HomeMy WebLinkAboutSFRA2017-4744 ,{�1� � �T /"� c*AQ DATE OF ISSUANW C 212017
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BUILDING PERMIT APPLICATION
(PLEASE PRINT LEGIBLY—COMPLETE ENTIRE FORM,'
JOB ADDRESS: q73 `Z 9--V Ug4,1t Xtc 00-Vi C-llelfi0.tri, SUITE#
LOT: BLOCK: SUBDIVISION:
BUILDING CONTRACTOR(company name): 5'iY
CURRENT MAILING ADDRESS: OX X FL 11-* S J
CITY/STATE/ZIP: T"L-S:) G ►L 7if1J` - PH:# LI(q-237-d I f L Fax#
PROPERTY OWNER: 0'ly o I'd Y LO/y
CURRENT MAILING ADDRESS: 97 ) Fi- u, SZlYL
CITY/STATE/ZIP: 0, ae-ri✓ A111 rh PHONE NUMBER:
PROJECT VALUE: $ '74w FIRE SPRINKLERED? YES NO
WHAT TRADES WILL BE NEEDED?(Check ones that appq)ELECTRIC PLUMBING MECHANICAL
DESCRIPTION OF WORK TO BE DONE: I ow`ml-: O✓4
USE OF BUILDING OR STRUCTURE:_14vvw6,
NAME OF BUSINESS:
Total Square Footage under roof: 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 ACCASSIBILITY BY THE CITY,AND THAT THE
DESIGN PROFESSIONAL/OWNER 1S RESPONSIBLE FOR OBTAINING SUCH NPP FROM THE APPROPRIATE STATE AND
OR FEDERAL AGENCY(S).
PRINT NAME: t't�-1r3J-' I ZLt SIGNATURE (
THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT
Construction Type: y' Permit Valuation: $ -74600 -06 Setbacks Approval to Issue
Occupancy Group: R ft3 Fire Sprinkler: YES — NO — Front: — Electrical --
Division: Building Depth: Left: Plumbing
Zoning: Building Width: Rear: Mechanical
Occupancy Load: Right: �—
Plan Review Approval:roval: Date: 1"1 Building Permit Fee:
Site Plan Approval: Date: Plan Review Fee:
Fire Department: Date: Lot Drainage Fee:
Public Works Department: Date: Sewer Availability Rate:
Health Department: Date: Water Availabilitv Rate:
Approved for Permit: Date: 1 A •al-1-1 Total Fees:
Lot Drainage Submitted: Approved: Total Amount Due:P.O.BOX 95104,GRAPEVINE,TX 76099(817)410-3165 O:FORMS''.DSPERMITAPPLICATIONS 1102-xe
0 9161RY/ij{/
BUILDING --- RESIDENTIAL ALTERATION
Gla NE Issue Date:December 21,2017
.7 F , - t x PROJECT DESCRIPTION:Foundation Repair
PROJECT# (817)410-3010 WWW.mygov.us
SFRA-17-4744 Inspections Permits
City of Grapevine
LOCATION LEGAL
P.O.Box 95104 873 E Riverside Dr. The G 1131klk L Lot 18
Grapevine,TX 76099 pv)
Grapevine,TX 76051
(817)410-3165 Voice
(817)410-3012 Fax
CONTRACTOR INFORMATION
Master Lift Foundation Repair *CONSTRUCTION TYPE VB
6326 E 13Th St. *OCCUPANCY GROUP R-3
Tulsa,OK 74112 *ZONING DISTRICT R-7.5
(214)918-2336 Phone
**APPLICANT NAME Harlan Deboer
(465)237-0152 Mobile
**APPLICANT PHONE NUMBER 469-237-0152
APPROVED TO ISSUE ELECTRIC NO
OWNER APPROVED TO ISSUE MECHANICAL NO
Brett Alan Bentman APPROVED TO ISSUE PLUMBING NO
873 E Riverside Dr
County Tarrant
Grapevine,TX 76051-6209
Fire Sprinkler System? N/A
AVAILABLE INSPECTIONS Square Footage
Building Final(required) VALUATION 7600
FEES TOTAL=$137.25
Building Permit Fee $137.25
PAYMENTS TOTAL=$137.25
Master Lift Foundation Repair(Harlan Deboer)
Other on 12/21/2017 ($137.25)
Note:CC4001
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).
MYGOV.US City of Grapevine I BUILDING--RESIDENTIAL ALTERATION I SFRA-17-4744 I Printed 12/21/17 at 12:21 p.m. Page I of 3
Signature Date
MYGOV.US City of Grapevine i BUILDING---RESIDENTIAL ALTERATION i SFRA-17-4744 i Printed 12/21117 at 12:21 p.m. Page 2 of 3
1
CCM ENGINEERING
ol 2570 FM 407 STE. 209, Highland Village, TX 75077
Office: 972-691-6605 CONTRACTOR SHALL CALL FOR
TBPE FIRM #605 INSPECTIONS:
(817) 410-3010
QCNTRACTOR REGISTRATION
December 19, 2017 WILL BE REVOKED UPON
David Taylor PERMIT EXPIRATION.
