HomeMy WebLinkAboutMFA2025-000699 ECEIVE D: 2/24/2025
RECEIVE
9 "ILDOOD TERRACE APARTMENTSDATE OF
• i `-` R 824 WILDWOOD LANE ISSUANCE:
FOU
NDATION
N REPAIR ®+„25-000699
BUILDING PERMIT APPLICATION ELECTRONIC REVIEWBUILDING CONTRACTOR (company name):
I
LOT: BLOCK: SUBDMSION:
CURRENT ALkILING ADDRESS:
CITY
/ a
PROPERTY +
CURRENT MAILING ADDRESS:
CITY/STATE/Z[P: PHONE NUMBER:
PROJECT VALUE: $ FIRE SPRINKLERED? YES NO
WHAT TRADES WILL BE
%p F R'.
CTRIC PLUMBING
MECHANICAL
DESCRIPTION OF WORK TO BE DONE:
USE OF BUILDING OR STRUCTURE:
NAME OF BUSINESS:
Total Square Footage underr to n
I hereby certify a8 plans have been reviewed and the building wfll be Inspected by a certified energy e Inspector in accordance with
State Law. Plan review and Inspectione available to the Building Department for new buildings,
alterations and additions)
13 g hereby certify that plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review.
Control r: (Not required for 1 & 2 family dwellings)
Cl I bereby certify that an asbestos survey conducted for this structure in accordance with the regulatory ui is of the Texas
Department of Health.
(REQUIRED FOR DEMOLITIONS, T)
I hereby certify that the foregoing is correct to the best of my knowledge and all worka ccor to the documents approvedy
e Building Departmenta is compliance with the City Of Grapevine Ordinance regulating"on. It is understoodthat the Issuance of
is permit does not grant or authorize o of any code or ordinance of the City Of Grapevine. I FURTHERMORE UNDERSTAND
THAT PLANS AND SPECIFICATIONS ICAPPED ACCESSIBILFrY BY THE CTTV, AND THAT THE
DESIGNI
NAME:OR FEDERAL AGENCY(S)�.
PRINT ...._k__........_.......... ............._.................SIGNATUP1.
PHONE #: EMAIL:
13CFFECK BOX IF PREFERRED TO BE CONTACTED BY
N1i.
THE FOLLOWING „I
S TO BE COMPLETED BY THE BUILDING INSPECT][ON DEPARTMENT
kproval to Issue
Construction T.pe: Permit Valuation: $
Setbacks
e i, ,� Grou,FireS
pfinkler. YES. ,.,..NO 'Front.- Electrical
Division: Buildin,.., Depth: Left: Plumbim!
Width: Rear. Mechanical
; : r { fit: .
ee x,*
1 Review airy t
e.
wBuildi n Permit e°
Site pp Date: MPlan Review Fee:
' � ... t; ... e: ,..._t
_.. ®w;..
.
Public A Date: V il:N Rate:
t :
Health eE Date: Water v it�ti
- .
e;
Approved car t: s:
Lot Drainage Submitted: Approved: t .. (I15.00
P.O. WX95104.Tx 1n4l
ADDRESS
824 Wildwood Ln.
Grapevine, TX 76051
LEGAL
Wildwood Terrace Apts
Addition Lot 3
Wildwood Terrace Apts
Addition Lot 3 Lot 3
PERMIT HOLDER
Jamie Herriott
STRAIGHT LINE FOUN
DATION REPAIR
(817) 640-1000
COLLABORATORS
•Jamie Herriott
STRAIGHT LINE
FOUNDATION
REPAIR
(817) 640-1000
•Jammie Herriott
Straight Line
Foundation Repair &
Drainage Systems
(181) 729-8606 (1)
OWNERS
•Idoski, Beadin
INSPECTIONS 1
1. Building Final
INFORMATION FIELDS
**APPLICANT NAME (Individual)Jammie Herriott
**APPLICANT PHONE NUMBER 8176401000
APPLICANT E-MAIL
**NAME OF BUSINESS Wildwood Terrace Apartments
VALUATION 20400
What is use of Building/Structure?Apartment Building (Each Unit
Individually Addressed)
* CONSTRUCTION TYPE VB
* OCCUPANCY GROUP R-2
DOCUMENTS - MISC 01 APPLICATION.pdf
DOCUMENTS - MISC 02 ENGINEERING.pdf, ELEVATION
SURVEY.pdf
* ZONING DISTRICT R-3.5
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
City of Grapevine
PO Box 95104
Grapevine, Texas 76099
817) 410-3166
Building - Multi-Family
Alteration
Project # 25-000699
Project Description: Foundation Repair for Unit 824
"Wildwood Terrace Apartments" [ELECTRONIC REVIEW]
Issued on: 03/04/2025 at 5:05 PM
MYGOV.US 25-000699, 03/04/2025 at 5:05 PM Issued by: Connie Cook
Page 1/2
P, AIN
. . ...... .. .. ....... .
