HomeMy WebLinkAboutDUALT2025-000675 ECEIVED: 2 21 2025
25-000675
705 BOYD DRIVE
FOUNDATION REPAIR
JOB ADDRESS:
I&I , BIDCK
Immummu
B U 114 DI N G P F IZ,\ I I T A P 1) L I C',VH 0 N
SUBIM IsI()\-
ELECTRONIC REVIEW
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ADDRESS
705 Boyd Dr
Grapevine, TX 76051
LEGAL
Wildwood Terrace
Addition Lot 8r1
S
Wildwood Terrace
Addition Lot 8r1
PERMIT HOLDER
M Brian Ramon
Master Builders Remodel
ers & Guaranteed Found
ation Repairs
(817) 469-1090
COLLABORATORS
•M Brian Ramon
Master Builders
Remodelers &
Guaranteed
Foundation Repairs
(817) 469-1090
OWNERS
•Ann Harmon
INSPECTIONS 1
1. Building Final
INFORMATION FIELDS
**APPLICANT NAME (Individual)M Brian Ramon
**APPLICANT PHONE NUMBER 817-469-1090
APPLICANT E-MAIL
VALUATION 6000
Square Footage 1090
* CONSTRUCTION TYPE VB
* OCCUPANCY GROUP R-3
DOCUMENTS - MISC 01
c Initial Report 705 707 Boyd Dr
02.07.25.pdf, 705 Boyd Grapevine Permit
Application.pdf
* ZONING DISTRICT R-TH
FEE TOTAL PAID DUE
Building Permit Fee, ($150.00
Flat Fee) Simple Alteration $ 150.00 $ 150.00 $ 150.00
TOTALS $ 150.00 $ 150.00 $ 0.00
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).
City of Grapevine
PO Box 95104
Grapevine, Texas 76099
817) 410-3166
Building - Duplex
Alteration
Project # 25-000675
Project Description: Install (12) Exterior Concrete Pilings & (2)
Breakouts for Duplex [ELECTRONIC REVIEW]
Issued on: 02/26/2025 at 4:10 PM
MYGOV.US 25-000675, 02/26/2025 at 4:10 PM Issued by: Connie Cook
Page 1/2
001—
CROSSTOWN
I A CmHANGES REMM STOW
Ebw: %xiiary 72025 APPROVAL OF REWSED
PLANS
Attention: M&ster Builders. Remodelers & Guaraweed Foundation Repairs (via
sut"ect: Pre-Toundadmi Repair (Tarsultatimi Report
vp
Slab Founchutitai
705 Az 707 Boyd M. Grapevinn T7K, 76051 w u
P Q R
awkM "nw-q
W& V"nd q 4 A V: "M WCINDAO -,SA%QLjW.
(Hod Aftumvia:
A40RKPRF,rM-,TEC. NSUN-
NO
Chnoomm WgrileaNg (CE) uss retained to conduct as reviev; of the limited foundation repair plan prepared by
Master Builders, Reniodelers & (Amraweed Foundaticai Repairs Me contractor) to determine. in o1w opllllotlif the
recommended remediation plan is a reasmiable IMan of repair based on the relative elevation map provided.
The contractor pnwkkd as limiwd repair" phn drat included the pier locations and pve-lift elevatioris ha, tile structure
for olur review Plea other into rnia lion "as provided regarding prior engineerbig reports. recommendations for foun-
dation repairs or conmuctOn documents, relative to this structure. If existirig piersare shown in the litinted relmill,
plan. their locations were provided by the client and are approx1raled. 'We do not certify their performance or, ex-
istence. If the reader would like to deternihie if they are present. the), inust contact the owner or contractor to ob-
tain ail engineering cenificate for tem. CE hats not perforrueda visual inspection of the structure,
The slallonjiude Avuundalion has settled towards the areas N-Orere piers are. located on the limited repair plan and
physical damage is present n-hich inAcates as need tear remedial measures according ro the contractor,
Master Builders. Rernodelers k- Gurvanwed Foundation Bypairs has recolullielided Performing the following, ill the
approximate locatioris (if the structure a--, indicated (in the limited repair plan:
1-Tif # 705:
* Installing 14 total pIngs 112 exterior� 2 breakouts), PRo"13i L-
Lit 0 7W FROM RMSTS,�`RED ENG4,15ER,
0 Installing 9 total ltlinj3s (4 exterior. 5 breakouts'). C 0 NiF � r T4 � t 1 G t � T r. J ?4 S 110 N,, A i,,' 0
A',F-PROVAL 01r, PxER WSTA,-LAT*N V4HEN
0 Ad lumig 9 existig piligs.
Upoll review of tile elevation dmwhW and based ort dw cowractor's evaluation of the property. we believe the pro-
posed limited repair plan to be as reasonable and lintited reppain
Eypecwlions onelAddifietall Reconnnewlatioas,
This report provides our reasonable professional opinion of the condition of the lbundation oil the date of the in-
spection by the cmilractor and is based oil they data provided to us and does not We huo cmisidemHorl iway charTes
in the condition of the knindation or sods after dwit dare. The contents of this report supersede any veRml coni-
nwras nwde wgarding the strati behmv. dukig or after the ingWorl, Adthcwtgh document review is ail integral
pan of dw Qmdation repair process. eve recommend oNairdrig a visual inspection by as licensed engineer. CE can
ctwatiAere this N-isual inspection for ail additional fee.
Tits limited repair phn is imended to provide as reasonable inepair to inyrove dw paRnmance of the foundationand
is not intended to level the %ndwAn. "lie coniractorshall determine the anunuil of elevatoii correction needed
based on the reaction of Te mnlottwe during the HA in order to rilhAnize (i.iiii,,igeslaid .id(litioii.iI stress.
. . . .................................................................................................................................................................
RECEIVED2QV2025
25 -000676
707 BOYD DRIVE
FOUNDATION REPAIR
.......... ... . . .. . ..........
M
CROSSTOWN
STWUU:JA,&,A 11G�Ntk H1W, f I U-1 8, y NH G, I 'ON
Because the structure has endured pre -repair foundation differential movement, residual differential elevailon and
perceptible floor slope or other noticeable issues may remain following tire foundation repairs. Damage to tile struc-
ture may arise during the foundation repair insiallatiort activitie,s.
The soils berreath and sairrounding tile structure are known to shrink and swell as the seasonal soil moisture coment
fluctuates, Moving forward. Nve anticipme that some cracks in (lie interior and exterior Nvalls will surfilice due it)
seasonal movement within the soils, even after foundation repain Periodic repair of this type of cracking may be
needed,
A foundation and vard waternro and foundation mairitenance progrim will help control seas.,,orml movement, It is
important dial tile soils be stabilized and maintained v,,ith grass or ground cover around the perlilietercif the
strtac-
mre, III addition. tree and shrub removal or root barrier Installations are advisable if trees, or bushes are observed to
be close to the fi7arrlclaatic,ll. Tree roots call cause "heave" or settlement of the foundation where roots brow and ab-
sorb moisture over nine when planted close to the foundation ttree roots extend approximately ats far or further than
tree limbs).
\vIallimilli1w, the soils around tile structure to '4101)e iVVVV frMll tile f011ia.116011 to prevent excessive bonding neat- the
foundation in areas that are not already sloptno awav will help prevent fultife loundati011 1110N*elllellt. NVe recoill-
niend that al full glitter system with gutter extellsions, be Illaintalned to discharl-,e at minimum of4 feet from the
foundation { not ill landscaped flower beds, or any other location that will trap Nvater near the foundation ). Ponding,
near tire foundation can cause -heavilic," (upward is ovellietil of the foundation). settlement of the foundation due to
overly saturated clam soil or erosion of'soil embeduient around tile foundation.
If the Owner, at ally time, observes standing water near the foundation. we recommend dial r1ley consailt e,vith an
enizineer,or ,I dramaile contractor ininiediatelv,
We recollitilerld pre -lift and post -lift plumbing tests be performed oil the sewer and potable plumbing lines, All
leak-,, stiall be repaired Inimediateiv.
