The URL can be used to link to this page

Home My WebLink AboutSFADD2026-001883RECEIVED: 5/22/2026 DATE OF ISSUANCE.'': 26-001883 3530 MERCURY DR PERMIT#: ATTACHED PATIO COVER ON EXISTING SLAB I L'D ING PERMIT APPLICATION ,:!:� :C!� JOB ADDRESS- 3530 Mercury Drive, Grapevine, Texas, 76051 SUITE# LOT: BLOCK: SUBDIVISION: BUILDING CONTRACTOR (companyname). Skyline Outdoor Living CURRENT MAILING ADDRESS: 5332 Trinity River Tri CITYSTATE/Zlp: Fort Worth, TX, 76114 PH: # (817) 217-4894 Fax #.- PROPERTY OWNER: Belinda Marten CURRENT MAILING ADDRESS: 3530 Mercury Drive -- CITY/STATE/ZIP: Grapevine, Texas, 76051 PHONE NUMBER: (682) 365-8138 PROJECT VALUE: $ 7000 FIRE SPRINKLERED? YES NO WHAT TRADES WILL BE NEEDED? ELECTRIC Yes PLUMBINGNo MECHANICALNo DESCRIPTION OF WORK TO BE DONE: Patio Cover USE OF BUILDING OR STRUCTURE: Total Square Footage under roof- Square Footage or alteration/addition: ;eUb • I hereby certify that plans have been reviewed and the building will be inspected by a certified energy code inspector in accordance with State Law. Plan review and inspection documentation shall be made available to the Building Department (required for new buildings, alterations and additions) • I hereby certify 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) El 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, ADDITIONS AND OR ALTERATION TO COMMERCIAL AND PUBLIC BUILDINGS) 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 PROFESSIONALIOWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL AGENCY(S), PRINT NAME: Patricia Trujillo SIGNATURE Patricia Trujiflo PHONE #. + 1 (817) 217-4894 EMAIL: askimarketing@gmail.com IF PREFERRED TO BE CONTACTED BY E-MAIL THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT Construction Type: Permit Valuation: $ Setbacks I AII-11)roval to Issue Occupancy Group: Fire Sprinkler: YES NO Front: Electrical Division: Building Depth: Left: Plumbin-- Zoning: Building Width: Rear: Mechanical I Occupancy Load: J Grease Trap Right: Hood Plan Review Apj Iroval,.,,'- Date: Building Permit Fee: Site Plan Approval: Date: Plan Review Fee: Fire Department: Date: Lot Drainage Fee: Public Works Del ailment: Date: Sewer Availability Rate: Health Department: Date: Water Availabili!y Rate: Approved for Permit: Date: Total Fees: Lot Drainage Submitted: Approved: Total Amount Due; P,().BOX q',;104,GRAPEVIN,E,TX76096(8171410-31C'I City of Grapevine PO Box 95104Addition¢ Grapevine, Texas 76099 817) 410-3166 Project # 26-001883 Project Description; Attached Patio Cover on Existing Blab [ELECTRONIC REVIEW) Issued on: 06/22/2026 at 5:05 PM ADDRESS INSPECTIONS 5 3530 Mercury Dr. 1, Building Setback 4. Building Framing Grapevine, TX 76051 2. Building Foundation/Footing 5. Building Final LEGAL 3, Building Pier Placid -Peninsula Addition Blk 7 Lot 5 INFORMATION FIELDS S - *05401682* **APPLICANT NAME (individual) Patricia