0
0
1%--
FROVHD2 GlIG'MSED NO SE A LED LET E.?-,
N
'ONIFRM�NG SITE 4 SPECTVIW AND
A PPP 'A-
0
640RK i$ C"" �PLE,"'E
17.30WO-1.1
(8)
0
(9 0
40
... ........... .
7) 4�1 0 C,
Y�RDAY ONLY
D R K P E, R M, �TT E P, 0 N' ',,' U',� Nr D A Y
LFGE'NI)
Bench Mark I"Ievation, VIM`
............................
0.0 Top ui Floor Eleb ation
RECEIVED 2,24L2025
25 000694'WILDWOOD TERRACE APTS.
FIGURE
10
1
•Push Pile ov Drilled Pier
10 lntv�or Shb Pier
82� WILDWOOD LANE
FOUNDATION REPAIR
NOT TO
SCALE
ELEVATION SURVEY Project No:
154823
Wl,:Rmb
Figure No:
I of 5
-'tCNS
818 WILDWOOD LANE Date:
Il/.15/20211
011KC hENGINEONG I RN','90NM;'+l"A-
CON04ROfi Al YC,,q R.RVICE
h�%ashig.11rm: 20170
DaEas, "t,26N, H*:�11,��'fc,, 6 10 6^-1
GRAPEVINE, TX Rcvision Date:
Il/20/2024
E COMPANY
818 Wildwood Ln
Grapevine, TX 76051
......
R JIIA R;: G S7 ERE D G I G- E-R,
0 ANI
APiPPROVAL OF 6 -, �� LA Tf "�N
'IEP NS AL F'N
VVOR'K �s COMPLE7E,
.... . ..... ...... ....... . — .......... .... .... ......
Troy Cunningham
Peter Doregan
818 Wildwood Ln jonginin Lee
4: 01) S ,2 rl Vil I i 1S
GreenWorks Service Compiny
MROVE 'S�GH5D ANO S LED U� TIFER
FROM RaGiSTS'REQ EtaCW4SEM
AND
A.PPR'WifAL 01F PiEl"
K �8 COTAPLETE
Project Information: GreenWorks Project Information; Inspection Project Information: Report Issue
Project NUmber Date Date
Project information: Revision
Date
1112012024
Roofing Material
Composite Asphalt, Shingles
Applicable Code
I RC 2021
W=
11/13/202/1
Garage Type
No gar agp
Concrete Post -Tensioned Slab
on Grade
Reference Documents: Additional
Documents Provided
N/A
11 il 8/2024
Building Type
Two Story Residential
the Elevation Survey was
performed us?nga ZiPLEVEL PRO
2000 alth-neter,
Grccnworks Ef I - I COU10100d an evakiaUor Of thCl f0llirlddt-Orl at above to
(Jetemmine 4ts con&:ian afici any nece�•sary repaias. 1'his evakiatiOfl is a I -eve! 6 eVdIUaL'Ori, &- defined Uy the Texas
[J)&neprs(ASCE).
Ok'v evaluaz:on �Volverl(olkx(_iJng date ail d phot og? aphs oft he st "Khire to Xt<;perfofrran(,eand icew,ifyany
8"),sed or oor firidingn,, vve'VV 11 [KOVde rfr(.OTMnen&nons for, Ifei),i;;,st(,)eii,>tif,c-rtfoelofl,g-terft1 stab:lity
and safety of the structOre.
