The URL can be used to link to this page

Home My WebLink AboutMFA2025-000575RECEIVED: 2/1312025 25-000575 "CAMDEN RIVERWALK" DATE OF ISSUANCE: 3800 GRAPEVINE MILLS PKWY BLD 35 1 f 1 11 11�1 FOUNDATION REPAIR PERMIT #: BUILD IN G P E RMIT APPLICATION ELECTRONIC REVIEW ,JOB ADDRESS LOT: 2A BI,OCK- I RIVERWALK ADDITION 1A SUBDIVISION: BUILDING CONTRACTOR (compan ' v name): Church Foundation Repair CURRFNT ?MAILING,ADDRESS: 2121 Brittmoore Rd. Ste 5500 CITY/STATE/ZIP: Houston, TX 77043 PH: It 7134688400 PROPERTY OWNER: FUND RIVERWAL,K LLC ffffrnfl�� I CURRENTMAILING, ADDRESS: PO BOX 27329 CITY'/STATE/ZIP: HOUSTON, TX 77227-7329 PHONE NUMBER: 972-956-8022 PROJECT VALUE: $2970 FIRE SPRINKUERED? YES NO WHAT TRADES WILL BE NEEDED?, ElLECTRIC PI,UMBING MECHANICAII DESCRIPTION OF WORKTO BE DONE: Foundation Repair- Installing 11 Exterior Pilings USE OF BUILDING OR STRtjCTURE: Multi -family R-2 • Total Square Footage tinder root: 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 ILaw. Plan review and inspection documentation shall be made available to the Building Department (required for new buildings, alterations and addilifins) LJ I hereby certify that plans have been submitted to the'rexas Department of Licensing and Regulation for Accessibility Review. Control Number: (Not required for I & 2 familY dwellings) J 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. AI)DITIONS AND OR Al, TE'RATION TO C(YNINI ERCIAL AND I't TLIC BLILDINGS I hereby certify that the foregoing is correct to the best offinY knowledgeand all f� orl, Ni it] be perfornled according to tile doc o file (its approved bN the Building Departmentand in compliance with the City Of Grapevine Ordinance regulating ctinstructior'n. It k understood that the issuance o this permit does not grant or authorize anY violation or any code or ordinance of the City Of'Grapevine. I FURTHFRNIORE UNDERsTAN'D THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HAN'DIC'APPE11) A('(,.'ESSIBII,I'I'Y BN'THE, CITY, ANTI) rHA,r THE DESIGN PROFESSIONAIJOWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FRO."fITHE APPROPRI.-VIT STATE AND OR FEDERAU AG EN(7Y(S). PRINT NAME: Christina Schofield SIGNATURE PHONE#, 7134688400 EMAIL: foundation@churchco-tx.c8`rn IF PREFERRED TO BE CONTA( TEl) BY FNVIAII, THE FOIA,OWING ts,rO BE COMPILETED BV THE BUILDING INSPECTION DEPARTNIENT Construction'Type: V9 I Permit Valuation: $ Setbacks Approval tO LSLIC," OCCLIpancy GrOLIP: Fire Sprinkler: YES NO — Front: Electrical Division: Building Depth- Left: PlUrnbing Built in Mbani Zoning: Width: Rear: ec Occupancy Load: Grease Trap Right: Hood Plan Review Approval- Date: Building Permit Fee: Site Plan Approval- Date: Plan Review Fee: Fire Department: Date: Lot Draina,,e Fee - Public Works Department: Date: Sewer Availability Rate: Health Department: Date: Water Availability Rate: Approved foi- Perrriil: Date: Total Fees: Lot Drainacle Submitted: Approved: Total Amount Due: " t, BOX 9b104, CRANK NE, f X 76099 4RI 714 10 'MS 0:F0AM'5 DSPfRM11APPLICATIONS 1.1Wb,06,W01 7 VIN 411 2119 ADDRESS 3800 Grapevine Mills Pkwy., 35 Grapevine, TX 76051 LEGAL Criverwalk Addition Blk 1a Lot 2a S PERMIT HOLDER Chris Church Church Foundation Repa ir (713) 468-8400 COLLABORATORS •Chris Church Church Foundation Repair (713) 468-8400 OWNERS •Fund Riverwalk Llc TENANTS •Camden Riverwalk Apartments (000) 000-0000 INSPECTIONS 1 1. Building Final INFORMATION FIELDS **APPLICANT NAME (Individual)Christina Schofield **APPLICANT PHONE NUMBER 713-468-8400 APPLICANT E-MAIL **NAME OF BUSINESS Camden Riverwalk VALUATION 2970 What is use of Building/Structure?Multi-Family Building * CONSTRUCTION TYPE VB * OCCUPANCY GROUP R-2 DOCUMENTS - MISC 01 30472263_3800 Grapevine Mills Pkwy_Camden Riverwalk- Bldg. 