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Home My WebLink AboutSFRA2025-000129 ECEIVED: 1/15/2025 DATE OF ISSUANCE: 25-000129 j 311 SMITH STREET PERMIT #: FOUNDATION REPAIR - 6 PIERS ..... ..... ELECTRONIC REVIEW BUILDING P,ERMIT APPLIC,AT11-0-N JOB ADDRESS: 311 Smith St SUITE # LOT: 62& 62A BLOCK: SUBDWISION: DOOLEY, WILLIAM SURVEY Abstract 422 BUILDING CONTRACTOR (company name): . Brown Foundation ReDair CURRENT MAILING ADDRESS: 1619 Bluebank Rd CITY/STATE/ZIP: Dallas TX 75229 —PH: # 682-333-8879Fax # PROPERTY OWNER: BkSjjv0 C'URRENT MAILING ADDRESS: 311 Smith S1 CITY/STATE/ZIP: Graoevine, TX 76051 PHONE NUMBER: (713) 823-9325 PROJECT VALUE: $ 600Q FIRE SPRINKLERED? YES NO WHAT TRADES WILL BE NEEDED? ELECTRIC PLUMBING MECHANICAL DESCRIPTION OF WORK TO BE DONE: Foundation RecIait-Is tall 6 Piers USE OFBUILDINGOR STRUCTURE: Resid_e�nl I NAME OF BUSINESS: In ff1T3 so 6 '1 1 P.O. BOX 95104, GRAPEVINE, TX 76099 (817) 410-3165 O:FORMS\DSPERMITAPPLICATIONS 1/02-Rev. 11104,5/06,2107,11/09.411 1,?J19 ADDRESS 311 Smith St. Grapevine, TX 76051 LEGAL Lot 62 & 62 A 62 & 62 SWilliam Dooley Survey 422 William Dooley Survey Abstract 422 Tracts 62 & 62a, a PERMIT HOLDER Philip Pieri Brown Foundation Repai r (972) 271-2621 COLLABORATORS •Philip Pieri Brown Foundation Repair (972) 271-2621 OWNERS •Grapevine Historic Homes Llc INSPECTIONS 1 1. Building Final INFORMATION FIELDS **APPLICANT NAME (Individual)Phil Pieri **APPLICANT PHONE NUMBER 6823338879 APPLICANT E-MAIL VALUATION 6000 * CONSTRUCTION TYPE VB * OCCUPANCY GROUP R-3 DOCUMENTS - MISC 01 311 Smith Street - Brown Rev.pdf DOCUMENTS - MISC 02 311 Smith Street -Permit Application.pdf * ZONING DISTRICT R-7.5 APPROVED TO ISSUE ELECTRIC NO APPROVED TO ISSUE MECHANICAL NO APPROVED TO ISSUE PLUMBING NO FEE TOTAL PAID DUE Building Permit Fee, ($150.00 Flat Fee) Simple Alteration $ 150.00 $ 150.00 $ 150.00 TOTALS $ 150.00 $ 150.00 $ 0.00 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 City of Grapevine PO Box 95104 Grapevine, Texas 76099 817) 410-3166 Building - Residential Alteration Project # 25-000129 Project Description: Install (6) Piers for Residential Foundation Repair [ELECTRONIC REVIEW] Issued on: 02/10/2025 at 3:03 PM MYGOV.US 25-000129, 02/10/2025 at 3:03 PM Issued by: Connie Cook Page 1/2 AGENCY(S). February 10, 2025 Signature Date City of Grapevine Building - Residential Alteration Project # 25-000129 NOTICES 1) ALL work must be done in compliance with the 2021 INTERNATIONAL BUILDING CODE. **ALL work ISSUED prior to January 1, 2024, must be done in compliance with the 2006 INTERNATIONAL BUILDING CODE. 2) City Approved Stamped Plans must be on-site for ALL INSPECTIONS. 3) Project address must be clearly posted at the job site. NOTES > 24 HOUR INSPECTION NUMBER METRO (817) 410-3010, CUT OFF TIME FOR A.M. INSPECTION IS 7:30 A.M. --- CUT OFF TIME FOR P.M. INSPECTION IS 12:30 P.M. > PERMIT ISSUED IN ACCORDANCE WITH APPLICATION ON FILE IN THIS OFFICE. THIS PERMIT SHALL EXPIRE IF WORK IS NOT COMMENCED WITHIN (180 DAYS) OF ISSUANCE OR IF WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF (180 DAYS). THE ISSUANCE OR GRANTING OF THIS PERMIT AND / OR APPROVAL OF PLANS, SPECIFICATIONS AND COMPUTATIONS SHALL NOT BE CONSTRUED TO BE A PERMIT FOR, OR AN APPROVAL OF, ANY VIOLATION OF ANY OF THE PROVISIONS OF THE CODES AND ORDINANCES OF THE CITY OF GRAPEVINE. THE ISSUANCE OF A PERMIT BASED ON PLANS, SPECIFICATIONS, AND OTHER DATA SHALL NOT PREVENT THE BUILDING DEPARTMENT FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS, AND OTHER OR REQUIRING CORRECTIONS OF THE CONSTRUCTION ITSELF. MYGOV.US 25-000129, 02/10/2025 at 3:03 PM Issued by: Connie Cook Page 2/2 ��DUNAWAY A�A. C'H'ANGES REOILINFRE APPR'OVAI. OF F,'EVIISED January '' "'"6, 2025 2!313 1 Dd ' :eL Suite 440 Hc-wlon, Te�,OS 77042 P: 832-240-37,71 832-240-2724 TSP F ;rF- 1114 con,. .. . ..... ... 