We tinderstarld, that fut'in"anovi r,cvueS cii he a faue for (oncern for.pro,)erty mvner,,, and we a:rn to ,o'ovide oear
Xui con(re infmnat on -,o iwlp yoo rni4ke!;)f(jrfneH de6,,on5 ahout iny rppa:r �' nFedfd for Yom t)!'opwry' I he data
and photographs l_)resentec M, trans report are inten(led to pmv:de a fep,esentat.ve sample of the types of ckstres!,
o ut the ,,if u'. t ae, and a.'e no, a cor,prehet lsive cat Aug of a I the ds, ress present,
per V hp PowndAt�ofl Per formpnrc- Assodanor'�
and Other Low -Rise BcAdings, a ;Le
vel 6 lrvestgalion
* 000 WIerlt,flg ' VisiJiil (M)Se.YVr4T'tWS Mride ourngi, physiralwakthrough
* Observation of factors r1fiuPnong the perfo4 rninrp of the foxidation
* lfpw;,,ib1P ail intpry ev,,, of �Pgarriing g a hystory r)fh(- property andfourdal,oll
* Rev;pvv of pert rerlt d(icuinents includrig geotechn:cal reports, comtrumon drr,w^ngs field reports, and rcoair
doc urnerlt�
DefleUi011 drld t"Pt on" -"o assess fow1daoi! perfoifnance and estabf:sh 1-1 baseline
[)Pscri')ton off actor's tha-1 affect soil rnod store
GreenWorks Service Compirry Page 3 of 23
An ;It.rvey wa5 performed -m thp kvng sireaz; raf the stromire I shown on Fwure 1, with the
elev.-itiont, recorded to the nea'eSt JC-
,l) of aItlr 1f)(ir, (0.1"I. k1jUStMe€-,tS wef,e tnade to account for the the ckness of the
floor covpr�rjk7s, Bencornark elevations 00,0 inche� were estabi shed. The benchmark, elevat:oi-, s referent'rA iid
10('af On will nor ahpr We ne: Pfpvat, or D
No p,ev i0 Lis elevation suveys vver-e prov rfed 'o Lis, Deterr-,iinng the deflection anu tot of afoundation is an
dpfjrox�mat�orl mahout ar, as-outit or pevious flocs r elevation s,j.lvey, because the o,�g rA surface configuration is
Jn,�riovvn. A s&ngle floo, 1(-vel st;rvev yield,; tire shape of'rhe. foundation at one instaf)L
-here vvas ewclerve of prev:ous foundatIun underpinr,ing but we have not received any ureev',ting tooncatkon
rI of, 1",-pA0 -loopthnyoyvng piers are knovm'hp 0"��trt ,fp'ab
Some data collected in the form of photographs is presented in this report. These photographs are
inclUded for reference and are intended only to represent the distress generally found throughOUt the
structiore. They do r1or, represent a cornprehens,;ve catalog of all of the dstress present !n the structUre.
J,
UNDERPINNING CONFIRMATION
Expsting underpinning s typ cally conceaied entirely below grade. No destructive investIgati On nor
subgrade radar readir,gs were performed to confirm the presence or absence ofany ex.sting foundat,on
unclor(nmrmig,
0co- Foiirtdat'�on Investigation did ricit ;nclude a I)ILImbing leak detection test to confirm trap presence or
absence of a pjjjrjrjhjjjg
leak. teak deteMort testing; mu'I be performed by a ;ic.ensod phim,")Pr, Warm ng;
s gns of ii plumbIng leak inciude a -,gnificanz Increase 4n the water b4f, warm; spot,, on the floor, pond rig
water adjacent to the founclation, damp or LTRISTry o(jofS Withir) the Interior of the structure, the sound of
. ......
running water, that can be heard whJe all taps are closed, en...d areas V-f,
1711-11--'14 7Mlin7A —IN 01--S-i
R S G I ST E R ED E N S Q S E 7R
C it R I '$ N G ST F-' N" S P;- C T,'C N ,A Tom"
APPROVA�- OF PiSFZ ;NISTALLATK),N VIII
"'j0,FU< tS COM—"LETF
. ...... . ......
