HomeMy WebLinkAboutSFRA2020-0078 (2)DATE OF ISSUANCE: 'AN 0 F��
PERMIT #: d—v- 00-1 Is
IW—'
BUILDING PERMIT APPLICATION
(PI EAS : PRINT LE IBLY — COMPLETE ENTIRE FORM)
JOB ADDRESS: I ' VV�,1 1 1
LOT: 14 BLOCK: F SUBDIVISION: College Creek
SUITE #
BUILDING CONTRACTOR (company name): Structured Foundation Repairs Inc.
CURRENT MAILING ADDRESS: 13301 Trinity Blvd. #133
CITY/STATE/ZIP: Euless, TX 76040 PH: # 972-484-1200 Fax # 972-484-1215
PROPERTY OWNER: Jay Powell
CURRENT MAILING ADDRESS: 1255 W Hudgins St
CITY/STATE/ZIP: Grapevine, TX 76051 PHONE NUMBER: 4176296885
PROJECT VALUE: $ 7340.00 FIRE SPRINKLERED? YES NO X
WHAT TRADES WILL BE NEEDED? (check ones that apply) ELECTRIC PLUMBING MECHANICAL
DESCRIPTION OF WORK TO BE DONE: install 15 concrete pilings to stabilize foundation
USE OF BUILDING OR STRUCTURE: Residence
NAME OF BUSINESS:
Total Square Footage under roof: 2964 Square Footage of alteration/addition:
❑ I hereby certify that plans have been reviewed and the building will be inspected by a certified energy code inspector in accordance with
State Law. Plan review and inspection documentation shall be made available to the Building Department (required for new buildings,
alterations and additions)
❑ I hereby certify that plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review.
Control Number: (Not required for 1 & 2 family dwellings)
❑ I hereby certify that an asbestos survey has been conducted for this structure in accordance with the regulatory requirements of the Texas
Department of Health.
(REQUIRED FOR DEMOLITIONS, ADDITIONS AND OR ALTERATION TO COMMERCIAL AND PUBLIC BUILDINGS)
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).
PRINT NAME: Patricia Palos SIGNATURE nn,��r ,-
PHONE #: 972-484-1200 EMAIL:
CHECK BOX IF PREFERRED TO BE CONTACTED BY E-MAIL
THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT
Construction Type: Permit Valuation: $ Setbacks Approval to Issue
Occupancy Group: Fire Sprinkler: YES NO t Front: Electrical
Division: Building Depth: Left: Plumbing
Zoning: Building Width: Rear: Mechanical' ---
I Occupancy Load:
Plan Review Approval:
Date:
Site Plan Approval: ��
Date:
Fire Department:
Date:
Public Works Department:
Date:
Health Department:
Date:
Approved for Permit:
Date:
Lot Drainage Submitted:
Approved:
P.O. BOX 95104, GRAPEVINE, TX 76099 (817) 410-3165
Right:
Building Permit Fee:
Plan Review Fee: —ol
Lot Drainage Fee:
Sewer AvailabilitN Rate:
Water Availability Rate:
Total Fees: j <- , flU f
Total Amount Due: r �L
O:FORMSIDSPERMITAPPLICATIONS 1/02-Rev.1110 210 ,1 /11
. BUILDING --- RESIDENTIAL ALTERATION
,GRAPEVINE. INE. Issue Date: January 7, 2020
PROJECT DESCRIPTION: Foundation Repair
PROJECT # (817) 410-3010 WWW.mygov.us
SFRA-20-0078 Inspections Permits
City of Grapevine
LOCATION LEGAL
P.O. Box 95104 1255 W Hudgins St. College Creek Blk F Lot 14
Grapevine, TX 76099
Grapevine, TX 76051 Less Portion With Exemption, 50% Of Value
(817) 410-3165 Voice
(817) 410-3012 Fax
CONTRACTOR INFORMATION
Structured Foundation Repairs, Inc. —APPLICANT NAME Patricia Palos
13301 Trinity Blvd. #133 —APPLICANT PHONE NUMBER 972-484-1200
Euless, TX 76040
County Tarrant
(972) 484-1200 Phone
Fire Sprinkler System? NO
(972) 484-1215 Fax
Square Footage 1996
VALUATION 12950
OWNER
FEES TOTAL = $ 150.00
Brandon Eric Jones
155 E Russell
Building Permit Fee, ($f 50.00 Flat Fee) Simple
Aurora, TX 76078-4488
Alteration $ 150.00
AVAILABLE INSPECTIONS
PAYMENTS TOTAL = $ 150.00
► Building Final (required)
Structured Foundation Repairs, Inc. (Thomas
Kidd)
($150.00)
Check on 0110712020
Note: CK315594
NOTICES
1) ALL work must be done in compliance with the 2006 INTERNATIONAL
BUILDING CODE.
