within this report are based on the experience and judgment of the inspector and the information provided at the time of the inspection. This report also gives engineering advice with regard to the best and most economical repair method assuming normally expected subsurface conditions and conventional construction methods. It is known to all educated engineers with knowledge of the active soil supporting the structure that a full repair plan would include the underpinning of the entire structure and is not economically feasible due to the cost vs. benefit and the risk of resulting damages. Scope of Work Limitations: This report is for informational purposes only and is not intended to provide a detailed inventory of defects or a technical evaluation of the structure, drainage system or the overall property. T2fT1Ys0ftiQftAP00 rrmbing tests or procedures, verification of previous foundation repairs, framcRELp�tSe9eF"� pgtC � fr retaining walls, genera] site drainage away from the structure, material arid --soil samples es n u �r;catmnrof concrete reinforcement or knowledge of the location of interior Lbpms, boxed s�ructuralCpprbers Kt in plain sight or previous repair work. RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONIN� �RDI1 iANCE. The client or individual ordering this report agree that Crosstown Engineering is not responsible for know e ge o the subsurface conditions without extensive geotechnical inve6F;a1rq\i u � �trfV� EDtt f ib 7- rr r8E-FFXP-ph c.ON The future performance of this foundation cannot be predicted due tOT-4faAP-trUttTt�_cb .t-W1vP�hisActor. Thr iIle'ili tajPG;@dthe future pATEance o uie oundRaY n an r ader is enq9`�tfr0ffR49l'9 'red SUIILc ING I SPECTION DIVISION: Engineer confirming site RELEASE DOES NOT APPLY TO CONSTRUCTION IN Inspection and approval of EASEMENTS OR PUBLIC RIGHT-OF-WAY. ALL CHANGES MUST BE APPROVED pier Installation when 0 1 ����� �®�� work is complete. 2 0 - yS2I 3�{ l 7 R Ev & ow 4"U, �nuva 4 rra/ rt�Ef�4rK . CROSSTOWN Document Review.- WmIl A. 0tcn. P.I.I. (1-1.& I.A). NIB A I.m1 (61;l� 02-J;;•Ri 1 1 ):dl,n 1 V, ,,th (iO)J I ;[_i('II Documents were provided for review. Documents that provide original structural design drawings, design conditions, or "as -built" drawings or slab elevations at the time of construction were not available at the time of the inspection. Therefore, knowledge of interior grade beam locations or other foundation information is unknown. If existing piers are shown in the limited repair plan, their locations were provided by the client and are approximated. We do not certify their performance or existence. If the reader would like to determine if they are present, they must contact the owner or contractor to obtain an engineering certificate for them. General Observations: For the purposes of this report directions will be described using the terms left, right, front, and back with the front referring to the side of the structure indicated on the limited repair plan. The structure is one story tall with a slab -on -grade foundation. The primary structural system of the structure is a wood framed system with exterior brick veneer and interior drywall with various finishes. The foundation was not exposed during our inspection and was covered with various floor -covering types. Guttering. Foundation Watering. Grading, and Vegetation Observations: The terrain immediately surrounding the structure was visually observed during the inspection. We observed the following: The gutter system is adequate. The drainage system is adequate. The terrain is landscaped with grass, several trees, and some shrubbery. Some trees and/or shrubs are close to the foundation. Floor Elevation Discussion: A relative elevation floor survey was performed using a Ziplevel Pro-2000B to map the surface topography of the floor of the living area and garage (if present). The floor plans and the elevations are illustrated on the limited repair plan. The elevations were adjusted based on the flooring type encountered to be on the same,,,pplane as the base point floor type. If a garage was present, the garage ceiling was measured and adj 1TcY_tPe�lti-�hKM lane as the foundation. Garage floors are designed to slope and are not as effeAFAiEAS9&F@Rda kST W1GT1ON Visual Observations: SHEET: OF: RELEASE DOES NOT AUTHORIZE ANY WORK IN Brick cracks, drywall cracks, ceiling cracks, frieze board sepa0.3Fi5;C�TiAfitt�ftt�l0tik�"JGwereCtilfsdd4lh@ri�NANCE. the existing surface drain along the left side of the residence shows significant debris. Based on our observations of the structure, the structure's physical damage, and review GITY ARRR0VCtWLbATrOSS&K rival' ON experienced foundation movement over the life of the structure, resultiPOE J0ffn� f-LnoAePAnfTim83on- grade foundation. ��77 � Damage observations were notable on the front, left and right s4des of tl�r��r� et � morel e��r ty�tn moor elevation data. RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT-OF-WAY. ALL CHANGES MUST BE APPROVED I M 0 _ n.,.