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HomeMy WebLinkAboutSFRA2017-2824 L 2 7 2017 p - �, * ;µ DATE OF ISSUANCE: PERMIT#: r 1s 4 - BUILDING PERMIT APPLICATION PLEASE PRtN r JOB ADDRESS: 3 22 o i + SUITE# LOT: BLOCK: SUBDIVISION: BUILDING CONTRACTOR(company name): Akkaa PwoAAL6oy\ 1,ftf CURRENT MAILING ADDRESS: CITY/STATE/ZIP: 4j u AC%DVL ink lten PH:#gl1 j{'L%i jS j Fax PROPERTY OWNER: 9%.wC f LO tAa P-V' CURRENT MAILING ADDRESS: 117MG CITY/STATF,/ZIP: PHONE NUMBER: PROJECT VALUE: $ �O3D, ❑�j FIRE SPRINKLERED? YES NO X DESCRIPTION OF WORK TO BE DONE: USE OF BUILDING OR STRUCTURE: NAME OF BUSINESS: **Total Square Footage under roof: Square Footage of alteration/addition: iii 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 d cumentati n shall be made avai bre to the Building Department(required for new buildings, alterations and additions) ❑ I hereby certify that plans have been s fitted to a Texas Departmen o Licensing and Regulation for Accessibility Review. Control Number: (, t required for 1&2 family dwellings) ❑ I hereby certify that an asbestos su y haVbeen nducted for this accordance with the regulatory requirements of the Texas Department of Health. (REQUIRED FOR DEMOLIT NS,rNS AND OR AL FRAT ON TO COMMERCIAL AND PUBLIC BUILDINGS) ❑ Registration Number with Texas esidentruction(:omnis on (REQUIRED FO NEWR77AL CONST °CTION,ADDTTIONS AND RE�IODEI.S OVER 510,000.00) I hereby certify that the foregoingi orreettof 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: LAVWv 11. Vard SIGNATUR PHONE#: AL1 FAX#: I -4nA- Ift THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT Construction Tr e: Permit Valuation: $ 74 •DG Setbacks Approval to Issue Occupancy Group: Front: — Electrical — Division: Building Width: — Left: — Plumbin Zoning: -Building Depth: Right: Mechanical •� Rear: •— Plan Review Approval: kA.Cp Date:61-2-17 Water Availability Rate: Site Plan Approval: Date: Sewer Availability Rate: Fire Department- Date: Building Permit Fee: 1.7 Public Works De artment: Date: Plan Review Fee: Health Department: Date: Lot Drainage Fee: Approved for Permit: hAAP Date: $•:k-) 7 Total Fees: 13z-2t;- Lot 5Lot Drainage Submitted: Approved: I Total Amount Due: P.O.BOX 95104,GRAPEVINE,TX 76099(817)410-3165 O:FORMS\DSPEKN41TAPPLICATIONSi 1/2,'02--Rec.11-04,5-06,2-07,9-07� BUILDING --- RESIDENTIAL ALTERATION Y NE Issue Date:August 3,2017 PROJECT DESCRIPTION:Foundation Repair PROJECT# (817)410-3010 WWW.mygov.us tt SFRA-17-2824 Inspections Permits City of Grapevine LOCATION LEGAL P.O.Box 95104 2322 Robin Ct. Russwood Estates Bilk 2 Lot 28 Grapevine,TX 76099 Grapevine,TX 76051 (817)410-3165 Voice (817)410-3012 Fax CONTRACTOR INFORMATION Atlas Foundation,Co.Inc. *CONSTRUCTION TYPE VB 3916 Heritage Drive *OCCUPANCY GROUP R-3 Burleson,TX 76028 *ZONING DISTRICT R-7.5 (817)478-1181 Phone —APPLICANT NAME Lonnie Ford (817)478-1196 Fax (817)235-8684 Mobile "APPLICANT PHONE NUMBER 817-478-1181 APPROVED TO ISSUE PLUMBING NO Amanda B Gower County Tarrant 2322 Robin Ct Grapevine,TX 76051-2846 Fire Sprinkler System? N/A Square Footage AVAILABLE INSPECTIONS VALUATION 7630 ► Building Pier(required) ► Building Final(required) FEES TOTAL=$137.25 Building Permit Fee $137.25 PAYMENTS TOTAL=$137.25 Atlas Foundation,Co. Inc. (Lonnie Ford) Other on 08/03/2017 ($137.25) Note:CC3387 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-17-2824 I Printed 08/03/17 at 9:21 a.m. Page 1 of 3 r- Signature Date I MYGOV.US City of Grapevine I BUILDING---RESIDENTIAL ALTERATION I SFRA-17-2824 1 Printed 08/03/17 at 9:21 a.m. Page 2 of 3 DATE: 7/24/2017 FOUNDATION CO. INC. BBB T 3916 Heritage Drive,Burleson,TX 76028 www.atIasfoundatloninc.com MEMBER (o)817478-1181 (0817478-1196 Winner of the 2006 F.W. 13138 Colden Torch Award OWNER: Roger Gower SUBMITTED TO: ADDRESS: 2322 Robin Ct. Roger Gower CITY: Grapevine 76051 MAPSCO: 13Y PHONE: (M)832-360-7874 Mrs.Gower 832-230-7873 ATLAS AGREES THAT ALL WORK WILL BE COMPLETED TO SPECIFICATIONS LISTED BELOW AND TO SUPPLY ALL LABOR AND MATERIALS NECESSARY TO COMPLETE THIS PROJECT.OWNER AGREES TO SUPPLY ATLAS WITH WATER AND ELECTRICITY. 