2) A copy of the signed permit and approved plans must be on site at all times.
3) The project address must be clearly posted at the job site.
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).
ignatwe Date
MYGOV.US City of Grapevine I BUILDING --- RESIDENTIAL ALTERATION I SFRA-20-0078 I Printed 01/07/20 at 3:59 p.m. Page 1 of 2
ALL CHANGES REQUIRE
APPROVAL
Adam A. (oF, 1 &� QhPLANS
CROSSTOWN Tampa: (813)
702 -3398 1 Dallas/Ft. Worth (469 751-7694 HALL BE
� �
KEPT ON JOBSITE ATALL TIMES
Date: December 21, 2019
CONTRACTOR SHALL CALL. FOR
Attention: Structured Foundation Repairs, Inc. (via e-mail)
INSPECTIONS:
(817) 410-3010
Subject: Structural Foundation Initial Inspection Report
*******************************
1255-1253 W Hudgins St., Grapevine, TX. 76051
CONTRACTOR REGISTRATION
' WILL BE REVOKED UPON
PERMIT EXPIRATION.
To Whom It May Concern:
Crosstown Engineering (CE) was retained to conduct a review of the provided pier plan prepared by Struc-
tured Foundation Repairs, Inc. (SFR) to determine if it is a reasonable limited plan of repair.
CE visited the subject site to interview the property owner, observe the structure and terrain, and to verify
the floor elevation data.
We observed brick cracks, drywall cracks, floor cracks, frieze board separations and trim separations. that
indicated settlement was occurring on the back -left side of the structure. These observations are confirmed
by floor elevation data.
SFR has proposed to perform the following in the approximate locations of the structure as indicated on the
limited repair plan to support the foundation:
• Install 15 total pilings (9 exterior, 4 exterior with concrete breakouts, 2 interior).
Based on our observations, it is our opinion that the proposed plan of repair is reasonable. Because the
structure has endured pre -repair foundation differential movement, residual differential elevation and per-
ceptible floor slope may remain following the limited foundation repairs. This limited repair plan is in-
tended to provide a reasonable repair to improve the performance of the foundation and is not intended to
level the foundation. The contractor shall determine the amount of elevation correction needed based on
the reaction of the structure during the lift in order to minimize damages and additional stress.
Please see the Disclosure & Disclaimer, pier detail (if provided), and limited repair plan for more infor-
mation and do not hesitate to call us if you have any questions. CITY OF GRAPEVINE
RELEASED FOR CONSTRUCTION
Sincerely,
Crosstown Land Development Services
Per Id�g8k,#v6dniAa(ed
letter from Registered
Ervktanafirmingsite
�
Of
InSP'�Gfr
.pier installation when
fork is complete.
SHE-E-r: OF:
REL1'ACif Doi=S_ gAUTH ~-
ORIZE ANY woRIt IN
DNFLICY,1,VITH &Q'1PODE OR Z.O,u'NG ORDINANCE.
If YT ------- S TO BE KEPT ON
12/21/19TH T ALL TIMES
DATE: 1-G 20 _^ BY:
BUILDING INSPECTION DIVI A N
RELEASE DOES NOT APPLY TO CONSTRUCTION IN
EASEMENTS OR PUBLIC RIGHT-OF�WAY.
