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Home My WebLink AboutSFRA2026-001494 OT: -BLOCK: , ....-, SUBDIVISION: BUILDING CONTRACTOR (company name): CURRENT MAILING ADDRESS: >: CITY/STATE/ZIP: :! �:! PH:# Fax# PROPERTY OWNER: CURRENT MAILING ADDRESS: CITY/STATE/ZIP: PHONE NUMBER: PROJECT VALUE: FIRE SPRINKLERED? YES NO WHAT TRADES WILL BE NEEDED? ELECTRIC— PLUMBING— MECHANICAL DESCRIPTION OF WORK TO BE DONE: USE OF BUILDING OR STRUCTURE: Total Square Footage under roof: 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 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 1 & 2 family dwellings) • 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 PROFESSIONAL/OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL AGENCY(S). PRINT NAME: SIGNATURE PHONE#. EMAIL: CHECK BOX IF PREFERRED TO BE CONTACTED BY E-MAIL THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT Aj,proval k) Issue Setbacks Construction Type: Permit Valuation: $ Occupancy Grour: Fire Sprinkler: YES NO Front: Electric Division: Building Depth: Left: Plurnu��ng Building Width: Rear: Mk �e. anical Zoning: Occupancy Load: Grease Trap Right. Rood Plan Review Approval: Date: Building Permit Fee: Site Plan Approval: Date: Plan Review Fee: Fire Department: Date: Lot Drainage Fee: Public Works Department: Date. Sewer Availability Rate: Health Department: Date:- Water Availability Rate: Approved for Permit: Date: Total Fees.: Lot Drainage Submitted: Approved: Total Amount Due: P.O. BOX 95104, GRAPEVINE, TX 76099 (817) 410-3165 O:FORMS%DSPERMITAPPLICATIONSI/02-Fiev.11/04,5106, City of Grapevine Building - Residential PO Box 95104 Accessory Structures Grapevine, Texas 76099 817) 410-3166 Project # 26-001494 Project Description: Rebuild existing wood deck with steel frame and railing and composite decking. [ELECTRONIC REVIEW] Issued on: 05/04/2026 at 8:40 AM ADDRESS INSPECTIONS 5 815 Spring Creek Dr. 1. Building Setback 4. Lot Drainage Inspection Grapevine, TX 76051 2. Building Foundation/Footing 5. Building Final LEGAL 3. Building Framing Silver Lake Estates Addition Bilk 1 Lot 101 INFORMATION FIELDS S —APPLICANT NAME (individual) josh schoonover PERMIT HOLDER —APPLICANT PHONE NUMBER 8179090973 Joshua Schoonover XustomLands VALUATION 25000 (817) 909-0973 Square Footage 770 * CONSTRUCTION TYPE VB COLLABORATORS - Joshua Schoonover * OCCUPANCY GROUP R-3 XustomLands DOCUMENTS - MISC 01 -Buildingapplication- (817) 909-0973 MartyMetzgerSigned.pdf DOCUMENTS - MISC 02 MartyMetzgerdrainagesurvey.pdf OWNERS Martin MetzgerEng ineeri ng- - Martin Metzger DOCUMENTS - MISC 03 constructionset.pdf DOCUMENTS - MISC 04 MartyMetzgersurveywithsetbacks.pdf * ZONING DISTRICT R-7.5 FEE TOTAL PAID DUE *Building Permit Fee (Value) $443.00 $443.00 $443.00 TOTALS $443.00 $443.00 $0.00 Page 1/2 MyGov.us 26-001494, 05/04/2026 at 8:40 AM Issued by: Amanda Robeson I FURTHERMORE UNDERSTAND THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITY AND THAT THE DESIGN PROFESSIONAL / OWNER IS RESPONSIBLEO OBTAINING SUCH APPROVAL FROM APPROPRIATE STATEAND OR FEDERAL May 04, 2026 Signature Date City of Grapevine Building- Residential Accessory Structures Project # 26-00194 NOTICES 1) ALL work must be done in compliance with the 2021 INTERNATIONAL UIL I 