HomeMy WebLinkAboutSFRA2025-002358ADDRESS
2633 Stratford Chase,
Grapevine, TX 76051
LEGAL
Western Oaks Estates
Blk B Lot 13
S
*06713416*
PERMIT HOLDER
James Oursler
Granite Foundation Repa
ir, Inc.
(972) 412-2171
COLLABORATORS
•James Oursler
Granite Foundation
Repair, Inc.
(972) 412-2171
OWNERS
•Anthony Busbee
INSPECTIONS 1
1. Building Final
INFORMATION FIELDS
**APPLICANT NAME (Individual)Claudia Martin
**APPLICANT PHONE NUMBER 214-304-5453
APPLICANT E-MAIL
VALUATION 7508
* CONSTRUCTION TYPE VB
* OCCUPANCY GROUP R-3
DOCUMENTS - MISC 01 APPLICATION.pdf
DOCUMENTS - MISC 02 2633 Stratford
Chase_Busbee_Grapevine_Intl ER.pdf
* ZONING DISTRICT R-7.5
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 - Residential
Alteration
Project # 25-002358
Project Description: Foundation Repair / Installation of 10
Low-Profile Steel Exterior Piers and Adjustment of 4 Exterior
Piers [ELECTRONIC REVIEW]
Issued on: 07/01/2025 at 6:15 PM
MYGOV.US 25-002358, 07/01/2025 at 6:15 PM Issued by: Connie Cook
Page 1/2
July 01, 2025
Signature Date
City of Grapevine Building - Residential Alteration
Project # 25-002358
NOTICES
1) ALL work must be done in compliance with the 2021 INTERNATIONAL BUILDING CODE.
**ALL work ISSUED prior to January 1, 2024, must be done in compliance with the 2006 INTERNATIONAL
BUILDING CODE.
2) City Approved Stamped Plans must be on-site for ALL INSPECTIONS.
3) Project address must be clearly posted at the job site.
NOTES
> 24 HOUR INSPECTION NUMBER
METRO (817) 410-3010, CUT OFF TIME FOR A.M. INSPECTION IS 7:30 A.M. --- CUT OFF TIME FOR P.M.
INSPECTION IS 12:30 P.M.
> PERMIT ISSUED IN ACCORDANCE WITH APPLICATION ON FILE IN THIS OFFICE.
THIS PERMIT SHALL EXPIRE IF WORK IS NOT COMMENCED WITHIN (180 DAYS) OF ISSUANCE OR IF
WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF (180 DAYS). THE ISSUANCE OR
GRANTING OF THIS PERMIT AND / OR APPROVAL OF PLANS, SPECIFICATIONS AND
COMPUTATIONS SHALL NOT BE CONSTRUED TO BE A PERMIT FOR, OR AN APPROVAL OF, ANY
VIOLATION OF ANY OF THE PROVISIONS OF THE CODES AND ORDINANCES OF THE CITY OF
GRAPEVINE. THE ISSUANCE OF A PERMIT BASED ON PLANS, SPECIFICATIONS, AND OTHER DATA
SHALL NOT PREVENT THE BUILDING DEPARTMENT FROM THEREAFTER REQUIRING THE
CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS, AND OTHER OR REQUIRING
CORRECTIONS OF THE CONSTRUCTION ITSELF.
MYGOV.US 25-002358, 07/01/2025 at 6:15 PM Issued by: Connie Cook
Page 2/2
t
late: Itrly 11, 02?
Attention: Granite Foundatttcart Repair Inc. and property Owner (yin etnatil)
str[�ject: Post-ltcl:aair Foundation Repair F%atltration
Sla h l'oundation
263,1 Stralliard Charse, 760t5 I
Good Afternoon:
C irar€tits: I'cftrndatfion Repair file. (tile contractor) retained Crosstown Engineering (.0 E) to visttarlly irf-
slacct tirrandatloll repair., completed by 0-a€trite Foundation Repair Inc..
This r-el1011 ItraaV icdes Ottr r-etrscrraarlfle Irr-cafessiaarrarl opinion of the Condition ol` the ltrrrndaation c>rr the darts°
Of our inspection and clues not tale Intel consideration ally changes in (lie condition of the to nadaalican
4>t soil, ufter than elate:. The ContCMS crf dais relacrrt t,nl:tersecle any verbal comments made regaarklinf� the
structure before, drain-, or after the inspection and this report 1vils far-cpa red for exclusive use of the
person or persons this report was prepared fiar and arc do not lime atm, obligation orContractualr�elar-
tionsltip to ;tray° other party other tiaras the Party this rcl osl was prepared Iisr. t llasersa hearts liar Conipfi-
anace with any code or sper:ificartisara rather drain those explicitly started are nol included.