ALL CHANGES MUST BE APPROVED
Foundation Report ----- _
Page 1 of 4
lAN 03 20211
l a -SS W. I"-aww
Adam A. Green, P.E. (FL & TX), MBA
CROSSTOWN Tampa: (813) 702 -3398 1 Dallas/Ft. Worth (469) 751-7694
DISCLOSURE & DISCLAIMER
It is known to knowledgeable professional engineers that the soils in this area are subject to movement due to expan-
sion, contraction or densification of the soils etc. This soil movement could possibly cause the foundation to move
after the remediation plan within the attached report has been implemented and may impact the stability of the foun-
dation and cause damage.
NO WARRANTY IS EXPRESSED OR IMPLIED BY THIS ENGINEER AS TO THE PERFORMANCE OF THIS
FOUNDATION OR THE REPAIRS THERETO. Diligent foundation maintenance to maintain consistent soil condi-
tions along the perimeter should reduce further problems after the recommendations within this report have been
implemented. However, seasonal moisture variations, water leaks, erosion and other factors may affect the stability
of the foundation and put it in danger of further damage.
REPORT LIMITATIONS
This report is written for informational purposes only and is not intended to be a detailed technical evaluation of the
property or an inventory of defects. The opinions expressed in this report are based on a visual evaluation of current
conditions observed at the time of the inspection. THERE IS NO WARRANTY, EXPRESSED OR IMPLIED, CON-
CERNING THIS ENGINEERING REPORT.
The information in this report supersedes any verbal comments, expressed or implied, made by Crosstown Land De-
velopment Services or its principals, agents or employees. The client agrees that neither CLDS nor its employees or
owners will be responsible for:
1. Knowledge of the subsurface conditions without extensive geotechnical data obtained from onsite drilling and
testing of the recovered samples,
2. Knowledge of cracks, vertical differential displacement of floors without uncovering of the floor by the client; and
3. Any other element such as joists or beams and other structural members that is boxed or otherwise not readily
available to CE for viewing, and releases CE from any liability attributable to such knowledge or conditions.
Any prescribed repair or maintenance plan detailed by this report is based on observations of apparent performance
of the facility at the time of this structural survey. Compliance with any code or specification other than as expressly
noted is specifically excluded.
The provided Floor Elevation Map and resulting recommendations are based on conditions as they now exist and
DOES NOT IMPLY OR WARRANT THAT OTHER PROBLEMS AND OR AREAS MAY NOT MANIFEST IN
THE FUTURE.
This report was prepared expressly for the client and expressly for the purposes t fission
for use by any other person for any purpose, or by the client for different pu os stated in
writing by CE. RELEASED FOR CONSTRUCTION
CE SHALL HAVE NO LIABILITY FOR ACTS OR OMISSICI"LbLyTHE CONTRACTOR Q S SUBCON-
TRACTORS PERFORMING WORK ON THIS PROJECT, OR T LFFiK IN
FORM THE WORK IN ACCORDANCE WITH THE 1stMIA
K+%'6
CONSTRUCTION MEANS, METHODS, TECHNIQUES,
TIONS INCIDENTAL THERETO. CITY APPROVED PLANS TO BE KEPT ON
CE expressly DISCLAIMS ANY WARRANTY OF FITNESS FORA 9G"ffcATaAsMI.e ijIj Ce�'
pressly disclaims that it has contracted for or received any warranty of t es ror a particular purpose with respect to
this report. THE REPORT UNDER THIS AGREEMENT IS ��NION OF CE AND THE NO WAR-
RANTIES THAT EXTEND BEYOND THE DESCRIPTION ' I z V1SION:
Foundation Repo P1 ReCG DOES NO-T APPLY TO CONSTRUCTION IN
Page 2 of EASEMENTS OR PUBLIC RIGHT-OF-WAY.
ALL CHANCES MUST BE APPROVED
PRESSED PILING SPECIFICATIONS
SIDE VIEW
FRONT VIEW
!
