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HomeMy WebLinkAboutCA2017-50CERTIFICATE OF APPROPRIATENESS APPLICATION A! 1 Date _Num 4 C Property Owner Name, Address & Phone Number . ... .... . .......... . Mo• bile. .......... ............ - Property Address (�nclude any suite numbeo, Tenant Name/Occupancy/Use Request/Description of or to Be Done Drawings/Sketches Attached Photographs Attached e 0 No urrent 0 Historic. 66'0' Material Sample(s) Attached (please list) / hereby certify that this information is correct to the best of my knowledge and that the said work will be done in conformance with afi submissions herein set forth, and in compliance with the City of Grapevine's Historic Overlay District Ordinances an Asp AQW!1WO Ap p ro�•=';;;;Xp—p roved with Conditions. --J Chair — Historic 51 Ff"'to'n F -Prim Name 2-?1(Jkc� ate �J Building Official THIS IS NOT A BUILDING PERMIT. 1 0 1 A SEPARATE BUILDING PERMIT MUST BE FILED AND APPROVED BY THE BUILDING DE,y� PARTMENT BEFORE STARTING WORKN DELIVER10; HISTORIC PRESERVATION DEPARTMENT 636 SOUTH MAIN STREET, GRAPEVINE, TEXAS City of Grapevine Historic Preservation Department — 636 South Main Street, Grapevine, Texas 76051 - (817) 410-3556 WNW99 WIN 17 April 2017 Dat Nguyen 115 Edge Creek 9joerne, TX 78006 RE,: HISTORIC PRESERVATION COMMISSION CERTIFICATE OF APPROPRIATENESS # CA17-5 924 EAST WORTH STREET GRAPEVINE, TX 76051 1 This letter confirms on April 17, 2017 Historic Preservation staff approved with, conditions #CA17-50 forthe property addressed 924 EastWorth Street, legally known as Block 9, Lot 3R, D.E. Box Addition Historic District, City of Grapevine, Texas. The following was approved on this Certificate of Appropriateness. - 1. Foundation repair - Install 47 pilings to stabilize structure and shem under structure as per the attached drawings with the condition a permit(s) is obtained from the Building Department. An approved Ce'. e of Appropriateness is not an approved Building Permit and a permit risl� is not required. Contact the City of Grapevine's Building "9' 7-4 0-3165 for information regarding permitsS Department, 1at 1- AM -0 123m, David Klempin Historic Preservation Officel i ('- E' 'FIGN to 636 South N/fair 'I"'exas 76051 HISTORIC PR3.ESP.-RVA- Al 1 Str-eet * Gra- pevine, Phone 817/410--3556 .- Fax 817/41G,,,3038 "A" .. ........ "', . . . . . . . . W&I'l Account Number,* 0703784:8 Georeference: Property Location*, 924 E WORTH STO GRAPEVINE, 76051 Owner Informatlow GUTIERREZ MATTHEW GUTIERREZ SANDRA G 924 E WORTH ST GRAPEVINE TX 76051-3659 Legal Description,: BOX, D E ADDITION Block: 9 Lot: 3R Taxing )ur1*sdfctions:, 011 CITY OF GRAPEVINE 220T T COUNTY 906 GRAPEVINE-COLLEYVILLE ISD 224 TARRANT COUNTY HOSPITAL 2,25 T COUNTY COLLEGE This Information,, "I's intended for r*efererice only and is subject to change. It may not accL,,jrately reflect the complete status of the account as aCtUally carned in 1"AD's database o w. t Appraised valueirmay be less than i���",narket value due to state-rn a n dated limitat . tons on value increases tt A zero value Indicates that tie property,,record has not yet been completed �ffor tleie indicated tax year, ttt Rounded 0 This represenits one of a hierarchy of possible values rwiked in the following order: RecordedComputed, System, Calculated U 0 is 5=Year Value tilstorv,,",'' # Appraised Land Appraised Impr Appraised Total ----- ------- Market Land J, --- - --- - .......... Market lmpr:� Market Total' WO -+297o224, . .. . ........ $270120q ililillllllllllllllllillillillillillillilliillillillillillillilliilliillillillillilljllllllllllllllI $2 70 1201 - -- -- ------ 70,20 - - $201' .. . ...... . .. — # 41/17/2017 TAD - Property Prior Owner it Tarrant Apprainsal Distraict �, r ;� ,� IIIA 'll lipliq Owner Information: GUTIERREZ MATTHEW GUTIERREZ SANDRA G 924 E WORTH ST GRAPEVINE TX 76051-3659 hftp://www.tad.org/custom/prior—owner.php?objld=7037848 1/1 m mlo'clim'' I I , llq� 1511175 EXISTING STRUCTURE FOUNDATION Vz STEEL SHIMS CONCRET CYLINDER - CONCRETI CAP I REBAR SHALL PREVENTLATERAL DISCONNECT BETWEEN CYLINDERS. 