HomeMy WebLinkAboutSFRA2025-000702RECEIVED2,24 2025 1 :
25TONO2 DA11? OF ISSUANCE:
845 E TEXAS STREET
FOUNDATION REPAIR PERNHT#: wo V U U 1 1 41�
BUILDING PERMIT APPLIVATION ELECTRONIC REVIEW
m ! it ow, 1 . "Yomyrt w"mv jwjx,,I
LOT: BLOCK: SUBDIVISION-
CURRENINTMAILING -ADDRESS: 601 Dickey Rd
(ITYSTATE M11, Grand Prairie, TX 75051
CITRENT NL%HJNG ADDRESS: 845 East Texas Street
CITY/STATL,'ZIP: Grapevine, TX 76051
PIZOJEC,TNAIXF: 17477.15
RUHHOMME
pH:#972-251-0018 Faxt
FIRE SPRINKLERED? YES ?A)
WFI.AT TRADES WILL BE NEEDED? i o�. m nWy ELECTRIC PLUMBING— 'MECHANICAL
DESURIPTU)N OhAVORK'R) BE DONE: Install 23 total pilings, 6 Spread Footings, 12LF Sill Plate 20.
I: SIj, OFBUHA)ING Oil STRU(-`l'URE,: Residential
NAME OF BUSINESS:
TotalSquare Foolage under roof: 1380 Squareoolage of alteration/addition: 250
J I hereby crri-ill Mat plans ha%,e been removed ivad the hiriNing \% ill be inspected b} a rerfiried energy Code iwspeclor in accordance %k �ilh
State Imw. Plan review and impmtion documentation shall lie Inadu mailable to the Building Department irequired for new buildings,
alterations andadditions)
.1 1 hereby cerlity that plans have been submitted In the I*e\as Department of Licensing and Re; WaMm 6w Accussilwiliq Rniem.
(Aintrul Number: (MA nqWmd Nr I & 2 Fandy dmMin)s)
LJ I hereby certiry that an ashesto-, sur) ey has been vmducted Me this strudwe in accordance uith Me reguIlMory wqWremvW of We Textis
Department of lleallk
MEQUIRED FOR Y)ENUMMIONS. ADIMTH)NS AND OR ALTERATION TO COMMERCIAL AND PUBLICBUILIJANGS)
I hereby cerlily that the AwepAng is Correct In the best ur iny kmmledW andall %vork will be performed according to the document,,, approved b�
the BuHMng Departmentand in compliance a ith the (Ty (A (Napo hie Ordinance regulating cunsixtictiorI. It1hunderstood that the issuanceor
MN permit does not grant oraroburizeany violation ofany amle or ordiname of the City Of Grapevine. I FURTHERMORE UNDERsTAND
THAT PIANS AND SPE(IFICATTONS ARENOTREVIEVVED IQR HANDICAPPED ACCESSIBILITY BY THE CITY, AND THAT THE
DESK;N PRCIFFSSlONAl,,,,O%A NER IS RESPONSIBLE FOR OBTAINING S1.11-1 APPROVAL FROM THE APPROPRIATE STATE AND
OR FEDERAd, AGEN(IIS).
