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HomeMy WebLinkAboutCA2018-17 A Future With A Past µ 12 February 2018 Eric Tomlin TMT Foundation Company 1207 Upper Denton Road Weatherford Texas 76085 817 21 g-5305 ISE: HISTORIC PRESERVATION COMMISSION CERTIFICATE OF APPROPRIATENESS ## ►1 -17 CIG PROPERTIES 220 EAST FRANKLIN STREET GRAPE'V'INE, TX 76051 This letter confirms on February 12, 2018 Historic Preservation staff approved i ro'irrr�xrrrr�wiwiwwiuunmi numrumiw� with and ition ##CA1 -1?1 for the property addressed 22,0 East Franklin Street, legally known as Block 31, ..cit 1D, City of Grapevine, Texas. The following was approved on this Certificate of Appropriateness.- 1. repair existing foundation of house, replace beams as needed, and add new piers; as per the attached plan .specification sheets with the condition that a permit is obtained from the Building Department. An approved Certificate,of, ppropriateneaa Ia not ars approved a ld'Ing Permit and a permiti i not required. Contact the City + f` Cera� evl"n ' ► Bull i'n Department at ?' 41 - 1 5 for 1*nformat"ion rec ardir�g� permiots. Thank you, David Klempin Historic; Preservation Officer CA Piles wd k ' IJE CITY GRAPEVINE HISTOMC PRES'EizvxrioN & 636 South Main Street 0 Grapevine, exa, "'76051 * Phone 817/41,0-3197 aux t,i, 817/410-3125 CERTIFICATE OF APPROPRIATENESS APPLICATION EE�u=mber Pro ert wn Name ddress&Pho=ne:N=umber Phone Number ,,. 10 41, Mobile- a Mobilem Email- Email- Block Lot �u ........ .......a......_....,. ._� � _.�.. � ._.. ��. m..,.,.�_u.�� �. ,... Subdivisiorl __..,.._ Tenant Name/Occypancy/U ro Request/Description of Work to Be Done [�ra�win�s/�Ske�tch�es�Atta�che�d �o t o�r a�h s�A t t�ac h�ed Yes No Current C) Historic N a:t e::ri m� mW u a � '" hereby certify that this information is correct,to the best of my knowlt the said work,will be done in conformance with tt submissions r tri setforth, and in compliance wit the i f Grapevine's Historic Overlay DistrictOrdinances and Building Codes. APPROVAL OF A " OTHER REQUIRED BUILDING PERMITS......... F---n�ed7 x ri—nt-N—a-m--e�2 "mow . is s 7 Approved- Approved with Condifions. Staff HPC W—: w... .�..��.����,.a��.m�m��.,.,���,,..�. �,.�.�.,..��,��._mm...��,�._.A.. . .�...�..,�.wa. ..........._ .,.�_..... . 0 EEe mm.. .,... .. W . ..._ .. ., w...... ,mm .._.W„� w..m .u..,. 'I x x Chair .Historic Preservation Commis, r� ist esmati ; fficer w OFFICEBuilding Official' THIS IS NOT A BUILDING PERMIT. A SEPARATE BUILDING PERMIT MUST BE FILED AND APPROVED BY THE BUILDING DEPARTMENT BEFORE STARTING WORK. DELIVER TO: His'rORIC PRESERVATION DEPARTMENT , GRAPEVINE,636 SOUTH MAIN STREET, Tarrant Apprai"sal Di"stri"ct 02/13/2018 Account #: 01091425 Georeference': 16060-31-11) Property Location: 220 E FRANKLIN ST Jurisdictions, Owner Information 011 CITY OF GRAPEVINE CIG PROPERTIES 220 TARRANT COUNTY 130 TIMBER CREEK DR 906 GRAPEVINE-COLLEYVILLE ISD CORDOVA,TN 38018 224 TARRANT COUNTY HOSPITAL 225 TARRANT COUNTY COLLEGE S=Year Value History This it'iforrnalJon is intended'fern.reference unly and is st,ibject to cl'iw')ge, It rnay not aCCAP'ately reflecl:'tl,"ie cornplete status()f the account as actually(:'arrie 's database,, Year Improvement Market Land Market Total Market Total Appraise-d t 2018 $0 ........... 2017 $32,000 $180,000 $212,000 $212,000 2016 $149,127 $26,400 $175,527 $175,527 2015 $111,000 30,000 $141,,000 $113,498 1 2014_1 $1110000 $30,000 $141,000 $103,180 A zero vaIIIue indicates that'tpropeiirty r'ecot"d has not yet been coml,"fleted for-the �i�idicated tax year 011.1� V t Appraised value t'iiay be less fl,'iari, rriarket value d�,,ie t'o state-man(Jated li��,'Tflta'tj alue iric�eases Property Data Legal Description,*GRAPEVINE,CITY OF Block 31 Lot State Code.,A Residential SingleFamily 11,E Deed Dates, 10-21-2015 Approximate Size ttt: 1s113 Instrument: D215244700 Land Acres ##-0.1320 Year Built.* 1930 Land Sqft 0 of 5,750 Agent,* None Notice Sent,,- Protest Deadline, I-t' Rour"ided 4 Tliis i-ep�eserfts w')e()fa 1-flerarchy of possible valt ies rai"ilr,,',ed in the followi�,"ig orde��, Recoi"de(�,'J'(Z01"I'lpt ited, System, Calculated Exemptions -------------- 100 ,,vyr� ✓�',� ,r✓, .r `j '�` a� vaa.dv ,^',�.,r',�.S.,I' ,r,r re� , T,.� ..,�+, ,,:,�,9,'�r':,; A,✓ r 's r ,� 1� fir, �s � ', .,%. ✓.:%,✓•,.�, r:,;y ,f, r ^".:r" ri 9r* ' r ;` ''' " � r ✓� vaV` .r tea- r ,� �rw;a '^�', V u s I M r" ' �� �t�t✓ it ., " , z"I �r+rr p � : .r,,�. 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"� �p EE '� m 02 Felen r Weatherford, Texas 76087 817-,948-4004 „i ,,, /„//,.✓ i! /": ii i „ ., /1/�„,",.//.,,moi/.,,,,/��,Ji,,,%i„L,,_i,1,,, „,,,,F,,,i .,,,�//✓l„d/,/�/,,,, /G„��//m!,i%�� /��,!e5li�//,,.�„„��/0///fid.„//„/////iuZrla/iJ,i„ii/I�iG�l,w/l�, Date.