The URL can be used to link to this page

Home My WebLink AboutMFA2025-004930 11--111- .. ....... . .. .. %,-,-,� I-- ... .... .... .. 1111—t , - - 1 11,11"...", . -1 rayRECEIVED: 01/02/2026 DATE OF ]ISSUANCE: 25-004930 "CAMDEN RIVERWALK APARTMENTS" 3900 GRAPEVINE MILLS PKWY#14 S r REPAIR BALCONIES PERMUM BUILDING PERMIT."PLICATION JOB ADDRESS: SmTEN LOT: BLOCK: SUBDMSION-. 13111 m I1 01 6W, , i 1111, 1 01 1 CURRENT MAMING ADDRESS: CM/STATUM: PROPERTYOWNER: G I CURRENT MAILING ADDRESS: ;� ' , 1� � I i�' 11 ,' �r '�- PH:# Fax # P]][ONENLTNfflFAL- ME SPRINKLERED9 YES NO WHAT TRADES WILL BE NEEDED? ELECTWC PLUMBING MECHAMCAL F-PESCWTION OF WORK TO BE DONE: USE OF WELDING OR STRUCTURE. . . . ........ . .... NAAlE0FBUSWESS: City of Grapevine Building - Multi -Family PO Box 95104 Alteration Grapevine, Texas 76099 817) 410-3166 Project # 25-004930 Project Description: Repair exterior balconies at Units on the building centers. "Camden Riverwalk Apartments" [ELECTRONIC REVIEW] Issued on: 01/15/2026 at 9:23 AM ADDRESS 3900 Grapevine Mills Pkwy., 14 Grapevine, TX 76051 LEGAL A " PERMIT HOLDER Shannon White COLLABORATORS - Shannon White Hentana Construction (469) 581-8199 OWNERS a&oiiVn&iku,ke. Apartments (000) 000-0000 02� 2. Building Framing —APPLICANT NAME (individual) **APPLICANT PHONE NUMBER APPLICANT E-MAIL -NAME OF BUSINESS VALUATION Square Footage Acreage What is use of Building/Structure? * CONSTRUCTION TYPE * OCCUPANCY GROUP FEE Building Permit Fee, R-2 (Alteration) SF TOTALS W.0�11imf — .• .-•V�Tlm 4. Building Final Uo, Chris Doyle 2147940861 Camden Riverwalk Apartments 16800 1800 60 Multifamily living VB R-3 BUILDING PERMIT APPLICATION 12.pdf Camden-Riverwalk-Apartments-Site- Plan-combined 14.pdf R-MF-1 TOTAL PAID DUE $1,800.00 $1,800.00 $1,800.00 $1,800.00 $1,800.00 $0.00 Page 112 MYGOV.US 25-004930. 01/15/2026 at 9:23 AM Issued by: Amanda Robeson DOES NOT GRANT i.AUTHORIZE • • OF ANY CODEOR ORDINANCEOF OF ,. FURTHERMOREUNDERSTAND THAT PLANS AND SPECIFICATIONS NOT REVIEWED HANDICAPPED ACCESSIBILITY BY THE CITY AND , SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL THE DESIGN PROFESSIONAL / OWNER IS RESPONSIBLE FOR OBTAINING Signature City of GrapevineBuilding MUlti-Family Alteration Project # 25-004930 January 15, 2026 Date 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 INSPECTION METRO (17) 410-3010, CUT OFF TIME FOR A.M. INSPECTION IS 7:30 A.M. --- CUT OFF TIME FOR P.M. INSPECTION IS 12:0 P.M. PERMITISSUED IN ACCORDANCET LI TION ON FILE IN THISOFFICE. •- >� �i- ��_ �•� �- , •its ;� �� • SHALL .. i .r. R THEREAFTER REQUIRING i ` _ CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS, AND OTHER OR REQUIRING CORRECTI • ::, OF • ` i 1 MYGOV.US 25-004930, 01/15/2026 at 9:23 AM Issued by: Amanda Robeson C, 3 ZAT-2 B �JHL D'N,7 TP.-TtE7 1V - E-z f I S P R OV ID E Si G ki E D, S FE 9'Tmac-saw E T E. g; �R 0 NA ME G I S T-1c ENGINEEAR 531FIFE INS'PUClOON AN'51C) AP� PROVAL kNrHEN' INOW" �S �r-'Of;(IMO iF---T,-- ( FIL J60* U Al I Riverwalk N-A N, 9 F:� 'I if (at sty PM oxnV PIRC)%JIDE SIGNE-0 SEALED L&,-."TTEFZ FROM RJEGiSTIERED EN,GiN1EE,"'RZ fC'10;k4F1RiVi1NG SiTE: H,!SPECTION AND A gP P FZ0, V" AL W hi E N VY 0 R K I S C 0 VNI P L E 'TE Z Jr. r-mm M- Mom Woral M-warlware M12- wlmsmn.- 3= F This includes the following units. 1434-80sqft,1424-80sqft, 1435-80sqft, 1425-80sqft, 1432-80sqft, 1422-80sqft, 1437-80sqft, 1427-80sqft, 1423-80sqft, 1426-80sqft 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 sealed 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 filf 44AU-9-4-A—M&T VAMU_e- 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 232M�� PROVIDE SIGNED SI—EALED LETTEER FRO.M RE&STERED 0 ENrGINEER CONFIRMING SITE HNJSPECTIC�N' A111D APPROVAL WHEM 'WORK 11S, kCOM!"ILETE