HomeMy WebLinkAboutSFRA2020-1676 G��ppAPE �Y INE� Tg�p�
.
DATE OF ISSUANCE:_Jj
PERMIT #: —0 \ (_0 —1
1W BUILDING PERMIT APPLICATION
(PLEASE PRINT LEGIBLY — COMPLETE ENTIRE FORM)
JOB ADDRESS: 3409 Lookout Court SUITE #
LOT: BLOCK: SUBDIVISION:
BUILDING CONTRACTOR (company name): Structured Foundation Repairs Inc.
CURRENT MAILING ADDRESS: 13301 Trinity Blvd. #133
CITY/STATE/ZH': Euless, TX 76040 PH: # 972-484-1200 Fax # 972-484-1215
PROPERTY OWNER: James Reed
CURRENT MAILING ADDRESS: 3409 Lookout Ct
CITY/STATE/ZIP: Grapevine TX 76051 PHONE NUMBER: (817) 821-0666
PROJECT VALUE: $14,690.00 FIRE SPRINKLERED? YES NO X
WHAT TRADES WILL BE NEEDED? (Check ones that apply) ELECTRIC PLUMBING MECHANICAL
DESCRIPTION OF WORK TO BE DONE: Install 9 pilings
USE OF BUILDING OR STRUCTURE: Residence
NAME OF BUSINESS:
Total Square Footage under roof: 3963 Square Footage of alteration/addition:
❑ I hereby certify that plans have been reviewed and the building will be inspected by a certified energy code inspector in accordance with
State Law. Plan review and inspection documentation shall be made available to the Building Department (required for new buildings,
alterations and additions)
❑ I hereby certify that plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review.
Control Number: (Not required for 1 & 2 family dwellings)
❑ I hereby certify that an asbestos survey has been conducted for this structure in accordance with the regulatory requirements of the Texas
Department of Health.
(REQUIRED FOR DEMOLITIONS, ADDITIONS AND OR ALTERATION TO COMMERCIAL AND PLBLIC BUILDINGS)
I hereby certify that the foregoing is correct to the best of my knowledge and all work will be performed according to the documents approved by
the Building Department and in compliance with the City Of Grapevine Ordinance regulating construction. It is understood that the issuance of
this permit does not grant or authorize any violation of any code or ordinance of the City Of Grapevine. I FURTHERMORE UNDERSTAND
THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITY, AND THAT THE
DESIGN PROFESSIONAL/OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND
OR FEDERAL AGENCY(S).
PRINT NAME: Kevin Karlin SIGNATURE
PHONE #: 972-484-1200 EMAIL: permits@structuredfoundation.
FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT
Construction Type: Permit Valuation: $ Setbacks Approval to Issue
Occupancy Group: Fire Sprinkler: YES NO _ Front: Electrical
Division: Building Depth: Left: Plumbing
Zoning: Building Width: Rear: Mechanical
1 Occupancy Load:
1 Plan Review Approval:
Date:
Site Plan Approval:
v Date:
Fire Department:
Date:
Public Works Department:
Date:
Health Department:
Date:
Approved for Permit:
Date:
Lot Drainage Submitted:
Approved:
P.O. BOX 95104, GRAPEVINE, TX 76099 (817) 410-3165
Right:
Building Permit Fee:
Plan Review Fee:
Lot Drainage Fee:
Sewer Availability Rate:
Water Availability Rate:
Total Fees:
Total Amount Due:
`
a
O:FORMSIDSPERMITAPPLICATIONS 1/02-Rev.11104,5106,i
>x BUILDING --- RESIDENTIAL ALTERATION
Issue Date: May 18, 2020
t $, PROJECT DESCRIPTION: Foundation Repair
�� PROJECT # (817) 410-3010 www.mygov.us
SFRA-20-1676 Inspections Permits
City of Grapevine
LOCATION LEGAL
P.O. Box 95104 3409 Lookout Ct. Stonewood (Gpv) Bilk 6 Lot 6
Grapevine, TX 76099
Grapevine, TX 76051
(817) 410-3165 Voice
(817) 410-3012 Fax
CONTRACTOR
INFORMATION
Structured Foundation Repairs, Inc.