MPMUi REZGISTLRE'�D
E SCIT: ,,9SPECT�OM AND
Disclaimer:
oi:� PHEiR NSTALl-,MNOM WHEN I
We (to not Nvarraill they flaure performance (if tile salb,ject founditionand tlae re,acieris"6rged to review (lie Disclostue
& Disclaimer for other Limitations and standard recommendations. The limb kit' liability is limited to tile fee paid
for this opinion, No further agreement sliall be made. altered. or varied except by ivritten instrument.
I
This, report lia's been Completed to document tile repairs to be implemented by the contractor. Neither CrOSSRAVII
Engineering nor Adam Green, P.I."--.. are responsible for liabilit-v to the owner 01, others for acts 01-olill"'Sioll's ofthe
cc-.)ntraclor to carry out the repairs in accordance with their ag-reement or lor the construction means. methods, tech-
niclues, sequences. procedures or the safety precamlons Incident thereto. Tfie contractor is scaler.- responsible for the
warranty of the work they performed in accordance Avith their af-Treenleirt.
Please see the. pier specifications and limited repair plan for more inR)rnmuoll.
Siucerelv,
Crosstown Land Development Services
Texas 1"Ingineering Firm (F- 15944) 0
A ADAM A GREEN
VL .0 116597
Adam Green. P.E., IBA 41
E
Professional Engineer CfX ---11(),7,97) ()2 7 1�
01"l—
CROSSTOWN
STWUU:JAA,A 11GNtk HIW, f I U-1 8, a WPWAI�0% NH G, I 'ON
DIS('LOSURE & DISCLAIMER
It is knovvii to knowledgeable professional engineers that the soils ill this area are slinject to Ilrovellielit dile to expansion, coll-
Iraction of dell"ificatioll of die sods eta'. This said illovellrent could pos'sibly cause the foundation to illove rafter' tile, rerriediation
phn "thin Ow munched report has been implemented and may impact the stabdity ofthe foundation and , eau se darriagye.
TX) WARRANTY IS EXPRESSED OR IMPLIED 13Y THIS ENGINEER AS TO THE PERFORMANCE OF THIS 1 OUN-
DA'1-1(,')N' OR THE REPAIRS 'THERETO- Diligent foundation ma it itena lice to maintain consistent S(--Iil condrfiolls along the
perhireter should redwe hwdwr problems after the recta nniiendalions whIn 14 red oH hay been implemented, Ho-wever, Sea-
sonid moisture wriathmi, water leaks, crosion and udier Buims inay affect the stability of the foundation and put it in danger
of Bohm dultwage,
REPORT LINIMITIONS
This report is sTinen for informational pmpuses only, aiml is not intended to be as detailed teMbal evalkartion of tire property or
an inventoryA dellm The opial-imis expressed in dais report time based wl, as v1sual evaluation of current coadirions observed
at dw Me of the inspection, TMERE IS NO WARRANTY, EXI)REI,),.,ED OR IMPLIED, CONCERNTING -II I` ENGI-
NEERING REPORT.
The inforriuMn in this report supersedes wry verbal coninients, expressed or implied, made by Crosstown Land Development
Services or its priacqml, ageras or emptqve& The client agrees, that neither CLDS, nor its employees or owaers wid be re-
spwbbk W
1. Knowledge of the submirlwe conAtions without extensive geote"'linical data obulted hwn onsite drilling and resting offlie
recovered salliples.
2. Eawwledge of cracks. wrtival diff0veritial dispicemov isi floors,,vithout uncovering of the rkwor by dw LAM and
I Amy other Ament slich as oists or beams and other sultouind menibers that is boxed or otherwise trot wadiQ- available to
CE Rw viewhWAurd relea ies from any liability attributable to ssich knowledge or conditions,
Any prescribed repan or maintenance plan detailed Q this report is based on (Aseryttions V apparent performance of the facil-
ity at the tinie of this structim! siawy. Untokwc with aMwo& or pecKmion other Oni as expressly noted is specifically
exchide&
The providNJ Floor Ele-vatioriMap and resuhing re"munrendationsare based on condition,, as they no%v exist and DOES NOT
INIPLYOR WARRANT THAT OTHER PROBLEMS AND OR AREAS %1j"-'N(")TMANIFEST1N THF`Fj' _ FtTRE,
This report was prepared expressly for the client alal expressly for tile purposes indicated by tile client. Permission for ivse by
any odwr person D.w any puMmv or by the client for different purpose is denied unless otheiivise stared in %NTitnig by CE.