1211,1811 OR 24" SECTIONS MAY BE USED. 12" LENGTH 6" DIAMETER =JAND/OR TV . 8" LENGTH 4" DIAMETER PILE SECTIONS 924 E WORTH ST A GRAPEVINE, TX 76051 I A OF lr� .......... ADAM A. GREEN ............... A 0-101. 116597 4/14/17 Iwo INNS WN EN 'INEERIN'00% TBPE FIRM F-1 5944 - WVWV.CROSSTOWNENGINEERING,COM !�CROSS ii; OWN (469) 751-7694 - DALLAS METROPLEX ..... ........................ P Adam A. Green, P.E. 45p' CRSSTOWN� Tampa: (813) 702 -3398 1 Dallas/Ft. Worth (469) 7SI-7694 www.CrosstownEngi,n,eering.com Date: April 14, 2017 Attention: Structured Foundation Repairs, Inc. (via e-mail) S ubj e ct Structural Foundation Initial Inspection Report 924 E Worth St, Grapevine, TX 76051 To Whom It May Concern: Crosstown Engineering (CE) was retained to conduct a review of the provided pier plan prepared by Struc- I- Lured F oundation 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 wall damage and brick damage that indicated settlement was occurring in multiple areas o the structure. These observations are confirmed by floor elevation data. i SFR has proposed to install 50 total pilings (30 exterior, 18 exterior with concrete breakouts, 2 interior) and to reset and re -shim in the approximate locations of the structure as indicated on the limited repair plan to support the foundation. After inspecting the property it is our opinion that only 47 total pilings (30 exterior, 15 exterior with concrete breakouts, 2 interior) need i` installed. 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 correctio"d `i 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 limited repair plan for more infor- mation and do not hesitate to call us if you have any questions. Crosstown Land Development Services Texas Engineering Firm (F-15944) Adam Green,, P.E. Professional Engineer (TX 4116591 . GREEN ^DAM A ...... 00 116597 4/14/17 It cc -N N Foundation Report Adam A. Green, CRO'SS Tampa: (81.3) 702 -3398 1 Dallas/Ft. Worth (469) 751-7694 TOWN www.CrosstownE,n,gineering.com [flW, offf U 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 *f the foundation and put it in danger of further damage. 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 a *lable to CE for ng, and releases CE from any liability attributable to such knowledge or conditions. available viewing, 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 THEFUTURE. 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 T14E FAILURE OF THE CONTRACTOR r THE WORK IN ACCORDANCE WITH THE REPAIR PLAN. CE IS NOT RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODSTECHNIQUESSEQUENCE OR PROCEDURES OR THE PRECAU_- TIONS INCIDENTAL 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 5 CONSTRUCTION INTERIOR LOCATIONS ARE 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 MPr s ENGINEER OF l rt r r s r r ♦ r r r "� �r� � � i r � ♦ 1r�r* r M� � " r U r w" r w" " ♦ " 99 CERTIFICA i OF Al`�PROPRIATFENESS EEE PURSU T` E,,.,- I - 8 PAw� )PMENT SERVICES, JILDING INSPECTIONS, MIT INFORMATION m INSTALL 47 TOTAL PILINGS (30 EXTERIOR, 15 EXT W1 CONCRETE BREAKOUTS, 2 INTERIOR), 9 A E Wu" 'K A 0% r% 'A o"' T H ""ro rm% PEVINE TX 7bu5l UKUM--Irt i 1 7 (31 A , X/ f r i ��9i I '..�� � Hi�JOM j,,.,,sizloo�iUz 11'' #►<.o%e,..,... ,r ,,,.a,,i, .,� �,..�.�x..,vii >,: ml RE Ck Q m z * k - e *e- a *z - /ax IAS L o oc sz F- ` L TVx�I / � / - E 5'z- sz 8'i - LZ ME 9 *0- O"G .OJ 31VDIJ[iU3D DNIU33NIDN3 NV NIViSO • . . r 113 N MO 3 HI IDViN. &iivniDV RV 01 Dill cii n wr +I • 110 b3d U13HIAJIiIA3DiONS30(13D *31VNIXO'dddV Sl (INV iNTID 3Hi Ag (13GIAOIJd SVAA NOIIV:)Ol U13Hi "dVN SlHi NO NAAOHS 3UV SDNllld DNUSIX3 31:31ON 3SV31d 'CDJOD3b AO « i.,.r 39 IIVHS S3E)NVHD NODS DIM r .Orte; i:) 3HI 'SNV39 30VUE)UMUNI 3HI 30 SNOliVDOI • (1 ! i N • .• • G31VNIXOHddV 3UV . r . r « . . . 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