HomeMy WebLinkAboutSFRA2025-0004192 ECEIVED: 10/31/2025
95-004192 DATE OF ISSUANCE:
GRAPEUNT 911 EASY ST
FOUNDATION REPAIR PERMIT 9:
BUILDING PERMIT APPLICATION
JOB ADDRESS: T EA5
17&091 #
LOT: SUBDIVISION:
BUILDING CONTRACTOR (company FourdoiyL
CURRENT MAILING ADDRESS.,
CITY/,STATEIZIP: _:R 4 f PH: dX
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PROPERTY OVMR.* I. . ..... .......
TYISTACURRENT MAILINt-' ADDRESS:
CITE/ZIP: PHONE NUMBER:_w ou 9 N,05
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PROJECT VALUE: FIRE SPRINKLERED? YES NO
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PO Box 95104 Alteration
Grapevine, Texas 76099
817) 410-3166 Project # 25-004192
Project Description: Foundation Repair [ELECTRONIC
REVIEW]
Issued on: 11/11 /2025 at 8:39 AM
Grapevine,911 Easy St.
•0
Jamie PERMIT HOLDER
. ,, i
D, TION REPAIR
4r +tit
1. Building Setback
r'. Building Foundation/Footing
",
Jamie Herriott
8176401000
8150-00
17
VB
-3
911 EASY -CITY PERMIT APP.df
911 EASY -INITIAL ENG.pdf
-7.5
TOTALr DUE
150.00 $ 150.00
10.00 $ 0.00
i r � � y i` '' i` r i`! •
CONSTRUCTION. IT IS U1EIRSTOOD E *F 11•
DOES NOT`y OR AUTHORIZE ANY VIOLATIONOF it OR
ORDINANCE OF • I FURTHERMORE UNDERSTAND THAT PLANS AND SPECIFICATIONS ARE
NOT r FOR HANDICAPPED ACCESSIBILITY BY THE CITY AND THAT
THE DESIGN PROFESSIONAL OWNER IS RESPONSIBLEFOR OBTAINING
SUCH APPROVAL FROMTHE APPROPRIATE y AND OR FEDERAL
Page 1/2
MYGOV.US 25-004192, 11/11/2025 at 8:39 AM Issued by: Amanda Robeson
Signature
Building - Residential Alteration
Project # 25-004192
i
i
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 206 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
ET (17) 410-010, CUT OFF TIME FOR A.M. INSPECTION IS 7:0 A.M. --- CUT OFF TIME FOR P.M.
INSPECTION IS 1:30 P.M.
PERMITISSUED IN ACCORDANCE WITHAPPLICATION IL IN THISOFFICE.
MMIUM
i'• ill
Page 2/2
MYGOV.us 25-004192, 11/11/2025 at 8:39 AM Issued by: Amanda Robeson
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Initial Report Air Foundation Assesugetit
Datt4: Oclohc:r 21t° 2025
Attention: Str'aig;ht 1-in Foundation Repair ('11w Client)
titrlhject: Foundation Re\ io%
911 "I%y it.. C iralhc r hie. Texas
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RECEIVED:lOi3112025 '
12M=2
911 EASY ST
FOUNDATION REPAIR
t�tltcht`ir.artion aan(l_� ° )p ,
ticartbr t:rhttinc°ering Consultants, 1..1.(' tNLO f has been retained h� the Client to 1hc°h'fxhrrhh as rcti wii, oftlhe
t:^c+ratt°;tc°tt> I kin dated 104,2025 i rr the slap on grade I`crttmha€km symcttr ofthe I Aorii ae,,,idental lea ine
%h ith hick \ c nec:r located Oat the ,uQlc:t acfcirc°ss referenced athchc'a;. This rc.lhchrt Ihr«® kks s;txialeaswc as to
" hedi r or mit the cWithg ii>aind atkni system is in reed u1°r'a p air "` 1w report also 1>rcrlsOSCS ,a
r'c'cththrnieltded plan it'I—Qpair", .are needed.
NIX* per€ornied a► r' vic" of We ('a:rhtr:wRvN plan far be fihunclattkn Gn Me ,trlhjec°t Ihrchl pry tat
to ?c1'_'tr'>. 1 the (°ghrrtraw ahr also Ihnfittt ed a llom- tgatrr°cy tag ng it Z#Wel 14Y201K) seric A collecting
€.c°i>tti�c fla aat' c.lca'asttrcrh�, tch aaicl rrh 4crrf°sac°4 tchlhch rarlhlhe' thh<rlhlhitt& c+f t1h flchchr`( ). I:inattlon sIhc mn arc
acfjt,4ted lia the It the of thuiring encountered tct reflect a consistent nicer"Itrr€hg plane, The €trial) o the
e\iatirtrr floor ele\art€ow' Can liar seen it') the to this relh<'rrt.
