HomeMy WebLinkAboutSFRA2025-004041 ECEIVED: 10/23/2025 DATE OF ISSUANCE:,-
25-004041
1225 SLEEPY HOLLOW CT
FOUNDATION PERMrr
BUILDING PERMIT APPLICATION
I- rzz Z=Z= KM2)
C:317-�Z 2MITLE —CM__;77
JOB ADDRESS: 1225 Sleepy Hollow Ct Oxt
--_,—__.SUITE T_11___-11_
LOT: BLOCK: SUBDIVISION:
BUILDING CONTRACTOR (company nam): Structured Foundation Re�:alrs
CURRENT MAILING ADDRESS: 13301 Trinfty Blvd #133
CrrY/STATEf21P: Eulats PH.- # 9724841200 Fax #
PROPERTY OVvWER:
CURRENT MAILING ADDRESS: 1225 Sleepy Hollow Ct
Crry/STAITJZIP: -Grapeadne. 7-Y ISOM PHONE NUMBER-- _qZ242Aj2kffi
PROJECTVALUE: 6,15�5.80 FIRE SPPINKLERED? 'YES NO
WHAT TRADES WILL BE NEEDED? 7;ELECTRIC PLUMBING MECHANICAL
DESCRIPTION OF WORK TO BE DONE: install 9 concrete Piling�, to stabilize foundation
USE OF BUILDING OR STRUCTURE:
NAME OF BUSINESS:
City of Grapevine Building - Residentia'i
PO Box 95104 Alteration
Grapevine, Texas 76099
817) 410-3166 Project # 25-004041
Project Description: Install (9) concrete pilings to stabilize
foundation [ELECTRONIC REVIEW]
Issued on: 10/31/2025 at 4:49 P
ADDRESS
..- .t
LEGAL
The (pv) Elk N Lot 5
S
Woods Addition
PERIbIT HOLDER
Thomasr
r r r. t
epairs, INC.
:' t1
COLLABORATORS
Thomas
Structured Foundation
Repairs,
4:i it
OWN
INSPECTIONS
MERSIM
INFORMATION FIELDS
—APPLICANT NAME (Individual)
"APPLICANT PHONE NUMBER
APPLICANT E-MAIL
VALUATION
Square Footage
" CONSTRUCTION TYPE
OCCUPANCY GROUP
DOCUMENTS - MISC 01
i
K
Thomas Kidd
9724841200
6155
7
V
R-3
combinepdf - 2025-10-
20T233902.504.pdf
-7.
i
FEE
TOTAL PAID DUE
Building Permit Fee, ($150.00 $ 150.00 $ 150.00 $ 150.00
i
Flat Fee) Simple Alteration
TOTALS $ 150.00 $150.00 $ 0.00
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 .. GRAPEVINE ORDINANCE
.i REGULATING
CONSTRUCTION. IT IS UNDERSTOOD THAT THE ISSUANCE OF THIS PERMIT
DOES NOTGRANT OR AUTHORIZE ANY VIOLATION OF i{t OR
ORDINANCE OF THE CITY OF - .
I FURTHERMORE UNDERSTAND THAT PLANS AND SPECIFICATIONS ARE
NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITY AND THAT
THE DESIGN ..i • " IS RESPONSIBLE FOR OBTAINING
SUCH APPROVAL FROM THE Y/ L.t.Oii STATE AND O. FEDERAL
Page 1/2
MYGOV.US 25-004041, 10/31/2025 at 4:49 PM Issued by: Amanda Robeson
October 31, 2025
Signature Date
City of Grapevine Building- Residential Alterationp.
Project # 25-004041 r'
NOTICES
1) ALL work must be done in compliance with the 201 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
METRO (17) 410-3010, CUT OFF TIME FOR A.M. INSPECTION IS 7:30 A.M. --- CUT OFF TIME FOR P.M.
INSPECTION 11:30 P.M.
> PERMIT ISSUED IN ACCORDANCE WITHAPPLICATION I IN THIS I .