The SUblect fiat.rradaatic}n ��afs ti,-,LKdly inspected and at floor elevanions sttr�ey >cas performed ill areas
that were aaceessibl,: at the tinge of the inspection. The opinions proidCd w ithirt this ref oil are leaned
on the em eric.nce and jt€kknilent of tile inspector and tilt i€a31ar€atatti r€a provided at the time of the in-
sltcetisart, This report alsoi� cs ear : iracerill" afdv ice with regard to the: lest and most economical repair
method assuming normally expected strlIst IT,Itcc° i:crrtditicrns and conventional construction methods. It
is known to till educated err}uirtee€ws with knowledge oftlra active sail supporting (lie structure that it tirll
repair plan would include tine underpinning of tlae entire structure and is not economically feasible due
to tile coast vs, laenelit and file risk ofresultirr� clarraaat4�1
,cii°ope ol, WorA Lhnitartiona :
1-his report is Im informational pultposes only and is rfaxt intended it) faro icde tr deviled inventory of
defect:; or a tCCIMiearl ecarlrrattiafn Of tile st€° ldttr'e, drainage system or flae overall property, The inspec-
tion excludes plumbing, tests or procCkittr-CS, verification of previous 9irttnc],rtican repairs, fi'arttaed Super-
structure, detached buildings, privacy oi- retaining avatlls. general site drainage away from the st.rt clure,
material and sail sat€ pliwvtcsllncg, and verification ofconcrete reinlorccrr eart or knowledge of'the. Ica-
carticrra tal` iratericar E.,f MIC Iae;fnas, boxed struc:ftrrtal members not in plain si-lit or previous repair work.
The client or individual ordering this report agrec that C'rosstowll FrWirftrer,i€aye is not responsible lor°
knowledge of the subsurl'atce Collditicrns Witlrcatrt extensive geotechnic~arI MkICStis ,rtirarf includille can -site
drilling or testing of-;atnfplcs.
1 of
CROSSTOWN
The 1'aure parol-ma nc:e of dais haft€aciadon ctantr of he prechc wd chic to vatr kibles om of"the cotrtrtai orthe
impecron Thucf`care, this report does not predict or watimult the future p erfiarm ance cat' ilic: sulajeci
littin(hition and the reader is enc:ctur gecl to react the entire report.
Ilcn-unum AM,':
"Hica Contractor larovicl d a lir'raitecl repair plan that includal the pier locations and pre -lilt elevations liar
the structure fur our iv\ icm No other infonmadon was provided rc:w.?art.ding prior en4ginc't;ri€ g, i-l`llt rus,
recommendations tirr krunclation repairs or Construction documents relative to this structureIre.xisi-
ing pim are shown in the Ihnirccl repair Ilan, their locatic?its avere pariat iclecl b� the client and are of>-
pnoinutteti. We cica not ccrtify their lac:r'lia€rnmwe or existetic:c., 1 ilic reader,,voulal like to determine if`
die: are present. they mum c ontaet £he cattier for t'Cintrumir tit Main ,in engineering certiAc:me Ar
the ni,
1)caetrnacnts that lai'c.aBle original structural design draatint-s, design conditions. or "as -built" drawinn,�s
or still) elevations at the time. Of ectnstt-action were not available ail tlae tints of die h alaectican. Imere-
fi}ro knmvleclge of intcrior gm -a de lrearn locations or cttlter 1i611€1datticara irli-or€ilea€tills is unknown.
G('atc cal t)Itsc ra° rtir>rr:
1%r the pur'lacases or this report directions will be ciwoked n ing the fernas left, right i mat. load Inc k
m ith the Am rethriAg to the `isle of'the str mture indic a€tcc.l On the limited repair paiart.
11re structure is two sra#vies filth "Ah at slaty-ongracle iiatrrrclaticarr. ,l..ltc l)rintatry' sn`uctnr<al syrsfent of'tltc
strttettire is a mwd trialicd stsicna \e ith exteriorstucco and interior ch'y\at11 with Various firrishcs. The
lisarrtcfation vas not e\posecl during our inspaecticin and "as coo red with various floor -covering, tvlae;.