GreenWorks Service Company Page 4 of 23
Out of Square
PROVD9, A _p,�7 F-
R EER , 0.N i
CONFRINING S�TF- 011SPECMN PAID
A%PPROVAL 0 4- P'S%I, �,NSTALLATiON VVH-`--N
- : Co�r�F�JI
Plll� A fE
11.1--.11--, '--- ... . ............ . . . ........... ....... .......
GreenWorks Service Company
GreenWorks Service Company Page 6 of 23
. ........... . ... ...
F, S) G �,,l 2 0 A NO S S A LEE D TT SEE R,
F R " M Ir E G I S 7 EF-I E ID S., N 01 ES R
CONIIF�R�W,`IN`�' VTE N'SPECT�ON ANO
OP ;w`IER, INS TALL M;`lOrm'
GreenWorks Service Company
8.12
R, z SIC- NECJA�',D'SEALS LETTER
REG�STERFD
APMROVAJ Cr P�'ER �NS',-X'�LLAMN V'O-IEN'
VVORK �s CIIWII'Ilp
GreenWorks Selvice Company Page 8 of 23
818 Wildwood Ln jonginin Lee
GreenWorks Service Company
Page 9 of 23
822
Vx
CVN7,5 kiD SZALLID LETTER
CC,%H"RMHN* S�TE 1�"IMPc—CMN AND
OF Ply R 'A'H E ........... .. ........ .
GreenWorks Service Comp any Pa(jp 10 of 23
iFRICI-1,1141 RE'GISTEREMI SNGNEERI
C,C,NF�FUANG' SITS AND
APPR`OVAL Or PiER, WSTIAi A"NON kNI-1EIN'
COf',"FLETE,
jongmin Lee
8 i s
818 Wildwood Ln
Ceiling Cracks Present
............
GreenWorks Setvice Compiny Page 11 of 23
40,
B-12
824
R"DVIDE, SICNEC AND SEA, L E D L Ei 7 T, E. R
FROlvIl REVS7-ERED IENGNFER
Ar,,lPFI,0VA;L OF Pi'ER RMTIALLATOIN Vv'KRIN
GreenWorks Service Cornpany Page 12 of 23
. D S, E A �' E D L
R, C i,Yll IR SG i ST E, E D E, N, G a GR
Cot"91-"IRMING $�7E AND
AF"PROVAL, OF NEF', '0,�,IIEN
GreenWorks Service Company
Page 13 of 23
3
GreenWorks Setvice Compiny Page 14 of 23
A properly hjnctilf.mint gutler v,,,11 miry mize pond�ng, and crasion, anti can hclp (ontrol sea5onal
movernent of the founoeN)n. The gutte, "Y4 (-(T' shoold dls( harge the venter a f�'WIIMUV) (it S feet from t he for ndAtion
or into a helow-grade drainago ';Ystem'
Brick/stone veneer cracks can be filled with mortar, Note, expansion joints in veneer should be filled with an elastic
silicone caulk, not mortar.
t "o t 11,
-D!F SIC�NED. f,04D SEA�-'ZD !wETTER,
V'r"E"
�PFIROVkl, OF 'F'�ER �MSI' A-RD'N VMHEN ALL E
VVICIPIK is C011kAPILVE
GreenWorks Service Comparty Page 15 of 23
ZEEM= �
=�
Seps .-,i'nun of ti u, frwzc� ii)oarol from the vencet
Ow
GreenWorks Service Company
Page 16 of 23
M:l=
rl t
VA-ftsow
Flatwork Se pa ratio n/Settlem ent
Flolvw)tk can hero-leveied W111h rnud-jack!�)g or ;vflY-J,)(.k:rg if
I MW
GreenWorks Seivice Company
Pagp 17 of 23
4: CONCLUSIONS
Based solely or) our obse,vMion (if the foundAlon' it our opinion thit the s habitcble irici safo for
o c c u I) a r i cy at me
T h EN nt i- Liar and Px, or nr of ?tit ;tru trite showed typical signs ot'distress for a structure that has incurred differential
foundation movement.