■ i` i i � ails i i`
i' � !, i` t,:ii 1, •` � - -;•f i :C i• i,;
i '' i i + i � i ) ■ ■. i. i■ a �■■■i a i
•; i i i .■i i i i +'. / i` � • is
r i >■ i i it ■a ■: .i: ■ , ■ ■ i ■
i`' i •_ r.i. i i is ", � i i` i ■
ice` • • • i
_. Page 212
MYGOV-US 25-004041, 1013112025 at 4.49 PM Issued by: Amanda Robeson
ismarro)WoN
Nz
11 EHANGES R11:11—
1181
RFROVAL Q'-° k
110
PLANS j
Date: October 29, 202'
AttenriCHY plan. CJ I enn ( via barefoon I ioristun'q iii, i L in ","15, Er-TTRF'
FROM REGGTERFO ENGNEER
CONMRSING SITE $NSPECTICN AND
"Z'11L�ject: Standard Initial Foundation Repair Evaluation APPROVAL OF PIER tNST.4LLATIQN AMEN
Shlb Fotind,-nioa 'A�,ORK iS
1225 Sleepy fioHow (Vt. Grapevine, TX 76051
(jossrawn Enginexhig (U) was retailed to Jurspur the sutgect tbundalion aad to provide ;ui qvinkni regarding 10
vo
pu0nmance of the foundarion. This report paAM our reanmrable professional opinion of the condhimi of the
I
Amdruion on die date of can inspecrinn :arid does not take into consideration any cliarqges in the condition of 'Me
1
Rotlidation or soik after that clot'. he coments of this report SqVNe& JUIV VOW-11 C01111nellt,, Made regardin"'2 dre
-arricture before. during or after the inspection and in& uporr was prepaid for exclusive use of tile person or
persons this report Nvas 1mvpared in and we do not have any OblyadOn Or C011traCtUal 1WWWOnShip to any, other party
I
(qkr Wn the Imrty this report was prepared ton Obsenvions for coinpliance Ft hh any cmk or specificathmi othir
thmi We explwitly stated are not included,
'5'cwh' Of
TO sutlect foun(Lition %\as visually inspected and a floor elevations stir ey ma s perNmed in areas that were
accessible at die We of the insytechom The opinions paxided Whin this report are based on the experience and
judgnwnt of the hispector and the inhannation provided at Hie line of the inspection. This report also gives
engineering Mike Whi regard to die best and most ecWtondul repair rilethod assuming normally expected
subsurface conditions and conventional construction lilelhods. It is kiic-ovn to aril educated engineers with
knowledge of the active soil supporting fire structure that a hill repair ptan %vorild include the underpinning ofthe
eta be smicnne and is not economically feasible due to the costvi benefit and the risk of resulting daniages.
lygm, Of TWA Liwin&onn�
This report is A hihmarahowd purposes on, and is noE imended to proWde a deaded inventory of defects Or a
te,chnical evalitation of the snuctiwe, dradiage systenl or die cweraU property. The inSpeChon eXCWdes PhIlGhn,
Tests or paweArres. vertHcation of previous foundation rqair, homed Ril er,.,tructure. detached buildings, privacy
or retaining walls. general she drainage am, hism die swrurn inmetta and sod sanlphng remitig. and vehkarioa
of concrete reinforcement or krimWaye of die locat0i of ulterior gnAe beanis, boxed structural inernber, not in
plaint sight or previous repair work.
The client or individual Wering His report agne dial Crosstown Erighwenng is not responsible for knowledge of
the sulosurface conditions without extensive geotechnical investigation hictudIg otiode drilfing or inting of
s�alilples'
The houre perkniname of ribs fmindation cmillot be pndknd due to varMs out of the control of the inspector.
Therefore. this report does not predict 01' warrant tile future puformane of We subJect foundation and the reader is
encouraged to read the entire reporr
H�
'iE
is -
of 7 - [SO: 1129 2025
o�"P,
CR61SS SUTPODIWA N
Awimwia Mum:
Documents were provided for review. Mcuments that provide original structural design drawrij& design
conditions. or -is-%h- dowhys or slab elevations aT He tram of consmiction wetv not avAbble at the Arm of the
inspection, Therefore, knowledge of intelAw grade beam locations or other foundation illf0fillaTi011 is 2 nk-110WIL If
e'xisting piers are MUM A me hrived repair plan, their locations were provided by the client add afeapproxinlataL
Nve do IMM certify tied performance or e6maxe. If the reader unuM Ile to determire if they are present. the),
Ilium comur he 0"Mer or Contractor 1c, oblain all engineering cerrifeate for lhelrl.