(irmUnt , I:)reritrca, o l mAn and d'<merzrdon Clfwr°r°ta if,a�.ti
The terrain inantechmely surntunding the structure was visually observed during the inspection. We
ohscrved tlae i'011ov ing:
• "I'lae gutter system i:, asclecluaric:.
'File drainage system is aticcltratc°.
• The terrain is laandsealaccl %viol grass, several Ines, and some shrulabei—N- . :^dame irces and or
Shrubs are chase to tlae fiat€nclation.
• Disturbed sail in the area ofthe repairs was observed,
A r'eiativ L i levaticrn Muir survey "as per€Ynecl using it i'ipalea el Pr°o-2(}0013 it) maps the sr€rfac:c: to poc �-
ritphy tWthe fl mr or We living arc=it and garagc of prescnt) he floor plans and the elevations are il-
1£tmmed ooa the lintiteci repair plan. The elevations were adjusted based on the; flooring, type C11Ccscr11-
icrcd to he tail tlae same plane its the bme point floor ly plc. 11' a garage %vas paresc nt, tlic garage ceiling
tsars measured arracl a djusicd to he on tlto same plane as the 6a€iridmion, 6amue Mrs are desianed to
slope and are not its of ic°ctive on measuring foundation mo\ clueiat.
M
CRO II 4 Ss ONNN
i 'iXind (11J.at r vcatirans:
Based cfti tftrr obs'er aatiafras and rcvicafv cat`life limited relfaair plan provided 17\ the camirarc.lcfr. the struc-
ture hats e\pericttced genc€al 1`61111daticrta movement ova dill- li1'v of, the structurc, re'suhim- it3 th ic•ti
side of, tile. strac•ture 11611Lt lot,\ with rc,' 1pect, to the rust fit` the strttcktttre. We € bser � ed clr.\ \\ all t:rac ki ',
ceiling cracks and trim separations.
l enutc%uirm Repair i>t'wdi ,',
(11-alitc Foundation Repair Irac;. pet'lifr'nled the tAlo irtt" ill tit: approximate Ic}t~irnoll ol, tile st€-u turc its
inclica (ccl on tile: liasaitccl repair plan:
lrast,alle€d d I total pilings ( io exterior. 1 breakout).
At AdJustecl 4 existing pilings.
The purpose of the installation was to provide support and mitigate tlaawnwaand rr ovctatcnt ira t.hc a'trc:as
ofthe installation. The fou€ d ation repairs €ilea tar exceed 021 IRC. To tlae best and'our knowledge the
11
Contractor has perd'ormctd lire limited repairs ill substantial c(a€adifrnaa nc;e ~ tih their provided limited
repair plan and our pvc-rc patir report dated (}tf,13. 5, including any ;rlfdfrovc d cltam.!cs.
A1,linlel mcc., t Jpporfunitie s:
\Ve recommend beast-liti Plumbing tests be p rlorta ed cart the seltke€- and pa lablc: l,ltrrlibing lilies and
ally lead, be inauaccliattcly rclaairctl. `File results ofthe tests should he lfrox it ed to (fill- office,
latirtt:tiraira{. as I'll]])' 11111CtiOtiitl4" cuttelt � Steal will rrfini€mire ponding, soil loss and cro,"'on. ;trill t, ill
1wilt Control scatsaarrarl l-trtfietaaent nca r the lifttntiaation. The ginner systcrtt should direct strfrrrr-t'filler
cdi:sc:laan!c awilv drom the li}tttaclarticfra thr-0ca<pla to at well-driune<d area th,rt is _�r;dcd away
fi-otra dw tiff€nalaationt € ptUn alk. \ce rec(fratnaencl the 4guiter system discharge Vitt ira-`-trzaurtci solid Pipe
it) al- low-lying, arch t'ar aatat} from tile: Ittundattion.