—APPLICANT NAME Kevin Karlin
13301 Trinity Blvd. #133
—APPLICANT PHONE NUMBER 972-484-1200
Euless, TX 76040
County Tarrant
(972) 484-1200 Phone
Fire Sprinkler System? NO
(972) 484-1215 Fax
Square Footage 3963
VALUATION 14690
OWNER
FEES TOTAL = $ 150.00
James Reed
3409 Lookout Ct
Building Permit Fee, ($150.00 Flat Fee) Simple
Grapevine, TX 76051
Alteration $ 150.00
AVAILABLE INSPECTIONS
PAYMENTS TOTAL =$ 150.00
► Building Final (required)
Structured Foundation Repairs, Inc. (Thomas
Kidd)
($150.00)
Other on 0511512020
Note: CC9291
NOTICES
1) ALL work must be done in compliance with the 2006 INTERNATIONAL
BUILDING CODE.
2) A copy of the signed permit and approved plans must be on site at all times.
3) The project address must be clearly posted at the job site.
READ AND SIGN
I hereby certify that the foregoing is correct to the best of my knowledge and all
work will be performed according to the documents approved by the Building
Department and in compliance with the City of Grapevine Ordinance regulating
construction. It is understood that the issuance of this permit does not grant or
authorize any violation of any code or ordinance of the City of Grapevine. I
FURTHERMORE UNDERSTAND THAT PLANS AND SPECIFICATIONS ARE
NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITY, AND
THAT THE DESIGN PROFESSIONAL / OWNER IS RESPONSIBLE FOR
OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR
FEDERAL AGENCY(S).
Signature Date
MYGOV.US City of Grapevine I BUILDING --- RESIDENTIAL ALTERATION I SFRA-20-1676 I Printed 05/18/20 at 2:17 p.m. Page 1 of 2
ALL CHANGES REQUIRE
1902 Forest Glen LN
APP L
Weatherford, Texas 76087 LANS'
817-948-4004
NL!y
H ENGINEERING ONSULiANiS LLC
n� '�' SHALL BE
Initial ReDort for Foundation Assessment KEPT ON JOBSITE ATALL TIMESCONTRACTOR SHALL CALL FOR
Date: May 11, 2020 INSPECTIONS:
Attention: Structured Foundation Repair (The Client) (81 7) 410-3010
Subject: Foundation Review CONTRACTOR REGISTRATION
3409 Lookout Ct., Grapevine, Texas WILL BE REVOKED UPON
Authorization and Scone: PERMIT EXPIRATION.
Nortier Engineering Consultants, LLC (NEC) has been retained by the Client to perform a review of the
slab on grade foundation system of the 2 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 5/11/2020. 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.
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 nine (9) piers and drainage improvements 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. 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 5/11/2020, and does not take
into consideration any changes in condition of the foundation or soils after the date which the information
was gathered.
Provide- S19nod and' Seaf ea
letter from Registered
engineer ccnflrming site
inspection and approval
pier instelletlon whets
work Is complete,
AY 14 202(1
CRY OF [3R6MINE
RELEASED FOR CONSTR ION
SHEET: I OF: 41
RELEASE DOES NOT AUTHORIZE ANY WORK IN
CONFLICT WITH THE BUILDING CODE OR ZONING ORDNANCE.
CITY APPROVED PLANS TO BE KEPT ON
THE JOB SITE AT ALL TIMES
DATE: �������o BY: � _ 7
BUI DING INSPECTION DIVISIOr+>-,--
RELEASE DOES NOT APPLY TO CONSTRUCTION IN
EASEMENTS OR PUBLIC RIGHT-OF-WAY.
ALL CHANGES MUST BE APPROVED
OFFICE COPY
3�E' L00 ko vt- O_O u t't- mot.
1902 Forest Glen LN
Weatherford, Texas 76087
817-948-4004
NORTIER ENGINEERING CONSULTANTS RC
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 o F
Texas Engineering Firm (F-16800)
It A; EEL dRTIER , • i
5/11/2020
Daneel Nortier, P.E.
Professional Engineer (TX #113157)
SHEET: V F:
RELEASE DOES NOT AUTHORIZE ANY WORK IN
CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE.
CITY APPROVED PLANS TO BE KEPT ON
THE JOB SITE AT ALL TIMES
DATE: BY:
BUILDING INSPECTION DIVISION:
RELEASE DOES NOT APPLY TO CONSTRUCTION IN
EASEMENTS OR PUBLIC RIGHT-OF-WAY.
ALL CHANGES MUST BE APPROVED
Pool and Pool and
decking decking
SP
- /.4 0.7 FP /
Conc. 0•8 1.6 2.1 3.4 3.7
SP
Conc. 0.1
0.3
0.7 1.0 1.4 2.5
2.9
-0.5 0.0
Carport Zero 2.0
Conc.