ITIVIr NANW: Caitlin Brown SUZATUIUC i!7ini2cip Ajoem
P"ONE, #. 972-251-0018 EMAIL: info@pinnaciefoundationrepair.com
Qf CHECK BOX IF PREFERREDTo fib, E-MAIL
THE FOI,LOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT
(.'0J1Sn-LICti()n Type: Perini A/alruition: S Setbacks AlImmal to Issue
Occulmlicy Group: 3 Fire Sprinkler- YES-- NO Frtmw Electrical
Division: Build ng Ekpdi: Left: Plumbing >�
Zvoring: wildim, widl 11: Rcar: Mechanical
OCCLIpancy Load. )
Plan Review Approv Right:
Building Penuir We:
She Plan Allialval: Date: Plan Reviex Fee:
Fire %partment: Dale: Imt 101ndnage Fee:
Public Works Department: Data:: Sewer Availability Rate:
fle,11111 Department: Date: Wawr AvaiWity Hie:
Approved Or Pennit: Date: Total Fees:
1-01 Drainage Submitted: Approved: Total A11101.1jit Lle: 1 r5 ""1, 0
r r' ;- ;i Li;, ..i ;I [` 7, -,,4 ,j , tc ! , .-, ,CIWV� -St FPtAl I A i j I" A 1 V',7 ;,� ; ; ,' f-- ,, r 1 , :., " � � � I ; , 1
ADDRESS
845 E Texas St
Grapevine, TX 76051
LEGAL
D E Box Addition Blk 2
Lot 10
Box, D E Addition Block
2 Lot 10
PERMIT HOLDER
Caitlin Brown
Pinnacle Foundation Rep
air
(972) 251-0018
COLLABORATORS
•Caitlin Brown
Pinnacle Foundation
Repair
(972) 251-0018
OWNERS
•Deanna L Vanginault
INSPECTIONS 1
1. Building Final
INFORMATION FIELDS
**APPLICANT NAME (Individual)Caitlin Brown
**APPLICANT PHONE NUMBER 9722510018
APPLICANT E-MAIL
VALUATION 17478
* CONSTRUCTION TYPE VB
* OCCUPANCY GROUP R-3
DOCUMENTS - MISC 01 APPLICATION.pdf
DOCUMENTS - MISC 02 ENGINEER REPORT - INITIAL.pdf
* ZONING DISTRICT R-12.5
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 # 25-000702
Project Description: Residential Foundation Repair [Install 23
total pilings, 6 spread footings, 12LF sill plate 2x4]
[ELECTRONIC REVIEW]
Issued on: 02/27/2025 at 8:22 AM
MYGOV.US 25-000702, 02/27/2025 at 8:22 AM Issued by: Connie Cook
Page 1/2
Da T e -, Febmary 24. 202�;
"J
T
Atteirrion: Pirmac le Fowidation Repair (via enind 1) & Property (-Avller
subliect: Pre-Foiindwion Limited Repair Consultation Report
Pier &, Beam Foundation
S4; East TexasSi., Gripevine, TX
Crosstown En2ineering (CE) was remilled to conduct a revletv ofthe limited t"Imuidation repair pkin prepared by
Flimucle FoundatK,gn Repair Chic contractor) to rleternrille. III our opilljill. if tile remediation plall is 11
feaj)"4 (111,1[) Je lillIlre(f 1)1i111 ofrepair on tile provided rehl!ive elevation map and illejudgill".11T of Tire colltl,aclor.
1-he comincior provided as limited repair phill That Included repall, localions and pre -lift elevations for Tile -structure for
our reviev", No other iniormatlori was provided i-q-Tarding priol, relports. recommendations for limiled
foundalioll repairs 01, c(MISTIAlctioll docturielits, Ifemsting piers are shown ill the limited repair plan. their locations
were provided by the client and are approximaTed, We d") flot Certify [!tell- performance or existence. Ifthe render
would like to determine if They are pre�emtile%, 11111"t C011TIct tile owner oi, comracior to obtain all enLyineermo certif-
icate for theill.