Vc"Clatioll mainleflance attaci at I€attndat€cr€r and varci-watc:rim lsacr r,tra€ c� ill atlm) ]fell) c(frairi$1 se<tscfraatl
silo ctaac-rat. 11,ti€ataai€rime era>rt>i,tc°sat ratcristttr-C Ie\el5 itt strpportim, soils It ,111 tittle, ol'tine 1cau. is racces_
sarry. 1t is irtaponaatrt that tine soils lie sta bilizc d and maintained will) s rctss cfr° L11,0trrt(1 Cover anitind tine
peritatetcr of the structure tcf lfrevctat erosion and an exposed or improperly crrrtlteclded difttraalatlionr
l...at€"ue of itled itill a-s€ved trees, and even large or numerous shrub,", .'.ro Iile,. loo close it) it Iititndation
call a drattaatticatlk efl c:t tilt ratoisture Content of, tile sails i\ ithin the Zone eft' irad3t€enct: bencath tilt oruc-
ture. Root sy'stCttrs extratc:t 1atrgc quantities cff,watter ti-om underlying SOH; at€ael result ira lair'"e V011,11ttc•l-
ric: Changes in rile soils (Shrinkage). As tine tree absorbs Nv,ater From tine sail and tite Soil volttttac° dc-
c;reil"es, the liftttaadiuion will ,nettle ill unsupported. 11' lfrarhlemattic roots lire observed. we recommend
ra:rnov;tl or in-sonliabon cfltrce root barriers.
Ciradira"; ol, tile s<rils around tlae lcf inflation is a critical clement to your I'Mintlations heaahla. Slopint, tilt;
rca€ra tlae hefrttc' Land preventingwetter front hooding nearthedifurad ati(frt is needed tcf prevelli
soils 'may l
satil °'h atvc II'dfon dino is noticed near the louattlaation during the rariray scasonr Consult with all ellui-
raeet' air ,t cdratiraat"c contractor intntecliaate ly. Over -saturated d soils Cali Caause. `11cave" or settlement and
d
contribute to 1'tftttrtdartion tra(fveraac°nt.
� f � 4�UMI '�ti,, '� 4'� t 7 s �i y�• A �' � t
I..rtrrc trrtions o he i.irraitc d t-'lyundinion Repairs:
This Iitiiitecl repair plan is intended to provide as reasonable repair aaticl to its proNC the foundation atticl is
not intended to level the I'Min(httion. The contractor determined tile as€ bunt of, Cle atioti Correction
needed based on the reaction of the structtaa•c clita ita tfie lift it) carder to minimize claanma t es and addi-
tion -al stress;.
Because the stntctaare has endured fire -repair liataitcl<itican clil'tcl-c•tttiaal lnotvaiicaat. residual cfil`tcl-Clitiatl
safe°\:atiaata and other Cosmetic: Isstles, tiaaay relliaaiai fi.allowiii4. tile• fist ntkiticraa limitc•cl lepatir. sticla aas iaate-
ti0i' arncl exterior wiall distf-Css, clooa stiCkiti , aaricl cltaciett:i�° lea€siitt_.
i'he oil heneath ailed sttrrouncli€ g the sti•aic:ttaN care ktaoM ti 10 shrink and sccs:ll as the seasonal soil
moisture content ilucttuaatcksa. )vlo\ inn fonvaarcl. we aanticipattc thait some cracks ill tlae interior and exic-
rior icaalls will s ll-fcice chic to seasonal movement within the soik even after iiiundaation i-cp air (it`per-
1,araiiecl), Periodic repair ol'this type ol'craacking axiaay he needed. I loatiever. If' Cracks appear to W01'sell
;md there are new indications cif' fiatanalation rhos c:mCM. We rcc:otiitiieaitl i-C-evalu<itiu(; the structure,
l `ncicrpins (a.k.a. Pilings or Piers) are constructed cat` steel or Concrete and Cost mid per tktrriiaalice will
vary. Cletierally speaking, tl.ae deeper <a piling is installed. the letter it eeill perfiarm, Sli.alloe in,,uallaa-
tions maaN be acceptable it' tlicy are terminated ated into rock, This iriliat'matioai is Me<tiat tea ,cry c, aas a
.-tticelitci.ai if�,tiaseciaitcai<tlilitTi
cicanc` v ith data t'€•csrai a site• -Sp ciIic Soil; in%estig atiori. Such ;ln inve. tiu atioll xcaas not ;arm ic.lccl and is
not <a Bart of tilts scope of' work, bias we strongly recommend obtaining, this data. fi`ihi s data Is iiot 111'0-
e is ed. our pier design is only intended to be <a miitittium standard kised solcly upon :tvc ra gc sail Con-
ditions its file i-yeneraal location of,Ifie property attics as such, may not necessarily farmicle maxiaaitana per-
l'orniatacc,
i his ltti17 er:
It is fc€iciwn to educated professional engineers that Ille Soils it) film, area are subject tci laic}vaTment due
to C\11ainsion, Contraction. or densilicaatioii of'the: soils. This soil tiro\ement cciulcl pos,silil\ catuse the
foundation to move after tile: rear ediaatiori pl.tri has been implemeti ed auld may imlinct the stcalaility ol,
tfie t« taatcltation ;and Caausc: chmlaage.