It should be noted that, while foundation socivernent can Cause interior and exterior cosmetic distress, it is not the only
reason that cracks and separations may appear in a structure. Cracking may weaken materials, although the majority
of cracks do not compromise structural integrity, The normal and expected thermal expansion and contraction of
dissimilar building materials (such as veneer, trim materials, windows, wood framing, and interior drywall on a typical
exterior wall) can, cause cracks and separations that are not an indication of Structural failure, In addition, some
building materials, such as sealants, deteriorate over time and require regular maintenance.
lie helow f aunda;on mover-ient carrulat iocs I �'-ive been performed acccirdng P f IIA-'C-1 "i- " 'Gi.,i,oelines for t he
Evaluation of'F()VndAkJn Mover -now, fm Rw'entiol ar)d 0,hur L(,.)w-Pile Bu1dfr.g,,.` Thec,Aculatiorl'„. ':("Dorote
fOU"7riata€)" F"KiVer"iFfIt :ram fmindat)on Dlpfle(t�""n (bpnd, nv� acid foondatlnn—ilt rq— Stra,gh( 1 ne mthfT'Ptt(: of the. I ' rag;
1, L� g I
elevation read :ngs Prov (I pd, on the Elpvat;on Survey vwv II not Y'P I (it I ip sarne d e'€ I IT-, and 4hrwlri not be, ii'rorrectly
corripared.
The standard allowable differential deflection is based on 1.0 inch of vertical movement, up or down, over a hori7ontal
distance of 30 feet; expressed as Length (in inches)/ 360. The standard allowable tilt is based on 1% slope over the
entire length, width, or diagonal of the foundation.
Conclusions: Foundation Deflection Exceeds Limits
B,iSed on tour obse,vatiof is of theptenor acid extef ,
�m co'inefi( cNs-ress, the fluor elevation's, and CaICUIAMIS, it aS OU1
oppion that the foundal an has undergone are excessive )mount of movement. The maximum differential deflection
is 1,0 inches and occurred over an approximate distance of 25,0 feet. This amount of deflection exceeds the standard
allowable deflection of 0.8 inches for a distance of 25,0 feet.
It is common for structures with retro underpinning to exist close to but not entirely within the standard tolerances,
Although remedial measures would be required to bring the foundation to an allowable standard, doing so could
cause interior and exterior distress that currently is not present. We observed numerous foundation maintenance
deficiencies; thusly, it may be a prudent course of action to hold off on underpinning installation by comprehensively
implementing the foundation maintenance recommendations, waiting 6 to 12 months, and then obtaining another
Foundation Evaluation to determine the behavior of the foundation in better conditions, as this course of action may
reduce or eliminate the need for underpinning. It should be noted that the longer the foundation is permitted to
remain outside the standard tolerances, the higher the chance for structural damages - we are including an
underpinning repair plan if immediate action is desired.
Pv,K01
5—
FROM RMEGMTEREZ)
C'('.,NFMRf1PAN'"G, SlTE fir"GIPECTiON AND
AF'F'R0V,,:'1L OF FiSR MS'� 'A' � i 'A TIC' N, 1A4'HZF I'
P;
Greeifflorks Service Company Page 18 of 23
or ,
....... ....... ... . ...... . ... P i G N R D A N' D S 12 A MT'E
APPRANLO
GreenWorks Setvice Company
Slab Foundation - Underpinning Repairs
If immediate action is elected�
1. Install 17 perimeter and 40 interior piles/piers as shown on Figure 1. The underpinning may be concrete cylinders,
steel pipe, helical screws, or drilled concrete piers - refer to Figures 2, 3A, and S. Underpinning will not improve the
performance of the foundation in non -Underpinned areas. Note, any foundation movement, even corrective, can
cause additional cosmetic distress. The contractor shall determine the amount of elevation correction needed based
on the reaction of the structure during the adjustment in order to minimize stress and additional cosmetic damages.