-. 711�nn�n CROSSTOWN Foundation Repair Recommendations: VMani .A. 0ern. P.1:. (I L 7:V, AIB.A .nup,� �ij 1. I ,_ s 1 1),lI.,, I Al , !, I Ili01 i l�-Sir'iI We recommend performing the following in the approximate locations of the structure as indicated on the limited repair plan: • Installing 10 total pilings (7 exterior, 3 breakouts). • Adjusting 7 existing pilings. • Cleaning out the existing surface drain for proper water discharge. If found damaged or collapsed, then this drainage system should be replaced. • Checking the existing guttering system for proper water discharge and cleaning out if water flow is obstructed The purpose of the piling installation is to support the failed areas and improve elevations in areas of differential settlement if possible. Please see the limited repair plan for more information. Maintenance Opportunities: We recommend pre -lift and post -lift plumbing tests be performed on the sewer and potable plumbing lines. The results of the tests should be immediately provided to our office. Maintaining a fully functioning gutter system will minimize pending, soil loss and erosion, and will help control seasonal movement near the foundation. The gutter system should direct storm -water discharge away from the foundation through downspouts to a well -drained area that is graded away from the foundation. Optimally, we recommend the gutter system discharge via in -ground solid pipe to a low-lying area far away from the foundation. Vegetation maintenance and a foundation and yard -watering program will also help control seasonal movement. Maintaining consistent moisture levels in supporting soils at all times of the year is necessary. It is important that the soils be stabilized and maintained with grass or ground cover around the perimeter of the structure to prevent erosion and an exposed or improperly embedded foundation. Large to medium-sized trees, and even large or numerous shrubs, growing too close to a foundation can dramatically effect the moisture content of the soils within the zone of influence beneath the structure. Root systems extract large quantities of water from underlying soils and result in large volumetric changes in the soils (shrinkage). As the tree absorbs water from the soil and the soil volume decreases, the foundation will settle in unsupported. If problematic roots are observed, we recommend removal or installation of tree root barriers. Grading of the soils around the foundation is a critical element to '�� CITn_ E Eg�VIIN qf�l' from the home and preventing water from ponding near the foundmA d aLk is noticed near the foundation during the rainy season, consult with an engineer or a drainage contractor' immediately. Over -saturated soils can cause "heave" or settlement and contribr5t`le iJ fbundation-moveaaent, OF: RELEASE DOES NOT AUTHORIZE ANY WORK IN Expectations of the Limited Foundation Repairs: CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. The proposed limited repair plan is intended to provide a_ JsxinfiFP p 94�t TrQJ Wic K 9PffeQN foundation and is not intended to level the foundation. The contracT¢d EhJ1C8d%TrE AeTafi 1ADtT4N*&tion correction needed based on the reaction of the structure during the lift in order to minimize damages and additional stress. DATE: BY: BUILDING INSPECTION DIVISION: Because the structure has endured foundation movement and uA�a digt�iisSy ttur9irdr117Fi63ff�f�rfEfahle3�t diTbiilQANN perceptible floor slope or some leaning door frames/windows or othfiAa-W6uinng)l'alii@@ sand=riitiCeralitWgsues may remain following the foundation repairs. ALL CHANGES MUST BE APPROVED ow(�G .Adam ,V (seen. P.L. (I-I'VI:C), NIBA ROSVTOWN 7�,1 I r;. AA'ni11, (10)) i71-71,',I The soils beneath and surrounding the structure are known to shrink and swell as the seasonal soil moisture content fluctuates. Moving forward, we anticipate that