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Home My WebLink AboutCA2017-1722 February 2017 Ryan Flannery 223 East College Street Grapevine, TX 76051 This, letter confirms on February 22, 2017 Historic Preservation staff approved with conditions #CAI 7-17 for the property addressed 807 East Texas Street, legally described as Block 2, Lot 16, D.E. Box Addition, City of Grapevine, Texas. The following was approved on this Certificate of Appropriateness. - 1. Foundation repair recommended by engineer; 2s per attached drawings with the condition a permit is obtained from the Building Department. AnapprovedCe "ficate of Appropriatenessis not an approved B u i Id ing Perm it and a permit (IS is not required. Contact the City of Grapevine's Building Department at• 7-410-3165 for information regarding permits. Thank you, David Klempin Historic Preservation Officer CA File THE CITY OF GRAPEVINE HISTORIC PRESERVATIONe 636 South Main Street e Grapevine, Texase 76051 * Phone 817/410-3197 Fax Number 81,7/410-3125 tl G -------- . . . ........ Property Owner Name, Address & Phone Num Phone: WTI no R I =211 1111ZIN Tenant Name/Occupancy/Use V 1L a&�Y_ La L q Drawin s/Sketches Attached ............ Material Sa le s Attached (please list) FEB 0 8" 2017 Number (,�� f � - f 7 I ...Applicant Name, Address & Phone Number 01fino 0"n Legal Descri tion Current 0 Historic / hereby certify that this information is correct to the best of my knowledge and that the said work will be done in conformance with all submissions herein set forth, and in compliance with the City of Grapevine's Historic Overlay District Ordinances and BuildingCodes. APPROVAL OFA CERTIFICATE OF APPROPRIATENESS DOES NOT CONSTITUTE APPROVAL OF OTHER REQUIRED BUILDING PERMITS. Si nedix Owner or Contractor Office Use proved Approved with Conditions: ��'ame:] . .. ... ............ - � u�ildingo taleco THIS, IS lBUILDING PERMIT. A SEPARATE BUILDING PERMIT MUST BE FILED AND APPROVED BY DELIVER TO; 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 Jan.24.2017 09.-50 AM Englineerling Deslign & Assm 214 853 5006 PAGE. Side View wala" —Supenwuctum— Concrete Cylinders 00"creto Caps Cylindem: Mamvm ratio of Woht tu dh9mater of All CERTIMA'm OF APPROPRIATEN E -SS CITY Of,GRAPEVINE RELEASED PURSU AMRTMENT OF DEVELOPMENT SERVICES CONTACT BUILOM"WSPECTONS FOR PERMINF01WTION Jan.24.201.7 09.-49 AM Engineering Design & Assm 214 853 5006 PAGE. 1 Straight LineYoundation Repair Company Fort Worth, Texas Phone: 817-640-1000 CON'TAC'r BUILDING INSPECTIONS FOR PERMIT INFORMATION 4: Ref: Initial Assessment of 807'E. Texas Street, Grapevine, Texas 76051 For the purposes of this report, the stfucture i's deemed to face south,, The stracture is a single story building of frame construction with stick built roof trusses. The exterior wall is composed of Anyl sidings., The roof is covered with composition shingles. The structure tests on concrete pier ana I oearn f-oundation. Attached drawing 170119-33 shows the general layout of the residence, elevation contour lines 'in S i inches and areas needing attention. The residence appears to be 'in generally good condition. However, ffiere 'is some f:oundatlon movement and distresses that indicate presence of problem in the structure. The elevation differentials presently exceed the generally accepted guidelines mid roquire repair at this timeli The cause of movement 'I's most likely the result of the seasonal, variation of molsture content in the soil and/or effect of the compaction of fill materials. The pier locationg may be adjusted as, needed to place the piers under the beams, or pier can be placed using steel "C" channels for supports where no beanis are present Bor even load distribution. If no beat -as are located or a,,, in the proper location for a secure lift, additional piers may be needed., I After the supiports are 'Installed, the foundation should be lifted to as near as level position as ircumstances p "t. The complete leveling oft ions C ermi he affected areas should not be expected, Foundat" 4 are often built out of level. Some slopes will remain alIer repairs are completed. 41 0 This repair will meet the City of Grapevine rules,, 2009 International Residential Code (and 2009 IBC) I Additions, Alterations or Repairs requirements'. 214-704-6699 AsyllietAyahoo. coin Fax-, 214-853-5006 Jan.,24.2017 09:49 AM Engineering Design & Assm 214 853 5006 PAGE. 2 807 E. Texas Stre Grapevine, Texas 7605 1 Jamiary 23, 20 1�1 Plumbing Neak test for all utility lines should be performed after repaix and any detected leak should be 4 1 4 repaired immediately, Drainage arouna the perimeter of the home should be maintained, so that water flows away from the concrete perimeter beam of the structure to a posifive drainage flow, It As stated, the structure 'is in generally good condition, but there 'is some foundation movement and settlement occurring. The installation of Piers as I'ndicated 'in the drawing would stabilize the foundation back into proper position and suppoit the structureBor long-term stability. The control of the soil moisture is the key fiactor to maintaining the 'Integrity of the foundation, Keep rainwater and 'its effects completely away from the foundation and the homeowner can control the amount of moisture with a watering laim . Pjqg 1 61 This report is a presentation of professional opinion and is prepared solely to determine the structural 11 It integrity of the foundation. The inspection, was made by visual observation only and information available at the time of the, investigation. We reserve the right to make revi"sions of this report in the event additional information becoxne available in regard to thi's Property# CERTIFICA"rE OF APPROPRIATENESS C11 -Y OF GRAPENINE REI.FASE5 PURSUAN 'TO I -Iffil"III) IRA Y DATE BY I 4DW41 tE� 0 F DE-EVELOPMENT SEWCES CON'rACT BUILDING WSPECTIO.NS FOR PERMIT INFORMATIC34 Telephone; 214-704-6699 sk,sy,1h,etay,ahoo.qom Fax: 214-853-5006 Jan.24.2017 09.-i5O AM Engineering Design & Assm 214 853 5006 PAGE. 3 - - - - - - - - - - - Covered Carport ------------ ... ...... . .... Inteft Pallon Mll Location Are Approximate / f 10 i Driveway WORK NOTE 0 12 rOUNDATION REPAIR PIERS. waft % ,VQlj 0h; Ir jo clirDuQVIUR 'y w 4 REPLACE ALL SOFT VMD SHIMS $Iw, 04 (f'fst�cr. , k't, WTH W'STEEL PLATE$ & ADJUST LEVEL OMERWOR CONTWTOR E $H01,11.0 Rai 7E WrH r ENGINEERS FOR INSPECnON eNGINEI OF WRK AND SATISFACTORY COMPLETION OF REPAIR AMOS$ MRK D(MN, I Lm CEWIFicArE OF APPROPRIATENFESS CrTY OF GRAPEMNE RELEAS PURSUAN' TO DATE 2 2)� By In 4 k PA 'NT OF Di-"i'VELOPMENT SERVICES CONTACT BUILDING INSPECTIONS FOR PERM'INFORMATION