CE SHALL HAVE No LIABRITY FOR AkTS ORCARSSIONNS BY ITIE CONTRACTOR OR Ill S 's! `B CON TRACTORS
PERFORMINO WORK ON THIS PROJI",(7. OR THE FAILURE (JF THF. CONTRACTOR TO PERFORM THE AURE. IN
ACTARDANCE WITH THE REPAIR PLAN. CE IS NOT RESPONSIBLE FORTHE C(.)\'SFRU('T1ON MEANS. NIETH-
OEYS, TECUSIQT& VMQ1TN(-F OR PROCIDIMES OR THE PRECALA-IONS 1-.\,7(-I[)FN-IAA- I HERET(--).
CE expressly DISCLAIMS ANYWARRANTY OF FITNESS FOR A PARTICI-TAR PUTRPOSE and die Mint exprewly
Maims that it has contracted for or r"ehvd any warranty of fitness Rv a particular purpose with respect to this report. THE
REPORT 1ADERTHIS AGREE MENT THE, ()PINION OF CE AND THERE ARE M-) WARRANTIESTHAi EXTEND
BEYOND THE DESCRIPTION ON I HE FAC E OF THIS A6REEMEN1.
%
F R 0 M �`%, N G, I N11 El E R
M1FURlaill,10 3,11'!Z �N`SIPEVIION AND
APPRO'VAL 01- P;ER
ENORK 15 CONWLSTE
a! 1 1111111 llllii� I isliff' I INVOR
SIDE VIEW FRONT VIEW
EXISTING
STRUCTURE
< <
REBAR EPDXY OR
GROUT IN PLACE
7
z CL
0 a
— I— CC>)
OPTIONAL:
CL Z 0 c')
w
REBAR SHALL
W ::�: D
PREVENT LATER AL
DISCONNECT
W
x W
BETWEEN
a- M
CYLINDERS, 12", 18",
OR 24" SECTIONS
MAY BE USED
PF,'0V0F,'., S�IGNED AND S'EALE-M LCTTEiN
IS e0k,'�PLEM
& 71) 7 BOYD DR_ 6RAPEVIN'E. -rx. i
12" LENGTH
6" DIAMETER
AND/OR
8" LENGTH
4" DIAMETER
PILE SECTIONS
..... ......
of- T,
A GREEN
116597
'I c E t4
02/07/2025
1) N
CROSSTOWN ENGINEERING
FBPFFlRrdF-15',444 VVMl �CROST SOWNENCANE:± RING GOPA
ROSSTOWN (972i5339203 DAl..t..AStJFTRf.)PLEX
STRUCTURALENGINEFRING HOMF&FOUNDATIONWSPECDON
CROSSTOWN
0
707 Boyd Dr
Grapeviiie, TX 76051
"n R -TE r
L nz
FRO"41 REMSTEERED 705 & 707 M)YI) DR., GRAPEVINE.TX. 760S 1
MK0'10101004G$ 310TE ;NSPEC'NON le0lM)
APPROVAI,� 0F,'P,ErR 8114STAULAMhI VA.04EN
WORK M COCVLE-Ti.,
PLEASE NOTE: . .......
THIS DRAWING IS PROVIDEJ) FOR PM JMINARY PERMITTING PURPOSES ONLY AND IS A
LIMITED PLAN OFRERAIR, ADDITIONAL WORK S\IAY BE NEFA)F.D ONCE THE FOUNDATION
WORK HAS BEGUN BASED ON 'THE PERFORMANCE OF THIS LIMITED PLAN OF REPAIR.
CROSSIOWN EN64NELRING HAS PROVID1.D REVIEWOFTHIS t-rmiuf) PI.--\N OF RERAIR AND IT
IS OUM OPINIONTHAT FT IS REA SOINABLE AND SAFE FORTHE', STRUCTURE,
IF INTERIOR PIERS ARE SHOWN ON THIS DRANVINO THE CONTRACTOR WILL PLACE THEM
BASED ON THE LOCATIONS 01: GRADEBEAMS. PLUMBING LINES AND POST TENSION CABLES.