Based (in revic" o tlhe Contractor's I'hl.trh fits tlhc fihtsnd.nion. aiul reaasonatlhle Ihroteooional a~trl steering
calhit-Sm, L=aV%e doc°rininal that sc°ttktha; u of Me iimtridvaion Iam occurred <t€rcl .slu"rici he repaired.
A h hchug h conqAele lei elness cannot he ,.ltr.rr'a»rtttecd, ahr^ rtuy not he atttainarihlc, the t, ontt'<Wtor`z proposed
Ihhm Wild tnhlhrove We Iha rlihrthtarhe°c, ihi`tlta: lin€nctltttichrh. It is wc'catatthtc°taclt:cl that tltirievu (13) t>e:» 1iiers
fic: installed and six (6) vi isting piers the adjusted as inthemed £art the ligairwo) attached to thin IVIhatt°t.
Wattions cat'rrhtcrttaal I lei—,, Iif tta't'dCd I are intended tth Ile .alhlhI—oxirhz;rtC. °l lie Cont tasclor NihotIId locale Ilhc
Ihctatrhhs and plaace, ttnernal lVer4 a sc°c°ahrcirngl�, I°trr"tlwi—more, the proposed lonthclattatrh rc°Ihatr-, "hall tt'tcet crt`
...,.....:..........: ,., ,... ,..:.,,e...w„ �.„ .„:......
r ac°ccc.I i.: to rh t t .. i' to°rntttixstt: i :°+ c �� );tier I .'i i i "' :r it r l>hte" to foundations anti
ash) laical alhlhlic:arlhle amencdahhenlo to the IRK
This report iv solc°le hatsc d a+rh intchrrha.aticarh *g atl oul f'rctrth revie ng Ow ('chrhtraattcwr l: Lin. and two wit
salsa itrtah erica€h,icic ral:Ion :any c�lhcat ges in c,a,r dhithrh of be finmc.lation or soils .alter' Hie (hate �a`Ihi h Hieiraiahrrnwichn "w gatlhc°rod..
..................
s^",,. APP^ sx ^ "'"t u' ati1'..;^"' &. ":'.� tom.»,.'::„''✓a„.1; k' m, e..
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APPFUVANuw. f""I'EiM^"aVMEN",
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4 tt'xir V,a'x WN-`g:,l..FAMING CM ,.art.%^iWW,
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ALL 111ANGES PAUST BE APPROVED,
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General ner<al Deer ctrtttarertcl;rt iatns:
It is rec ontrnil leas (halt ;a =£t11106in' sate rn be installed irthe house tMes ttrii 6 axe gu ter, Irotcalling of
gutte rrrtag sy'stern wil tlrrect %v ater aaw y Tint we lctnnclattiatn am! reduce the potential tttr- anyond erosion
now Ow l rttauiaation Rwting
It is also rt.<{?trttttertcic cl fillet the plumbing systems he checked afterany ny repairsare made to the liannd atittn
s)st in, Miccal nac.are,ntent etf"the foundation sy'ston can iaraptttse stresses on tire, pltrnthhV int"raastrtac.°tttre
and cause leaks.
It is re°cornnicttcled that soil grading be nraint.rineci sare`h that the bottom portion ot'tlac iiaundartion is helo\,i
ptra dcl as per, the mgoii enung, "We and ca umerintit system he utilded aaret wki they pc°rr nocr° of Be homc:
I luctuaatiasrts in nunsimv vorttertt of dic soils near Ow RnIncl;atia:an or We Mae CM c'<aum clif'f'e°rennal
senlerrtertt. Wthe rrrcrr>trrre Content is kept consistent. the Potential for alit'fa rerttiarl ntctcentent is rnni�,me&
l'urthre n ore. pr;'atprnt.r atctantd tile; pterinicter oftile building, shctnlcl he rnaarnt,ainecl a, slop"4ina>;, a%%as from the
foundation art ar mirtinrn n, of h in he s full "$hilt the first 10 feet lhnn the iaratrrcl:atit=rt. Mich atraathne..,
e°tartfiguraticear sbiti a! ptrci,a:ut loc ah/e d coaster arcra.°tumdaatir g atrnuml atrec'►s of Be a nnae.laatram `tiaatm ated
sods decline in heraar6y c;;aptatc°it'+ am! cm rewlt in differential settlement ofthe tiaundaation-
l.trtritatietras.
I°��ss...report is Intended for, infornt,ak" pturproses only, am! Be stdo use of be < row ;arttf, car h<artwestb°na.
