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Home My WebLink AboutSFRA2012-3535Rug 14 02 02.* 07p JOB ADDRESS: 'k ---, —' CA LOT: BLOCK SUBDIVISION: CURRENT MAILING ADDRESS: CITY /STATE /ZIP: / — "N - •, . , s. CONSTRUCTION VALUE; $ �� Q PHONE NUMBER. DESCRIPTION OF FORK TO BE DONE: ME SPRIlYKLERED? YES NO USE OF BUILDING OR STRUCTURE: NAME OF BUSINESS: Total Square Footage under roof: Z.? (/" C Square Footage of Alteration/addition: G I hereby certify that plans have been reviewed and the building State Law, plan, review and inspection n r documentation shalt in made a inspected by a certified energy code inspector in accordance with additions) available to the Building Department (required for new buildings and D I hereby certify that plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review. Control Number: (Not required for I di 2 family dwellings) —FOR DEMOLITIONS, ADDITIONS AND OR ALTERATION To COMMERCIAL AND PUBLIC BUILDINGS ❑ I hereby certify that an asbestos survey has been conducted for this structure is accordance Department of Health. with the regulatory requirements of the Texas I hereby certify that the foregoing the Building Department and in is correct to the best Of my kaowledge and all with the City Of Grapevine Ordinance regulating ula in performed according to the documents issuance by this permit does not grant or authorize any violation of any code or ordinance of the City Of Grapee, construction. It is understood that the issuance of THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCE5SUalUTy B - THE UNDERSTAND DESIGN PROFESSIONAIJO WNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL AGENCY(S). CITY, AND THAT THE PRINT NAME:" " _ SIGNATURE: inn .tS "ING INSPECTION DEPARTMENT Construction Type: Permit Val c{ Occu anc Group: uation: $ Setbacks A foval to Issue Division Front: -- Electrical Buildin Width: Left: s 1`— Plan Review Approval: Date Site Plan Approval. Fire Department: Date: Public Work Des went: _ Date: Health Denartment- Date' pprove or Permit: Date:C� j Lot Drainage Submitted: Approved: P.o. BOX95ro4, GRAPEVMZ T- X76049 (827j Oro -31G5 Ik- Rear!: Availability Rate: Sewer Availability Rate: —�` BuildIn Permit Fee: C 7L Plan Review Fee: Lot Drains a Fee: Total eseF ese : Total Amount Due: 01shan, Foundation Repair Comp ny COMTRACTOP RPT"MANNOW 112 17 Sherman Ave. v "P Dallas, Texas 74229 Subject: Review for Permit Letter- Re: 1008 Steeplewood Drive, Grapevine, Texas 76051 BEC-LIN Engineering, LP (BL) has reviewed the sketch and the Foundation repair system proposed for the subject location, In BL's opinion, the proposed foundation repair SI1OUId stabilize the foundation movement that has been experienced at the subject location provided proper installation techniques are used based on the maralfilCtUrer's recommendations, specifications for pre-cast concrete segmental pilings FPA-S('-08 latest edition which can be found at "W%%J'OL1T1qM,1ti I, Yr 11111 Industry standards and, --proper foundation _ P_111 _111 tl� " � -'� "_". maintenance is performed. A foundation at the Foundation Performance Association website. C' The areas that are represented by s'kq-t"ch afc-°ihc areas, in BL's opinion that will be affected by the proposed foundation repair systen-i. I)i-o%idccl-tlic-f(i-tiiidation system is of acceptable strength. If the actual s"t'reng-th of tlxe _-ft) till d A-fioi system i e is t"O. , und to be inadequate to support the spacing, of they I�flesas sh6w_n on the -,qtt;achQd Aet'ch�5 ifi" i additional piles rtiay be required to support the found, ation., �,�tIOIIS 0 BL appreciates being of service. If y(,'m have any (I Ll' r require add orral-information pleise contact the undersigned. Regards! f ............ ........... .................. ... wo .W Karl Brcckon, PE 0, BEC-LIN Engineering, LP -Z'M_3et� t_lx 10401 WCStOffICC HOston, 1'exas 77042 Ph : 211.664.k440 FN : 281.064.8457 %�e% y y.J)Cc-linxom Texas Fnginccring Firm, �F-13050 OCI, , g S BEC=-Un kF("-IAN' F ' NGINL F"RING, L.R StruclunO • Ckll Nfmm¢ "'crlmt 1008 Steeple wood Drive, Grapevine, Texas 76051 I Depth of Pil"m w"O'D Vary I 10401 \\Vlofh,:c Dri� c, Howzton, Foxas 770-12 Ph ; 2(KI.664.6-140 Fx : -'S I.