HomeMy WebLinkAboutSFRA2021-0858F, T e. % DATE OF ISSUANCE:
GAP/ ' -
tg [i s A _ S PERMIT #: N- t —0 i') :)
BUILPING PERMIT APPLICATION
JOB ADDRESS:2964 Majestic Oak Dr. Grapevine, TX 76051 SUITE #
LOT: BLOCK: SUBDIVISION:
BUILDING CONTRACTOR (company name): G.L. Hunt Foundation Repair
CURRENT MAILING ADDRESS: 4021 Benbrook Hwy
CITY/STATE/ZIP: Fort Worth, TX 76116PH: # 8172229253 Fax it
PROPERTY OWNER: Silvia Grossi
CURRENT MAILING ADDRESS: 2964 Majestic Oak Dr.
Grapevine, T 7651
CITY/STATE/ZIP: PHONE NUMBER: 317-675-4753
PROJECT VALUE: $ 7065.20 FIRE SPRINKLERED? YES NO
WHAT TRADES WILL BE NEEDED? EChecf, umes that .ashy) ELECTRIC PLUMBING MECHANICAL
DESCRIPTION OF WORK TO BE DONE: Steel pier Installation
USE OF BUILDING OR STRUCTURE:
NAME OF BUSINESS:
Total Square Footage under roof: 3640 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 PUBLIC 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 A BY THE CITY, AND THAT THE
DESIGN PROFESSIONAL/OWNER IS RESPONSIBLE FOR OBTAINING SUCH AP OM ATE STATE AND
OR FEDERAL AGENCY(S).
PRINT NAME: Bethany Booth SIGNATU
PHONE #: 617-61 - 676 EMAIL:
THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT f
Construction Type: ( Permit Valuation: $ ( Setbacks I Approval to Issue
Occupancy Group: Fire Sprinkler: YES NO Front: { Electrical
Division: { Building Depth: { Left: Plumbing
Zoning: Building Width: Rear: Mechanical
Occupancy Load: ( Right:
Plan Review Approval• Date: I Building Permit Fee:<
Site Plan Approval: Date: { Plan Review Fee:
I Fire Department: Date: { Lot Drainage Fee:
I Public Works Department: Date: { Sewer Availability Rate:
Health Department: Date: Water Availability Rate:
Approved for Permit: Date: Total Fees:
Lot Drainage Submitted: Approved: ( Total Amount Due: cc,
P.O. BOX 95194, GRAPEVINE, TX 78099 (877) 410-3185 O:FORMSOSPERMRAPPLICATIONS 1/02-Rev 1 ! ,2i 6 , /19
ROSSTOWN APPROVAL
NS
APPP,OVED PLANS SHALL DE
Date: March 5, 2021 KEPT ON JOBSITEATALL TIMES
Attention: G.L. Hunt Company, Inc. (via email) & Property Owner CONTRACTOR SHALL CALL FOR
Subject: Pre -Foundation Repair Consultation Report INSPECTIONS:
Slab Foundation (817) 410-3010
2964 Majestic Oak Dr., Grapevine, TX. 76051
CONTRACTOR REGISTRATION
Good Afternoon: WILL BE REVOKED UPON
PERMIT EXPIRATION.
Crosstown Engineering (CE) was retained to conduct a review of the limited foundation repair plan prepared by
G.L. Hunt Company, Inc. (the contractor) to determine, in our opinion, if the recommended remediation plan is a
reasonable plan of repair based on the relative elevation map provided.
The contractor provided a limited repair plan that included the pier locations and pre -lift elevations for the structure
for our review. No other information was provided regarding prior engineering reports, recommendations for foun-
dation repairs or construction documents relative to this structure. If existing piers are shown in the limited repair
plan, their locations were provided by the client and are approximated. We do not certify their performance or exist-
ence. If the reader would like to determine if they are present, they must contact the owner or contractor to obtain an
engineering certificate for them. CE has not performed a visual inspection of the structure.
The slab -on -grade foundation has settled towards the areas where pierspf� miutd �refdr I d . I t 946 d
physical damage is present which indicates a need for remedial measure acffr1m1"§C6AUi 0 .