18 Concrete Pilings,Exterior 0 Concrete Pilings,Interior 18 Total Steel Pilings,Exterior Steel Pilings,Interior Total 2 Pilings through concrete.Remove&re-pour 24"x 30"sections.Color will not match. ❑Yes ®No Mudjacking. ®Yes ❑No Repair mortar cracks and caulk doors& Remove and not replace floor covering in areas windows where work is performed. where mudjacking is required. ®Yes [:]No Remove&Replant shrubs where needed to install pilings.Not guaranteed to live. ®Yes [:]No Perform a plumbing test after lift. (To perform ®Yes ❑No Provide city permit. plumbing test the clean outs must already be present. If they are not present,customer must install clean ®Yes ❑No Flag lines. ❑ Gas ® Phone out.) Electrical ®Yes LIFETIME FREE ADJUSTMENT WARRANTY applies to piers and pilings only and is attached hereto: ❑No • Provide the total engineering required by The City of Grapevine. • Complete leveling will not be possible due to recent remodeling. Lift as much as possible and stabilize. This foundation may have been constructed with some of " ` - - - - - - - - - this slope. Wood Deck • Price if not paying with cash or check. -1.6 -0.5 $7,932.pp CONTRACTOR SHALL CALL FOR -2.1 +0'1 +0.7 +0'$ INSPECTIONS: (817) 410-3010 FP ************r*r************** * 0.0 CONTRACTOR REGISTRATION WILL BE REVOKED UPON PERMIT EXPIRATION. -0.5 -0.2 r C Garage -1.6 L OFFICE CODv BALANCE DUE UPON COMPLETION OF PROJECT. MasterCard, Visa and American Express Accepted TOTAL PRICE if using concrete pilings:$7 630.00. FINANCING AVAILABLE TOTAL PRICE if using steel pilings:$ 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 DATE: Darrel Ford JUL 2 '7 2017 /7-���� o?.�a�-- �� �lam• .�� + ���, irc THOMAS 6 CONSULTANTS STRUCTURAL ENGINEERING OPINION 2322 Robin Court Grapevine, TX 76051 ALL CHANGES REQUIRE APPROVAL OF REVISED PLANS APPROVED PLANS SHALL BE KEPT ON JOBSITE ATALL TIMES Ascr 601 Cony A Edwards Drive-Kennedale,TX 76060-(817)576-1973 Office:(817)576-1973 Texas Registered Engineering Firm F-15336 OFFICE COPY Thomas Engineering Consultants Page 2 of 8 Property Address:2322 Robin Court, Grapevine TX 76051 STRUCTURAL ENGINEERING OPINION Date: July 26, 2017 Time: 8:00am 2322 Robin Court Atlas Foundation Co., Inc. Property Address: Grapevine,TX 76051 Client: 3916 Heritage Drive Burleson, TX 76028 Email: Weather Conditions: Sunny, 810 Other: THOMAS ENGINEERING CONSULTANTS, certifies that on the above date the undersigned made an onsite visit for the benefit of the client to the above referenced property and observed the following: Number of stories: 1 Structure Faces: West Veneer: Wood siding Occupied: 0 Yes ❑ No Type of Foundation: 0 Slab ❑ Pier& Beam Estimated Age: ± 39 years Gutters: ❑ Yes rx-1 No ❑ Partial Additions to House: ❑ Yes 0 No Lot Configuration: Graded, wooded Other- • EXTERIOR CONDITIONS (AA=Appears Acceptable at this time,AN=As Noted) AA I AN I Description Comments Bricks & Mortar X Brick and Mortar Crack Y All sides of house: hairline X Repaired Cracks North and south sides of house Mortar Line Deflections Garage and Exterior Doors Appear acceptable Out of Square Evidence of Movement Windows Appear acceptable Frame Separations Excessive Caulking Frieze and Trimboards Separated E7X Excessive Caulking Northwest corner of house Thomas Engineering Consultants Page 3 of 8 Property Address:2322 Robin Court, Grapevine TX 76051 • DRAINAGE A complete drainage assessment of the property was not ordered and is beyond the scope of this report. No opinion is offered regarding onsite and offsite drainage as it affects or may affect the subject property. Suggestions, if given, concern the drainage very near the foundation only. �rAN Drainage Corrections Comments X Other Assure positive drainage away from the house at all points and allow no standing or ponding water near the house. L •OTHER ITEMS AA AN Description Comments X Gutters and Downspouts The addition of a guttering system around the perimeter will improve the drainage near the house. X Trees and Landscape Several trees are noted growing near the house to the west, south, and north Grade Beam Chimney Interior unit :::Lx' Soil Conditions Moist, due to recent rains • INTERIOR CONDITIONS Floors X As Shown in Working Drawing, Significant