David.harris.taylor@gmail.com ALL CHANGES REQUIRE
RE: Level B Foundation Evaluation APPROVAL
873 E Riverside Drive OF REVISE® PLANS
Grapevine, Texas
To David Taylor, APPROVED PLANS SHALL BE
'SEPT ON JOBSITE ATALL TIMES
Per your request, our office inspected the above referenced single-family foundation on
December 19, 2017. This existing one-story house is constructed of wood framing with
brick veneer exterior supported by a concrete slab foundation. All exposed portions of
this foundation were visually inspected from the interior and exterior. For the purpose of
this report, the house faces generally west and is thirty-five (35) years old.
The purpose of this inspection was to evaluate the performance of the foundation.
Elements of concern are safety, function, durability and habitability. Inadequate
foundation performance may result from inadequate strength or insufficient stiffness, and
is shown in many ways. The visible indications of distress noted during this inspection
include the following:
EXTERIOR
> Brick cracks: North: None noted.
South: Garage wall.
East: Over/under master window.
West: None noted.
INTERIOR
Sheetrock cracks: Bedroom 1: Ceiling, southeast corner.
Living Room: North and south walls.
Entry: Over front door.
Garage: South, north and east walls, ceiling.
Observation of the listed conditions does not imply inadequate structural performance or
insufficient stiffness. The importance of these observations depends upon the age of the
structure, previous repairs, or other outside influences.
OFFICE C®
DEC 212017
��
December 19, 2017
Page Two
RE: Foundation Inspection
873 E Riverside Drive
Grapevine, Texas
SUMMARY
All interior floors were measured using an electronic compulevel. These elevation
readings indicate that the foundation levels exceed the analogous deflection limit of
U360.
RECOMMENDATIONS
It is recommended that the following repairs be made:
1. Install 20 exterior piers as shown on the attached sketch. If there are existing
piers located in the specified areas, the piers should be tested to see if they
have adequate strength to support the house. If they are adequate, the
existing piers can be adjusted.
2. Plumbing tests are recommended on the incoming potable water and waste
water systems after the piers are installed.
The foundation can then be raised on these piers. The piers should be concrete, 12" in
diameter and extend a minimum of 9' below the bottom of the grade beam. Dual shaft 8"
diameter piers are also acceptable. Pressed pilings, (steel or concrete) are an
acceptable alternative. Pressed pilings, if used, should be installed to refusal.
Complete leveling of the house should not be anticipated. The contractor should raise
the foundation only as much as the house will allow without creating additional stress or
cosmetic damage.
Foundation movement can be caused by seasonal variations in the moisture content of
the soil. A consistent foundation water program should be implemented on all structures
to minimize foundation movements. During dry seasons of the year, soil should be
watered evenly. During wet seasons of the year, water should flow away from the
foundation at all times.
Limitations of Liability: This structural inspection was conducted in
accordance with generally accepted practices and procedures. The inspection of the site
was limited in scope to a visual examination of the exposed interior and exterior finishes
on the structure and of the adjacent ground surfaces. Destructive analysis of the
foundation was not performed during this inspection. Recommendations, if any, are
intended to be the most cost effective and practical solution to common foundation
problems. Installation of piers around a part of the foundation is intended to reinforce the
areas which appear to have deflected since construction of the home. Underpinning will
December 19, 2017
Page Three
RE: Foundation Inspection
873 E Riverside Drive
Grapevine, Texas
not improve the performance of the foundation in non-underpinned areas. Most homes
are not constructed with the ability to perform as a structurally suspended slab; therefore,
installed piers will not prevent adjacent exterior or interior walls from settling. Further
analysis may be performed if desired by the homeowner and our office will assist with
any additional analysis desired by the homeowner. Extensive repairs may be necessary
to fully reinforce the home according to accepted building codes. This option is available
to the homeowner, however, it is standard practice to only repair areas which have failed
and make additional repairs as necessary. Soil borings may also provide additional
information regarding underlying soil conditions. This information is not provided, nor is
required for a level B inspection. If further evaluation is desired, the homeowner may
obtain soil data from a geotechnical testing facility and provide it to this office. Locations
of existing piers if any are approximate and locations were provided by others. This
report does not guarantee the quality or exact locations of any existing structural repairs.