Gcmiwl Obsemyuhnw-
Or the purposes of this report cideclAts MH be chscribed using the term, left. righ
t, irow, and hack- wid) the fr� lit
reTeAng u) the side of the strilonwe indicated on the linined repair plan.
The suircrtue is nvo wcwies to "kh a Ab-onymde RumMm. The primary structural ��ysteiir of the smicture is
mood franed systeni with exterA, brick vencer. emerkv AM skiing and interior chyvaH with %orious Onisle',
Tire foundation was not exposed k1unng mw inspection and nos cmvwd with various types,
Ourwilng, Foninhawn FT'VeNly, (huddle-, em(l Obserlzllions�'
The terrain miniediaely snrrounding the suucnme nms vio ally obsaNyd during the inspection- 'We ob-'si,ed the
Mwhy
The ,,nitter systern is adequate.
• The drainage system is adequme.
The terrain is birdwaped widi gross. seNwral trees. and some shrubbeq. Sorne trees and -or shridos are close
to the
YkMSTERRO SNGNMEER
C, ON P� t R, N G 3� T In' S M S, P 6 C T i 0 N,' AN D
A P P R 0,," A,.. Q F P � E R ;i',! S TA LiL A'7N 0'%� V ±
V-a S �A
kNORK 13
'i- -�- -'Tl'-FJ-*5NM'-f6-Eap the surface topography o bi relative elevation floor survey was Pertonne(i El igT7,T-r-if�re el f e
nmx of am lking area and garage t if laic, fat t. Tle floor plans and the elevat tons are ilia straled oil the limited
rq)&r PIML The elevations were ;idjumed basal on the flooriniype encountered to be on am same pkine as die
base point floor uype. It as garag g e was pre,ein-, the gantge ceiling unis novas ued and aQuswd to be on the same phine
as Ow Undminn. Ciarage floors are deigns! to ATe mum we not as effutive in measuring, foundation movement,
Psnal Obsemnihnin
This property has been prviously eNshmied and inspected by Crosstown Engineering both pte-and post-foundatioil
mpairs completed in 202a Based on tire current elevadcuis recorded and obsenstions of daniages and amil reviem-
of the previou", repairs cornpieted. me back -right Vows significant nen- differential movenent and settlingBrick
cracks. dr,aH cracks. ceibrig cracks, frieze board separations and trim separation, woe obwnvit Based on our
obsenstrous of the structure. the strieTure's physical damags and review of the elevation map. we behe\e the
Structure has experienced foundation movement over the life of tile ,imctiwe. resul6ne in differeiitial movement of
te Abongrade %ndsOn.
Mnage observatims were nomble in multiple areas of (lie struct-ure and are correlated with floor elevation data,
2 of 7 -- Dam: 1129 025
CRblsi SUTF001WA N
IITWi('7�144: Pq�', "r,".N6
Fmmdarioii Repe-fir Recommoulariom.
We recommend perforlilialgT the followirig in the approximme location, of the structure as indicated oil the lifinted
repair plan:
• Installing 9 total pilings (5 exterior, 4 breakcaws).
• Obtaining as current plumbing leak test to Wernihie if there are any leaks in the system or if there is as cast -
ion sewer Line sysiems ilint need it, be replaced,
The purpne of We ph&g hismHmion is to support die failed areas and unprove elevations ill areas of differential
senlement if ImAble, Please see the IdGed repair plan for lirore hit.,orination. The f6laidation repilirs are to ineel
or excml 2021 IRQ
A%r'e recommend pre -lift and posvhP plltnibua�, tests be performed on die :,ewer and potable plumbing, lines. Tile.
results of Tile tests -'hould be innilediaterly provided to aril, office.