some cracks in the interior and exterior walls will surface due to seasonal movement within the soils, even after foundation repair. Periodic repair of this type of cracking may be needed. Underpins (a.k.a. Pilings or Piers) are constructed of steel or concrete and cost and performance will vary. Generally speaking, the deeper a piling is installed, the better it will perform. Shallow installations may be acceptable if they are terminated into rock. This information is meant to serve as a guideline and the owner must decide a reasonable cost/benefit on the property. Piling design is best done with data from a site -specific soils investigation. Such an investigation was not provided and is not a part of this scope of work but we strongly recommend obtaining this data. If this data is not provided, our pier design is only intended to be a minimum standard based solely upon average soil conditions in the general location of the property and as such, may not necessarily provide maximum performance. Disclaimer and Disclosure: The fees collected are for this report and inspection only and do not include additional services. Additional engineering services such as construction compliance inspections or post -repair inspections are available at an additional cost. A request for a construction compliance inspection must be made in a timely manner before commencement of repair work. Otherwise, we accept no responsibility for the proper execution of the repairs. Crosstown Engineering will only perform the post -repair inspection if the proper paperwork is provided at the time of the request. The paperwork should include the type of piling installed, the piling installation depth, the final pressure and the final scope of work. If the scope of work is to be altered by the contractor, we must be notified prior to installation. It is known to educated professional engineers that the soils in this area are subject to movement due to expansion, contraction or densification of the soils, etc. This soil movement could possibly cause the foundation to move after the remediation plan has been implemented and may impact the stability of the foundation and cause damage. We do not warrant the future performance of the subject foundation and the reader is urged to review this entire report. The limit of liability is limited to the fee paid for this opinion. No further agreement shall be made, altered, or varied except by written instrument. Diligent foundation care to maintain consistent soil conditions 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. CITY OF GRAPEVINE RELEASED FOR CONSTRUCTION Neither Crosstown Engineering, its sub -contractors, nor Adam Green, P.U^., are responsible for liability to the owner or others for acts or omissions of the contractor to carry out the r8"ffM. accordance with thetMeement or for the construction means, methods, techniques, sequences, procedure pEt fSgt t gr,eeyiutg ihFjt{¢t tglt{gr RlfYl�l contractor is solely responsible for the warranty of the wori�Wgprkq rd4pfAcpt4rdgggeL*1C WDDg)RQ1@ NG ORDINANCE. Please see the pier specifications (if provided) and limited reeai"rOP*jt+viVVEDIf NS TO BE KEPT ON. Sincerely, Crosstown Land Development Services Texas Engineering Firm (F-15944) Adam Green, P.E., MBA Professional Engineer (TX #116597) THE JOB SITE AT ALL TIMES PRESSED PILING SPECIFICATIONS SIDE VIEW £XISTiNG I 1 I I I STRUCTURE i 1 1 I I I I FOUNDATION - - STEELSHIMS - CONCRETE CYLINDERS SOIL - - - CONCRETE — TENSILE STRENGT PROVIDED BY TWI COLUMNS OF4130 #4 SCHEDULE 60 REBAR EPDXY OF GROUTINPLACE. FRONT VIEW I I I I I I I I I i I I I i t r� 12" LENGTH 6" DIAMETER AND/OR 8"LENGTH 4" DIAMETER PILE SECTIONS REBAR SHALL �. PREVENT LATERAL DISCONNECT BETWEEN CYLINDERS. 12", 18" OR 24" SECTIONS MAY BE USED. c.� OF GRAPEVINE RELEASES TOR CONSTRUCTION SHEET: RELEASE CONFLICT WITH 3417 RED BIRD LN, GRAPEVINE, TX CITY APPROVED2P ANS+, ON THE JOB SITE AT ALss CR6�S-T-© � , TBPE FIRMr4?=t'5944��VNiYV1.GR0°SSTO�UVIVEN�'I�fE RINSTC,6VN (40):7511AZ694S 09tEM31MIff—*b0LEQF-WAY. ALL CHANGES MUST BE APPROVED J FRONT VIEW I I I I I I I I f I T I I I I I ( I I I I I 1 1 1 1 1 L 1 VOID — AFTER :ti : i • �„: LIFT SIDE VIEW w —FOUNDATION- e� — .%P4 r j---qL-.,jp ---STEEL SHIM 2 SOIL 1•�C`,`•.f •�a1 4 �� yra�'rC . • �w • Y ....mac. ,;�4..,�,t� .,• ••rv� ti. A hr -41 OR STEEL 'EL CAP SHEET Lam, OUTER STEEL PIPE LL LL w W INNER STEEL PIPE - , O .s. pt•:: \• •• � :M � 6F Ju1t: V. ♦ ����gryWA = MLLE j �''i: hhj..t.)