35- Permit Application.pdf DOCUMENTS - MISC 02 30472263_3800 Grapevine Mills Pkwy_Camden Riverwalk- Bldg. 35- CFR Rev.pdf * ZONING DISTRICT R-MF-1 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 City of Grapevine PO Box 95104 Grapevine, Texas 76099 817) 410-3166 Building - Multi-Family Alteration Project # 25-000575 Project Description: Foundation Repair (11) Exterior Pilings for "Camden Riverwalk Apartments" [ELECTRONIC REVIEW] Issued on: 02/20/2025 at 3:35 PM MYGOV.US 25-000575, 02/20/2025 at 3:35 PM Issued by: Connie Cook Page 1/2 SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL AGENCY(S). February 20, 2025 Signature Date City of Grapevine Building - Multi-Family Alteration Project # 25-000575 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 25-000575, 02/20/2025 at 3:35 PM Issued by: Connie Cook Page 2/2 A AM, 3200',"Vilcrest Drive, Suite 440 Houston, Tem 77042 P: 832-240-3771 F: 832-240-2724 TBPE # F-It 1] 4 IkAAAM rb inn,w-iv -nm AILL (,t-Mf �GiE.SREQUIP�'_E: 1 APPR0'k/A1_,.('1u"- P 1 - A %J — ------------- February 12, 2025 PROWDE SKi',�ED AN'D SI.-ALIEM, LETTZEM I FFZ0110 ENGiNIEEIIRI, I r AND CC)NFMWN,G ,MITE I APPROV,01 OF P111-rk, RM'FALLA',;'I0,N1 'LINO,'ikK' iS C'OfVWLE"c'; . .......... Church Foundation Repair 2121 Brittmoore Road, Suite,5500 Houston, Texas 77043 C,:STRUCMN HOURS Subject: Review for Permit Letter Re: 3800 Grapevine Mills Parkway, Building 35, Grapevine, Texas 76051 Dunaway has reviewed the sketch and the foundation repair system proposed for the subject location. In our 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 which can be found at industry standards, and proper foundation maintenance is performed and in accordance with 2021 IBC. 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 our 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. Dunaway appreciates being of service. If you have any questions or require additional information, please contact the undersigned. %;fir,:, ,%i✓�,Y r; Megan McLemore, PE DUNAWAY ASSOCIATES, LLC j: Texas limited liability company RECEIVEDi 21112025 25-000575"CANIDEN RIVERWALK' 3800 GRAPEVINE MILLS PKWY BLD 35 FOUNDATION REPAIR 3800 Grapevine Mills Parkway, Building 35, Grapevine f In - 3200'alicrest Drive, Suite 440 Houston, Te.,,as 77042 P: 832-240-3771 F: 832-240-2724 TBPE #F- I I '4 vv,,,,,,v.dunaway.com Al: Pressed Pilings shall be driven to refusal which is defined as when the structure begins to have uplift. The driving pressure in this case should be between 8.000 to 10,000 'WE r SM N Ei')A RS ND SEALEL FRON�i FZZ-�ISTEFUED C F � R NI � N G I; i T t--' U�J S F1 E C, T 10 N AN C) APPROVAL 0ER MSTALILXIIIC,4�1 WHEN thYORK M ....... . ... ---- . . ...... . .... .. FOUNDATION CONSULTANT- HOMEOWNERS NAMEPADDRES& CHURCH CA DEN RIVERWALK PHONE: 713468-8400 3800 GRAPEVINE MILLS PARKWAY, BLDG 35 <D DATE: FEBRUARY 2025 GRAPEVINE, TEXAS 76051 . ............. r it I a REVIEW OF PILE LAYOUT ONLY 'w\ Of. T4 DU "VA 'EC 3200 VAcre-t Dwe' SN, 44Y, � 'H.t.. T.. 77042 Ph 832-240�-377 t I Fa' 832-246 2724 4':l�DUNAWAVjBEC TBPE REGIS # F-1 114 NOTES UNLESS OTHERWISE SPECIFIED 00 (D PILES SHOULD BE INSTALLED TO REFUSAL WHICH, IS DEFINED AS WHEN THE EXISTING FOUNDATION START TO HAVE UPLIFT FROkl THE DRIVING FORCE EXERTED ON THE PILE tMEGAN M MCLEMORE� EXTERIOR PILINGS SHOULD BE AT A SPACING NOT GREATER THAN 8 FEET CENTER To ................................. ol CENTER ON ONE STORY HOMES AND NOT GREATER THAN 6 FEET ON TWO STORY HOMES 140655 ELEVATION READINGS SHALL BE TAKEN BEFORE AND AFTER THE FOUNDATION LIFT. INDICATES AREA AFFECTED BY NEW PILINGS S/ONAA, k'4'. ELEVATIONS HAVE BEEN ADJUSTED FOR VARIATIONS IN FLOOR COVERINGS ADJUST EXISTING PILINGS AS REQUIRED IF ANY. LEGEND 0 PROPOSED PIER C BUILDERS PIER X PREVIOUS WORK