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. ) Project address must be clearly posted at the job site. NOTES INSPECTION ET (17) 10- 010, CUT OFF TIME FOR A.M. INSPECTION IS 7:30 A.K --- CUT OFF TIME FOR P.M. INSPECTION IS 12:30 P.M. > PERMIT ISSUED IN ACCORDANCE WITHAPPLICATION I IN THIS. MYGOV.us 26-001494, 05104/2026 at 8:40 AM Issued by: Amanda Robeson CODES AND DESIGN CRITERIA MISCELLANEOUS 1 PERFORM ALL CONSTRUCTION IN CONFORMANCE WITH THE BUILDING AND DESIGN CODES REFERENCED WITHIN THESE DOCUMENTS THE PROJECT DOCUMENTS REFER TO THE FOLLOWING CODES AND STANDARDS, UON: TEXAS BUILDING CODE MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR BUILDINGS AND OTHER STRUCTURES (ASCE/SEI 7-22) 2 RISK CATEGORY: I 3 LIVE LOAD FLOOR DECKS 40 LBS/SQ FT, STAIRS 100 LBS /SQ. FT. 4 DEAD LOAD FLOOR 15 PSF GENERAL NOTES AND SPECIFICATIONS: THESE PLANS WERE DESIGNED TO CONFORM TO THE 2021 INTERNATIONAL BUILDING CODE AT THE TIME THE PLANS WERE DRAWN. CONSTANT CHANGES IN BUILDING CODES, BOTH LOCALLY AND NATIONALLY, IN ADDITION TO CHANGES IN ENVIRONMENTAL QUALIFICATIONS AND LOCAL OPTIONS FOR PLUMBING, HEATING/COOLING AND WIRING, MAKES CONFORMITY TO ALL BUILDING RESTRICTIONS IMPOSSIBLE CONSEQUENTLY, THE USE OF THESE PLANS IS SUBJECT TO LOCAL CODE REQUIREMENTS AND INTERPRETATIONS, IT IS THE RESPONSIBILITY OF THE USER TO EVALUATE THESE PLANS FOR CONFORMITY TO LOCAL CODES REQUIREMENTS ANY ADDITIONAL DESIGN OR DRAWING SERVICES REQUIRED BY LOCAL CODE ARE SUBJECT TO FINITE STRUCTURES & DESIGNS STANDARD SERVICE FEES. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO BEGINNING ANY WORK AND NOTIFY OWNER OF ANY DISCREPANCIES WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. DESIGNER, DOES NOT GUARANTEE THE AVAILABILITY OF ANY MANUFACTURED PRODUCT SUGGESTED OR SPECIFIED ON THE PLANS OR SPECIFICATIONS THE BUILDER IS ADVISED TO VERIFY THE AVAILABILITY OF ALL MANUFACTURED PRODUCTS BEFORE PROCEEDING WITH CONSTRUCTION, ESPECIALLY THOSE ITEMS AFFECTING ROUGH OPENING DIMENSIONS OR OTHER DIMENSIONS ON THE PLANS ALL MANUFACTURED MATERIALS,COMPONENTS, FASTENERS, ASSEMBLIES, ETC., SHALL BE HANDLED AND INSTALLED IN CONFORMANCE WITH MANUFACTURERS SPECIFICATIONS AND INSTRUCTIONS. WHERE SPECIFIC PRODUCTS ARE CALLED FOR, GENERIC EQUIVALENCE WHICH MEET APPLICABLE STANDARDS AND SPECIFICATIONS MAY BE USED A CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO BEGINNING WORK AND SHALL NOTIFY OWNER OF ANY DISCREPANCY B CONTRACTOR SHALL BE RESPONSIBLE FOR ANY VARIATIONS OR DEVIATIONS FROM THE PLANS WITHOUT WRITTEN CONFIRMATION FROM DESIGNER C. CONTRACTOR SHALL PROVIDE ADEQUATE BRACING OR OTHERWISE SUPPORT ALL PORTIONS OF THE STRUCTURE UNTIL ALL MEMBERS HAVE BEEN PERMANENTLY CONNECTED TOGETHER. D PLUMBING DIAGRAMS OR DRAWINGS SHALL BE PROVIDED BY THE PLUMBING CONTRACTOR E HEATING/COOLING DUCT DIAGRAMS OR DRAWINGS SHALL BE PROVIDED BY THE HEATING/COOLING CONTRACTOR F HEAT LOSS OR ENERGY USE CALCULATIONS SHALL BE PROVIDED BY HEATING COOLING CONTRACTOR OR OTHER PROFESSIONAL AS REQUIRED BY BUILDING OFFICIAL. G. TRUSS DESIGN, ENGINEERING AND PLANS SHALL BE PROVIDED BYTRUSS MANUFACTURER H EACH BEDROOM SHALL HAVE AT LEAST ONE WINDOW WITH A SILL HEIGHT OF NO MORE THAN 44" ABOVE THE FLOOR. I I ALL FIREPLACE OPENINGS SHALL BE