Nhimairring a Ally thnahming guns yman W minimize pondin& sod Ins and ero ionr inn vill help control
seasonal rile vensw near &a Immdmi,om The gmter system should direct storm -water discharge away from tile
bmmdmln rilrough downspouts to a "neWdraitted area that is graded away from the foundation, Optimally, we
recommend the guner slirem discharge via in-4ground mlid pipe to a low-lying,arealfaraway from tire foundation.
x1goadcal mahimawce and a foundation and yard -watering program will also help control seasonal movement.
Nhimgning Consistent moisture levelS in siTponIg soils at all rianes of the year is necessaty. It is important that
tile "oils be stabilized and illannained Nvidi grass or gmund mor around the perimeter of the structure to prevent
erosion and an exposed or improperly embedded found,1601L Large to niedimm-sized trees. and even large or
ralillerou"r shrilbs, gTolvilIg WO Close to as f01111datiOn Cali draniaticaly, Hot She nioGnme content of tire soils vrithrn
the zone of influence beneadi the stiticurre. Root s3sterns, emracr large quantities of v-,wer from underlying soils
and resirit in large volurnetric changes in the sods (shrinkagen As the tree absorim water Mun the ski and the soit
volume decreases. the h:.amdadon will sade in unupported. If problematic roots are ob,,,,erved, we recommend
remov,al or instaltadon of ire e root barriers,
(*Jr,lding of the soils arouixi the Ammdmwn is as cribcal elenhnit to your foundation, MAN SlqQg the sods ammy
from the home and pre%vniing waler fi-orll polldimg near the BuidmKi is weeded To prevery .,oil "holve". It'
ponding rs nolked now the handmion during die Any sea= consub AM an enghwer or a drainage cotimmor
inintechateiv, Ovessamrsed sods can cause -heave- or settlementand contribute to ttamdaticmi movement.
Tile proposed limited repair plan is intended to pro fide a reasonable plan to impi-my the patmnimwe of die
Wridation and is not imendol to level the foundatiori. Tile contractor shall deiermine tire amount of efevallorl
correction needed bawd on die reaction of Tile structilre duringy the lift in order to minimize damages and additional
stress.
Because die structure has endured foundation itvernent and framing digress, residual differential elevahm and
percepille floor slope or some loming door franins vAndows or oilier re -occurring dattraps and noticeable issiles
may remain following the kmndmkn repairs,
The sods benemb and surromichng the swilowre are known to AM and swell as the seasonal sod moisture content
fluctuatm Moving forward. we anticipate that some cracks in the inwrior and exterior walls will surface chle to
of 7 0 L 3 Date: 141112025
F R Mods R FE. G t S T G RNE 0 G 1 9'q E E F,
SAE RMPECTION AND
APPROVAL OF PAR UMULATION %50",P
WCOMPLETH'
. ... . ......
CRdlsi SUTF001WA N
IITWi('7�144' Pq�', "r,".N6
seasonal movement wiThin the soils. evell after foundation mpaif, Periodic repair of this type of crackintg may be
tinded,
Underpins (a.k.a. Pilings or Piers) are constructed of steel or concrete and cost and performance will vary,
Generally speaking, the deeper a piling is installed, the better it will perforillShallow installations 1"lay be
acceptable if they we turrArtared into rock, This inforniation is mean; to save as a guideline and the owner 11111st
decide as reasonable cost bellefit oil tile property, Piling dempl is best done wiah data from a site -specific Sods
invatig,uion� Such an hwestfluon was ruor provided and is not a part of this scope of work but we strongly
fecornmend obtaining As dx& If this data is nor provixied. oitr pier design is only iniended to be a rnininnuil
standard based solely upoll alyrage sod ccMidilions in the general locmion of the property and as M. nmy not
nenssarily provide maximurn performance.
MhGnurmdLhchmmv
I, foes collected are for this repw and ni,,pniion only and do not Include additional services, Additional
engineerbig set'' kes SM11 as construction compliance in-spections or po�,,T-repair nispection's are available at an
Mtrwrrl con A request for a cortsiruaioti eonyliance inspection inust he ninde in a thnely manner before
corurnencentent of repair wNt. Wier -,vise, we accept no responsibriny Q the paper executhin of the repairs.
