HomeMy WebLinkAboutSFRA2012-4079CURRENT MAILING ADDRESS:
391(0
1jeritolat (_ �
Approval to Issue
CITY /STATE,- -'ZIP: �vrlesoyl
IX
Ito 0115 —PH:
# bVI. 41A. 11 Fit Fax #—a—M-411-5. I _Iql@
PROPERTY OWNER: r-N)gerV
Building Width:
5011e4
inlbing
CURRENT MAILING ADDRESS:
54b
S 0151f ine Lvi
Mechanical
CITYIISTATEiZIP: birtemim
TX_
icy DS1
P'HON'E NUMBER:
PROJECT VAj,jT E: S 00
Date-
FIRE SPRINKLERED? YES NO
DESCRIPTION OF WORK TO BE DONE: 5A) vhdawo paiy : msyotit 30 rxitvior ?rejed p.-iLtypko_ii'
lj cohat4t.
USE OF BUILDING OR STRUCTURE: SinAle, 511y i jfllina
NAINIE OF BUSINESS:
**Total Square Footage under roof: Square Footage of alteration /addition:
U I hereby certify that plans have been reviewed and the building will he inspected by a certified energy code inspector in accordance with
State Law, Plan review and inspection documentation shat} e mad vailable to the Building Department (required for new buildings,
alterations and additions) V 7 N
U I hereby certify that plans have been submitted t
Control Number:
• I hereby certify that an asbestos survey has been
Department of Health.
(REQUIRED FOR DEMOLITIONS, ADDII
• Registration Number with Texas Residential Cot
(REQUIRED FOR NEW RESIDI
of Licensing and Regulation for Accessibility Re-vie•.
(Not required for I & 2 family dwellings)
in accordance with the regulatory requirements of the Texas
TION TO COMMERCIAL AND PUBLIC BUILDINGS)
. ADDITIONS AND REMODELS OVER $10.1000.00)
I hereby certify that the foregoing is correct to the beit of my Kno%Niedg e 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 RE-VI E%V`ED 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: 11)cj y V ex �f SIGNATURE:
PHONE #-. FAX #:
THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION
Construction Type:
1 Pen-nit Valuation: S ZZ 4 .27,f f-
Setbacks
Approval to Issue
Occupancy Group: %2
.
Front:
ectric
Division:
Building Width:
Left:
inlbing
Zoning:
r -Building Depth:
Righ
Mechanical
Rear:
f
.........................
flan Review Approval:
Date-
Water Availability Rate:
Site Plan A.pprovaL
Date:
Sewer Availability Rate:
Fire Department:
Date:
Butlding Permit Fee:
47,7,:2
Public Works Department:
Date:
Plan Review Fee:
Health Department:
Date:
Lot Drainage Fee"
Approved for Permit:
Total Fees:
�' 7 5
Lot Drainage Submitted:
Approved:
Total Amount Due:
P.O. BOX 95104, GRAPEVINE, TX 76099 (817) 410-3165 O:FOR-N-IS'DSPER-MITAPPLICATIONS\ 12 1-04,5-06,2-07,9-07
Lb DATE: 10/18/2012
FOUNDATION CO., INC. I 39 itagV it ve Burl on, TX 76028
www.atlasfoundationinc.com MCMBLR
v �a an €aaa_�t 00 1 78. (f} 8 7 478 -1196
OWNER:
Elbert Bailey
ADDRESS:
848 Sunshine Lane
CITY:
Grapevine 76051
PHONE:
(M)817- 488 -2344
ATLAS AGREES THAT ALL WORK WILL BE CC
MATERIALS NECESSARY TO COMPLETE THIS
30 Concrete Pilings, Exterior 0 Concrete
Steel Pilings, Exterior Steel
16 Pilings through concrete. Remove & re -pour 24" x 0" sections.
❑Yes ®No Mudjacking.
Remove and not replace floor covering in areas
where mudjacking is required.
®Yes [--]No Perform a plumbing test after lift. (To perform
plumbing test the clean outs must already be present.
If they are not present, customer must install clean
out.)
LIFETIME FREE ADJUSTMENT WARRANTY applies to piers and pilings only and is attached hereto: ❑
— -- - -- Provide the total engineering required by
.The °City of Grapevine.
• This proposal does not include replacing
or relaying the ceramic tile at the two
pilingsafthe front porch.
• Match the washed aggregate, as near as if
p._ -
Washed aggregate ; concrete Washed • Complete l eve lin ay not be possible.