- Attention: MemphisIn-vestment Group Client) Foundation ..� Subject-, " 1 w 220E F'rankfin St.,Grapevine,w ' s Authorization and ScQ. �L. Nortier .dngineering Consultants, foundationpier and beam residential m w ad :B'Y"v referenced w w above. J.' wprovides guidance as to whetherc report t the yyng foundation system Isin need of repair. J'he report alsoproposes a - mmended plan if repairs are needed. Conclusions/Svecific Recommendationm NEC performed a visual mn Jon,of the w w foundation w NEC alsom performedoor survey use .. a _ i evel Pro-2000 sere , collecting relative floor elevations, c aid in surface topography mapping of the floor(s). Elevations shown are adjusted for the type of flooring encountered o reflect a consistent :a plane. ' a of the existing elevations can be seen report.in the figure attached to this evaluation NEC also performed a vistial e structure for the foundation system reviewBased on w determined . a s a mss gi „. ve that settlement of the foundation has occurred and should be repaired.Although complete levelness cannot be guaranteed,, or may not be attainable,,the proposed plan should improve the performance of the a w m of new beam and 50 LF of new Joist be installed as *indicated on the s to e” addition, recommended that the floor be releveled,and any existing internal supports be re-shimmed with steel shims.Any new lumber spressure-preservative treated. .'tt 'is noted that approximately 80' of existing r beam may be reused as,it is pressure treated and in good w condition.Furthermore, the proposed foundation i s shall meet or exceed e 201.5 International Residential Code(FRC) and a local applicable amendments c "the IRC.At a minimum, a local deflectiono exceed slope of I%as per American �oclety(?f Clvil.Engineers (ASCE) Guidelinesfor the Evahlation and Repair of s l . o sm sreportad on information gatheredour sitevisit on w and does not take , e 1902 Forest Glen LN 817-9481-4004 r % u;Weatherford, Texas 76087 TIER ENGINEERINGCONSULTANTS tt General Recommendati'ons, r ri ilii,,,riariioiniaiiiri`ai,.rio r�,i rr�r>,y, r�-���r r � �, rii rrriirrat iarioiiiiiirrr��iniiir i�i r . that a gutteringe � t . " tr " Installing a . �. i t ter from t ticsn and reduce the potential fiornear the foundation footing. " that t grading around the perimeter" " be maintained as sloping away fTomthe foundation t o of 6 inches fall withinfirst 10 feet from the foundation. Such gradingig t c should prevent localized water from accumulating around areas of the fibundation. Saturated soils,decline in bearing cap a cit can result I Itd settlement the-foundation... Additionally,.t is also recommended that the `. h that tbottomc ft foundation grade, car the .code,and a watering system utilized ar t e�the house.Fluctuations " . 11.Moisture cont. .t soils, � t ,tis house can.cdifferentialsett t" t r; content i e t consistent, potential.fior dW._erg ti `s " It is also recommended that,the plumbing systems be checked if any repairs are perfann ed on the foundation system. Vertical - sty . stresses " infrastructure a a leaks. �, tic. �. �. � &. Limitations, DIN report is itkc information" the sole the client ahomeowner. The scope of this report it� t the items r���t� t� . a�cat�csystem only,at� � er4tcc . that at .ectioof all existing or potential defiects is not feasible r is ofevaluation.�: _ intent o,this report c tinclude judgment on any of t a retaining" r .. superstructure,detached buildings, walls,concrete reinforcement, ter I'te drainage.In , *t*o ,the scope oft report excludes materiali1 sampling/testing,procedures s such were not perforined. The report is not to c'used by others for any purpose without our written consent. Compliance with any code or specification other as expresslynotedreport s specifically the .tr ".c:r to abide by any other applicable codes or specifications. ,. warranty fr any repairs, future foundationrc � a , t: pctvegetation,c� sat t. subject ` . are offered .tela report,, �r es this report, y a liability NEC,.�to r performed _ . e ,r, E forwork t.. e that c " � "e c movement. to moisture fluctuations. Such soilmovement could cause theat to move after the recommended repairs have been providedinade.Any o r elevation datarecommended actions are basedsoil conditions as they exist at t.. tim-e of the at ::, 4-nt warrant or imply at other problems a not r . �.e future.No arra. expressed or report a t "� w �;or intended �tlimit ..liabilityshall � to e al car this the time of evaluation. Report Prepared by, OF Nortier Engineering Consultants -J_ n �n, Engineer' 4:;W4* Daneel " 00 2/2/2018 EEL***'0'*R**T*1'0E*R*** A# r, RE. Professional Engineer r I .131.5 � � ����a��� � Ole wwo OMu��mw�&�WIWfMN'�'" 'm�loll �iWlla�W