EXISTING
i
I f
I
STRUCTURE i I
FOUNDATION
- STEEL SHIMS
% CONCRETE
CYLINDERS
SOIL
- CONCRETE >
CAP
12" LENGTH
6" DIAMETER
AND/OR
8" LENGTH
4" DIAMETER
PILE SECTIONS
e '
r '•
z
TENSILE STRENGTH
j
PROVIDED BYTWO
o
fi
COLUMNS OF #3 OR
w
#4 SCHEDULE 60
m
REBAR EPDXY OR
a
Co
GROUT IN PLACE.
_
LL
Ir
Z
Z
T
a
w
REBAR SHALL
w
PREVENT LATERAL
a
DISCONNECT
BETWEEN
CYLINDERS. 12", 18"
OR 24" SECTIONS "
°
MAY BE USED.
1
_
CTom``
RELEASE :' -CO ~
t i loy
f� 'ADAI A- GREEN
SHEET: ti-
"i 1 —
............. ..................
—�
RELEASE FOES NOT AUT
5� IN
V
CONFLICT WITH THE BUILDING COQE4l7�'`�iDINANCE.
1255-1253 W Hudgins St., Grapevine,
TX. 76051 _-
```
—
GffY AP'P'RUVLU MANS
I U t3h KENi ON
CROSSTOWN
CROSSG
TBPE FI 15944 - VWWV.CROSSTOI�j(�V�NGINEERING.COM
DATWz ..,, ;aa - na�_I nc nn iCPl Cv
BUILDING INSPECTION DIVISION:
RELEASE DOES NOT APPLY TO CONSTRUCTION INI
EASEMENTS OR PUBLIC RIGHT-OF-WAY.
ALL CHANGES MUST BE APPROVED
CONSTRUCTION NOTE: IF INTERIOR PILING LOCATIONS ARE SHOWN PLEASE NOTE: THIS DRAWING IS PROVIDED FOR PRELIMINARY PERMITTING
ON THIS MAP THEY ARE APPROXIMATED AND ARE LOCATED WITHOUT AND CONSTRUCTION PURPOSES ONLY. IF EXISTING PILINGS ARE SHOWN
-KNOWLEDGE OF THE'LOC-AT-IONS-OF THE -INTERIOR -GRADE --BEAMS— ON -THIS -MAP-, THEIR,LOCATION-WAS-P-ROVIDED-B-Y-THE-CLIENT-AND-IS
THE CONTRACTOR SHALL MAKE FIELD JUDGEMENTS BASED OFF OF APPROXIMATE. CE DOES NOT CERTIFY THEIR PERFORMANCE OR j
THEIR GRADE BEAM;NVESTIGATIONS AND OBSERVED SLAB QUALITIES EXISTENCE. IF THE READER WOULD LIKE TO DETERMINE IF THEY ARE'
TO - FIELD LOCATE -T-HE-FINAL-INTERIOR-PIER-LOCAT-IO-NS.-FINALSCOPE ACTUALLY_PRESENT,iTHE1LMUSTCONTACTTHE_OWNERQRCONTRACT-OR-
CHANGES SHALL BE APPROVED BY THE ENGINEER OF RECORIJ. TO OBTAIN AN ENGINEERING CERTIFICATE FOR THEM.
' 12 1 3 4 5 6
- � - �
0.7 I -09 ! -0.6 04 0.1 0.9
..
1 1 1
-- s - i----I- 10-----1---
! ® -0.3 � 0.3 0.9 i 1
-0.2
_ A A
0.3
T!
SI
-- - i-- T - -- - 1
0.0 1 1 0.5 0.9 1.5 FP
0.5 R R �I � 1
I
0.71 0.3 -1.8
-- -
MONO 0.5 72 �- 13
0.0 -0.5 0.5 MONO I
I i i L.0.0_:J
0
i II
ISAN --'--GARAGE -GARAGE I- 15�
1 I I 1
I i I
I I
1 j 0.2 -0.1 -0.21 0.71i 1
EXISTING PILINGS L_I I p� I I DM/ I fF-'_J
1--- -- II-_THI_S AREA - -i - -'! 1253- - -i -i — -1255
-- - -� — -I--- -- FRONT - - - --
INSTALL 15 TOTAL PILINGS (9 EXTERIOR, 4 EXTERIOR WITH BREAKOUTS, 2 INTERIOR).
