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Home My WebLink AboutMFA2025-004926 OBADDRESS: RECEIVED: 01/02/2026 DATE OF ISSUANCE, 25-004926 "CAMDEN RIVERWALK APARTMENTS" 3900 GRAPEVINE MILLS PKWY #2 PERmrr#. sum # LOT: BLOCK: - I Ir I SUBDIMION- BuiELDING CONTRACTOR (company name): CURRENT MAM]NG ADDRESS. 112?2D".SC1r' 52�00 T" 7821G PH: # 2—:- CITYISTATUM: PROPERTY OWNER: SS: U r-,:: CURRENT MAILING ADDRE ,,r,," -MBER. PHONENU crry/sTATE/zip: (- " 11 PROJECT VA-LUE: S 16,300 FIRE SPREVKLERED? YES NO vmAT TRADES WELL BE NEEDED? ELECTRIC PLUMBING MECHANICAL DESCRIPTION OF WORK TO BE DONE: USE OF BUILDING OR STRUCTURE. NAAMOFBUSMSS: Total Square Footage under roof. Square Footage of alteratiouladdition: U I hereby certff- o th y thatplaw have been reviewed and the building will be inspected by a cerfiffed energy code inspector in *cc cc wi rdan State Law. Plan review and inspection documentation shall be made available to the Building Department (required fora buildings, alterations and additions) E3 I hereby certW that plans have been submitted to the Texas Department of Licensing and Regulation for AccessibilitY Review. Control Number: - (Not required for I & 2 family dwellings) u I hereby certW 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, ADju1jLxuv4 b AND OR ALTERATION TO COMMERCIAL AND PUBLIC BUILDINGS) I hereby certify that the foregoing is correct to the best of my knowledge and an 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 SE CATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY By THE CITY, AND THAT THE DESIGN PRO FESSIONAIJOWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL AGENCY(S). SIGNATIME PRINT NAW- PHONE #: EMAYF,- E3CHECK BOX IF PREFERRED TO BE CONTACTED BY E-MAIL . ... .. ............ THE FOLLOWING IS TO BE COMPLETED By THE BUILDING INSPECTION DEPARTMENT ConstructionPermit Valuation: Approval to Issue Setbacks Occupancy Group:",""aM, Fire Sprinkler: YES NO Front: Electrical. Division: ;13 Depth: �i Left: Plumbing uilding M�ellanical Rear: Zoning- Buildim-, Width: 14d Occupanc\: Load: Grease Trapoo , Plan Review Approval: 'Date: T ilding Permit Fee: Site Plan Approval: Date: Plan Review Fee: Fire Department: Date: Lot Draina,le Fee: Public or Department: Date: Sewer Availability Rate: . . .. . ..... lepet: ate: Water AvailabiEtN- Rate: Heath DartmD Approved for Permit: Date: Total Fees: Lot Drainage Submitted: Approved: Total Amount Due: P.O. BOX 95104. GMPEMNE TX 76099101714M3165 O:FORmsmsPfRPArrAPPLirxnoNs 1102-Rev.11904-5fO62A7.11109-Cli-VI9 ity of Grapevine Building - Multi -Family PO Box 95104 Alteration Grapevine, Texas 76099 817) 410-3166 Project # 25-004926 Project Description: Repair exterior balconies at Units on the building centers. "Camden Riverwalk Apartments" [ELECTRONIC REVIEW] Issued on: 01 A 5/2026 at 9:26 AM INSPECTIONS ADDRESS 3900 Grapevine Mills Pkwy., 2 1. Building Foundation/Footing Grapevine, TX 76051 2. Building Framing LEGAL INFORMATION FIELDS Riverwalk Addition Blk la Lot lal —APPLICANT NAME (individual) **APPLICANT PHONE NUMBER PERMIT HOLDER APPLICANT E-MAIL Shannon White Hentana Construction "NAME OF BUSINESS (469) 581-8199 VALUATION COLLABORATORS Square Footage - Shannon White Acreage Hentana Construction What is use of Building/Structure? (469) 581-8199 * CONSTRUCTION TYPE OWNER S * OCCUPANCY GROUP - Fund Riverwalk Lic DOCUMENTS - MISC 01 TENANTS DOCUMENTS - MISC 02 - Camden Riverwalk Apartments ZONING DISTRICT F11 7.—%M 113 " TIMM 4. Building Final Chris Doyle 2147940861 Camden riverwalk Apartment 16800 1800 60 multifamily living VB R-2 BUILDING PERMIT APPLICATION 12.pdf Camden-Riverwalk-Apartments-Site- Plan-combined building 2.pdf R-MF-1 FEE TOTAL PAID DUE Building Permit Fee, R-2 $1,800.00 $1,800.00 $1,800.00 (Alteration) SF TOTALS $1,800.00 $1,800.00 $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 Page 1/2 MYGOV.US 25-004926, 01/15/2026 at 9:26 AM Issued by: Amanda Robeson #•i a #I M&IMECIMMIXT1 ACCESSIBILITYI FURTHERMORE UNDERSTAND THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED BY DESIGNTHE PROFESSIONAL/ OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL Signature Building Project # 25-004 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 ET (17) 410-3010, CUT OFF TIME FOR A.M. INSPECTION IS 7:30 A.M. --- CUT OFF TIME FOR P.M. INSPECTION 112:0 P.M. > PERMIT ISSUED IN ACCORDANCET I TION ON FILE IN THIS FFI . i # " # • =11 0 1 CK"I- # Page 212 MYGOV.US 25-004926, 01/15/2026 W 9:26 AM Issued by: Amanda Robeson N w + E CAMDENi( - 1 Riverwalk VAI Of: F, S F'ROVICiE SIGN _D AM) SEAUCH) L-EP�EIR, FROM tf mt ci 04M f;k, H f 1;4� M,�A�v Q TIC) t "ENG11'JEER t—ClINPHRIPAINK' S-17"E WSP �j S 0s11 0 ilva ES�TATE VISTA --j ti r 7 7� L 711 t 4 Li EAR.1k IPAP�K RECYCL ING TRASf I T A 1 ,)NQ, rl lROUGt i QIJ r 7 N/iSI-JOR PARKING AVAILABIl NA FURI' f RAIL I RECEIVED: OVOZQ026 25-004926 "CAMDEN RIVERWALK APARTMENTS" 90 0 GRAPEVINE MILLS PKWY #2 REPAIR BALCONIES jr C P E I BL" -DING V o 'F�' R 0 V I C) E $ I GN E D A N'01 S E A LEE 0 L E -4 T EFRI F R1 C);M AND APPROVAL, WHE-N VVORK 116 CWAPLETE gy-ma- Von SM. Worly-m-Tan M ro M, a- -0 im H ro M r.