Crosstown EngineerIg mill carly puRvin do poorepair inspecrion if the proper paperwork is provided at Tile little
of the request. The payrwyk should nichide the ;Tire of piHng Al-stalld. the piling installation depth, the final
pressure and the firial scope of -work. If the scope of work is to be ahered by the c0ntractk)r. Nve must be notified
labor to installation.
It is kilo"ii to educated professional wwwreas that the sods 11 U1, ama am Stint to movenlent due to e_x-parlsion,
contraction or densificahon of the sods. etc. This soil moNnerneni cod passibly cause The fouadition, to rilove after
tile reniediation plan has been implemented and may impact the stability of the foundation and causedaniage,
We do not warrant the future performance of am subject fhoundwimi and the reader is urged to review this entire
report, The limir of 11abaky is Anted to the fee paid for this opinion. No f1lo'her ag7reenlent Shall Ile niade, altered,
or varied except by written irnutunerm Ehl-ignt Immdation cmv to nQuadi consistent Soil condition,--., along tile
perimeter Should reduct, further problems after the Fecoramendations widlin this report have been implernented:
I-lowever, seasNial nAgum Nurialions, water loaks, erosion and other factors may affect the stabilit,oCthe
%ndation and put it in danger offurther edam age,
Neither (.'rosstovri Engineering. it, sub- contractors, afar" Adani Green. P.E., are retiponsible for hahility to the owner
or Aters for acB or ominkm; of the conunoor to carry (vat the repairs in ucmdarwe "Th their ag"ernan or for
the construction means. methods. ieclaniques, sequences. procedures or the Safety precautiow incident therao. Tire
coinractor is solely respoirsible thr Ne "irranty of the work perfonned in accordance 00i their agreement.
Please see the pier specificatiolls (if provided) and limited repair plan fka- more informaiiorl.
Sincerely,
uF rs, it,
CrosstoNvn Land Deve101MlenT Sel-Vice, 01. #1
Texas Engineering, Firm (B 15944)
ADis
AM A GREEN
Adam Green, P.E., _NIBA 10 J16597
professional Eno 2 gineer i TX 116597) 1 9 25
FRONT 4 of 7 - Dam: 1129 2025
I , ,
CONFMiVIIING S�Tr_ VlispEc,"*N CIND
APPROVAL CAT MER MSTALLAMW MEM
WOM JS fWAFLETF,
IMXR��
EXISTING
STRUCTURE
r- UUIN L)At IUN
'STEEL SHIMS
CONCRETE
CYLINDERS
CONCRETE CAP
OPTIONAL-,
TVVOCOLUN4NSCIF ;t3OR`
#4 SCEDULE 60
REBAR EPDXY OR
U) 1) GROUT IN PLACE
U—
UJ U)
Q� CL
z 0 o
0 OPTIONAL-,
Cp
Z m REBAR SHALL
w > PREVENT LATERAL
DISCONNECT
W
w BETWEEN
IL co 2 CYLINDERS. 12". 18".
OR 24" SECTIONS
PvlAY BE USED
. . . ......... . ........... ....
0 S! G N, E A NO S E 4 L F_ D L E TT,VN
S I F R !D*4 R E G I
"E
A PR RO" i A L F P I i R s N 3 TA L L A T;t qr "i C_ '
VV OR K 1 S C, C,'Nlj P L R T F
1225 SLEEPY II(-)LLC)W CT., GRAPEVINE, TX 76051
12" LENGTH
6" DIAMETER
ANDI`OR
8" LENGTH
4" DIAMETER
PILE SECTIONS
. .. ............. .. ... ......... .............. .... .. ... . ........ ....... . ...... ....... . . ............. . ...... ......... . .... ........ .. ... ..