Trujillo **APPLICANT PHONE NUMBER +1 (817) 217-894 PERMIT HOLDER Patricia Trujillo APPLICANT E-MAIL Skyline Outdoor Living VALUATION 70 (817) 217-48 4 Square Footage 203 COLLABORATORS * CONSTRUCTION TYPE VB • Patricia Trujillo * OCCUPANCY GROUP R-3 Skyline Outdoor Living UILDINGPERITAPPLICATIONBelinda (817) 217-4894 DOCUMENTS - MISC 01-GrapevinePatioCover.pdf OWNERS DOCUMENTS - MISC 02 353GMercuryDrive_04crisy2249_ elinda3 53 _PatioCov ri.p f • Robert Marten 353 MercuryDrive_04crisy2209_ linda3 DOCUMENTS - MISC 03 50_PatioCover_DRAINAPLAN.df * ZONING DISTRICT -7. APPROVED TO ISSUE ELECTRIC YES FEE TOTAL PAID DUE Building Permit Fee, ($150.00 $ 150.00 $ 150.00 $ 150,00 Flat Fee) Simple Alteration TOTALS $ 150. $ 1 %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 MYGt3V.US 26-001883, 06/22/2026 at 5:05 PM issued by: Sandra Brandt 6/23/26, 12:59 PM PDF.js viewer ABBREVIATIONS GENERAL NOTES FLOOR PLAN NOTES ADDITIONAL NOTES PLANS WITH COMPLIANCE WITH: -VERIFY ALL DIMENSIONS PRIOR TO BEGINNING 2021 Imem l—A Residential Cade(IRC) AB ANCHOR BOLT i GENERAL NOTES APPLY TO ALL DRAWINGS ALL WORK IS TO BE DONE IN ACCORDANCE W/THE FRAMING WRITTEN DIMENSIONS TAKE PRECEDENCE 2023 National Ele t-S Code (NEC) ABV. ABOVE LATEST EDITION OF THE INTERNATIONAL RESIDENTIAL OVER SCALED DIMENSIONS 2021 Inteinallonal Plumbing Code (IPC) 10 AIR CONDITIONING 2, DO NOT SCALE DRAWINGS ANY DIMENSIONAL CODE (IRO, ALT ALTERNATE INFORMATION REQUIRED WHICH IS NOT INDICATED ON -SAFETY GLAZING, PER IRO R308, SHALL BE USED AT @ AT DRAWING -DIMENSION STRINGS SHALL BE OBTAINED -WINDOWS AND EXTERIOR DOORS LOCATED IN THE ALL BATHROOM MIRRORS AND AL SO BATHROOM BLK. BLOCK FROM THE ARCHITECT NEWLY CONDITIONED SPACE MUST HAVE A MAXIMUM WINDOWS WHERE THE WINDOW SILL IS LESS THAN 60" RESPONSE TO COMMENTS 6-16-26 BM G KING 3 DIMENSIONS SHOWN ARE FINISH SURFACE OF U-FACTOR OF030 AFF BEAMRECEIVED: 5/22/2026 N BOUNDARY NAIL EXISTING CONSTRUCTION UNLESS NOTED OTHERWISE WATER PRESSURE BE RELIEF VALVE AND THE GLAZING SHALL BE LABELED ON THE GLASS BY COTHER GAS APPLIANCES 26-001883 CL CENTER LINE 4 CONTRACTOR SHALL VERIFY ALL EXISTING ALL EXTERIOR WALLS ARE TO BE 2X6 C IT O C THE MANUFACTURER CJ CEILING JOIST DIMENSIONS AND CONDITIONS ILE EXISTING MATERIALS, UNLESS NOTED OTHERWISE ALL GLAZING WITHIN 24" OF ANY DOOR OR LESS THAN 3530 MERCURY DR CONC. CONCRETE FRAMING MEMBER SIZES AND LOCATIONS. METHODS OF 18"ABOVE FLOOR SHALL BESAFETY GLAZED ATTACHED PATIO COVER ON EXISTING SLAB CONY CONTINUED CONSTRUCTION), IF DISCREPANCIES ARE FOUNDOOTIFY -ALL INTERIOR WALLS ARE TO BE 2X4 @ IT 0 C ALL ELEMENTS FOR WATER HEATHER AND FURNACE D ORd NAIL PENNY ARCHITECT BEFORE PROCEEDING WITH WORK UNLESS NOTED OTHERWISE SHALL BE PLACED ON PLATFORM KU AFF, OBL DOUBLE PLATFORM TO BE TOPPED WI MINIMUM OF TWO (2) OF DOUGLAS FIR 5 CONTRACTOR SHALL PAY ALL PERMIT FEES -PROVIDE SMOKE DETECTORS AND COMBINED SMOKE