deflections are present as shown. Page 6. See Conclusions, page 4. Sheetrock Cracks Observations X Walls Northeast bedroom, garage X Ceiling Garage X Tape & Bedding Wrinkles Living room, dining room X Nails Protruding Southwest bedroom, south hallway, living room X Repaired Cracks Doors X As Noted Doors are noted out of square in their jambs at the southwest bedroom, utility closet, and northeast bedroom. Other doors are out of square to a lesser degree. Some may have been altered. Thomas Engineering Consultants Page 4 of 8 Property Address:2322 Robin Court, Grapevine TX 76051 • FIELD NOTES 1. Complete leveling of this property should not be anticipated. Seasonal variations in the soil moisture contents may result in the formation of new cracks, or in varying length and width of existing interior and exterior cracks. 2. Landscape may hide evidence of movement otherwise visible. 3. The pool and its systems were not evaluated. •CONCLUSIONS lin my opinion, there are deflections and other evidences of movement present at this structure that +exceed generally accepted guidelines and should therefore be repaired as outlined in this report to restore the structure to an acceptable configuration. This repair plan meets or exceeds the minimum requirements of the 2012 International Residential Code. Complete leveling of this property should not be anticipated due to the age and condition of the structure. It must be remembered that this is an older structure that has moved in the past and will probably continue to move to some degree in the future. It cannot be evaluated in the same manner as a newer structure. Correct care and maintenance are very important in helping to minimize possible future movements that may occur, and are highly recommended. It is especially important to properly water the soils near he foundation of the structure during periods of little or no rainfall. See the attached Watering Program or further information. Other suggestions are given below. Thomas Engineering Consultants Page 5 of 8 Property Address.2322 Robin Court, Grapevine TX 76051 • RECOMMENDATIONS Install 18 piers as shown on Working Drawing, page 6. Mudjack ❑ Yes ❑ No El As required If raised over two inches and approved by the engineer. Drainage ❑ Yes ❑ No El Refer to Drainage Comments and/or to Working Drawing, page 6. Cosmetic ❑ As noted ❑ Interior Repairs ❑ None I] As required ❑ Exterior ❑ May be necessary at a later date. ❑ Tuck point all brick& mortar cracks Other Items 1. Not applicable Recommended Tests ❑ None recommended at this time I] Recommended As Noted 0 Plumbing (freshwater) ❑ Before Repairs 0 After Repairs © Plumbing (wastewater) ❑ Before Repairs 0 After Repairs ❑ Subsurface water ❑ Sprinkler System ❑ Pool System ❑ Other General Notes 1. If piers are required,spread footings will not be considered as an acceptable pier design for use on this project. 2. If an FHA loan is anticipated,the engineer must be notified for acceptance of pier design before any work is begun. An additional cost will be incurred for the final inspections and letter of acceptance. 3. It must be realized that after any suggested foundation repairs are completed,the house will continue to be subject to the inherent foundation problems associated with the native soils. Foundation Watering Maintenance Program Recommended ❑ No I]Yes See the enclosed attachment for a typical watering program and other information. Correct watering and maintenance are very important in helping to control possible future movements that may occur. This property was subjectively evaluated visually using a Compulevel and/or a hand level. No plans or specifications were reviewed. Thomas Engineering Consultants does not remove siding,wall or floor coverings,landscaping,furniture,or any other items causing obstruction of visual observations. No technical equipment was utilized, nor were any tests of any kind conducted. No inspections were made for termites or other insects'infestations,or for any hazardous materials. The measurements shown above are estimated floor deflections taken during this visit. Normal construction standards and generally accepted allowables have