I er from Registered
G.L. Hunt Company, Inc. has recommended performing the following i]BPVi0eqL,4ra6&"rph?ht!Y &tgure
as indicated on the limited repair plan: inspection and approval of 0 Installing 9 total pilings (9 exterior). pier installation when -
Upon review of the elevation drawing and based on the contractor's evxvookoiffte"VeWelieve the pro-
posed limited repair plan to be a reasonable and limited repair.
F C - �11_
Expectations and Additional Recommendations: 4OL' RAPE%�.![_
0
This report provides our reasonable professional opinion of the condition of the found ion on the date of he inspec-
tion by the contractor and is based on the data provided to us and. dbe&-hot take into cobsiderol5ri any chWes in the
condition of the foundation or soils after that date. The contents
regarding the structure before, during or after the inspecti6nf,4A4fh6ugh1d66d v,
foundation repair process, we recommend obtaining a visual ins ection by a licensed engineer. CE can complete this
's
visual inspection for an additional fee. TO BE KE' ON
�M= J-_A3 ZSITE AT XLL TIMS3
This limited repair plan is intended to provide a reasonable repair to improve 1fie -p—e-r-111 -r-m---ance - 6fthe toundation and
is not intended to level the foundation. The contractor steal tdqqrmine the JuSt qlev3*Qn corre ed
based on the reaction of the structure during the lift in order to minimize� _
EASEr,A,E_r,,1S
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1V;_Q_
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Page 1 of 6 -Date: 3/5/2021 OFFICE COPY
e 5-�i c- DcL t—olxv.8 adri aki
ecause the structure has endured pre -repair foundation differential movement, residual differential elevation and
perceptible floor slope or other noticeable issues may remain following the foundation repairs. Damage to the struc-
ture may arise during the foundation repair installation activities.
The soils beneath and surrounding the structure are known to shrink and swell as the seasonal soil moisture content
fluctuates. Moving forward, we anticipate that some cracks in the interior and exterior walls will surface due to
seasonal movement within the soils, even after foundation repair. Periodic repair of this type of cracking may be
needed.
A foundation and yard watering and foundation maintenance program will help control seasonal movement. It is
important that the soils be stabilized and maintained with grass or ground cover around the perimeter of the structure.
In addition, tree and shrub removal or root barrier installations are advisable if trees or bushes are observed to be
close to the foundation. Tree roots can cause "heave" or settlement of the foundation where roots grow and absorb
moisture over time when planted close to the foundation (tree roots extend approximately as far or further than tree
limbs).
Maintaining the soils around the structure to slope away from the foundation to prevent excessive ponding near the
foundation in areas that are not already sloping away will help prevent future foundation movement. We recommend
that a full gutter system with gutter extensions be maintained to discharge a minimum of 4 feet from the foundation
(not in landscaped flower beds or any other location that will trap water near the foundation). Ponding near the
foundation can cause "heaving" (upward movement of the foundation), settlement of the foundation due to overly
saturated clays soil or erosion of soil embedment around the foundation.
If the owner, at any time., observes standing water near the foundation, we recommend that they consult with an
engineer or a drainage contractor immediately.
We recommend pre -lift and post -lift plumbing tests be performed on the sewer and potable plumbing lines. All leaks
shall be repaired immediately.
r
OF-
T A UTH 0 R'tZ E A iN Y VV` "'], RK IN
j G
CODE Oil ZONiNG ORDINANCE.
L -
C If T Y FP R(D \j"F D P LA N S T 0 B E K E PT 0 N
JOE�`�'-ITE AT /kLL TIMES
DAISIOW
'PI-EUE :�,E DOES NOT APPLY TO CO3NI-STRUCTION IN
E
L �_, R1GHT--GF-`V1/AY_ ASENII N"S 0,R- P�j-F'�
1" HIX
Page 2 of 6 -Date: 3/5/20? C� v
e do not warrant the future performance of the subject foundation and the reader is urged to review the Disclosure
& Disclaimer for other limitations and standard recommendations. The limit of liability is limited to the fee paid for
this opinion. No further agreement shall be made, altered, or varied except by written instrument.
This report has been completed to document the repairs to be implemented by the contractor. Neither Crosstown
Engineering nor Adam Green, P.E., are responsible for liability to the owner or others for acts or omissions of the
contractor to carry out the repairs in accordance with their agreement or for the construction means, methods, tech-
niques, sequences, procedures or the safety precautions incident thereto. The contractor is solely responsible for the
warranty of the work they performed in accordance with their agreement.