'fire sctapie a,f"this report i% lartrrtecp to tltc ttc efts related to tltc Aanattl,atiern �y,stcr3t ctttlr, :arrcl it r, raneit tsctroc,p
Chart de'teciion Of, aIt C\is€rnpr, c+r Potential defeats i, not lotsibfe for this type Of 0:rh.a,atrten. l lie rntent of
(tars repacer"t a.hics not inclutic 'indgine,tat on a" it tile., superstructure. dct.tchke d btatldirtfgs, rvt:1i1ln1g or
pi-h acy ac'a& erctrte`re°tc r-exrnfirre°enrent anal Or she t.fraina ge. lu arelclitiaart. flee° ;e°trpte e>i tilts rc ptaert e erpn<la ,
material ;nre! %tail sa1npting-': testinC> par(wedures and as such Nvere ncat pte°rforma;al, The rep on is matt to he.
€rest! hN smilers Q ail l'umpose "itlund our tiN ritte:n consent. Compliance evrth arrrs rode or sp cc°if caltixt
odwr Ban as expressly tt<rted in tlti, rop ort as spte cifie°r Ny e°xelmic& It is tire r"eNpon-ul}ilat)' of ,an
((,Aw raacuir° to Aide by any Bather taptpltc able erodes or specifications,
No "Aar uty #err any repaairsa liner"e hmntl,atit n p erfprrnuntcre, start"ttrre, %egela"on, or, soils at tire, srrltiect
property acre offored by this r-eprtar€, nor does this report imply array Iiathihq tar `til"K mw I An"! Nsrrtaer, PF
f«rr any work to he pie rffrrrrtm! as at r°esuh Of fibre IVp'atrt. It is understood that soil, ill tht4 area a°\Pc°n rice°
"u"enten€ aloe to ntatisture fka:ttratrc; nw Such soil ancivenaent c of d coruse tile.° fowntlaa bn tth nume .aner
tile° rcotrrtrrtoulcd re;p otirs Svc been rrrat e, Any ptrttr: itlecl Il+leer° clt c aaticprr ap.atar arrt<f s^exearntrrzeatalec9 ;re iiaarts
are b a.scd alit soil conditions ;t, they Mint the tittle erf"tile evalUali ML NV(° h1es wot cvaarr,utt or hnpIy
that a rher problems nurr' ncit t7c.°ctrr in the future. No Nvarratnty. esolvessed or implied. rs matte^ or huencleal
ante( Be limit of habilay shall he limited to tlae fee paid for this report tat tits 1111te ofer arltraation.
Report prepared by
Nor'tia:r F'nfginecriny Consultants. I.I,("
fc Nats Engineering l inn t I - f (,tit 0)
Ilan"I Nor -tier Ph,
Prolctisionaal Engineer I -1113157)
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VC ,a 1,;Z IS q COMPLETE
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Straight Line Foundation Repair & Drainage, LLC 817-640-1000
81210A While Settlenient Road Fax., 817-900-7222
f'ort to()rtjj' 'f'rX 7roj08 www.straightitiiefotinciatsonrepaar.com
Ernad adaress,
10-04-25
Mailing Address,
Contact Phone, 817-209-8465
Specifications:
1,
RIMMUMOM
$8,150,00
Prepared For: '\ I'l r" tz i \ 1'! ( t a b
Email:
Crapevinv, 'I X I
Additional Provisions:
A tsaf to ex sli 4 r,
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Install 8 slew extedorpOIN
3 which rVivire con(rele, breikinas
5 interi R6€ rS Wilt) tffrV
V(S 1,11 tj 11b''
0own ro;oyment $4.075,00
Balance dtm upon coonpletion $4,075,00
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PROVUDE SIGNED P&,lDl",EALED LETTER
Too
F.RW4 REGISTEMCK) ENGINED"',
tow;
C,0PHF.lW8'Hl,3 SITE AN, D
AF-lPR,0VkLMM OF P�ER �NSTALLA-I'lC]PN VvFi�,ar�j
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Existing Pier
New Pier
Oft loft --,Oft
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By: BKM
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1F P-'-111 STU A L T
j�ORK IS 93 L E
911 Easy St
Grapevine, Texas
Y QX fpgt r F
A
C3T,,A,Pf,WA-I
AU C-S--CE� i,7J--T M V
Slab
MUM
Founda
1) Piles shall be driven to refusal
2) Foundations supporting a 2 story
building shall be supported with
double piers as shown however a
sinqIe pier may be used J spacing
does not exceed 6 -0'
0
—7—
L
f C k� At, N. D S, 'Tr— P
0 C TE R E FRD E, Z—v 6:RE—Ef,31S tzRa—
Z:� U U IM "'UNIV
vKWAL M I 0 CIF P "' IR I cz T I A 13, i APFR,
^01NAP' L P E` VJOR'bC S C i
1/21/24 Precast Concrete Piling Detail Diagram
Not to scale
Slab
oundation Footing
—Steel Shims
Precast Concrete Block
-Top-cap'-
Solid 6 Diaroelet by 12long
Precast Concrete Cylinder
A) S,n9le Pier for I Story
B Double Pier lor 2 Story
For normal spa)Clng
iSf-(- notes for additional informalioni