-4 3 = This includes the following units: 234-80sqft,224-80sqft, 235-80sqft, 225-80sqft, 232- 80sqft, 222-80sqft, 237-80sqft, 227-80sqft, 223-80sqft, 226-80sqft 1. Remove existing concrete and waterproofing from the affected area, down to the wood decking. If the area in question is positioned against the Unit wall, remove cladding from the base of wall, at least 1 foot up from the balcony deck or higher if necessary, to expose the balcony flashing on the wall and a working edge of the WRB (do not remove the WRB from this area, pull the bottom edge up while minimizing damage to the WRB to allow access to the balcony waterproofing on the wall.) If the area in question is positioned at the balcony edge 2. Survey the existing structural wood decking, trusses, and structural components of the balcony deck upon removal of the existing concrete and waterproofing layers, Report, in writing, any damaged areas of wood decking or sheathing to the Engineer. Thd Engineer shall determine if, and to what extent, structural repair is necessary. 3. Once all necessary repairs to structural components are complete, install new waterproofing membrane (Polyguard 650 Sheet Membrane) to the decking and install new drainage mat (Polyflow BID) over the waterproofing membrane, Reinstall all components previously removed including base flashing, metal drip edge, termination bar, and guardrail anchors to match existing materials. At base of Unit wall conditions, ensure the waterproofing membrane is turned up at least 6 inches onto the sheathing and seated at the leading edge to the sheathing. 4. Reinstall lightweight concrete on the balcony deck. At base of Unit wall conditions, install ealvanized the metal 'T' flashing base of p ositioned to cover the concrete at wall, edge and bedded in sealant to the concrete on the horizontal plane, and install flashing tape at the leading edge of the metal flashing on the wall sealing it to the sheathing. Overlay the existing WRB system over the flashing assembly at the base of wall and reinstall the cladding to match the existing materials. Ensure a minimum 1/2" gap is 2ni 18,rt^T?�KmW;�I�hilng Apply new coatings to all affected surfaces to match existing coating. At exterior balconies at Units on the building corners where parapet wing -walls are present: 1. Remove wood trim board from the cap of the wing -wall. Remove siding/stucco and WRB from both faces of the wing -wall (the side facing the balcony and the side facing the sloped roof). Remove cladding from the elevation wall surrounding the intersection between the wing -wall and the elevation wall (saddle condition) without removing, and minimizing damage to, the existing WRB, decking and trusses upon removal of the existing cladding and waterproofing layers, Report, in writing, any damaged areas of wood decking or sheathing to the Engineer. The Engineer shall determine if, and to what extent, structural repair is necessary. 3. Install new WRB (DuPont Tyvek) over the sheathing on both faces of the wing -wall, turne,�j over onto the existing WRB on the elevation wall and overlapped at least 6 inches. Install new Flashing Tape (DuPont StraightFlash) over the wing -wall cap, wrapped over the WRB on the sides, and turned up onto the sheathing at the elevation wall to form a "saddle" between the wing -wall and the elevation wall. Sequence the existing WRB over the leading edge of the flashing tape at the "saddle" condition. 4. Re -install cladding on both faces of the wing -wall to match existing materials. Install new trim board over balcony wing -wall cap, consisting of either water-resistant treated wood or fiber cement. Install new sealant (MasterSeal NP-1) to all joints in the cladding and joints between dissimilar materials. Apply new coatings to cladding and trim boards, to match existing coatings. S'G N E D N D S E 4\ L E D E T TE IiRt F. R N1 P, RZ 0 V i D REGI'S-FEREM EN1,G1N_EER 4C"C)NMMMHM*G S I TE HNI S PIEE I C) i",