0 Do not attempt to install the perimeter underpinning while omitting the recommended interior underpinning,
as this may increase the bending on the slab resulting in a higher likelihood of increased damages.
6 The repair plan we have provided has been developed without location information on existing underpinning, If
possible, we recommend locating documentation of any existing underpinning prior to implementation of the new
underpinning, This documentation may be provided to us to analyze and adjust the repair plan as needed to
maximize its effectiveness. Adjustment of the existing piers/piles that are in the same location as our
recommended underpinning can be substituted for installation of new underpinning.
2. Obtain a leak detection test by a licensed plumber after the foundation has been repaired to verify the condition of
the plumbing. If any discrepancies are determined they should be repaired immediately to preserve the foundation
repair. Trenchless plumbing repair is preferred when feasible as it is minimally invasive to the foundation slab,
3 Comprehensively implement the foundation maintenance recornmenclations.
4, Following completion of the foundation underpinning installation, obtain a final elevation survey to provide a
post -repair elevation baseline. Review the performance of the foundation every 6 to 12 months. Compare all future
foundation evaluations to the pre -repair and post -repair elevation baselines.
9. Upon successful completion of the foundation repair, the interior, and exterior cosmetic distress can be repaired.
If field conditions are to discovered to differ, engineer to be contacted prior to repair implementation. Following
underpinning installation, we recommend contacting our office to schedule a Foundation Repair Verification. The
purpose of the Foundation Repair Verification is to produce a final elevation Survey and post -repair baseline and to
ensure that the repairs have been performed in general accordance with our recommendations and in line with the
Texas Section of the American Society of Civil Engineers (ASCE) guidelines, The Foundation Repair Verification includes
a sea . led report that can be filed for future proof of successful repair of the foundation.
E_re_.qg,g,ot1v Asked Ouestions
If you'd like to speak to a member of the engineering staff regarding technical questions or concerns you may reach
out to the front office to request a call. Please ensure that you have read the report prior to requesting or your call will
be rescheduled,
1, Why any I getting different deflection values than the report whet) I'm adding and subtracting the elevation
readings from the survey?
0 There is not a set number (such as 1.0'* for example) that serves as the limit for foundation movement. This is a
cornnron misconception - reference Section'Coficlusions'Stibsectiot7'Fouridatioti Movement Calculations' to learn
more about how the limits are determined.
2. If I call you can I get you to revise your opinion?
. If You believe you have pertinent data that was omitted from or misinterpreted in our analysis then you may
contact our office to provide this and we can revise our analysis accordingly. In the case that you do not have any
new data but still attempt to get changes, we remind you that it is prohibited to modify engineering reports for
non -engineering reasons per The Texas Engineering Practice Act.
3. What is the recommended timeline for underpinning installation?
0 The general rule is the more that the foundation movement exceeds the limits and the longer you wait, the
higher the risk for critical foundation damages, such as slab fracture, which generally require more expensive
repairs than standard underpinning installation. .... . ... . ........
