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Home My WebLink AboutCA2017-75icase coal! wkeA Oke- cer4 is rea&y so 5/14 a-{- -f - h e i" c; I - C hia n IZA'D CERTIFICATE OF APPROPRIATENESS APPLICATION h p % �� Src �J Date /3J0/yao(�+ PropertOwner Name, Address & Phone Number W. s M, -r _t �- k y y Lwers Lr Clwev—e. 7x �6ort Phone: 2? Mobile: Email: Property Address include any suite number) �2 16 W Iia it St 6 rnf.e w n �t 7 )c q(.O S/ Tenant Name/Occupancy/Use Request/Description of Work to Be Done 7 P, ApJplicant Name, Address & Phone Number SC*,)r-tk )Njg.-t,*A &�.,rs t 33o► ti►„,f *If,? (,evs. 7* 7 b o y o Phone: 4 y g y -/ 2 o c Mobile Email: Legal Description Block d 2 Lot Subdivision : T7,q R k ✓fid d oe.,. ^ 14 C4 rv-t-ft+. w06j, Shoo'.% Jn�ilRrsfrycf�l�{, Drawings/Sketches Attached Photographs Attached 6 Yes o No o Current o Historic Material Samples Attached please list 1 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 Building Codes. APPROVAL OFA CERTIFICATE OFAPPROPRIATENESS DOES NOT CONSTITUTE APPROVAL OF OTHER REQUIRED BUILDING PERMITS. Signed x Contractor Print Name I F-Itcltg l C 111 O Office Use �w”- _ o I Approved Approved with Conditions: �i �2�vl I l 2" Q. o I Denied X x Chair — Historic Preservation Commission X I Date Building Oficial W THIS IS NOT A BUILDING PERMIT. V A SEPARATE BUILDING PERMIT MUST BE FILED AND APPROVED BY THE BUILDING DEPARTMENT BEFORE STARTING WORK. DELIVER TO: HISTORIC PRESERVATION DEPARTMENT 636 SOUTH MAIN STREET, GRAPEVINE, TEXAS OFFICE 817-410-3556 City of Grapevine Historic Preservation Department — 636 South Main Street, Grapevine, Texas 76051 - (817) 410-3556 010317 A Future With A Past 14 June 2017 Attn: Zachary Cryer Structured Foundation Repairs 13301 Trinity Boulevard, #133 Euless, TX 76040 972.484.1200 RE: HISTORIC PRESERVATION COMMISSION CERTIFICATE OF APPROPRIATENESS # CA17-75 216 WEST WALL STREET GRAPEVINE, TX 76051 This letter confirms on June 14, 2017 Historic Preservation staff approved #CA17-75 for the property addressed 216 West Wall Street, legally known as Block 12, Lot 12E, Starr Addition, Grapevine, Texas. The following was approved on this Certificate of Appropriateness: As per Nortier Engineering Consultants LLC foundation assessment to install ten (10) piers and one (1) internal support; as per the attached report; as per the attached report and drawings with the condition a permit is obtained from the Building Department. An approved Certificof Appropriateness is not an approved Building Permit and a permit isj is not required. Contact the City of Grapevine's Building Department at 817-410-3165 for information regarding permits. Thank you, r ey"',� David Klempin Historic Preservation Officer THE CITY OF GRAPEVINE CA File HISTORIC PRESERVATION - 636 South Main Street - Grapevine, Texas 76051 Phone 817/41.0-3556 - Fax 817/410-3038 Tarrant Appraisal District Real Estate This information is intended for reference only and is subject to change. It may not accurately reflect the complete status of the account as actually carried in TAO's database Proposed Values for Tax Year 2017 06/14/2017 Account Number: 02952874 Georeference: 4023912-12E Property Location: 216 W WALL ST, GRAPEVINE, 76051 Leasable Area tit 1.372 d 5 Ft ♦ S tD d Acres + 0.2708 2015 Q:? � � 3 Owner Information: BROWNING FRANK 58,99 $_ BROWNING LAURA -$159.72 53 BROWNINGS COVE $58,995 HURST TX 76054-2305 Prior Owners $58,99 Legal Description: STARR ADDITION 2013 Block 12 Lot 12E Taxing jurisdictions: 011 CITY OF GRAPEVINE $58,995 220 TARRANT COUNTY $155,718 906 GRAPEVINE-COLLEYVILLE ISD $58,995 224TARRANT COUNTY HOSPITAL $155,718 225 TARRANT COUNTY COLLEGE This information is intended for reference only and is subject to change. It may not accurately reflect the complete status of the account as actually carried in TAO's database Proposed Values for Tax Year 2017 t Appraised value