71 �11
AE)AM A GREEN
11659'i
CROSSTOWN ENGINEERING
FF. FIRM F-1 5"'14 V�I CR,� "10, - PA S5 '� N E N G I N E E R i N G I - -
:ROSSTOWON (W2 [)ALLAS tlETROPL EX
STRUCTURAL ENGINEEWNG HOME& FOUNDATION iN SPEC TION
10/2912025
10NAk,
i.... .......... I"
NCRETE OR STEEL 1
VW WELDED SLEE"IfE
-STEEL C"AP SHEET
718" OUTERSTEE'
2-M" 1NNER STEEL
LL
uj
LU
C. 0
w
03
Li
CL
CL
Li
`-FRICTION PLATE--
1?2 4, SLEEPY HOLLCAV CT, (iRAPEVINNE. TX -176051
- - ------ - --- --- ---- ---- - ----------- ------------ - - - ------------ - --------- ----- ----- - ---- ----
-amp- 4W
BPE FIRM F- 15944 - W�ArVV.CROSSTOWNENGINEERING,COtI
(972)-533-9203 - DALLAS NlETROPLEX
STEEL PRESSED PILING DIAGRAM
CONSTRUCTION NOTE: ',' INTERIOR PILING LOCA PONS ARE SHO'VvN
�l R 0, V I D G, Aug ED A NO S E 4 1,5 D F_ TT �-, IR
w
ON THIS %lAP 1 HEY ARE APPROXINIATED AND ARE ;_OCATED'vVff HOUT
t
Fpohl Fl�riG€CTEF,,E`0 LENGI[NiEr-iR
KNOWLEDGE QF THE LOCATIONS OF THE INTERIOR GRADE BEAMS,
$31"Ei INSPE"e"110N AND
THE CONTRACTOR SHALL MAKE FIELD jUDGEMENTS BASED OFF 0,
APPROV'AL OfF PISIR !NSTAI.LATIO;,� lfME'�4
"THEIR GRADE BEANII iNVESTIGATIONS A'10 OBSERVED SLAB QUALITIES
TO FIELD LOCATErr THE FINIAL INTERIOR PIER LOCAJIGNS, ;l!I`.ALSCOPE
CHANGES SHALL BE APPROVED By THE ENGINEER OF RECORD.
Nift'NIAL LIFT
PLEASE NCHE; THIS DRAWING iS PROV,DED ;;OR
PRE, MhNARY PERMtTTiNG AND CONSTRUCTION I
PURPOSES ONLY, IF EX"STING FLINGS ARE SHOWN
- — — — — — — — — — -
ONTHIS MAP, THEIR i' OCATION �VAS PRO%12DED BY -0 �5
-0 4 -' 0. 3
THE Cr iENT AND iS APPROXIMATE, CE DOES NOT
CERTIFY THEIR PERFORMANCE OR EkSTE-NCE, 7F
THE READER `vVOULD L. KE TO DETE R %1NE r = THE Y
ARE ACTUALLY PRESENT, THEY tVUST CONTACT THE
OWNERORCONTRACTORTOOSTA:NAN
,ENGiNEERING CERTIFICATE -OR THIEJNI
0 2
0A
NIONOJTH�C
0". 2
`01
1 6
i
FP
-0 2
C,
. .. . . . . . . . .. ". , .....
2 a
C-ARAGE
s
0—
Ed
ING'A'ALL
TY P
,j
FRONT
• INSTALL 9 TOTAL PILINGS {5 EXTERIOR, 4 BREAKOUTS},
• OBTAIN A CURRENT PLUMBING LEAK TEST TO DETERMINE IF THERE ARE ANY LEAKS IN THE SYSTEM OR IF
THERE IS A CAST-IRON SEWER LINE SYSTEMS THAT NEED TO BE REPLACED,
LIMITED REPAIR PLAN 7_r) 'S(',ALE, - ALL LCICAPONS APPROIXIIIAT E' OF t
PRE -LI F L E VNF) ONS IS Yl_ E h) 4 2fl+ 0.0 POI�T-L!F* ELEVATION,, EY t-_;E Kx)
LEGEND
ELEVATION BASEPf-IINT ' ;TNG IE
PR
PR',PO�SED PAE BLC)(--K X EXI I
-PROPOSED BEAM P-XISTING PAD BLOICX PROPOSED BREAKC)IJIT p), 19,1;
E:XISTING BEAll PROPOSED PIER
-4 "75 *__ CROSSTOWN ENGINEERING
TBRE FIRM F-15944 - WWW,CR0SST0WNENGINEERING.CONl
CROSSTOWN (469)-751-7694 - DALLAS METROPLEX
FWWNEMNG I FOUNDATIlION ft'KIft
gMrAw gwww P�j
A0W