The behavior of the subject foundation and soil area was taken into consideration up to
the inspection date. The results stated in this report are based on the information
provided to the engineer and on the conditions observed at this time of inspection. Other
problems may become evident as the seasons and climatic conditions change. Such
problems or the advent of additional information may be reason to revise the report. Not
all defects are noted in this report.
No foundation warranty is expressed or implied by this report, and no warranty is
expressed or implied about the future condition of the foundation systems.
This report is consistent with a Level B evaluation as described by the American Society
of Civil Engineers, Texas Section, in the "Guidelines for the Evaluation and Repair of
Residential Foundations, Version 2."
If you have questions or require additional information, please contact this office.
�P\�•UF rF"r'9
Sincerely,
................................
JEFF D. CRANNELL
............................ ..
50800
Jeff D. Crannell, P.E. ''• NSE
TBPE FIRM#605
12/19/17
INSTALL 20 3
EXT PIERS
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ELEASED FOR CONSTRUCTI
SHEET: OR- -2.0 -2.1 Q
ELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICI 7
WITH THE BUILDING CODE OR ZONING ORDINANCE.
THIS PLAN TO CSE'KEPT ON O 2
THE JOB AT ALL TIMES �• Q
DA1 21. 2DBY:.
BUILDING INSPECTION DIVISION
RELEASE DOES NOT APPLY TO CONSTRUCTION IN
EASEMENTS OR PUBLIC RIGHT-OF-WAY. **:
ALL Q}ANGES MUSZ BE APPROVED ""'
Jeff D. Crannell
....................
50800
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CCM Engineering
873 E RIVERSIDE NAL
2570 FM 407,Sulte 209
DRIVE - 12/19/17
Highland Village,Texasxas 75077
Ph:972.691.6633 GRAPEVINE, TX
iaPE FIRM#605
PILING SPECIFICATIONS
HOLES:
1. Minimum depth is 2' below the bottom of the grade beam.
2. Minimum penetration below slab is 6"or the width of the grade beam,whichever
is greater not to exceed 21".
3. Minimum width under grade beam is 20".
4. Holes should be spaced so that undisturbed dirt between the holes is sufficient
to support the structure until the repair is complete.
All excess material is to be removed.
PILINGS:
1. In the absence of a load bearing strata, minimum acceptable deptch below the grade beam is 10'.
2. Where load bearing strata is encountered, the minimum depth will be the depth of the load
bearing strata.
3. All cylinders that crack or crush during installation will be removed and replace with new
cylinders. If a cylinder cannot be removed after it cracks or crushes,the piling will be abandoned.
A new piling will be driven as close to the abandoned piling as possible.
CONCRETE:
1. Minimum compressive strength is 5,000 psi.
CYLINDERS:
1. Maximum ratio of height to diameter is 3:1.
2. Cylinders will be flat so that cylinders stacked end to end do not rock.
3. A plane passing through end of cylinder will be at an angle of ninety degrees to line passing through
long axis of cylinders plus or minus two degrees.
CAPS:
1. Minimum width is 12", minimum height is 8", minimum deptch is 8".
2. Tops and bottoms will be smooth and level so that a cylinder stacked on pads will stand vertically
and not rock.
PENETRATION OF SLAB:
1. No penetrations will be made through post tension slabs within 6' of the nearest cable anchor.
2. The following procedure will be used when penetrating slabs:
a. The boundaries of the hole will be marked.
b. A 2'x2'pattern will be etched into the slab with a concrete saw to a depth of 1".
c. A sledge hammer or jackhammer will be used to break out the concrete, points (not chisels)
will be used on all jackhammers.
CONCRETE PILING DIAGRAM
W
Z;SIDE VIEW FRONT VIEW Z 11
* WH WfF
:.......................*fir
Jeff D. Crannell
50800
/L+ECONCRETE r~
ONAL CYLINDERS 12"
LENGTH 6" _ STEEL
12/7/15 DIAMETER SHIMS
CONCRETE ✓
CAPS
DETAIL W
FOR o w
3344 FOREST LANE a,
DALLAS, TEXAS O v
700
CRANNELL CRANNELL & MARTIN91
PO BOX 295429 LEYMISVILLE, TX Ic CONCRETE f
972-691-6605 Z I CYLINDERS
TBPE FIRM #605
DEC 21 2017 � c
S'ITY OF GRAPEVINE
RELEASED FOR CONSTRUCTION
SHEET: OF:
RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT
WITH THE BUILDING CODE OR ZONING ORDINANCE:
THIS PLAN TO BE KEPT ON
THE JOB AT ALL TIMES
DATE: • 21. %'I _ BY:-A.ro-
BUILDING INSPECTION DIVISION
RELEASE DOES NOT APPLY TO CONSTRUCTION IN
EASEMENTS OR PUBLIC RIGHT-OF-WAY.
ALL CHANGEaMU5jREApMQyM