Accordingy To the contractor pliv-sic".11 daniage I., present which hwlic�ates a need for remedial measures. Pinnacle
Foundation Repair has recommended perk-uning the following:
• Install 2 " toral pilings, f-, FZ 0 V � DE Si � C, D 4NDmSEA,. E V L G 11, T ER,
F F 0 M R= G i S Tiz- D ENGo N%,� E ER,
• Itisaall 6 spread foouing-s, CO;'.7F1R;NIMG SITE t`IJSPECri0l'4 AC"' O
• Install 12 LF uf 2x4 sill plate. PrER Nt,TALLIAITiOt4l
_q
Ail hinited repairs are to be nwde ill the approximate locations of the structure asa Indicated on the limited repairplan
and inav be alteved based on field conditions of the folmda,'
2 714 10-33 0,10
Thi. report provides our reasollable professional opinion cif the condivion of ifie towidation ou tile (late cif the Inspec-
ion by tile coll'unctor and is based on the dam provided to usand doe, not cake imo collsider"llion ally ctn-llwye:� in tile
corldition of the foundulion or si)Ils ilfter that dale. I'lle (-011wmi , of this rep orl supensedeany verbal comment:, made
tile structure hef"Ore, dirring or after the inspection. Altlion,21i document review is an 111tegral part of the
filinted foundation repair We recollilliend obtafflim--T "i visuaf inspection by a licensed emineer. CE czln com-
plete this vis'llat inspection for all addirlonal fee. If C, ro„tovvn I,., Ilot coarracted To perform a visnal Inspection it L,
ullk-novvil to 11", as to whether or 1101 addilloli'll repairs may tie needed,
This limited repair p1mi is imended to provide a reasonable repah, To impr-ove the performance ofthe foundation and
is not intended To level the foundatioll. The Contractor "llall determine the "Illioulit of elevation correction heeded
based oil tile reaction of Tile structure duriu�, the lift ill order to minimize dama'-1;, and additiomil stress.
Because The stricture lins endured pre -repair Raindation differential movemem, residual differential elevation and
perceptible floor slope or other noticeable issues may remain follovviii,--T the hinited foundation repairs,
RECEIVED 2!242025
tl 25-000702
Page 1 of 6 -flats: 2/24�2025
. .. .. .......
t TR q H 0 N, 0 (11 '11V F, 2 P iTTE 11) C 1"', -, u o )A,
845 E TEXAS STREET
FOUNDATION REPAIR
A
Tlhe soil., heneaill and surroundim-1 the �trucmre are known to shrink ,and Swell as the seasolml soil moisture Content
flucumte,,, MovinQ forward. we anticipate that some cracks III the interior and extei-for walls will surface due To
seclsoilll movellielit willilil The solls. evell after limited foundation repair. Periodic repair of this Type of cracking lily y
be ]II-eded,
A foundation and vard wntering and fouridniion maintemance progrim will help control seasoiial movemerit, It Is
ill porrant Ilix the sc,ils be siabilized and irmintaffied with tiwrn-.;S or �arorllld Cover avound [lie perillieler (if tile sirucrilre,
Ill ;,iddliiori. iree "-inn slit -tit) removal or root barrier install"lliolis are advl'Sable if trees or !wishes ire observed w be
clo,,,e to the foiwdaiik)ni Tree rooT'� Call cause '.Ile'lvel' or sculement of the foundation where roots i'irk1-)%v �aiid �absorb
rzlorAtre over Tillie wheel plalved Close to the foundation I iree roots extend appl�oxillmtely lis fnr oi- furflier flian tree
I I III I)s ),
Mailimining the soils aroruld the structure to slope away froill [Ile foundation to prevelit excessive polictingy ilea r III-,
folill(hitioll III area� That 'Ire noT alre"Idy sloping away will help prevelit limire 1,01111daTioll Illoveillent. We recollilliend
illat a full 'Illler S\ I "tejll wid] "nitter extellsiolls Ile irlaillmilled to disc ha a 1111111111mil of`4 feet from the f6undation
not in landsciiped floNver becis or mly Other location that will Irap water Ilea!, the f6illidmon), porlding, Ileac the
found"Ition call callse Ileav1IILT" I upwarcl illovellient of, the toillidation J, Settlen-leill Of the foulidation (tile to Overly
Saturated clays Soil or ero.sloll of soll embedn'lent aroulid tile foluldiltion,
If standin water is obsen-1-d it ariv Tillie III the pier arld bealli aven by The mvnei% we recommend Inunediarely pullip-
in'_j tile water out to prevent Nvater damage to wood elements and to prevent humid conditions ill the cra-kvfspace,
Humiditv Ill [lie crawlSpace call Caine wood rot. If Standiricy water is obsen'ed near tile foundation after .I rainstorm,
%ve recommend con-sulting a di-ainage expert or engineer to evihulte the terrain and develop as dvarnage
,trateL-v to address The ls:llle'
We recommend pre-liftand post -lift plumbilig tests be performed oil the sewer and potable plumbirig tines, All leaks
shall be, repaired hilillediately,
15 T5 07TU-7,155 ED At,lt) SEALED,
RC 10 R FZ �3 I S T Z PRE 0 E N, G � N x. S R
CUINFM�fllfl,,'; S�TL' '�'119C
A-F1P,-",0VAL OF NS 7/1,LLAMON aAJHSN'
vvm< �S co"'opurE
..........
