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Home My WebLink AboutSFRA2016-0738FEB 2 3 2016 M! A N DATE OF ISSUANCE. e, T PERM IT V: BUILDING-PETMIT APPLICATION 71 -7 .7 JOB ADDRESS: 2309 Los Robles fo) Lffr6 BLOCK: A —SUITE : # SUBDIVISION. Los Robles Estates Addition BUILDING CONTRACTOR (company namej.- Perma Pier Foundation Repair 6Texas t -- CURRENT MAILING ADDRESS. 2821 E Randol Mill Road (AT!7STATE./ZIP-. Arlington, T� 76011 Pw,.214-637-1444 PROPERTY OWNTER. Will Dejacimo � aX CURRENTNNITAILING ADDRESS. -23-02 —Los Robles Street CIT 'Is TATEIZIP: Grapevine, TX 76051 -PHONENUMBER: 817-821-4442 PROJECTVALUE. S 17480.00 FIRESPRUNKLERED? VE'S- WHAT , , ELECTRIC_ PLUMBING_ MECIIANIVICAL 1 Drainage, 23 concrete pressed pilings stacked with 6x12 cyli-n-d—ers, I; iEOF BUILDING OR STRUCTURE: Foundation Repair NAME OF BUSINESS: Total,Square Footage tinder r€ of.- FOOtage of alteration/addition- I hereby certify that plans have been reviewed and the building "'if] be inspected by a certified energy code inspector in accordance with State Law. Plan review and inspection documentation shall be made available to itte Building Department (required for new buildings, afterations and additions) I hereky certify that plans h3ve been submitted to the Texas Department of (-Licensin; 'Onh,ol Number: g and Regulation for Accessibility Rvjew. c I hereby certity that an, asbestos (Not required far I & 2 family dwellings) Survey has been conducted for this structure in accordance with the regulatory r Departmeat of Health. , equirements of the T, xas (REQUI RED FOR D"'OL'TIONS, ADDITIO-N-S AIND OR ALTERATION TO COMMERCIAL AND PUBLIC BUILDINGS) 4%,reby certify that the foregoing is correct to the best Of MY knovyledge and 211 Work- will tie Performed according to the documents Approved by the Building DeP3rtment and in compliance with the t-, RY Of Grapevine Ordinance reguliltifig construction. It is understood that the iss Pt-rmit doe8 not gr"t or autherI2,R uance Of ANS AND PEC)FI ARE, N70TREVIEVVED FOR HANDICAPPED ACCESSIBILITY BY THE C, JNDERSTAND THATPL, any violation Of any code or ordinance of the City Of Grapevine. IFUR1HERMOREU DESIGN PROFFSs AND THAT THE JONjtL/OWNER IS RESPONSIBLF, FOR OBTAIriyjNG SUCH AppR ()It tFMERAL AGENC R VAL FR TH PPR P IATE STATE AND PRINTNAME:j SIGNATURE PII0NL 7a, � BEC -LIN ENGINEERING, L.P. Structural - Civil - Surveying - Construction Management February 22, 2016 Perma Pier Foundation Repair 2821 E Randol Mill Road Arlington, Texas 76011 Pelma Pier Job #: 0316RF-20245 CONTRACTOR SHALL CALL FOR iNSPECTIONS: (817) 410-3010 CONTRACTOR REGISTRATION WILL BE REVOKED UPON PERMIT EXPIRATION, Subject: Review for Permit Letter 2309 Los Robles, Grapevine, Texas 76051 BEC -LIN Engineering, LP (13L) has reviewed the sketch and the foundation repair system proposed for the subject location. In BL's opinion, the proposed foundation repair should minimize foundation settlement at the subject location provided proper installation techniques are used which includes the manufacturer's recommendations, specifications for pre -cast concrete segmental pilings FPA -SC -08 latest edition which can be found at www. foundation pe rfonRAqqe.or�, industry standards, and proper foundation maintenance is performed. A foundation maintenance program can be obtained at the Foundation Performance Association website. The areas that are represented by cross -hatching on the attached sketch are the areas, in BL's opinion that will be affected by the proposed foundation repair system, provided the foundation system is of acceptable strength. If the actual strength of the foundation system is found to be inadequate to support the spacing of the piles as shown on the attached sketch then additional piles may be required to support the foundation. BL appreciates being of service. If you have any questions or require additional information please contact the undersigned. Regards, Karl Breekon, PE BEC -LIN Engineerii OF ptoto ........... A* .......... ................ ,c- 73425 io. ,40 / 'Z T ALL CHANGES REQUIRE APPROVAL 100 E. San Antonio St,, Ste. 100, San Marcos, Texas 78666 APPROVED PUNT4,65' "t it"'50E P:512.353.3335 F:512.396.0224 13056 TLS010194003 KEPT ON ioes1TE-,ATeXr'T1MES TBPE#F-BI' mm.bec-lin.com OFFICE Copy (f 0 rv-\ 7, BEC-0mcq BEC -LIN ENGINEERING, L.P. Structural - Civil - Surveying - Construction Management 2309 Los Robles, Grapevine, Texas 76051 MLEASED FOR CONSTRUCTION SHEET.--------. OF: RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. THIS PLAN TO 13E KEPT ON THE JOB AT ALL TIMES DATE: -2-o I b BY: BUILDING INSPECTION DIVISION RELEASE DOES NOT APPLY TO CONSTRUCTION IN ALL EASEMENTS OR PUBLIC RIGHT-OF-WAY, EAPPRQVED 1040IWestofficeDrive, Hotistoti,'fexas77042 Pli:281,664.8440 Fx:281.664.8457 www.bec-fin.com Texas Engineering Firm #F-13056 10fl Em _w If FOUNDATION CONSULTANT: 79Ma lr*ITIRIIIIIIINWA�� I TTA I 9=41 HOMEOWNER'S NAME/ADDRESS: WILL AND PAIGE DEJACIMO 2309 LOS ROBLES GRAPEVINE, TEXAS 76051 G-N(X\�,AC-C-\Z SCALza-0 Pt�Nlb SVvt4C-D 13 14 15 16 eeprwz 17 18 19 20 21 22 23 FT: OR 1E DOES NOT AUTHORIZE ANY WORK IN CONFLICT up, I THE BUILDING CODE OR ZONING ORDINANCE, FOUNDATION START TO HAVE UPLIFT FROM I HE DRIVING FORCE EXERTED ON THE PILE. TH TOB KEPT ON IS PLAN (1) THE JOB AT ALL TIMES BEC -LIN ENGINEERING, LP BY: ON ONE STORY HOMES AND NOT GREATER THAN 6 FEET ON TWO STORY HOMES. 10401 Wastoffics Dr. BUILDING INSPECTION DIVISION ............................. t �-273�425R E C K 0 N LASE DOES NOT APPLY TO CONSTRUCTION IN ®KARL .. .......... LIEASEMI,ENTS OR PUBLIC RIGHT-OF-WAREVIEW OF PILE (D C S MUST !CHANGES MUST BE APP IR(DWIDUT ONLY Vii`; A (g) 40 NOTES UNLESS OTHERWISE SPECIFIED STRUCTURE DESCRIPTION PILES SHOULD BE INSTALLED TO REFUSAL WHICH, IS DEFINED AS WHEN THE EXISTING up, FOUNDATION START TO HAVE UPLIFT FROM I HE DRIVING FORCE EXERTED ON THE PILE. STORIES: (1) EXTERIOR PILINGS SHOULD BE AT A SPACING NOT GREATER THAN 8 FEET CENTER TO CENTER BEC -LIN ENGINEERING, LP ON ONE STORY HOMES AND NOT GREATER THAN 6 FEET ON TWO STORY HOMES. 10401 Wastoffics Dr. ELEVATION READINGS SHALL BE TAKEN BEFORE AND AFTER THE FOUNDATION LIFT. Houston, Texas 77042 Ph: 281-664-8440 (3) fZZ�� INDICATES AREA AFFECTED BY NEW PILINGS. Fax: 281-664-8457 TBPE REGIS. #: F-13056 (D ELEVATIONS HAVE BEEN ADJUSTED FOR VARIATIONS IN FLOOR COVERINGS. (g) ADJUST EXISTING PILINGS AS REQUIRED, IF ANY. STRUCTURE DESCRIPTION LEGEND SIDING: 0 EXTERIOR PIER PE POOL EQUIPMENT 9 A/C UNIT STORIES: 0 INTERIOR PIER 91 GAS LINE SLOPE (9 CONCRETE PIER W/BREAKOUT --a- FENCE FOUNDATION: X PREVIOUS WORK tPO WALL CRACKS mm t e k SGL o Uf ij Foundation Repair of Texas Dallas/Fort North Service Center {rJJ 4 / t it 2821 E. Randol Mill Road Arlington, TX 76011 LA Office: 214-637-1444 Toll -Free 877-840-9993 Fax 214-637-0440 Date: 2/18/2016 Evaluator: Eric Anderson 469-387-6624 eric.andersonCpennapier.corr Perma-Pier Foundation of Texas (the "Contractor") and Will and Paige Dejacimo (the "Customer") agree that the Contractor will furnish labor, equipment and materials to perforin the following described work to the building or structure located at: 2309 Los Robles Grapevine Texas 76051 817-821-4442 pEmai Address Street Address City State Zip Phone Number Email Address Qty. Description of Work: Drainage will be installed per contract specifications and with good workmanship. It is the responsibilit,, of the homeowner to keep the drains maintained and free of debris in order for them to preform their intended function. 