HomeMy WebLinkAboutCA2019-119A Future With A Past
12 December, 2019
Eric Tomlinson
1207 Upper Denton
Weatherford, TX 76085
RE: HISTORIC PRESERVATION COMMISSION
CERTIFICATE OF APPROPRIATENESS #CA19-119
D. E. BOX HISTORIC DISTRICT, #HL10-09, ORDINANCE #2011-58
840 EAST TEXAS STREET
GRAPEVINE, TEXAS 76051
This letter confirms on December 6, 2019 the Historic Preservation Staff approved with
conditions #CA19-119 for the property addressed 840 East Texas Street, legally described
as Block 5, Lot 6, D. E. Box Addition, to the Grapevine Historic Preservation Ordinance 91-
73 (Appendix G — Grapevine Code of Ordinances), as amended, for the following:
1. Foundation Repair, install 27 piers;
as per the attached drawing with the condition a permit is obtained from the building
department.
An approved Certificate of Appropriateness is not an approved building permit; a
building permit is / is not required. Contact the City of Grapevine's Building
Department at 817.410.3165 for fees and information regarding permits.
Thank you,
1�� 0"", j _11_16�
David Klempin
Historic Preservation Officer
wdk
cc. Property Owner
THE CITY OF GRAPEVINE
HISTORIC PRESERVATION - 636 South Main Street - Grapevine, Texas 76051
Phone 817/410-3556 - Fax 817/410-3038
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Date - — /- �- L 1-02 A/
Mobile:
Email:
Property Address Lnciude.anT,suite number)
TENESS APPLICATION DEC 0 6 2019
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,�A 11'cant N inte, Address & Phone Number
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Phone:
Mobile
Email:
Le al Descrinfie%n
Block Lot
Subdivision
Tenant Na 10C u n L a ie-- I S i C L Q -0
-CW4)j �AK,
RequestIDescription of Work to Be Done
Drawin ketches Attached
o No
Photo jravhs Attached
() Current 0 Historic
[—Material Sample(s) Attached (please, list) I
I hereby cerfify that this information is correct to the best of my knowledge and that the said work will be done in conformance
with all submissions her -pin set forth. and in compliance with the City of Grapevine's Historic Overlay District Ordinances and
Building Codes. APPROVAL OF A CERTIFICATE OF APPROPRIATENESS DOES NOT CONSTITUTE APPROVAL OF
OTHER REQUIRED BUILDING PERMITS.
Print Name
IN ractor
Office Use
Approved- Approved with Conditions,
Staff taff
HPC
x
(" 1Cinied
Blj.ddng Official
THIS IS NOT A BUILDING PERMIT.
&,9F2&j-&16 gUILDING PERMIT MUST ,4F FILED AND APPROVED BY
DELIVER TO: HISTORIC PRESERVATION DEPARTMENT OFFICE 817-410-3556
636 SOUTH MAIN STREET, GRAPEVINE, TEXAS
CA 15 _0`9"
Account #:00252085
Georeference: 3150-5-6
Property Location: 840 E TEXAS ST
jurisdictions:
011 CITY OF GRAPEVINE
220 TARRANT COUNTY
906 GRAPEVINE-COLLEYVILLE ISD
224 TARRANT COUNTY HOSPITAL
225 TARRANT COUNTY COLLEGE
TARRANT APPRAISAL DISTRICT
12/06/2019
Owner Information
TRINITY SUMMIT INVESTMENTS LLC
1207 UPPER DENTON RD
WEATHERFORD, TX 76085
5-Year Value History
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 TAD's database,
Year
Improvement Market
Land Market
Total Market
Total Appraised t
2019
$182,112
$180,000
$362,112
$245,540
2018
$116,014
$180,000
$296,014
$223,218
2017
$117,848
$180,000
$297,848
$202,925
2016
$218,677
$70,160
$288,837
$184,477
2015
$122,700
$50,000
$172,700
$167,706
A zero value indicates that the property record has not yet been completed for the indicated tax year
t Appraised value may be less than market value due to state -mandated limitations on value increases
Property Data
Legal Description: BOX, D E ADDITION Block 5 Lot 6
Deed Date: 10-23-2019
Instrument: D219244859
Year Built: 1952
Agent: None
Notice Sent: 04-01-2019
Protest Deadline: 05-15-2019
State Code: A Residential SingleFamily
Approximate Size ttt: 1,873
Land Acres ♦ : 0.3508
Land Sqft ♦: 15,282
ttt Rounded
♦ This represents one of a hierarchy of possible values ranked in the following order: Recorded, Computed,
System, Calculated
Exemptions
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CAN-10
1902 Forest Glen LN
Weatherford, Texas 76087
817-948-4004 UY
info(Wnor1ier11c.com NORTIER ENGINEERING CONSULTANTS LLC
Initial Report for Foundation Assessment
Date: December 04, 2019
CEIVED
Attention: TNT Foundation Repair (The Client)
DEC 0 6 2019
Subject: Foundation Review
840 E Texas 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 brick veneer 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 11/26/2019. 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 twenty-seven (27) piers 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.
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 11/26/2019, and does not take
into consideration any changes in condition of the foundation or soils after the date which the information
was gathered.
RECENT
1902 Forest Glen LN
Weatherford, Texas 76087
817-948-4004
infognortierllc.com
DEC 0 6 2019
CA 15-1 eq
RNMUMnER ENGINEERING CQNSULiANTS LLC
General Recommendations:
It is recommended that a guttering system be installed if the house does not have gutters. Installing a guttering
system will direct water way from the foundation and reduce the potential for ground erosion near the foundation
footing.
It is also recommended that the grading around the perimeter of the building 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 from accumulating around areas of the foundation. Saturated soils decline in bearing
capacity and can result in differential settlement of the foundation.
Additionally, It is also 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 if any repairs are performed on the foundation system.
Vertical movement of the foundation system can impose stresses on the plumbing infrastructure and cause leaks.
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)
12/04/2019
Daneel Nortier, P.E.
Professional Engineer (TX #113157)
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