�Z
Page 2 of 6 - Date: 2/24�2025
. . . .......
L)� chumel",
�—IL5 ..... . .... .. ,
We do not warrallt the filture performance of the subject
ject foundation and tire reader is virged to 1'e \7 i e-,� T the Disclosure
Disclaimer for other limimilons and smudzwd recommendations, The IfiniT ref liabilitv is Iiinited io the fee paid for
This opinion. No filftlieragreement shall be made, altered, or varied except by written Ilisti'lHileDr.
This report was completed [o document the r'-pairs to tie implellienTed by tile Contractor, Neither Crosstown Engi-
neering nor Adam Green. P.E- are vesponsible, for liabifivy tcthe owner of others for lCTS or (ImBsiolis of file Coll-
U"IC101, To Clrry ow The repairs ill accordance wills their agreellIellt Or fOr the C011-41IMik)II means. nledlods, lechrliclues,
seqilerlces, pl-ocedures or tile Skety 1 IW,1111 . 1011" Ilicident therev), The comnicior iS Solely responsible for Ille warranw
of the work they performed in accordance with their agreenlelit.
Plea"'o see tile attached dischurier piel. specificatioll, alid elev"'Itioll 111,11) lbr Illore illfoniiation�
Crostown Land DevelopmenT Services
TexSilt. a-�, E gineering Firm (F- 1594-4)
Adzim Cireen. P.E.. -%LBA
Profec,siori.,11 Engineer (TX �=l 16;97) 021 24-
MNVE S�GNSI' Sr-k-ED LETTER
F- R 0 M IR E Q; i $Tc- R E D E SIG 4 '11� g = p
'O�,Jr;!RMWNG S�TE t�NISPEI--Ylio,14 PAND
I - "ON, V444p
OF P-MR US—PALLAI'. I- N
7,1C)RK M COMFLETM
A()AM A (,jREEN
116597
Page 3 of 6 - Date: 2/24�2025
DISCLOSURE & DISCLAIMER
It Z krlo,�vrr zo knowledgeable prof-ssiollifl engilleerl- [hap the soils Ill this area ire subJect io niovl�ment due w -xp,-msio,.i. con-
tnicrion or tenth cation of die soils etc, This soil rnovement collid, possibl-,- cnu-e till foundatioii to move after the remediation
pl,ali "vithill the muddled repol't Iito been 1111plem'-wed asnd may Impact th-, s tabilay of -thl- foil ild mi-0n zirld cause (bm-,Ige,
NO WARRANTYIS EXPRE.S'SED OR I_MPLIED BY THIS ENGINEER AS TO THE PERFORMANCE C)F THIS FOUNDA-
TB)'N OR THE REPAIRS THERETO F) i lig ent fou Ild'i rl oil nl.l Intel la nce w 11, 1 i It-, aln colis :stent soil co ild Tioll,, alollo dle ptri 111-
i, However, seasolml
eter should -�-dlrce further problem, after th�� thin this repon line: bseli
moi�lure variat;oils, xvzer leaks. eroslon,,mld other factors 11"waffect the Suability (IfThe f0U11(L1,11o1I and put if
REPORT 1-1-MITATION'S
Thi., r'—port IS wrluell fl)f Ill f011 11,21 it.NIMI J)Ufjx)�es only and r, liol rmended to be ,1 &wilcd iecfilllcd evlklzltlorl of the prop111,+, Of,
Pile tilneof the lIlsp-,Cticn1. THERE ISN(-)�k*AIRS '\'I�',EXPRL:-,'�',*ED(-)Rl'\IPLIED.('(-)N(--'ERN-IN(-J-lHI-SEN(.ilNEERI.'\'(-T
REPORT.