LIMITED REPAIR PLAN "NOT TO SCALE - ALL LOCATIONS APPROX T�L _MINE
-0.6
10.0
-01
0.3
0.4
PRE -LIFT ELEVATIONS BY CE (12.20.19) 0.0 POST -LIFT ELEVATIONS BY
LEGEND-C.Fi��'.::...............-.......................... ......
SHEET ApAMA.GREEN
ELEVATION BASEPOINT PROPOSED PAD/BLOCK X EXI
PROPOSED BEAM EXISTING PAD/BLOCK � 'DES NT A O E A
tq-lkWnFWNTL DING CODE OR zOA
EXISTING BEAM PROPOSED PIER EXISTING BREAKOUT
T wN
ENGINEERING I FOUNDATION REPAIR
1255-1253 W. HUDGIN
CR Y OV S N
TBPE FIRM F-15944 -
Djjf4) 'cBUILDING INSPECTION DIVISION:
OLMAWEMS
RtLkA�E UUt� NO APPLYLTNIMMED
TI.} C;UNSTRUCTION IN
S ST''
I , I11 iislisIJII; II I I --- -
ROSSTOWN
Date: August 12, 2020
Adam A. Grccii, P.E. (FI, & 'I'X), MBA
Tampa: (813) 702 -3398 1 Dallas/R. Worth ('169) 751-7694 "
\
Attention: Structured Foundation Repairs, Inc. (SFR) (via e-mail)
Subject: Final Report & Inspection
1253-1255 W. Hudgins St., Grapevine, TX
Dear Structured Foundation Repairs, Inc. and Property Owner:
Structured Foundation Repairs, Inc. (the contractor) retained Crosstown Engineering (CE) to visually in-
spect foundation repairs completed by Structured Foundation Repairs, Inc. Crosstown Engineering visited
the property, conducted a visual inspection, and determined that all work, including any approved changes,
has been completed per our original report dated 12/21/19.
Based on information provided by Structured Foundation Repairs, Inc. and visual observations, it appears
that the following was performed:
0 Installed 15 total pilings (9 exterior, 4 exterior with concrete breakouts, 2 interior).
The elevation data obtained during the inspection indicates the foundation is supported by pilings to pre-
vent further downward movement and may have been lifted. In some cases, the pilings are meant to sup-
port the foundation and minimal to zero lift was intentional.
We recommend post -lift plumbing tests be performed on the sewer and potable plumbing lines and that
any leaks be immediately repaired. This limited repair plan is intended to provide reasonable repair to
improve the performance of the foundation and is not intended to level the foundation. The contractor
determined the amount of elevation correction needed based on the reaction of the structure during the lift
in order to minimize damages and additional stress.
If you have any questions or need additional information, please call our office.
Sincerely,
Crosstown Land Development Services
Texas Engineering Firm (F-15944)
Adam Green, P.E., MBA
Professional Engineer (TX #116597)
EENS•.!
116597
8/12/20 ciceNac.. AV
8%ONA4 23+_
�r
Foundation Report
Page 1 of 3
CROSSTOWN
DISCLOSURE & DISCLAIMER
clam A. Green, Y.L. (FLA TX), \113.1
Tampa: (813) 702 -3398 1 Da➢av-Ft. Worth (169) 7551,7691
nr�
is known to knowledgeable professional engineers that the soils in this area are subject to movement due to expan-
sion, contraction or densification of the soils etc. This soil movement could possibly cause the foundation to move
after the remediation plan within the attached report has been implemented and may impact the stability of the foun-
dation and cause damage.
NO WARRANTY IS EXPRESSED OR IMPLIED BY THIS ENGINEER AS TO THE PERFORMANCE OF THIS
FOUNDATION OR THE REPAIRS THERETO. Diligent foundation maintenance to maintain consistent soil condi-
tions along the perimeter should reduce further problems after the recommendations°within this report have been
implemented. However, seasonal moisture variations, water leaks, erosion and other factors may affect the stability
of the foundation and put it in danger of further damage.