Please see the pier specifications and limited repair plan for more information.
Sincerely,
Crosstown Land Development Services
Texas Engineering Firm (F- 15944)
Adam Green, P.E., MBA
Professional Engineer (TX #116597)
3/5/21
watY 0 F_ G'RAP E\/ti'-\!1 E-
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AUTHORIZE ANY VVC �Rl,' IN
G CO'DE7 OR Z0N1[-JG OSIDINANCE.
�')' --F(� -D PLANS TO BE KEPT ON
SITE ATA.L1., TIME
---
�'E
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Page 3 of 6 - Date: 3/5/2aQ-",tD"V'!E' ID, H__
CHAN
t is known to knowledgeable professional engineers that the soils in this area are subject to movement due to expansion, con-
traction or densification of the soils etc. This soil movement could possibly cause the foundation to move after the remediation
plan within the attached report has been implemented and may impact the stability of the foundation and cause damage.
NO WARRANTY IS EXPRESSED OR IMPLIED BY THIS ENGINEER AS TO THE PERFORMANCE OF THIS FOUNDA-
TION OR THE REPAIRS THERETO. Diligent foundation maintenance to maintain consistent soil conditions along the perim-
eter should reduce further problems after the recommendations within this report have been implemented. However, seasonal
moisture variations, water leaks, erosion and other factors may affect the stability of the foundation and put it in danger of further
damage.
14 a I �W
This report is written for informational purposes only and is not intended to be a detailed technical evaluation of the property or
an inventory of defects. The opinions expressed in this report are based on a visual evaluation of current conditions observed at
the time of the inspection. THERE IS NO WARRANTY, EXPRESSED OR IMPLIED, CONCERNING THIS ENGINEERING
REPORT.
The information in this report supersedes any verbal comments, expressed or implied, made by Crosstown Land Development
Services or its principals,, agents or employees. The client agrees that neither CLDS nor its employees or owners will be respon-
sible for:
1. Knowledge of the subsurface conditions without extensive geotechnical data obtained from onsite drilling and testing of the
recovered samples,
2. Knowledge of cracks, vertical differential displacement of floors without uncovering of the floor by the client, and
3. Any other element such as joists or beams and other structural members that is boxed or otherwise not readily available to
CE for viewing, and releases CE from any liability attributable to such knowledge or conditions.
Any prescribed repair or maintenance plan detailed by this report is based on observations of apparent performance of the facility
at the time of this structural survey. Compliance with any code or specification other than as expressly noted is specifically
excluded.
The provided Floor Elevation Map and resulting recommendations are based on conditions as they now exist and DOES NOT
IMPLY OR WARRANT THAT OTHER PROBLEMS AND OR AREAS MAY NOT MANIFEST IN THE FUTURE.
This report was prepared expressly for the client and expressly for the purposes indicated by the client. Permission for use by
any other person for any purpose, or by the client for different purpose is denied unless otherwise stated in writing by CE.
C fCTY OF G RA PEV'k:
CE SHALL HAVE NO LIABILITY FOR ACTS OR OMISSIONS BY TW-- 'CON 4 1 M�TQK
OTE
PERFORMING WORK ON THIS PROJECT, OR THE FAILURE OF T1T__8_=COK`TRAUT-WT_-RFORM I Hh WORK IN
ACCORDANCE WITH THE REPAIR PLAN. CE IS NOT RESPONS�- TOR THE CONSTRUC MEANS, METH-
ODS, TECHNIQUES, SEQUENCE OR PROCEDURES OR THE PRECA, y 'ov, - �4
�E _70NNG �[�,�gINANCE,
CE expressly DISCLAIMS ANY WARRANTY OF FITNESS FOR X PARTWOL 6ha e4jent express y is -
claims that it has contracted for or received any warranty of fitness f9c ic'u',Iar_pyT _qs e, 4ON E
REPORT UNDER THIS AGREEMENT IS THE OPINION OF CE THERE = 'X�'
T
BEYOND THE DESCRIPTION ON THE FACE OF THIS AGREEMENT. E ' !'T E A T A, L a ' I N", E E,
A T
�17' y E
f
RFLED� SE AD,� Cv' 10 'RU" 10,N) IN
Page 4 of 6 -Date: 3/5/201fv F J P,' J F31 t PI: C" `'N 1', Y
MICAMBUZ
I I! I C I I I I P!