FFZOIV� RE*,M7ERED S.N(�',MEERR
COW5�R�",�IWG SITE iNSFIECT,ON ANk-�J
k,'VORK �S COKIPLETE
GreenWorks Service Company Page 20 of 23
1�11311=13
Good foundation maintenance practices are the most effective solution to minimizing soil activity, 1"hp
pirmixy ROM of hRowavort rrrantenance riethods o to maintain a relatively constant riorsturc, content in Vie soil
aroun,dand below We hiundswum The movement wid dwrimWe of waier is a cri*iC,al rioancean nce element that
qjje(jj(,,s Wil Jr (trip proper" ies of thpr�lxcrilnsive, soil that Us sunrune K sApprined upon. Trip goal of proper
drainage is to remove emus water tram amund Me founda-,iori to keep the scot arounc as tinder the 51-mclamn at a
Staible ino,sture contem,
1. Gutters and downspouts arean effe(Me 1-tethod of direct ng ia,nwate- allvey from the StrUCtUre, pot v'nljst be
employed correc Up To hot er crontro I the rainwatiiv en sore jpvters, Ocwvrispouts anct exters,ons tire present Pr each
Clown -sloped area Ott I "e roof, GLJ',t(,cS '--ihOU ILI n,IVr> ) slope no Ims than 6 KA as m IC No (9A Mope) and a N Karr uns
shall be madpweather ill -A JaIg0raide ana shall be eq&Wpd w4h screens -,o allov.) leaves and other riphris-,o he
vi,ashed oft the roof Dowrapmrs Amulo he installpa at a ribit-nurn eve, 40 fem. Me downspotos ?odd d1sBarge
the water a !'it niMUM of (i feet frorn the foundation oa :,nto a drainage sysTerl,
A To asnost in We drarnage of Nee vans, lire grade scu"nindAg the kwiridano-i should be Aped away ham 1 he,
follii(jorhofr) fr of the hrot In feet ale tuvi -he perimeter vvl -Prp prartirahle. TY App Would dmp a rohimvp of
inuies 0 10 feet (SI, %% Swale s Qiould have sWipes of a mmi0lWT1 of 2 :nche,, in -0teo. If th!S (arinn-
,r,)e done is French Dram may ue rerjuxed. Cwerslxturmed soils can cause founclat mr heave ardiror settlement anci
C'orrA)ute to exce,,`,We fowalkaln movemont- Re-cwtAite panding vmte,, if vmjc,p°ead dralnagf�' 0"SUC�s
are present our office may be coraacteo to oelux M d Dr0foage lnjett= Ld the 51 and or DWde fhaNdge
i2emediat P,on plons J recersary.
1, Conscier rernoving Any —eps of large mishps wAhm 6 feet of i he fc,sara toot cir , i ht large vpgerat tor can (Onsnrle,
vantan"nuu s of w.,ter wh1h can ir awe; ntwo sak; i o Qrrnk, pvtentMlly LMNOg dW1WH1g Wnd=V MOMMMt
Tree roots can also eve id helovthe foundation aml cause darnage. Tree mots car I ypvally ex I erri as far as the
ement of Me Does canopy, it trees are not to be rarroved, a rwo baMwAnay be usec between the tree and the
hundats" mot bwrvr istallatitrn may negaInvoly affect the vegnatur and h is fpcommirridet; to curitact im
experieroso, arbons by rmomrnendatnm, I n nninrnze thresh affects. Removal of trPer; or large Imishes may st np
s1drikage or lead to paitial resuravon ufsmtled aieA, � , ()f the fontri dation. Removal m4y reaA in LySeaval caused by
scill rio wire increase, emie6ally The twe predates cofstroc Win, IftrPes are ernoved, asoirable svaAing period may
no fermyrrnended to allow for, still heave, P0 now tree pruning way reduce forty P clovjnward foijndatinri moviomen',
but ray not lead to fourdanon elevation recovery. 1 ree prurong or addironal watering may be a pruclou alteamilme
to removal,
I Ela%h as waw,trg prograrn In- the fnindarior soil to keep the sail moinnim content Constant Crunng tire dry
rnonths, .Keefr,rg the taw " he&Vy w:ll hell, to redUCe eVaP0`dtJ0n and dryness Water the lawn and other vegeta,ofl
roryqently and evenly, I M crar-king/cIpyc(ation art the surfne is a vgn that the still N too dry.