THERE.FORF, Tf IE 1,0(,".-Vr IONS SHOWN ON FIRS '.\ L-%P ARE APPROXINIATE, TfIECONTK-,%( roR
SHALL PRO VIDETHE MEANS ANDAIETHODS OFTHIS INSTALLATION. ADDITIONAL RERNIRS
1, RL M 'I- QUIRED UPON REVIEXVOFTHL STTU RUCRE BY CROSSTOWN ENGINEERING. 02/07/2025
AY 3,
THIS IS A PROPOSED SCOPE OFNVORK AND HAS NOT BEEN COMPLETED THEREFORE WE DO Crosstown Engineering
NOTCERI-IFY ANY FXISTIN'G OR PROPOSED FOUNDATION REPAIR NVORK ON THIS NIAPATTHIS
TIME. Texas Engineering Firm (F-1 5944)
IF HE READER WOULD LIKETO BE CERTAIN TFLAT ANY PROPOSED OR ExisTING REPAIRS Greenville Ave, Ste 320
HAVE BEEN COMPI-ETED THEY MUST REQUIIEST ENG'INEERING CERTIFICATE, FOR THE Dallas. TX 75206
SUBJECT FOUNDATTON WORK FROM THE FOUNDATION REPAIR COMPANY.
CROSSTOWN
705 Boyd Dr
Grapeviiie, '76051
�r 'LED L.E-TTEP
FROP4
coi,,FIRMM40 SM" 1,",,SPECTK0N1 705 & 707 M)YI) M., GRAPEVINE.TX. 760S 1
APf*r,,?'0VAL OF Mr-,M,, MSTALLATiCN VVHZ.'M
PLEASE NOTE,
'rHIS DRAWING IS PROVIDED FOR PRELIMINARY PFRMITTINC PURPOSES ONLY AND Is A
LIMITED PLAN OF REPAIR. ADDE11ONAL NVORK \LXY BE NEEDED ONCE THE FOUNDATION
WORK HAS BEGUN BASED ON THE PE.RFORMANCE OF THIS LIMIT PLAN OF REPAIR.
CROSSI OWN ENGINEERING HAS PROVIDLI) REVIENVO17'TEAS LIMITED PLAN OF RERAIR AND IT
IS OUM ()PINIONTHAr IT IS RILASONABLE AND SAFF FOR *rHE S7RU(71TRE-
IF INTERIOR PIERS ARE S11OWN ON I HIS DRAWING THE CONTRACTOR WILL PLACE rHEM
BASED ON THE LOCATIONS OF GRADE BEAMS, PLUMBING LINES AND POSI TENSION CABLES. J 4 4
THFREFORE,TUE LOCATIONS SHOWN ON]'1US '.NIAP ARE APPROXIMArE. uu, FOR
40
SHALL PROVIDE rHE MEANS AND -,METHODS OFTFUS INSTALLATION. ADDITIONAL REPMRS 02/07/2025
NIM BE RE'QUIRED UPON REVIEWOF THE STRUCTURE BY CROSS-1-OWNENGINI--'ERING.
THIS IS A PROPOS-ED SCOPF OF WORK AND IOUN
HAS NOT BEEN COMPLTWE EED THEREFORE DO Crosstown Engineering
NI C OERTIFYANEXISTING STING OR PROPOSEF D DATION REPAIR WORK ON THIS 10APAI' THIS
TIME. Texas Engineering Firm (F-1 5944)
IF THE READF'R WOULD LIKE TO BE CERTAIN TnAF ANY PROPOSED OR EXISTING Rr--,'P.AIRS Greenville Ave, Ste 320
HAVE BEEN CUMPLETED THEN- MUST REQUEST AN ENGINEERING CERTIFICAFE FOR THE Dallas, TX 75206
SUBJECT FOUNDATION WORK FizoxrTHE FOUNDADON REPAIR COMPANY,