REPORT LIMITATIONS
This report is written for informational purposes only and is not intended to be a detailed technical evaluation of the
property or an inventory of defects. The opinions expressed in this report are based on a visual evaluation of current
conditions observed at the time of the inspection. THERE IS NO WARRANTY, EXPRESSED OR IMPLIED, CON-
CERNING THIS ENGINEERING REPORT.
The information in this report supersedes any verbal comments, expressed or implied, made by Crosstown Land De-
velopment Services or its principals, agents or employees. The client agrees that neither CLDS nor its employees or
owners will be responsible for:
1. Knowledge of the subsurface conditions without extensive geotechnical data obtained from onsite drilling and
testing of the recovered samples,
2. Knowledge of cracks, vertical differential displacement of floors without uncovering of the floor by the client; and
3. Any other element such as joists or beams and other structural members that is boxed or otherwise not readily
available to CE for viewing, and releases CE from any liability attributable to such knowledge or conditions.
Any prescribed repair or maintenance plan detailed by this report is based on observations of apparent performance
of the facility at the time of this structural survey. Compliance with any code or specification other than as expressly
noted is specifically excluded.
The provided Floor Elevation Map and resulting recommendations are based on conditions as they now exist and
DOES NOT IMPLY OR WARRANT THAT OTHER PROBLEMS AND OR AREAS MAY NOT MANIFEST IN
THE FUTURE.
This report was prepared expressly for the client and expressly for the purposes indicated by the client. Permission
for use by any other person for any purpose, or by the client for different purpose is denied unless otherwise stated in
writing by CE.
CE SHALL HAVE NO LIABILITY FOR ACTS OR OMISSIONS BY THE CONTRACTOR OR HIS SUBCON-
TRACTORS PERFORMING WORK ON THIS PROJECT, OR THE FAILURE OF THE CONTRACTOR TO PER-
FORM THE WORK IN ACCORDANCE WITH THE REPAIR PLAN. CE IS NOT RESPONSIBLE FOR THE
CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCE OR PROCEDURES OR THE PRECAU-
TIONS INCIDENTAL THERETO.
CE expressly DISCLAIMS ANY WARRANTY OF FITNESS FOR A PARTICULAR PURPOSE and the client ex-
pressly disclaims that it has contracted for or received any warranty of fitness for a particular purpose with respect to
this report. THE REPORT UNDER THIS AGREEMENT IS THE OPINION OF CE AND THERE ARE NO WAR-
RANTIES THAT EXTEND BEYOND THE DESCRIPTION ON THE FACE OF THIS AGREEMENT.
Foundation Report
Page 2 of 3
CONSTRUCTION NOTE: IF INTERIOR PILING LOCATIONS ARE SHOWN PLEASE NOTE: THIS DRAWING IS PROVIDED FOR PRELIMINARY PERMITTING
ON THIS MAP THEY ARE APPROXIMATED AND ARE LOCATED WITHOUT AND CONSTRUCTION PURPOSES ONLY. IF EXISTING PILINGS ARE SHOWN
KNOWLEDGE OF THE LOCATIONS OF THE INTERIOR GRADE BEAMS. ON THIS MAP, THEIR LOCATION WAS PROVIDED BY THE CLIENT AND IS
THE CONTRACTOR SHALL MAKE FIELD JUDGEMENTS BASED OFF OF APPROXIMATE. CE DOES NOT CERTIFYTHEIR PERFORMANCE OR
THEIR GRADE BEAM INVESTIGATIONS AND OBSERVED SLAB QUALITIES EXISTENCE. IF THE READER WOULD LIKE TO DETERMINE IF THEY ARE
TO FIELD LOCATE THE FINAL INTERIOR PIER LOCATIONS. FINAL SCOPE ACTUALLY PRESENT, THEY MUST CONTACT THE OWNER OR CONTRACTOR
CHANGES SHALL BE APPROVED BY THE ENGINEER OF RECORD. TO OBTAIN AN ENGINEERING CERTIFICATE FOR THEM.