LAYERS— PLYWOOD (OR APPROVED DECK) OFPT DOUGLAS FIR DETECTORICARBON MONOXIDE DETECTOR AS PRESSURE TREATED 6 CONTRACTOR SHALL MAINTAIN THE IMMEDIATE INDICATED ON PLANS -ALL INTERIOR DOORS SHOULD HAVE A HEIGHT OF 80" DIP DIAMETER CONSTRUCTION SITE IN A SECURE, CLEAN AND SAFE THEY SHALL BE 110V IHARDWIRED1 VDBATTERY UNLESS NOTED OTHERWISE DO REPEAT FRAMING MANNER BACKUP, THEY SHALL BE AUDIBLE IN ALL BEDROOMS AND ALL EXTERIOR DOORS SHOULD HAVE A HEIGHT OF 84' EF EACH FACE BEINTERCONNECTED SO THAT ONE ALARM WILL UNLESS NOTED OTHERWISE ELEV ELEVATION ] PROTECTION CONTRACTORS SHALL BE SOLELY ACTIVATE ALL OTHERS PER R3145. CEILING HEIGHT -8'-1O" EQ EQUAL RESPONSIBLE FOR TAKING ALL STEPS NECESSARY TO EOUIP EQUIPMENT PROTECT THE PUBLIC FROM INJURY AND ADJACENT -PROVIDE 2X BLOCKING@ 5 V AFF FOR THERMOS TAT EW. EACH WAY PROPERTY DAMAGES DURING CONSTRUCTION AS IPER ELECTRICAL) AND AT CABINET LOCATIONS EN EDGE NAIL REQUIRED BY LOCAL CODES ALL SHOWER WALLS ARE TO BE PROTECTED SPAN (E) EXISTING APPROVED WATERPROOFING MATERIAL TO HEIGHT OF EST EXTERIOR 8 REPAIR ALL EXISTING CONSTRUCTION AFFECTED BY IT AND ABOVE DRAIN INLET UNLESS NOTED FLR FLOOR NEW WORK TO ITS ORIGINAL CONDITION OTHERWISE FOB FACE OF BEAM DRAWING INDEX TO FACE OF STUD PLYWOOD NOTES FTG FOOTING NUMBER j SHEET NAME FG, FINISH GRADE TV FIELD VERIFY 1 ALL STRUCTURAL PLYWOOD SHALL BE MANUFACTURED GA GAUGE WITH EXTERIOR GLUE AND CONFORM TO PS-1-95 EACH I AID (GENERAL NOTES GALV. GALVANIZED SHEET SHALL BE IDENTIFIED WITH AN A,AA GRADE TRADE A02 'SITE PLAN GLB GLULAM BEAM MARK SEE DRAWINGS FOR GRADE AND THICKNESS. A03 - )FLOOR PLAN DR HEADER 2 EACH SHEET OF PLYWOOD SHALL CONTAIN A MINIMUM II AN [ROOF&FRAMING PLAN NT HORIZONTAL FOUNDATION NOTES NAILING NOTES OF 8 SQUARE FEET AND SHALL EXTEND TO 3 BEARINGS A05 SELEVATIONS INTERIOR MINIMUM WITH FACE GRAIN PERPENDICULAR TO JOISTS I JT JOIST A06 ELECTRICAL LAYOUT MAX MAXIMUM I, ALL FOUNDATION WORK SHALL COMPLY WITH THE TEXAS I NAILS SHALL BE DRIVEN PERPENDICULAR WHERE 3 ALL UNSUPPORTED PLYWOOD EDGES SHALL BE BLOCKED AO'/ I3D VIEWS MECH, MECHANICAL BUILDING CODE (RESIDENTIAL AND STRUCTURAL) LATESTADOPTED POSSIBLE INSTEAD OF TOENAILS MIN MINIMUM EDITION, AND ALL APPLICABLE DENTON COUNTY BUILDING OR CLEARED. POi (DRAINAGE PLAN NTS NOT TO SCALE DIVISION CHOU IREMENTS 2PRE-DRILL FOR ALL NAILS SON! OR LARGER. 4 THE BUILDING DEPARTMENT SHALL BE NOTIFIED FOR 0 C ON CENTER ROOF & FLOOR DIAPHRAGM NAILING INSPECTION. OPNG OPENING 2 CQNCRETE SLABS, FOOTINGS AND PIERS (WHERE REQUIRED) 3 ALL NAILS SHALL 8E COMMON WIRE NAILS UNLESS RR ROOF RAFTERS SHALL BE LOCATED AND SIZED AS SHOWN ON THE APPROVED NOTED OTHERW ISE REINF REINFORCING STRUCTURAL DRAWINGS TO SUPPORT ALUMINUM FRAMING, SCREEN 5 PROVIDE DOUBLE JOISTS OR DOUBLE BLOCK AROUND NO ROUGH OPENINGS ENCLOSURE SYSTEMS ROOF LOADS AND WIND -INDUCED FORCES, 4 ALL NAILING APPLICATION SHALL CONFORM TO 2021 ALL OPENINGS