4�o,grade Chpmr cal Stab1i/aMiii
if the above convientronal riedrinds for wm0numg soil wtivity prove to lip less effect :ve i han desirpo, vvhilc- Costly, a
final op;laan of wugrade nernkal qaWhzat:t.Or? rray be expYred. H Eton Upton 0 pCosued we "Mornme" comacang a
gemechnKal engmPer and an Pxppnenceo. repaa ptofpss;onal to fac ilitatehp proje(-. 'The trle, tor shoid' bpr"haoisd
the apprimbratp prohN of thp subgumlke Inmr to sp-roading the rhan ral so as In pennit Se most nirthn of a
unSmAy compacted c"rw ofchNnically treated so L I he addition of tne cheri,cal may ta:srl the subgrade profile
wkhQ appoMMaNy I amh anernnvp th,s excess rratenal dur:rg the final gad&& Spolad rho cl-mmikyl unhmnly orr
IQ nuowode Uyng a rw0woud Spoader M the approved rate and on a constant care of spoKi. Yingrtiff' cliernkmi
statifli/at or) work K not to be per -formed when the a r temperature is less tf-an 40 degrees Eahrerihe.,,,, them the. soil
frozen, or during wet ol unswtable veather,
F R 41W illf R E <� I ST E R E 0 E � 4 Gl l�l S E R
CO3iqFiiRMMlG SITE INSPSCTiON AND
APPROVAL OF HER HaTAIMATON WHEN
INORK 1S COMPLETE
An "nNY, MUT &MY:D
GreenWorks Service Company Page 21 of 23
� I I I la-MINVEMMIMMIXII I � I
Greenvv')rk"' comp0f)y
P= tic pal F,ri.j,,:neer
R(:gp:,,? evo Eng�neermg R,'tn 20170
Rt1Vtk1w,,, enable w., to ( ontmL'w pfov,ding the best you oncl
they ako help hotneowners like you zo make fonfident oer,siow, about their
engineering, needs,
Foundation movement , a prevalent phenomenon Texas, FUtUfe, founclarlion movemenr, is Likely to
varying degrees acre to the shrink: sw0 characteristics of the soil, Tl�e foundation ?s prone to movement
do,e to the 1-110iStUre variation in the ex,srm- so!1 and total prevent+on of future rnovement is unlike'y
COUFIR,�- ING, S�TR-� NV�r--CTHDN A�NO
APPFROVAL OF mtaF, ikas'r.u-�LA"NO114. 1,M-N-N,
.. ............
GreertWorks Service Company Page 22 of 23
The contents of this report SUpersede any verbaE cornawn:Cat,on regal-cl fig the subject foundation during
or after the inspect,on. This report was prepared for the exclUsve use of the client listed above.
GreenWorks has no obi gat4lon or con,,;, actual relationship to any PMly Other than nor client and their
agents in regards to the subject property,
The opinions and recommendations contained in this report are based on the visual observation of the
then current conditions of the structure and the knowledge and experience of the engineer, It :s known to
all educated err ;sneers with knowledge of d',fferential foundation movement that the most effective long-
P ,Prm solution to founclat��on movement is deep foundation underp nnng for tyre se entire tructur , however
,his method ;-,, rarely economically feasible and often catises ormanted raise ptir damage. Th's report
provides engineering adv:ce intended to correct the obtierved foundation deficiencies ossuimng normally
eXp(-'Cted SUbsurface condit;ons and conventional construction methods. The chent zi-C,rees that
GreenWoiks is not respomAlc, for knowledge of specific Lajbsurtace conditions at the SUbject property
The PWIL)atinn Was hrolrPd TO ViSUal oh-servatinns and areas not v"sihie, accessible, or hiddien beh'nd
furn4t,irfl and apphancos were no, in(-ILJd(-d in the PVAIWIlion. The eVAILIation did nor inCiUrip any soil
sampling or testing, nor any assessment of the ex;sr:ng frarmng, PlUrnhing, or aLmhary strurrurps and no
implication is made or the rornplancp or non compliance of the strUCtUrP with old or rurrent hrUdd:ing
codp, No verificarl,on was made of the ex°strig concrete strength, tt,,icknp�,;, location of interior- grade
beams, reirInforcernent, nor capacity to support any load.
No guarantee or warranty as to the future performance or need for repair of the building or fatesat:on :s
;ntended or (niplied. IJfnits of habihty for any cWrns efith respect to this report ;s hrnted to the foes paid
for services and cjr yooe rely rig or, rhe contC'Jrjr of this report agrees to i'ndernnify GreenWorks Service
Company for all costs exceeding this fee,
Fr,7M"E-0—A
I SISGIZiST RED zMGir,'.==P
CCNFiRiA'HqG S�T5- ANO
A P P P 0 VA L 0 t F'� � N S T A L L A 1"i 0 :4' VV H F- IN,
GreenWorks Sewice Company
Page 23 of 23