1 Lifetime Transferable Warranty on Newly Installed Concrete Pier System (Covers existing work only, cannot predict future movement, or the need for additional piers) Concrete pressed pilings. The pilings consist of 6" x 12" cylinders stacked on top of each other and pushed into the ground using a specialized hydraulic press. The pilings are pushed to a point of refusal or 10,000 psi, whichever comes first. 23 Customer was Offered Alternate Repair Plan but Declined Yes Exterior Concrete Breakouts - breakouts will be repoured using a like material but an exact match of color and finish should not be expected and is not guaranteed. Also, customer agrees to let concrete stand and dry before walking on, covering or touching. 9 Any alteration or deviation from the above description of work involving extra costs will be executed only upon a written change order, and will become an extra charge over Miscellaneous Install 105 linear feet of 36" French drains with 1 Project Total: $ 17,480.00 Down Payment: ** Nothing Else Promised / Nothing Else Owed ** X Initial 40 feet of dischara line, and 4' Balance Due Upon Completion: FAC 3rd Party Vendor Reports Engineering Report Plumbing Report ** Does NOT Include Location or Installation of Cleanouts "* Engineering Letter ($200 - included in price) *NO Site Visit Included* Hydrostatic Pressure Test - Fresh Water and Sanitary Systems - Post Test Only (Test is Included in the Project Cost - Does NOT Include Location or Installation of Cleanouts) ** Plumbing Report is Required on ALL Pier Related Jobs - Test Report rtilust be Turned in to Perma-Pier within 10 days for Foundation Warranty to take Effect ** Warranty Information (THIS AGREEVENT AND THE ATTACHED GENERAL CONDITIONS SERVE AS YOUR PROOF OF WARRANTY) 1 Year Parts and Labor on Drainage Lifetime Transferable Warranty on Newly Installed Concrete Pier System (Covers existing work only, cannot predict future movement, or the need for additional piers) Miscellaneous Warranty Information: Customer was Offered Alternate Repair Plan but Declined Yes No C Change Order Any alteration or deviation from the above description of work involving extra costs will be executed only upon a written change order, and will become an extra charge over and above the contracted amount, and must be signed and approved by both the Contractor and Customer. All material is guaranteed to be as specified and the above work to be performed in accordance with the drawings and specifications submitted for the work. All work shall be completed in a manner consistent with industry standards. This contract is subject to Chapter 27 of the Texas Property Code. The provisions of that chapter may affect your right to recover damages arising from the Pl— performance of this contract. If you have a complaint concerning a construction defect arising from the performance of this contract and that defect has not been corrected through normal warranty service, you must provide the notice required by Chapter 27 of the Texas Property Code to the company by certified mail, return receipt requested, not later than the 60th day before the date you file suit to recover damages in a court of law or initiate arbitration. The notice must refer to Chapter 27 of the Texas Property Code and must describe the construction defect. if requested by the company, you must provide the company an opportunity to inspect and cure the defect as provided by Section 27.004 of the Texas Property Code. Signature by Owner/Decision Maker Ackowledges the Awareness and Acceptance of the Terms and Conditions Found on this Contract Eric Anderson 469-397-6624 eric anderso"2 2crmapier eom Signature - Owner (Decision Maker) Date Perma-Pier Foundation Repair of Texas Represen Date i~F The Termns and Conditions, Wong with this Contract serve as the Proofof A,"arramty Onli, After a Post Planibiniz Test has Been Completed — This contract may be withdrawn by Perma-Pier Foundation Repair of Texas if not accepted within 14 days ** 21 Apr 16 City of Grapevine RE: Permit#: SFRA - 16 - 078-8 Please close the following permit: I BUILDER I COMMERCIAL I RESIDENTIAL Visit us Today- WWW.PERMAPIER.COM PERMIT#: SFRA - 16 - 0738 2309 Los Robles St. Grapevine, TX 76051 ieduling Manager Perma Pier Foufidation Repair of Texas Perma Pier Plumbing Repair of Texas M-36100 I www.permapier.com I www.permapierplumbing.com Office- 214.637.1444 ext.124 I Fax- 214-637.0440 BEC=mU9 BEC -LIN ENGINEERING, L.P. Structural • Civil • Surveying • Construction Management March 17, 2016 Perma Pier Foundation Repair 2821 E Randol Mill Road Arlington, Texas 76011 Perma Pier Job #: 0316RF-20245 Subject: Property at 2309 Los Robles, Grapevine, Texas 76051 As requested by Perma Pier Foundation Repair, we have reviewed the repair proposal and installation data from Perma Pier Foundation Repair regarding the repairs made to the above referenced residence. Perma Pier Foundation Repair presented the repaired portion of the foundation using 23 exterior segmental pre -cast concrete piles at the above referenced location for our review. The pile locations and spacing as represented were found to be in general compliance with industry standards, and generally in accordance with Perma Pier Foundation Repair's proposal based on the field data provided to us by Perma Pier Foundation Repair. In our opinion, the piling depths in conjunction with the pile driving force as reported by Perma Pier Foundation Repair are generally appropriate for this type of structure and for the area where the work is being performed. The repair work performed to the subject location is believed to have been acceptably completed, based on the information provided by Perma Pier Foundation Repair, in accordance with good industry practice for foundation repair work using pre -cast segmental piles. The repairs performed on the subject location should be expected to minimize the foundation settlement observed prior to the foundation repair work. In instances where partial repairs are performed, meaning the entire foundation has not been underpinned, potential differential movement may occur. It should be noted that partial repairs modify the design of the foundation and while partial repairs are generally accepted industry practice the possibility of future movement should be recognized. Non -supported areas are not covered for downward foundation movements by the contractor's warranty. �I The future performance of the foundation system on the subject location should function as generally untended, provided proper soil moisture is maintained and there is not a loss in the load bearing capacity of the soil beneath the foundation. Soils should be graded such that there is positive drainage away from the foundation or a drainage system can be installed to prevent water from ponding around the foundation. A foundation maintenance program is recommended which can be found at w ww. foundationtaerformance.or. We appreciate being of service. If you have any questionsrs or require additional information please contact the undersigned. "k",ao» J OF . * ... Regards, ..... * s "KARL JOHN BRECKON o' 73425 �® �(i• G / S l �•. C j� Karl Breckon, PE 4040 -NAL BEC -LIN Engineering, LP 10401 Westoff ice Drive; Houston, Texas 77042 Ph : 281.664,8440 Fx : 281.664.8467 www.bec-liti.coni Texas Engineering Firin #F-13066 I of I Job Paperwork Name: W111 ql,/eevye- -Mo- Address: -7309 /05 ) 044E City/State/Zip - 6-.-Qpe 111ne Installation Date: _? -I-z- lile IT rz jiii,j� 111111"', 3- - ----- 11F l:eptiit "Al �,jz 4:,PSC DepfFt 16 qt5* 2 14 18 L 14 SO 0 3 61 Ob 4 Fr - 5 6 sAQ 21 z I "roo 11 1 8 9 23 10 25 11 -d-12— Total F Exterisr 12 {uteric r 13 14 PSI 15 27 3- - ----- 11F l:eptiit 16 qt5* 17 14 18 L 14 SO 0 19 20 sAQ 21 22 23 24 25 -d-12— Total F Exterisr 26 {uteric r PSI 27 28 Ma rill Vo Pr(vious Readin go Can't Mead Previom, Readings 29 30