1 2 3 4 5 6
-0.7 -0.9 (-0.9) -0.6 (-0.7)-0.4 (-0.4) 0.1 0.9
(-0.2) (-0.8) (-1.0) (0.1) (0.5)
s 40 (.0.2)10
(-0.3)
(0.8)
O
(11
-0.3
0.3
0.9
-0 6
(0.0)
(0.4)
(0.7)
6 0.0) (.0.6)
(-0.4) -0.2
(0.0)
(0.2)
(0.5)
(1.1)
A
■
1.0
(0.0) (-0.4)
-0.1 -0.4
(0.0)
(0.0)
(0.4)
0.3
(0.7)
(1.3)
S
S
(-0.1) (0.0)
�FP
(0.0) A
A
(0.5)
(0.8)
(1.5)
0.3 0.5
(-0.1) 0.0 1
1
0.5
0.9
1.5 FP
R R
S S
I(0.0) (0.0) (1.4)
0.4 0.7 0.3 (0.3) -1 8
I jw__j (0.0) 12 (-0.5) 13 15 (-0.1)
I MONO 0.5 0.0 -0.5 0.5 MONO
0.6 (-0.5) (-0.5) 0.6
(0.3) 0.0 -0.5 (-0.2)
1 ?4
I I
I I
Ism GARAGE GARAGE SDI
I I
I I
3
(NIA) (-0.) 1
I (-0.2) I
0.2 -0.1 -0.2 0.7
EXISTING PILINGS L_ DAN I I DNV __J
THIS AREA 1253 1255
FRONT
• INSTALLED 15 TOTAL PILINGS (9 EXTERIOR, 4 EXTERIOR WITH BREAKOUTS, 2 INTERIOR).
LIMITED REPAIR PLAN 'NOT TO SCALE - ALL LOCATIONS APPROXIMATE" of Teti
PRE -LIFT ELEVATIONS BY CE (12.20.19) O.O POST -LIFT ELEVATIONS BY CE (08.12.20) (X.X)
LEGEND : t__• -_ ._"'r"
ADAM A. GREEN
ELEVATION BASEPOINT INSTALLED PAD/BLOCK X EXISTING PIER
116597 �0
0 8 / 12 / 2 0
"- 4
INSTALLED BEAM EXISTING PAD/BLOCK INSTALLED BREAKOUT EN?��'s�
-EXISTING BEAM INSTALLED PIER9 EXISTING BREAKOUT
CROSSTOWN ENGINEERING
ROSSTOWN
TBPE FIRM F-15944 -
(469)-751-7694 - DALLAS METROPLEX
ENGINEERING I FOUNDA10N REPAIR
1255-1253 W. HUDGINS ST., GRAPEVINE, TX. 76051
AUG 0 7 2020 ?-D —a o 2 S
Vicki Hecko
From: Patricia Palos<
Sent: Friday, August 7, 2020 10:44 AM
To: Vicki Hecko
Subject: Request for Extension
*** EXTERNAL EMAIL COMMUNICATION - PLEASE USE CAUTION BEFORE CLICKING LINKS
AND/OR OPENING ATTACHMENTS ***
Good morning,
I would like to request a onetime 180 day extension for permit number SFRA-20-0078 for property address
1255 W Hudgins St. The customer was not wanting to do the work with all the rain and interiors as well as tenant issues
and is now able to do the work. Thank you so much for your assistance.
Patricia Palos
Production Manager
Structured Foundation Repairs, Inc.
D: 817-553-0202
O: 972-484-1200
F: 972-484-1215
Follow us on Social Media:
https://www.faccbook.com/StructuredFound/
ikngies list
i
SUPER SFRYgCE
AWA R d
This email and its attachments, if any, are intended for the personal use of the named recipient(s) and may contain
confidential, privileged, or proprietary information. If you are not a named recipient, or an agent responsible for delivering
it to a named recipient, you have received this email in error. In that event, please (a) immediately notify me by reply
email, (b) do not review, copy, save, forward, or print this email or any of its attachments, and (c) immediately delete
and/or destroy this email and its attachments and all electronic and physical copies thereof. Thank you.