IN ROOF NO OPENINGS WILL BE PERMITTED SHGT SHEETING TEXAS BUILDING CODE IN ROOF OR FLOOR OTHER THAN THOSE SHOWN WITHOUT 50 SQUARE 3 ALL FOUNDATION ELEMENTS SHALL BEAR ON UNDISTURBED THE ENGINEER'S APPROVAL STD STANDARD NATIVE SOIL OR PROPERLY COMPACTED ENGINEERED FILL" WITH A SPECS SPECIFICATIONS MINIMUM ALLOWABLE SOIL BEARING CAPACITY OF 1,600 PST, 6 ROOF DIAPHRAGM SHALL BE 15,32" SHEATHING 24116 TAB TOP & BOTTOM UNLESS A HIGHER VALUE IS JUSTIFIED BY AN APPROVED SPAN RATING,WITH IN COMMON NAILS AT 6" O C T&G TONGUE &GROOVE GEOTECHNICAL REPORT ACCEPTED BY DENTON COUNTY BOUNDARIES AND EDGES, 12"O,C FIELD UNO TYP. TYPICAL U N O UNLESS OTHERWISE NOTED 4, MINIMUM FOOTING EMBEDMENT SHALL EXTEND BELOW l FLOOR DIAPHRAGM SHALL BE COMMON NAISHEATHING, VERT VERTICAL ORGANIC MATERIAL AND TOPSOIL" AND SHALL COMPLY WITH 24116 BOON PAN RATING, E WITH 10d COMMON GLUE PLYWOOD 6'O C DID WOOD TEXAS BUILDING CODE REQUIREMENTS BOUNDARIES AND EDGES, 12"OC FIELD GLUE PLYWOOD W/ WITH TO ALL FLOOR JOIST WW F WELDED WIRE FABRIC 5 CONCRETE USED FOR SLABS, FOOTINGS, AND PIERS SHALL BE CAST -IN -PLACE CONCRETE WITH A MINIMUM COMPRESSIVE 8 ALL HORIZONTAL DIAPHRAGMS SHALL BE APA RATED STRENGTH OF 3 000 PSI AT 28 DAYS, UNLESS NOTED OTHERWISE SHEATHING STRUCTURAL-1 REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60 9 UNLESS OTHERWISE NOTED ON PLANS, AT ALL SHEAR �I 6 ALL FOUNDATION AND ANCHORAGE WORK SHALL BE INSPECTED W ALL LINES, AND APPROVED BY DENTON COUNTY INSPECTORS AT REQUIRED DOUBLE TOP PLATE SHALL HAVE MINIMUM SPLICE OF 48" AND NAILED WITH 2 ROWS OF (4, DO AT 3' STAGES, INCLUDING SUBGRADE PREPARATION, REINFORCEMENT PLACEMENT CONCRETE PLACEMENT, AND FINAL ENCLOSURE O C AT EACH SID ANCHORAGE PRIOR TO PROJECT COMPLETION - _ Ai PROJECT LOCATION z_a-- _ :„+�aJ `. ail _ �, '� � AERIAL PHOTO-,- j https://web.mygov. us/app/#{"page": [{"url":"/pi/","params":{"container":"#mn","bc":"Permits","url":"/pi/","environment":"page"}},{"url":"/pi/projects/details?id=351898&I ist=all","params":{"container':"#main","c... 1 /7 6/23/26, 12:59 PM PDF.js viewer SITE PLAN - ORIGINAL , r 211.1 I INCH - 10 FEET GRAPHIC SCALE (IN FEET) = W mean �l 41 MERCURY DRIVE EXISTING WISE PAM C—R -------------- ------ - ------ ---- N OPROP , _O.ED.ITEPLA. LOT COVERAGE TOTAL LAND AREA 10454 ft' EXISTING STRUCTURE' 1751 ft2 PROPOSED ADDITION: 205 ft' DRIVEWAY AND WALKWAY AREA. 594ft' TOTAL COVERED AREA 2550 W % OF LOT USED: 2439% hftps://web. mygov. us/a pp/#f"page": [{"u rl": "/pif", " pa rams": {"conta i ner": Vrn n ", "bc": "Permits", "u rl": "/pi/","e nvi ron ment" : "page"}l , {"u rl " : "/pi/projects/deta i ls?id =35 1898&1 ist=a 11" , "pa rams": {"conta i ner" :Vmain", "c... 2/7 6/23/26, 12:59 PM PDF.js viewer EXISTING HOUSE FOUNDATION PLAN P-nq P..T EXISTING HOUSE EXISTING 4" DEEP CONC. 3500 PSI AND #3 V > REBAR AT 16 INCHES < O.0 (B... finish)I'D PROPOSED PATIO 205 SF 4 El E� ss 