•i. �� � GREEN �• '�.\» ..:♦.;?'Z jY't* �\ .SWTT116597 � :.;`� •`� L»atieti• 7.22.20 Aib;-4 Sfi �.8� , «'\�.I�'•••�f •• •aa CONFLIC hl1091 a ram•`• w W rn w a w � m 1 Q W J'#eP9kPEVINEa _ OF: D'q IU IU IORIZE AN WORK IN D..'G �E OR ZO ING ORDINANCE. 3417 RED ,,M 4ARv Pff,RNANS TO BE KEPT ON THE�0 CROS61 uVi/�'I E1vn&ffw1NG ROSSTOW DATE: TBPE FIRM F-1594¢J7LW REI-94AW Tkljf§94,(D04L semU rR4€),(RUCTION IN FASFMFNTS nR PUBLIC RIGHT-CiF-WAY. STEEL PRESSED PIL��° I CIA � �I�,T�� APPROVED IER SPECIFICATIONS I I 1 1 I I I I I I I IFCF FOUNDATION BEAM CONCRETEBLOCK 3#4 BARS BENTAS ------ SHOWN EXTENDING 1 _ FEET INTO SHAFT WITH 2 \\ 1 / 12° #4 CROSS BARS TIED ACROSS TOP i 10 6-INCH #3 STIRRUPS -- @24 OC —_ 4#4REBAR r J 3417 RED BIRD LN, GRAPEVINE, TX ° w OF r'X'N 1, z �_... .. ADAM A. GREEN , � CITY OF GRAPEVINE 11s597 ;��% RELEASED FOR CONSTRUCTION 7.22.20</CEN`✓E�.G`��' h�Si"... Eo = SHEET: -- -- OF: DRAWING NOT TO SCALE RELEASE DOES NOT AUTHORIZE ANY WORK IN Pier depth may be less than specified If refusal occurs or If rock d encountered at CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANC a shallower depth. The pier should have a maximum vertical deviation of B degrees All piers shall be poured the same day they are drilled and and the pier shafts shall be clean and free of mud, debris, water, or any foreign material. All concrete pi lTe`)df A ROVED PLANS TO BE KEPT ON aggregate developing a minimum 28-day compressive strength of at least 3000 psi and will be pTa'ced-at-Wr-aximc,., slump of five(5)inches. The reinforcing steel, conforming to ASTM A-615, Grade 40, shall wend the full depfHE- JGB SITE AT ALL TIMES shaft and shall be finely secured in place, free of contact with the sides of the hole. After the piers have adegaati cured for a minimum of seven (7) days, the foundation shall be leveled to the extent practicable by raising simultaneously at multiple locations with jacks and supported on the piers by cast -in -place colun-AT gd concrete BY blocks and steel shims. BUILDING INSPECTION DIVISION; N'fo OR PUBWLI RIGHT-OF-WAY CRGS&M CROSSTOW14 TBPE FIRM (469) 751-769A DALLLAS METROPLEXERING COM ONSTRUCTION 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 PURPOSED 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. ---------------------------- 1 1 I I WOOD I DECK I I i COVERED I MONOLITHIC I I 1*12 -1.6 I 1 0.6 -0.3 -0.5 -0.8 -0.9 -1.8 -0.3 -0.2 �'� 0.1 -1.6 0.6 1.0 0.0 -0.3 0.1 04 0.1 0.1 -0.1 2.0 T ® A/C -0.2 0.1 -1.5 -2.3 0.2 0.0 1.2 0.8 X 0.0� ER-2.0 0.3 0.5 1.2 0.5 i -2.4 CLEAN OUT EXISTING CIO �- RAINAGE FOR PROPER ADJUST EXISTING PILINGS DISCHARGE FRONT • INSTALL 10 TOTAL PILINGS (7 EXTERIOR, 3 BREAKOUTS). • ADJUST 7 EXISTING PILINGS. • CLEAN OUT THE EXISTING SURFACE DRAIN FOR PROPER WATER DISCHARGE. IF FOUND DAMAGED OR COLLAPSED, THEN THIS DRAINAGE SYSTEM SHOULD BE REPLACED. • CHECK THE EXISTING GUTTERING SYSTEM FOR PROPER WATEGRI o NpLEAN OUT IF WATER FLOW IS OBSTRUCTED 9E1 FA$;=n M GONSTRUOTION LIMITED REPAIR PLAN 'NOT TO SCALE - ALL LOCATIONS APPROXIMATE' : 6 ptE OF Y W�111,1 PRE -LIFT ELEVATIONS BYCE (7.1 Z20) 0.0 POST -LIFT ELEVATIONS B$ (II: )ol LEGEND C��yFREETLtAA�liE TUVtS idU ° .OLD • '"' ELEVATION BASEPOINT PROPOSED PAD/BLOCK 7W' E�STING%P HE BUILQ'I R Z ...� 1=G ' N.a 7.22. '9ti, 116591 -PROPOSED BEAM EXISTING PAD/BLOCK p�� p pLAN9 TO B 1 �- EXISTING BEAM PROPOSED PIER'E-7C5TI�Ll 9 HE JJ© 61'PE AT ALL TIM � C1,1 WN 1,1111 NG CROSSTOWN TBPE FIRM F- R(gjS5T-q694 0D'ACER�SYI%jETF�Op�tCUCTION IN ENGINEERING I FOUHDATIONREPAIR EASEMENTS OR PUBLIC RIGHT-OF-WAY. 3417 RED BIRD LN, d E YL US.jBE APPROVED. August 6, 2021 Williamson Foundation 3021 Ridge Road 4A20 Rockwall, TX 75032 RE: EXPIRED BUILDING PERMIT APPLICATION, 3417 Red Bird Lane, Foundation Repair (10 Pilings) Dear Applicant: On December 21, 2020 a foundation repair permit application was submitted to this office for review for the above referenced address. Our records indicate that your permit has never been issued. Your company was notified on 12/29/20 and again on 6/3/21. Performing work without a permit is a violation of city ordinance, regardless of whether or not an application has been made. Additionally, failure to obtain your permit within 180 days of application has resulted in the expiration of the permit. If this job is to proceed a new permit application submittal is required. Sincerely, 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