may be less than market value due to state -mandated limitations on value increases tt A zero value indicates that the property record has not yet been completed for the indicated tax year ttt Rounded ♦ This represents one of a hierarchy of possible values ranked in the following order: Recorded, Computed, System, Calculated 5 -Year Value History Tax Year Land Imp r 2017 Total t7 Value $58.995 $130.063 $189,056 raisedValuet 58,995 $130,063 189,05ss taket Buildin Area ttt 1.372 Leasable Area tit 1.372 d 5 Ft ♦ 11,799 d Acres + 0.2708 t Appraised value may be less than market value due to state -mandated limitations on value increases tt A zero value indicates that the property record has not yet been completed for the indicated tax year ttt Rounded ♦ This represents one of a hierarchy of possible values ranked in the following order: Recorded, Computed, System, Calculated 5 -Year Value History Tax Year Appraised Land Appraised Impr Appraised Total Market Land Market impr Market Total 2016 $58,995 $130,063 $189,058 $58,995 $130.063 5189.058 2015 $58,995 $100,729 $159,72 58,99 $_ $100;72 -$159.72 2014 $58,995 $100,729 $159.72 $58,99 100.729 $159,724 2013 $58,995 $96,723 $155,718 $58,995 $96,723 $155,718 2012 $58,995 $96,723 $155,718 $58,99 $96,723 $155,718 ExempttQns: 2017 Notice Sent: 04/28112017 Protest Deadline: 05/31/2017 Appraisal Site: 80208703 Deed Date: 041020011 Site Name: 216 W WALL Deed Page: 0000000 Deed Volume: 0000000 Instrument: D211090520 Class; OFCLowRise # of Parcels: 1 State Code: F1 Commercial �,rlroslrX$eildino• TAD Map: 7126359 Building Name: 216 W WALL,' 02952874 MAPSCO: TAR -027M Building Type: Commermat Agent: Year Bulk: 1975 1902 Forest Glen LN Weatherford, Texas 76087 817-948-4004 nortierllc@email.com ktA(7-7S �C j NORTIER ENGINEERING CONSOLiANiS LLC Initial Report for Foundation Assessment Date: June 13, 2017 Attention: Structured Foundation Repair (The Client) Subject: Foundation Review 216 W Wall St., Grapevine, Texas Authorization and Scope: Nortier Engineering Consultants, LLC (NEC) has been retained by the Client to perform a review of the pier and beam foundation system of the 1 story residential home with vinyl siding located at the subject address referenced above. This report provides guidance as to whether or not the existing foundation system is in need of repair. The report also proposes a recommended plan if repairs are needed. Conclusions/Specific Recommendation: NEC performed a visual examination of the foundation for the subject property on 6/13/2017. NEC also performed a floor survey using a Zip -level Pro -2000 series, collecting relative floor elevations, to aid in surface topography mapping of the floor(s). Elevations shown are adjusted for the type of flooring encountered to reflect a consistent measuring plane. The map of the existing floor elevations can be seen in the figure attached to this report. NEC also performed a visual evaluation of the underpinning structure for the foundation system. Based on review of the foundation, and reasonable professional engineering opinion, we've determined 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 foundation. It is recommended that ten (10) piers and one one (1) internal support be installed as indicated on the figure(s) attached to this report. Locations of internal piers [if needed] are intended to be approximate. The Contractor should locate the beams and place internal piers accordingly. In addition, it is recommended that the floor be releveled, and any existing internal supports be re -shimmed with steel shims. No rotted wood is indicated on the attached scope of work. All rotted wood shall be replaced per the governing International Residential Code and the Engineer shall be notified of all new lumber installed. Any new lumber shall be pressure -preservative treated. Furthermore, the proposed foundation repairs shall