- - - - Agyregiie _r -
7
-1.7 -1.0+
-2.6 -3.4
° -
UA
-1.0 0.0
-2.1 -1.5 -13 0.1 Garage
Tfe
L -- --
,
- - I
BALANCE DUE UPON COMPLETION OF PROJECT. MasterCard, Visa and American Express Accepted
TOTAL PRICE if using concrete pilings: $12,270.00. FINANCING AVAILABLE
TOTAL PRICE if using steel pilings: $
Contract must be signed by an authorized owner, agent or representative. By signing below, you acknowledge and agree to the
General Conditions on the reverse of this document or attached hereto.
SIGNED: ATLAS FOUNDATION CO., INC —I
DATE: Darrel Ford I
�LiLt
ai.
aci
ZYes
❑No
Repair mortar cracks and caulk doors &
windows where work is performed.
®Yes
❑No
Remove & Replant shrubs where needed to
install pilings. Not guaranteed to live.
®Yes
❑No
Provide city permit.
®Yes
❑No
Flag lines. N Gas ® Phone ❑
Electrical
®Ys
LIFETIME FREE ADJUSTMENT WARRANTY applies to piers and pilings only and is attached hereto: ❑
— -- - -- Provide the total engineering required by
.The °City of Grapevine.
• This proposal does not include replacing
or relaying the ceramic tile at the two
pilingsafthe front porch.
• Match the washed aggregate, as near as if
p._ -
Washed aggregate ; concrete Washed • Complete l eve lin ay not be possible.
- - - - Agyregiie _r -
7
-1.7 -1.0+
-2.6 -3.4
° -
UA
-1.0 0.0
-2.1 -1.5 -13 0.1 Garage
Tfe
L -- --
,
- - I
BALANCE DUE UPON COMPLETION OF PROJECT. MasterCard, Visa and American Express Accepted
TOTAL PRICE if using concrete pilings: $12,270.00. FINANCING AVAILABLE
TOTAL PRICE if using steel pilings: $
Contract must be signed by an authorized owner, agent or representative. By signing below, you acknowledge and agree to the
General Conditions on the reverse of this document or attached hereto.
SIGNED: ATLAS FOUNDATION CO., INC —I
DATE: Darrel Ford I
�LiLt
4109 THREE OAKS DRIVE
ARLINGTON, TEXAS 76016
November 19, 2012
Prepared for: Atlas Foundation Co.
3916 Heritage Dr.
Burleson, Texas 75229
Type of Inspection: Initial Foundation Inspection - Slab
Subject Residence: 848 Sunshine
Grapevine, TX
OFFICE 817-446-0101
FAX 817- 446-5812
This report is intended to provide guidance to Atlas Foundation regarding their
foundation repairs for the subject residence to reduce foundation deflection and/or
minimize foundation movement.
Visual observations and relative elevation measurements were used to determine
where piers should be located to reduce foundation deflection and/or minimize
foundation movement.
This residence is a one story structure with brick veneer exterior. The interior walls
are drywall with various finishes over the drywall. The structure has a slab
foundation.
Visible signs of foundation movement were observed for the exterior and interior of
the house. These included, but were not limited to:
E Mortar Fractures between Brick or Stone or Stucco Fractures
Width (inches) Location
3/4
Right wall, garage area
1/16
Rear wall, bath area
1/16
Left wall, rear left bedroom area
1/16
Left wall, front right bedroom area
1/16
Front wall, by front door
Z Window Casing, Door Frame, or Siding Separation from Brick or Stone
Width (Inches) Location
1/8
Left wall side of garage door
3/8
Left wall, rear left bedroom area
12-4366
Interior Elevation Survev
Interior floor elevations were recorded to the nearest 0.1 inch throughout the
house to determine relative foundation elevations. Adjustments were made for
floor elevation differences and floor coverings if any. Elevation measurements of
the floor are shown on drawing no. 1001.
Conclusions
Based on visual observations and relative foundation elevations, the foundation
has settled along the perimeter. The resulting foundation deflection has caused
exterior brick veneer fractures /separations and interior sheetrock fractures.
Recommendations
To reduce foundation deflection and /or minimize future movement, thirty (30) piers
can be installed. See attached drawing no. 1001 for pier locations. The foundation
should be lifted using these piers as much as practical to improve the levelness of
the foundation without causing additional exterior brick veneer fractures, interior
sheetrock fractures, or door frames becoming out of square. Complete leveling
should not be expected. Should a void exist under the slab subsequent to the
lifting process, treatment of the void may be needed.