&A.S457 wNw fk'vl4 Fngim'o-ink Firm 1--13050 1 W- I Since 1933 OFoundation Repair Co. I . I I FOUNDATION CONSULTANT: PHONE:. 972-238-1600 DATE: OCTOBER 2012 HOMEOWNER'S NAME/ADDRESS: DOROTHY BAKER 1008 STEEPLEWOOD DRIVE GRAPEVINE, TEXAS 76051 BEc-cr, BEG -LIN ENGINEERING, LP 10401 Westoffice or. Houston, Texas 7704� Ph: 2$1 - 664-6440 Fax: 281-654-8457 TBPE REGIS. ft: F-13056 0 SHEET, T5, AIN"( V�l J�" 3 4 jf ........... LA YO I INL Y �' � lil , -40 PIA'SHC ldL Y BE I NSYXLLEC) TO REFUSAL WHICH. IeDE THE EXISTING FOUNDATION START TO HAVE UPLIFT FROM THE DRIVING FORCE EXERTED RTE'10 ON THE PILE, EXTERIOR PILINGS SHOULD BE, AT A SPACING NOT GREATER THAN 8 FEET CENTER TO CENTEFl ON ONE STORY HOMES AND NOT GREATER THAN 6 FEET ON TV,(O STORY HOMES. ELEVATION READINGS SHALL BE TAKEN BEFORE AND AFTER THE FOUNDATION LIFT. I N D EOA TE S AREA AFFECTED BY NF PILINGS ELEVATIONS HAVE BEEN ADJUSTED FOR VARIATIONS IN FLOOR, COVERINGS. STRUCTURE DESCRIPTION LEGEND SIDING: 0 EXTERIOR PIER POOL EQUIPMENT V!A AlC UMT STORIES: 0 INTERIOR PIER ffal GAS LINE SLOPE C BUILDERS PIER - -'Cl- FENCE FOUNDATION: X PREVIOUS WORK Ap,` WALL CRACKS 01/16/2013 12:20 9724028894 OLSHAN DAL PAGE 01102 10- rWA004 AA qpm%L a a SNOINEILRING, L,p, Strummil • Civil- Svrv';)1119 - Colminictlon Matingomom October. 23, 2012 Olshan Foundation Repair 11217 Sher min Mentio Dalla&, Texas 75229 Subject, Roviow of Foundation Repairs at 1008 Steeplewood Drive, (3rapevine,TMas 760,91 lob number. 30013996 As requested by 01shan Foundation Rqpair, we have reviewed the repair proposal and installation data from Olshan Foundalion Repair regarding the repairs made to the above referenced residence, Olshan Foundation Repair presented the repaired portion of the fmdation Using 9 exterior and 4.ij1tedQr segmental precast concrete Cable Lock Thl piles beneath the above referenced location for our review. The pile locations and spacing as ropresented were found to be in general coirpliance with industry standards, and generally in accordance with Olghan Poundation Repair's proposal. In our opinion, tho piling -depths b."Coni"notion' With the Pile driving force US reported Ate generally appropriate for this type of st•ucturo and for the area where the work is being performed. Tile repair work performed to the subject location is believed to have been acceptably completed, based on the information provided, in accordance with good industry pra. otice. for foundation repair work using pre-east segmental piles. The repairs perfoniicd on the subject location should be expected to stabilize the foundation. movement observed prior to die foundation repair or oundatiOn has not been underpinned, potential, instances where partial repairs are Performed, meaning the eiltire f work, In difficrential movement may occur. It should be noted that partial repairs modify the design of the foundation and Wllilt partial repairs are generally accepted industry practice the poslibflity of future Ill•vement should be recognized, Non -supported areas are generally not covered for dow.11ward foundation movements by the contractor's watfanty. The fUtitro performance of the foundation system on the subject location should function as generally intended, provided Proper soil moisture is maintained and there is not a loss in the load bearing capacity of tllC soil beneath, the tbundation. Soils Should be graded such that there is positive drainage away froi it the 1bundation or a drainage system can bo installed to prevent water ;frown poodilig around the foundation. A foundation maintenance program is recommended which can be found at We Appreciate being of service. IF you have any questions or require additional information please contact th undersigned, Karl Dreckon,.FE BEC-LIN En$ineenng, LP ' iil.6( --- 104101 We.41nfrim,))r;vo, Houston, Texes 77042 Ph ; 281,6(4,'�440 T', 54.K17 www.kW-1fil.com Tcxtis Engineering P'Iml #t- -13056 1 03 01/16/2013 12:20 9724028894 OLSHAN DAL PAGE 82/02 10/23/2812 05.59 9724028894 01-5HAN DAL PAGE 02/02 zoo Sqpor,.v.rsor4--j—& ZZ�E m*DM/RnI Bass 15 Minus SHO Mug WmWm m*DM/RnI