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LIFT "•` N:$`w ` • t t.
ti, . ..v«w�=•o FOUNDATION
vNr �wwo,d.ow• r v • '
""'.' «•r'�~>,.r;�s`;,x STEEL SHIMC
SOIL —:�• ,••»•~•w»"•--'"CONCRETE CYLINDERS---
�•`'• ` `®~ °�' `"—CONCRETE OR STEEL CAP
STEEL CAP SHEET
`w~�.�%'.• ,` 2-7/8" OUTER STEEL PIPE--.,� d
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[.f►6.S.,drS .ti 60 .t °tie . '�.t �
;,sties t•a 4: rti•� —� 2-3/8" INNER STEEL PIPE—,00
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°.:-.�` r - :J T H 0 R I Z E Al', r V R K IN
2964 Majestic Oak Dr., Grapevine, TX. 76051 CO 0_ CODE OR ZON't-4G OIRDINANCE.
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EASE NOTE CONFLICT INITH THE E, I JiLiDiNG CODE OR ZONING ORDINANCE,
IS DRAWING IS PROVIDED FOR PRELIMINARY PERMITTING AND CONSTRUCTION PURPOSES ONLY AND IS A LIMITED PLAN OF REPAIR-
DITIONAL WORK MAY BE NEEDED ONCE THE FOUNDATION WORK HAS BEGUN BASED ON THE PERFORM A""H l-fff ZRN
AgppFMED PLANS TO .
PAIR. CROSSTOWN ENGINEERING HAS PROVIDED REVIEW OF THIS LIMITED PLAN OF REPAIR AND IT IS OUR OPINION 1!11TtIT JD ITE -is E OS
ASONABLE AND SAFE FOR THE STRUCTURE. N, T -ALL 1-K
GREEN
NTERIOR PIERS ARE SHOWN ON THIS DRAWING THE CONTRACTOR WILL PLACE THEM BASED ON THE LOCATIONS OF GRADE BEAMS,
M� 21 4% 1165
LIMBING LINES AND POST TENSION CABLES, THEREFORE, THE LOCATIONS SHOWN ON THIS MAP ARE APPR&IMAfE.`THE -GQNTRAeTOR
VIEYV, r k D HNIG 1 S T � 0 N V I S I
R '
ALL PROVIDE THE MEANS -AND -METHODS OF THIS INSTALLATION. ADDITIONAL REPAIRS MAY BE REQUIRED UPON RE _C� E L AS E D 0 E S^ 10 T PI) I T (- r--,
RUCTURE BY CROSSTOWN ENGINEERING. ul IN
F E v E i I Q) � lll:�� A'A,
AS'[ 1— '- ' -f— -- T41
'J' � - s- �Ve"p� i IS IS A PROPOSED SCOPE OF WORK AND HAS NOT BEEN COMPLETED THEREFORE WE DO NOT CERTIFY ANY VlffG, i , - �� r--
UNDATION REPAIR WORK ON THIS MAP AT THIS TIME.
FHE READER WOULD LIKE TO BE CERTAIN THAT ANY PROPOSED OR EXISTING REPAIRS HAVE BEEN COMPLETED THEY MUST REQUEST AN 3960 Park Ln
1-1 — - —111 — I—. -- ... --- Dallas- TX 75220
December 14, 2021
GL Hunt Foundation Repair
5047 David Strickland Road
Ft. Worth, TX 76119
RE: EXPIRED FOUNDATION PERMIT APPLICATION, 2964 Majestic Oak, 21-
0858
Dear Applicant:
On March 12, 2021 a foundation repair permit application was submitted to this
office for review for the above referenced address. Our records indicate that the
plan review was completed on March 3, 2021 but your permit has never been
issued.
Performing work without a permit is a violation of city ordinance, regardless of
whether or not an application has been made. Additionally, failure to obtain your
permit within 180 days of application has resulted in the expiration of the permit.
If this job is to proceed a new permit application submittal is required.
Sincerely,
ZitaMcllroy
Permit Technician
817-410-3165
CC: Silvia Grossi
Development Services Department
The City of Grapevine * P.O. Box 95104 * Grapevine, Texas 76099 * (817) 410-3165
Fax (817) 410-3012 * www.grapevinetexas.gov