Piers can be constructed of concrete pilings. Pilings shall be pressed to refusal.
No pier method is foolproof. Piers can experience heave or settlement over time.
Exterior brick veneer fractures, interior sheetrock fractures, or door frames
becoming out of square can result from foundation repairs.
A post repair plumbing leak test should be performed. Any drain or water leaks
found should be repaired.
Provide uniform watering around the foundation. Soaker hoses should be placed
9 -12 inches from the foundation and operated 20 -30 minutes every few days when
soil is dry and cracked or pulling away from the foundation. Do not over water.
Add soil to any low areas around the house and grade soil to slope away from the
foundation.
..
Use of this report for any reason implies consent to all agreements and limitations
of this report. This report is provided for the exclusive use of Atlas Foundation as a
guide for correcting or minimizing current or potential foundation deflection of the
subject residence. Goode Engineering will not be present at the subject residence
when foundation repairs are performed, unless requested in advance, and paid for
time present at the subject residence while foundation repairs are ongoing. The
12 -4366 2
recommendations in this report are the professional opinion of Goode Engineering
and are based upon a limited inspection on the date of inspection, which consists
of visual observations of the exterior and interior of the structure, and relative
elevation measurements of the foundation. No invasive testing was performed to
the foundation, structure, or property. Exterior brick veneer fractures, interior
sheetrock fractures, out of square door frames and other signs of foundation
movement may occur after the inspection date. This report in no way implies or
constitutes a warranty or guarantee from Goode Engineering for the foundation,
foundation repairs, or any structural components of the subject residence.
Accordingly, liability is limited to the fee paid for this report. All current and future
foundation repair warranties and guarantees are the responsibility of Atlas
Foundation.
Sincerely,
,U
Randy W. Goode, P. E.
RA,NDAL! WAGGONER GCCDE`
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ATLAS FOUNDATION CO., INC.
3916 HERITAGE DRIVE
BURLESON, TEXAS 76028
TO WHOM IT MAY CONCERN:
ENCLOSED IS THE ENGINEERS' COMPLIANCE LETTER CONCERNING FOUNDATION REPAIR. PLEASE KEEP
FOR YOUR RECORD,
BEST REGARDS,
CHRISTY FORD / OFFICE MANAGER
817.478.1181
�n
4109 THREE OAKS
ARLINGTON, TEXAS 76016
December 17, 2012
Prepared for: Atlas Foundation Co.
Inspection Type: Post Repair Foundation Inspection
OFFICE 817- 446 -0101
FAx 817 -446 -5812
�'�5 1 -11
)-)- -111, 40
This letter serves as the post repair inspection report for the foundation repairs
completed by Atlas Foundation. The above referenced property was inspected on
December 17, 2012.
Based on information provided by Atlas Foundation and relative elevation
measurements of the foundation, thirty (30) piers were installed in the approximate
locations as shown on drawing no. 1001. Interior floor elevation measurements
were taken after the repairs were completed. These measurements show
foundation deflection was reduced where the piers were installed.
In my opinion, the foundation repairs as recommended in the initial inspection
report have been completed by Atlas Foundation.
Please note that the foundation repairs are the responsibility of Atlas Foundation,
the foundation repair contractor. Any warranty for the foundation repairs is
provided by the foundation repair contractor.
Agreement and Limitations
Use of this report for any reason implies consent to all agreements and limitations
of this report. This report is provided for the exclusive use of Atlas Foundation. The
opinions and recommendations in this report are the professional opinion of
Goode Engineering and are based upon a limited inspection on the date of
inspection, which consists of visual observations of the exterior of the structure,
and relative elevation measurements of the foundation. No invasive testing was
performed to the foundation, structure, or property. Exterior brick veneer fractures,
interior sheetrock fractures, out of square door frames and other signs of
foundation movement may occur after the inspection date. This report in no way
implies or constitutes a warranty or guarantee from Goode Engineering for the
foundation, foundation repairs, or any structural components of the subject
residence. Accordingly, liability is limited to the fee paid for this report. All current
and future foundation repair warranties and guarantees are the responsibility of
12 -4366
Atlas Foundation. Foundation movement after the inspection date may require
exterior veneer, interior surface, foundation or structural repairs for the subject
residence.
Sincerely,
Randy Goode, P.E.
/RANDALLWAL f GO ER UOODEO
.........................
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