1.2
i
(� -0.8 -0.5 2.0 2.8
Photo$+pph Labe:(') O
7p ,, Z
w' m n m 2 0.8 3.0
r,-- rirese'erack y -+ m c� 1.2
2� Driveway 1.7
_.S mpMartion = = m -0.6 -0.2
•DLL-K gei¢c-i Drai ,'D -a 0 -0.3
ZZmp �" O m0 co Entry I '
m4Zz Q m CC 20 0 � SP { 0.6 0.6 1.1 2.6
CD
cc 0-0 M� G)a �a
al
f/l� ryiees rE: shown ir' es n n
�� Zm
p \ram
m Ora `co,
/ - 0 Z �Q
• •t • ORl / a Q
Z
i
11 15-/11120 3409 Lookout Ct
By: DIN Grapevine, Texas
NORIIER ENGINEERING CONSULTANTS LLC
a
M
k 8 c
ZOO
cnzz
00�
CU.0
m
0-4
�� z:C
a
z�
645
:��z
D
:<5
z
Z
NOTES:
1) Piles shall be driven to refusal
2) Contractor shall install double
piers for shallow foundations
(6ft or less), or where indicated
3) Where double piers are used,
concrete blocks and steel shims
may be use in-leu of top cap
tz
f
Im
d X
2
Beam
f
III=1=1�1
111111111111111111111=�--------------Illlllllli��li�
111=1 i=F,
I=� "-
_ITi=
1 , Steel Shims
Concrete Top Cap
i T (Double Pier - See Note 3)
6" Diameter by 12" Long
j Precast Concrete Cylinder
W/ Reinforcing Steel
i
Precast Concrete Pier Detail Diagram��
Not to scale MUATIER ENGINEERING MNSUITANTS !iL
1902 Forest Glen LN
Weatherford, Texas 76087
817-948-4004
CoiNDOYNERENSIM RING CONSULTANTS LLC
Final Evaluation Renort for Foundation Repair
Date: June 09, 2020
Attention: Structured Foundation Repair (The Client)
Subject: Foundation Review
3409 Lookout Ct., Grapevine, Texas
Authorization and Scone:
Nortier Engineering Consultants, LLC (NEC) has been retained by the Client to perform an evaluation of
the slab on grade foundation for a 2 story residential home located at the subject address in conjunction
with foundation repairs performed by the foundation repair Contractor. This report serves as confirmation
that repairs have been done, provides information on the post -lift condition of the foundation, and
provides our reasonable professional opinion on the repair measures taken to improve the foundation
performance.
This report does not take into consideration any changes to the condition of the foundation or the
surrounding soils after the date the evaluation was performed.
Foundation Repair Details:
The Contractor installed concrete piers to which the purpose of the installed piers is to improve the
performance of the foundation by providing support at the piered locations in an effort to achieve relative
levelness of the slab. Work also included the installation of the drainage improvement as shown on the
attached figure. The repairs performed conform to the 2015 version of the International Residential
Code. It is noted that the foundation generally slopes from back right to front left. Although not
completely level, the foundation appears to perform as intended. It is understood that absolute levelness
may not be achievable after repairs.
Data and Observations:
NEC performed a visual examination of the foundation for the subject property on 06/09/2020. 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 post -lift floor elevations can be seen
in the figure attached to this report.
Based on the data gathered and our professional engineering opinion, the repairs performed by the
Contractor have improved the foundation to be within slope tolerances generally accepted as industry
standards. Therefore, no further repairs are currently necessary and the foundation may be considered
stable and fit for service and/or recommended for selling purposes.
1902 Forest Glen LN
Weatherford, Texas 76087
817-948-4004
06JORYMENSINEIRING CONSULTANTS 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
the work provided does not include judgment on any of the superstructure, detached buildings, retaining
or privacy walls, concrete reinforcement, and/or site drainage. In addition, material and soil sampling/
testing, procedures 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 the Contractor to adhere to 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 (if
any) 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)
06/09/2020
Daneel Nortier, P.E.
Professional Engineer
(TX #113157)
\\\
OF 1 %t
Photograph Label
New pier
r Stress crack
SP Separation
--- French Drain
0 10
All measurements shown in decimal inches
Cone.
Cone.
Carport
Cone.
Cone.
Driveway
20
1
06/09/20
By: TJ
Pool and Pool and
decking decking
SP
A4 0.7 FP ----------
0.8 1.6 2.1 3.4 3.7
SP
/0.2 0.3
0.7 1.0 1.4 2.5
i
2.9
Zero 2.0
6 1.2
2.0 2.8 ;
0.8 1.2 3.0
1.7
-0.2 ;
I
l �
1 '
Entry 1.1
0.8 0.6 � 2.6
�4o
'c
pQQ.�tA'
3409 Lookout Ct
Grapevine, Texas
NNam!
suluxlsric