been used for any evaluations made. The opinions given in this report are based on the observations made at the time of the visit and in no way should be considered a solution to possible future foundation movements or problems that may occur. No warranty is expressed or implied. Conditions may change that directly affect the drainage,soil moisture contents,or other factors not evident at the time of the visit. Given the expansive soils in this part of the country,movements including minor cracking of interior and exterior walls are not unusual,and may be considered normal in most neighborhoods. Soil movements can only be controlled and can never be eliminated. This report has been prepared for the exclusive use of the client listed on Page 1 hereof and all representation made herein are for the sole and exclusive use of the client,and no transfer or assignment of this report shall inure to the benefit of any other person,firm,or corporation without the expressed written consent of Thomas Engineering Consultants. Thank you for the opportunity to be of service to you. If you have any questions concerning this opinion, please do not hesitate to call. Very truly yours, tPje OFT 4% Thomas A.LaLonde,Jr.,P.E.,President ....................0 / THOMAS A.LaLONDE,JR. Texas Registration#93572 f q: 93572 7/26/17 ,,it /CENSE G��%/ Thomas Engineering Consultants Page 6 of 8 PropertIrAddress:2322 Robin Court, Grapevine TX 76051 WORKING DRAWING - (NOT TO SCALE) k -0.6 -0.3 +0.3 +0.8 I I Q I I -1.8 ------- 0.0 - -0.6 -2.z -2.5 -0.5 -0.2 L _Ppy OF _ RELEA TRUCMON -2.3 -2.5 OF, ` RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT z WITH THE BUILDING CODE OR ZONING ORDINANCE. THIS PLAM-101W.KEPT ON LEGEND THE JOB AT ALL TIMES ® Recommended Pilings DATE: S - .? - 1 `1 BY: &64Z I BUILDING INSPECTION DIVISION RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT-OF-WAY. ALL CHANGES MUST BE APPROVED NOTES UNLESS OTHERWISE SPECIFIED �p( ,QFrfa'�11 1) Exterior piling spacing should not exceed 6 feet center to center on two- `' '.s 1� story homes and 7 feet center on one-story homes. 2) Pilings must be installed to refusal. Refusal is reached when the existing i*.......................... / THOMAS A.LaLONDE,JR. foundation experiences uplift due to the driving force exerted on the piling. „ 3) Elevation readings shall be taken before and after the work is completed. 93572 4) Elevations shall be adjusted for floor covering variations. 40%, <�CENSE� 5) Pier depth log shall be maintained for all locations. 7/26/17 ;gip A v P ?Ove op RECa1S"t6k E 421tJ6ER SEAL»lEp l•17~lO SIl�rlrcfl LE '1TES2 FCS? DN S%'TE 1*1SQEC--t%DW , APPROVAL OF P%EQ 1)45-tALLA-Tl0�43 P►*1D 1=Gi2 F11.1l1L 1>n1SQE,G.i1ot�1 or- F0UN0f)h%0A kaPAM WoRk.. Thomas Engineering Consultants Page 7 of 8 Property Address:2322 Robin Court, Grapevine TX 76051 PILING DETAIL - (NOT TO SCALE) PRESSED REPAIR SYSTEM Side View From view 1e��e�aaalaele��>• ■elaeli�i�ea��aa>!�i aaaalegae�eerearaeara}araill earrearaee�aa�arawisee�eara�a ■e�erE»ara>raraaraaa�eaw EXI Simcluro �earssaaauaawar��rearaaraaa�aae e : s Steel Shims Support Blooks Cap Block 5,000 PSI Piling Segment 12-Lengtb 6 Diameter 5,000 PSI --1/2-inch Rebar 0 LA FOUNDATION m r a w a rn c 6 • ' - • 817-478-1181 EOF 7'�` 1) !:..............................�/ / THOMAS A.LaLONDE,JR. 7/26/17 A:........93572............ Qi i it .4cENSfrp•G��``J ONA _ j�, , Thomas Engineering Consultants Page 8 of 8 Property Address:2322 Robin Court, Grapevine TX 76051 GENERAL RECOMMENDATIONS FOR A FOUNDATION WATERING MAINTENANCE PROGRAM FOR MOST STRUCTURES IN THE DFW AREA We live in an area of Texas generally referred to as the"Blackland Prairie." This area was quickly settled by pioneers because of its outstanding agricultural potential and has experienced rapid development ever since. While these soils are excellent for crop production,they often cause various problems due to their inherent characteristics of high plasticity,or "shrink-swell"potential. It is this behavior that affects house foundations and which must be carefully controlled to prevent damage to your house. These highly plastic clay soils are characterized as very