1—POST z 0 0 FLOOR PLAN -j A03 hops://web.mygov.us/app/#{"page":[{"url":' /pi/", " pa rams": {"conta i ner": Vm In ", "bc": "Permits", "u rl": "/pi/", "a nvi ron ment" : "page"}l , {"u rl " : "/pi/projects/deta i ls?id =35 1898&1 ist=a 11" , "pa rams": {"conta i ner' :Vmain", "c... 3/7 6/23/26, 12:59 PM PDF.js viewer 6" / 12" �i RGGFGRICKET <O 6" / 12" PROPOSED ROOF ATTACHED TO EXISTING ROOF 6" / 12" ROOF SHINGLIES TO v f 12"OVERHANG 1r - 0*1 ROOF�PLAN VALLEY BOARD - II -�L - - -- -.-- ----2X6 RAFTER -_ EXISTING ROOF RAFTER (2)2x12 LVL HEADER BEAM fi-1 L SAND PLATE WITH TSTRUCTUALL GALVANIZED TRUCTURAL SCREWS EXIBbNG TOP PLATES 1III -- - - BEAM TO EXISTING WALL DETAIL EXISTING STUD WALL BEAM SCHEDULE MARK MEMBER SRE MATERIAL MAXSPAN REMARKS (GRADE BI a x iEvI`.2El 3teei IS _g sau aem mr wee+ne B2 ax _ iE 22e 1.L-1 i�-� agar aem (or wet-u.e S3 - 'S IPme K�a9si -4 a1tr:OmneW sang Nax A.X dasetl,l 30pe1—v dl 10Gst Deatl Load EXISTING ROOF TO RIDGE USING UP VAIDED S ERAME NAL CADERRAFTERS ATTACHEDTO CADER RAFTERS ATTACHED TO VALLEY BOARD THAT VALLEY BOARD THAT CONNECTED TU WITH THE !�� CONNECTED TO WITH THE EXISTING RAFTERS EXISTING RAFTERS @I � __ ___ _____ __ ________ _y— __- ________- _____ TO FRAME OF ... .._..____.___.._.__..__._.; ... ...._. ! MCTnLnESANvs- .._.....__. LOO SCR=v axizwA DRAMs ...... _.. __. IBeAMSATrECFev O V o, 1— V TD _ METAL TE. AN.r i — ez GEAMsa EAACHED z GO iS^ LOG Q W .. BUD .G .. .. 2 Q 1T' 0" LOG SCR )S.. m l7 ROOF FRAMING PLAN UA EXISTING ASPHALT SHINGLE ROOF EXISTING ROOF NEW ASPHALT Z --- RAFTER SHINGLE ROOF -� PINE RIDGE - - ,A 6" LAG SCREW _- [EXISTING JOISTcd O RIDGE BEAM CONNCETION WITH EXISTING RAFTER hops://web.mygov. us/app/#{"page": [{"url":"/pi/","params":{"container":"#mn","bc":"Permits","url":"/pi/","environment":"page"}},{"url":"/pi/projects/details?id=351898&I ist=all","params":{"container':"#main","c... 4/7 6123126, 12:59 PM PDF.js viewer ROOFAFEX MATCH GOOF _ 1111LE111 EUI ROOF CRICKET El(0 KING POST -RNG RTMG. ` 1X6 FAFER ERACE _ \ _1 ` —�T—y ` RGC�F LEJEL CURG C dXl2 LVL BEAMS (BEAMS ATTACHED —s MT CEDAR POST RE AND 5 LOG SCREWS} GO EXISTING HOUSE GROUND FLOOR FRONT ELEVATION _-10 �x�G�To w (eeu NA..OFeo IN If"" USING DO D 6x6 CEDARPOST METAL TIES AND LOG SCREWs�s = � BO Z ip F- (n X LLI GROUND FLOOR SIDE ELEVATION (PATIO COVER) hops://web.mygov. us/app/#{"page": [{"url":"/pi/","params":{"container":"#mn","bc":"Permits","url":"/pi/","environment":"page"}},{"url":"/pi/projects/details?id=351898&I ist=all","params":{"container":"#main","c... 5/7 6123126, 12:59 PM PDF.js viewer LEGEND 4Fi N .......... BABE.RJDHN DAVID A, REVISIONS II M hftps://web.mygov.us/app/#I"page":[{"url":"/pi/","params":{"container':"#mn","be":"Permits","uri":"/pi/","environment":"page"}l,{"url":"/pi/projects/detaiIs?id=351 898&list=all","params":{"container':"#main","c... 6/7 LIL ... < M 0 X O Sf'i(]Cj Vqd 69:Z1 '9Z/CZ/9