7�00 -7;00 PJM. Brown Foundation Repair m r, P C) V 1 D E $ I G E 'D A NO 5 E A L E D L L 1"; I 1619 Blueba';F'W'd R nk Dallas, Texas 75229 COtl'P�N �NSPEC n'0"' MZ ;-N"MW� � A P 710 IK 4 Subject: Review for Fern-iit Letter Re: 311 Smith Street, Grapevine, Texas 76051 Stabilization and some re -leveling of this portion of the foundation by rneans of underpinning piers in the area shown should be done in accordance with the enclosed diagram and 2021 IRC Following this repair, and with proper maintenance, this foundation should provide satisfactory service in the future. A foundation maintenance program can be obtained at the Foundation Performance Organization website www,foundat Dunaway appreciates being of service. If you have any questions or require additional information, please contact the undersigned, Regards, Megan McLemore, PE DUNAWAY ASSOCIATES, LLC a Texas limited liability compal j, RECEIVED 1115:2025 25-000129 311 SMITH STREET FOUNDATION REPAIR - 6 PIERS I 9 FOUNDATION CONSULTANT: 281-992-7522 OWN - DATE JANUARY 1 L}# 4✓#A 311 SMITH STREET GRAPEVINE, 76051 4 ---245 CAR 444 REBAR WITH 3" MIN. COVERAGE 4 �C�9'>NIF� F,,' P"ENG SE MSPECTkOfJ ate, ID APPROVAL OF Py E i!';STAryC�.��""'R'Alq ��PHEN' ETE ....... x.,...„.................w....,....,.,......,.....,...,aw�.,.w.w�.w..... ....... ....... ......... .,....w,..w..w.......,,..,.......... ...M... ....... .w:.....��...........»...w'p 1. USE 245 OR 444 REINFORCING BARS ASTM A-615 GRADE 60 WITH MIN. 3" COVER. 2. 12" DIAMETER DRILLED PIER. 3. PIERS ARE TO BE DRILLED TO A MINIMUM DEPTH OF 10'-1 Z OR TO ROCK, WHICHEVER OCCURS FIRST OR PER GEOTECH ENGINEERS RECOMMENDATION. 4. PIERS TO BE SPACED NOT GREATER THAN 8' O.C. 5. HAUNCH BASE TO BE APPROXIMATELY 4-5 SCE. FT. IN AN AREA WITH AN OVERALL THICKNESS OF APPROXIMATELY 2". 6. CONTRACTOR TO MECHANICALLY RAISE PERIMETER BEAM TO APPROXIMATE ORIGINAL GRADE, OR AS PRACTICAL, & POUR A 12" DIAMETER PIER BETWEEN BASE OF BEAM AND HAUNCH, 7. ALL CONCRETE TO BE STEEL REINFOCED & CONTAIN A MINIMUM OF FIVE i SACKS OF CEMENT PER CUBIC YARD OF CONCRETE, WITH A MINIMUM STRENGTH OF 3000 PSI AT 28 DAYS. DUNA IAY ASSOCIATES, LLC: 3200 Wilcrest Drive, Suite 440 '1 Houston, Texas 77042 U N AWAYPL : &12-240-3771 1 Fax: 332-240-2724 TBPE REGIS. #; F-11 14 FOUNDATION CONSULTANT O%M PHONE: 281-992-7522 JANUARY 2025 D LFT're P R 0'y" D E S a G 14 ED A N D S EA L ED gwg S�TE SPEC 71`0f',�AND X-1PROVAL OF PIER UqSTALL,','� TRON %0fl-1,EN C Is ...... ..... HOMEOWNER'S NAME/ADDRESS: RICK RESTIVO 311 SMITH STREET GRAPEVINE, TEXAS 76051 3 4 rl 6 �.Al A, -'-DUNAWAY NOTES UNLESS OTHERWISE SPECIFIED (D FILES 5HOU - BE 'NSTAI c TO R-C;USL,l- DETNED 4S ';HEN TH'- EXIUING �OtNDATION START TC HAVE FROG ,l THE FDRVI lNG FORCE 014 Tpl": PILE Ej=; !OR PILINGS SHOU-I'D Kc A3 ---SP-C!NG NOT ::RE' -=TER THL;-,N -3 FEE CENTER 7 0 N - S70 R'i HO!,ES 4ND NOT GREATER TH,',N 6 FccT ON T:NO S73'R ' HOMES, EL;--.'AT'ON RElaNGS S�iALL BE T=KENIBEFORE AND AFTER THE zCUND�ATION ilP71 IND:C --ES z RE- 4::CFCTCI E. . NEV; PUNGS, (D ELE "AT9ONS H,V-'= &EEN V4RlATi--lQS N, =LOCIR Co Q }UST-=xN.lNlG PILINGS aS REOURED, 1F aNr. LEGEND ► PROPOSED PIER (9 PIER W" BREAKOUT X PREVIOUS WORK