meet or exceed the 2015 International Residential Code (IRC) and any local applicable amendments to the IRC. This report is solely based on information gathered during our site visit on 6/13/2017, and does not take into consideration any changes in condition of the foundation or soils after the date which the information was gathered. CERTIFICATE OF APPROPRIATENESS CITY OF GRAPEVINE PURSURELEASY� -75- � DATE M7, S BY_ (.Lg 1 L DEPARTMENT OF DEVELOPMENT SERVICES CONTACT BUILDING INSPECTIONS FOR PERMIT INFORMATION 1902 Forest Glen LN Weatherford, Texas 76087 817-948-4004 nortierttc@gmail.com C� V`j NORTIER ENGINEERING CONSULTANTS LLC General Recommendations: It is recommended that the soil be graded such that the bottom portion of the foundation is below grade, as per the governing code and a watering system be utilized around the perimeter of the house. Fluctuations in moisture content of the soils near the foundation of the house can cause differential settlement. If the moisture content is kept consistent, the potential for differential movement is mitigated. It is also recommended that the plumbing systems be checked after any repairs are made to the foundation system. Vertical movement of the foundation system can impose stresses on the plumbing infrastructure and cause leaks. Furthermore, grading around the perimeter of the building should be maintained as sloping away from the foundation at a minimum of 6 inches fall within the first 10 feet from the foundation. Such grading configuration should prevent localized water accumulating around areas of the foundation. Saturated soils decline in bearing capacity and can result in differential settlement of the foundation. Limitations: This report is intended for information purposes only, and the sole use of the client and/or homeowner. The scope of this report is limited to the items related to the foundation system only, and it is understood that detection of all existing or potential defects is not feasible for this type of evaluation. The intent of this report does not include judgment on any of the superstructure, detached buildings, retaining or privacy walls, concrete reinforcement, and/or site drainage. In addition, the scope of this report excludes material and soil sampling/testing, procedures and as such were not performed. The report is not to be used by others for any purpose without our written consent. Compliance with any code or specification other than as expressly noted in this report is specifically excluded. It is the responsibility of any Contractor to abide by any other applicable codes or specifications. No warranty for any repairs, future foundation performance, structure, vegetation, or soils at the subject property are offered by this report, nor does this report imply any liability to NEC, nor Daneel Nortier, PE for any work to be performed as a result of this report. It is understood that soils in this area experience movement due to moisture fluctuations. Such soil movement could cause the foundation to move after the recommended repairs have been made. Any provided floor elevation data and recommended actions are based on soil conditions as they exist at the time of the evaluation. NEC does not warrant or imply that other problems may not occur in the future. No warranty, expressed or implied, is made or intended and the limit of liability shall be limited to the fee paid for this report at the time of evaluation. Report Prepared by, Nortier Engineering Consultants LLC Texas Engineering Firm (F-16800) 6/13/2017 Daneel Nortier, P.E. Professional Engineer (TX #113157) CERTIFICATE OF APPROPRIATENESS CITY OF GRAPEVINE RELEASE P-7 �Q ��1 -75 DATE BY �� DEPARTMENT OF DEVELOPMENT SERVICES CONTACT BUILDING INSPECTIONS FOR PERMIT INFORMATION =�,�E•OF.T� CO • 1 •. ��• A EEL ORTIER •* % ��. 11.15 .... 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