The information in this vepo.,! Supe�,sedes "my vefiml ti.Cii2 ments. expleSsed or iilipliecL made by Ciosstoivii 11_ iinC.d Developmen-
Servlc-,s ol, ,is pnocipals, lunts or employets, Tile chent -n�_:,ree,, thm n-lthei, CLDS nol, ilz. emptoyees orowners svill Inc iv_wn-
sible 10f:
I. Kllowlecke of 114 sub,"ll,fice colrdit:ons ivifficm I exle- I,; ive izeotechiik,11 dam obtakined ftom onsite drilling and test in, of the
recovefed salliples,
2. Kiicnvled'?e of crackS, vemcli differentim, d;SpL,,cene2t CIfflOOrS WithOUT WIC0veriiig of the flocki, by the cliearl, and
3, Any other elemew Skiudl cis jcqqt5 ol, beam' .ind orliev structuncil members d-tar is boxed of otherwise not reldib" avail"Ible to
C.'E for N`tew'irz, and releases CE froill 111v holo'l wattuibiltable to sllch k11Cm"tedae oi- Conditions.
Ally pre:sCribedirepalf ol, pi in detailed by thireport V; based on obsorvatiol- (-,kl "Ippirent pert I 0"Ilialice of tile facility
,Ir the defile of thi's -,tructill'aI .;IlrveyComph"Ince with any code or sp,-citicatioll oiller 111"In as expressl\ no"ed is specifi,ult
exc i udled .
Tile provided Floor Elevx[0,1 Map and 1 rill 'T recolumendinwis lu,�- based on coadirions w', now ,xisi tmd NOT
IM111-YOR %%,'.,-\RRAN! THAI OTHER PROBLEMS AND (_)R ARE AS MA YNO T MAN IF E -`J IN THE 17 I 'T I.
ved 1)v tile chell", oll. for u,�, b% 'I 1u; repol-t k� prepalvd explvs��ty fou Itle �`iejll arld expn�SA% 161, tile t1l.11,L)OSeS, hld�c� I
'My other 101. e111%, p,,I1*I)0,,e. Or by the ch,'nfor differellt denred miles,, othenvise st,,aed lit kvciung b% UE,
CE SHkLL HAVE NO I_IAB11.ITYFO_)R ACI � OR OMISSIONS BY .I "HE CC)N1 Rk([()R OR HIS SUBCON-IRAC T(JRS
PERFORMIN"'(1 WORK ON THIS PR(_)JECT, OR THE FAILURE OF THE CONTRACTC)R T0 PERFORNITHE WCORK r\'
(.-'(*(-)RDAN(.-"E WITH THE, REPAIR PLAN. CE IS NOT RESPOV',IBLE F(--)R THE CONSTRUCTION MEAN",. METH-
(_)DS. IECHNIQUES. SEQF_ENCT. OR PRC)CEDURES OR THE PRECAUTI(DNS INCIDENTAL THERETC),
_)R A PARTI(I7
CE expressk DISCLAIMS ANY WARRANTY OF FITNESS B PT,'RPF'_____
claillis tot It has for or aliv w'Imlow of fitlles� for � 1mi't pulpos-, "N
REPORT UNDER THIS AGREEMENT P", THE OF (--'E AND THERE .-'%,RE NCIY�41
-)'N ON FACE OF THIS AGREEMENT BEYOND THE DESCRIPTE I0,
R R Ci V' I P E S i G p�,, ED 14 �N D S E* A L FED L ER
FR,Cilll� REGIS RRED
"DSM AN�
APPRVV,kL Or PiFP\
Vi�' '',�'LETE
Pace 4cif 6 - Date: 2/24�2025
.... ........ ........... ....... .