expansive,or possessing high shrink-swell potential.Simply put, expansive soil has the ability to shrink to a low volume when very dry and swell to a large volume when wet. This sponge- like behavior is directly affected by seasonal moisture variations,vegetation,and precipitation patterns. In Texas,the clays typically swell in the winter and then shrink in the summer. When your house was built and the yard and landscaping installed,the natural effects of climate and precipitation on the soils around your home were modified. Over the long-term,the soils will tend to be wetter or have greater volume under the center of the house and will seasonally dry out and shrink near the edges. When these moisture variations occur,the underlying clays experience shrink-swell cycles,and the foundation will attempt to conform to the shape of the supporting soils. This can result in movements of the foundation,which,in turn,stress the walls of the structure above it, i.e.,your house.After repeated cycling,stress cracks will eventually appear in the walls and grade beams. Once the cracks appear, they may become progressively worse at an accelerated rate if the shrink-swell cycles are allowed to continue. Your builder recognized the activity of the soils in this area and designed and constructed your house foundation to accommodate the soil movements as much as possible. While it is virtually impossible to eliminate all movements, controlling the moisture content and keeping any moisture variations relatively constant throughout the year can minimize them. The soil volumes will then remain relatively constant and any related movements are limited. As a homeowner,you can control these moisture variations by implementing a program of proper foundation watering. The purpose of such a program is to maintain a high,uniform moisture level in the foundation soils by restoring the moisture lost to seepage,evaporation,and plant transpiration. This watering can be accomplished by either proper lawn and landscaping maintenance or by a separate foundation watering system using soaker hoses or drip irrigation tubes. In either case, artificial precipitation equivalent to approximately one inch of rainfall per week should be applied evenly to the soils near the foundation. Obviously,the watering can be postponed if the natural precipitation is sufficient. The water should be applied slowly to allow absorption and prevent runoff. To verify the adequacy of the watering program,surface soils should be routinely checked for shrinkage, cracking,and/or pulling away from the foundation. If either condition develops,or if landscaping shows moisture stress such as wilting or leaf drop,the frequency and amount of watering should be increased. Root growth of trees and shrubs should also be directed away from the foundation by adequate watering and fertilization of the yard away from the house. It should also be noted that sprinkler systems alone would seldom supply the needed moisture to the soils. Interestingly,the recommended watering program corresponds almost exactly with the area's leading horticulturist's recommendations. Incorporation of this watering program not only provides protection against foundation movements,but also gives favorable conditions for yards and landscaping. Periodic visual inspections of your home's interior and exterior for any evidence of movements are strongly suggested. The most noticeable results of these movements may be sheetrock cracks;binding doors or warped door frames;unevenness in floors or walls;exterior mortar or brick fractures; cracks around window or door frames,or in trimboards;and as cracks in the grade beams, patios,garage floors,or porches of your home. Any of these items,along with many others, may be indications of undesirable foundation movements. Usually the watering program outlined above will stabilize the slab and minimize future movements,but structural repairs may become necessary in some cases. If you suspect any of these problems,we suggest calling a professional engineer to visit your home and make recommendations to remedy the problem. In the meantime,don't forget to water that foundation.