We do not warrant tile; Fulltre performance ot'thc subject Ioian(hillon and the; reikler is uryoccl to review
this, entire rcpori. The littiit cal' liability is liriiitecl to the fee paid Cor this; opini(m, No Further ca=11-cce me:tit
shall he made. altered. or uric: except by w,ritmi instrumcm. DiligCtat I01.aitc.laattoll tails€itcraanc°e to
maintain consistent soil conditions along the perimeter should reduce further Problems aaftccr the rcc-
OtIlIlleodations within this relic>il have been implemented, i lowcvc°r„ sC,asc}alai nu>isttare V aariattions. w a-
ler leaks. erosion and lather t`tictors may affect the stability, of` the fia nd atioti and Matt it ill danger of
Curtlier tfatniai;R,K ,
Sm
Neither Crosstown Enaiaccring. its sub-ccrtttrac:tors, nor Adam Oven, l''.1:., are responsible lire liability
to the owner or others for acts or omissions of the Contractor to carry out the repairs in accordance
With their car for the Construction areans, methods, techniclucs. sccc twnc cs. procedures or tits°
sai,Cty precatrticerts Incident lllcretca. The contractor is Soleiy responsibic, r'cr the warrattt% of (lie worl';
perk)nmr cl in accordance with their agreenlettt.
Thank you kw choosin-g us to ev alcratc; Your I*OugtclatiOtt.
CrcrsstoN rr Land De% Clopment ser� ices
l..cxas l.:rtx in c°r°ira Firm (t°-1'39 4)
Adam C ircen. f'.1:., NMBA
Prolessirtrttrl l:ncglneer I;TX ,', l l059"17)
t
O 1 1,'2025 �t$���� rIC� "�;��ti
C:ONS!RUC{'ION NOTE: IF IN'I'FRIOR PILING LOCATO'vS ARIE S4-!C)WN
ON THIS MAP THEY ARE APPROXIMATED EEC AND ARE LOCATED WITHOUT
§iN0'v%°l.E.0GF OF THE LOCATIONS CAI THE INTERIOR GRADF BEAMS,
THE CONTRACTOR SHALL MAKE FIELD JUDGEMENTS BASED OFF Or'
I HFIR GRADE BEAM INVESTIGATIONS AND OBSERVED SLAB QUALITIES
TO FIELD LOCATE THE FINAL INTERIOR PIER LOCATIONS. FINAL SCOPE
f"L.#A C: t:C <W A ] QF A aJ00n% I rtl 11V TWP i-Mr.37%1t:PR r)P PPrOPf')
A,G
A-C
a
PLEASE NOTE.. !F ! XISI'ING PILINGS ARE SHOWN CAN THIS MAP,THEIR
IR
LOCATION WAS PROVIDED BY THE CLIEN l AND IS APPROXIMATE. CE,
DOES NOT CERTIFY THEIR PERFORMANCE OR EXISTENCE. IF THE
READER WOULD DIKE .I.O DETERMINE IF THEY ARE ACTUALLY PRESE=N1,
THEY MUST CONTACT THE OWNER OR CONTRACTOR TO OBTAIN AN
ENGINEERING CERILFICATE FOR THEM,,
p' \
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PILINGS,INSTALLED I I TOTAL PILINGS (10 EXTERIOR, I BREAKOUT).
ADJUSTED 4 EXISTING
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LIMITED ED REPAIR PLAN 'NOT TO SCALE~ - ALL LOCATIONS APPROXIMATE
E
PRE -LIFT ELEVATIONS BY CF (......_._ ? 0, 0 POST -LIFT ELEVATIONS BY CIF (C)i i 1.2i) (X.)
ELEEW\TtON BASEPOINT INSTALLED PAD/BLOCK
INS"FALLED BEAM EXISTING PAD/BLOCK
EXISTING BEAM INSTALLED PIER
ROSSTOWN
EXISTING PIER
INSTALLED BREAKOUT PIER
EXISTING BREAKOUT PIER
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