. ................... I ..............
CONCRETE CAP
PROVIDES GREATER
SURFACE AREA
PRE CAST CONCRETE
CYLINDERS 6"X12"
(PRESSED TO POINT OF REFUSAL)
STEEL CABLE ANCHOR
(PREVENTS HORIZONTAL DISPLACEMENT)
SILLI-IRANSTIONPI-AIT,
. ...............
WORK i,zi
2 - //8" OUTER STEED PIPE
2 - 3/8"INNER STEEL. PIPE
FRICTION REDUCTION PLATE
BEDROCK
. 4'-- '-: AST I E XA S Si.
i-,RAPEVINE TIN
/ wo(
02/24/2025
'M
MIT"TTIMOM
Crosstown Engineering
Texas Engineering Firm
(F- 15944)
6119 Greenville Ave. Ste 320
Dallas, TX 75206
3
2
CR61:�SSTOWN
SrR'A. "QqA; fl f A I OUNOA$;,',N WN z �,CN
rdPOVE0E VG��='O Xk%,'D SEALED LE71M,'�
rl','O V, RE G" S 711 cl- R c- D Et GIN I;EF, E R,
Ak�40
OF
'NORK I'S CC,�6�4PLETE
'WW VkW �-1.1� 'l-,
.' '? -Z 13 15 17 18
N
Steel Transition Pilings 23 24" x 24" x 12' Spreatf Fooling w/P 6
ftsfio#
Sill Plate
W
PLEASE NOTE:
THIS DRA'�VIN'0 IS PROVIDED FOR PRELINITNARY PER.MITTING AND (..-ONSTRUCT ION PURPOSES S45 EAST TEXAS ST.
ONLYA'.ND IS A LIMITED PLAN OF REPAIR, ADDITX-)NAL WORJK',LAYBE NEEDED (YNCE THE 6RAPEVrNE, !X
FOLNDATION V,'ORK HAS BEGT--\T\ASED ONTHE PER-FOR-NIANCE OF THIS LIMITED PL,-kN(:)F
REPAIR. CROS,TCYWN ENGrNEERINCT HAS PROVIDED REVIEV,- OF THIS L3, LAN- OF REPAIR
0 re*'
AND IT IS OUR OPINION THAT IT I"., REASONABLE AND'SATE FOR THIS STRUCTURE.
IF -kY,, 'TERIOR PIER�, ARE SHOWN THIS DR.'T\G THE CONTRACTOR 'WILL PLACE THEM CASED ON THE LOCATIONS OF GRADE BEA-MS, P1.1'NIBING LINES AND POST TENSION- CABLES. THEREFORE, ADAM A ('44f, N
THE LOCATION"., SHOW' ON THIS NIAP ARE APPROXIMATE. THE CONTRACTOR SHALL PROVIDE
THE MEANS.-AND-M"ET HODS OF THIS TNTALLATION, ADDITIONAL REPAIRS -MAYBE REQUIRED 7
UPONREVIE"'(31' THE STRI'C"I I. -RE BY ("ROSST(-,A%-N EN(--TINEERIN-6. 02/24/2025
THIS IS A PR(I)POSED SCOPE OF WORK AND HA;, N(')T BEEN C01MIPLETED THE %VE Crosstown Engineering
CERTIFY' ANYEXI",FING OR PROPOSED F(.)UND--kT-1()N* REPAIR WORK ONTHIS NL-L P AT HIS TINIE'Texas Enoinecring Firm (F-1 �944)
IFTHE READER WOULD TIRE TO BE CERTAIN -1 H.-k'! AVi'PROPOSED OR EXII,1.1 ING REPAIRS HAVE
BEEN COMPLETED IFIEYXIT"ST REQUEST ENGINLFRIN-0 C ERTIFICA-IE FOR 6119 Greenville Ave. Ste 320
F'f-1I,-NDA1 1(')N WORK FROM THE F01UNDATION REPAIR (`(-)-%Fp,-\N%'. Dallas, I X 75206