PROVIDED WITH TEMPERED GLASS DOORS. PROVIDE OUTSIDE COMBUSTION AIR FOR FIREPLACES, WOOD STOVES AND LIQUID FUEL HEATING APPLIANCES J SMOKE DETECTORS SHALL BE CONNECTED TO HOUSE POWER K, TUB AND TUB/SHOWER ENCLOSURES TO HAVE 1/2" WATER RESISTANT GYPSUM BOARD AND A HARD, MOISTURE RESISTANT SURFACE UP TO 6-0ABOVE FLOOR (MIN] L ALL EXHAUST FANS.RANGE HOODS AND DRYERS SHALL VENT TO THE OUTSIDE THROUGH SHEET METAL DUCTS CAULK AROUND ALL PENETRATIONS THROUGH EXTERIOR ENVELOPE M. ALL WINDOWS, PATIO DOORS AND DOORS WITH GLASS SHALL BE DOUBLE GLAZED INSULATING UNITS WITH WOOD, VINYL OR THERMALLY BROKEN ALUMINUM FRAMES AND SASHES N ALL GLASS WITHIN 12" OF A DOOR AND/OR WITHIN 18" OF THE FLOOR OR A WALKWAY SHALL HAVE TEMPERED GLAZING O ALL WOOD IN PERMANENT CONTACT WITH CONCRETE OR SOIL SHALL BE PRESSURE TREATED WITH A WATER BORN PRESERVATIVE. P ALL EXTERIOR WALLS & WALLS COMMON TO UNHEATED SPACES SHALL BE 2X6STUDS @ 16" O.C. WITH R-21 INSULATION UNLESS OTHERWISE NOTED ON THE PLANS Q PROVIDE 1 HR FIRE WALL BETWEEN GARAGE AND LIVING AREAS, AND UNDER ALL STAIRS WHERE STORAGE SPACE IS AVAILABLE. R ALL DOORS BETWEEN GARAGE AND LIVING AREAS SHALL BE 1 HR. FIRE RATED ASSEMBLIES WITH 1-3/4" SOLID CORE WOOD DOORS OR CODE APPROVED EQUIVALENCE AND SELF -CLOSING MECHANISMS CONCRETE: 1 ALL FOUNDATION WALL AND FOOTING CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI @ 28 DAYS. 2 ALL CONCRETE SLABS SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI AT 28 DAYS. 3 CONCRETE FORMS, SHORING AND POURING METHODS SHALL CONFORM TO CURRENT A.C.I. STANDARDS. 4 BACK FILL SHALL NOT BE PLACED AGAINST BASEMENT RETAINING WALLS UNTIL, A CONCRETE OR MASONRY GROUT HAS REACHED ITS 28 DAY STRENGTH, AND +- B STRUCTURAL FLOOR FRAMING {INCLUDING SUB -FLOOR} REQUIRED TO STABILIZE WALLS IS COMPLETE AND FULLY NAILED AND ANCHORED 5, APPLY STANDARD DRY WALL PRODUCTS, INC. "THOROSEAL FOUNDATION COATING" OR EQUAL FOUNDATION COATING ON ALL EXTERIOR FACES OF WALLS BELOW GRADE, AND "THOROGLAZE" OR EQUAL DAMP PROOFING ON ALL EXPOSED SURFACES OF CONCRETE WALLS ABOVE GRADE AND ALL SLABS NOT COVERED BY FINISH FLOOR MATERIALS. REINFORCING STEEL: 1. ALL REINFORCING STEEL SHALL BE DEFORMED STEEL BARS CONFORMING TO ASTM A615, GRADE 60. 2. ALL REINFORCING STEEL SHALL BE MANUFACTURED DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH ACI 318R, ACI 315R AND ACI SP 66 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185, IN AS LONG A LENGTH AS IS PRACTICABLE WELDED WIRE FABRIC SHALL BE LAPPED AT LEAST ONE GRID WIDTH PLUS 2'. 4. REINFORCEMENT SHALL BE BENT COLD AND SHALL NOT BE WELDED SHEET INDEX S-0 COVER SHEET S-11 FOUNDATION PLAN S-12 FRAMING PLAN S-13 TYP. RAILING DETAIL ., iih.N "P.^4 .n oa, F 7 �.. .. C 7 F F r � r O Lu u.j X V H V w z_ z °C W Ln Q T- op 0 COVER SHEET S-0 / I 4 , 6g-________ II._51 '. 51 n 0 58 n •. v - FOUNDATION PLAN SCALE 1/4. - 1'-0' POST TO FOOTING DETAIL SCALE — i 443 Rings EQ. 444 Bars 12X24 PIER SECTION SCALE NTS ry r r) Ln � O w W cx� X V I— l7 w z_ z °C W a � Ln a T- c2 oo 0 10 -4" 2X6 MEC TUBE JOIST in GAUGE 1 0 C 11-7 10-5 I I Lr) O Q0 Lu 12 0, uj X m. LL! Z SHEATHING ry > - 2XJB�OECCTUBE JOIST j 0 Lu @ < Lr) c2 4X6 RED TUBE BEAM L 3X3X5/16 co - WELDED TO BEAM 10x6 XI2 BASE PLATE (2) 5/8 ANCHOR BOLT WELDED TO POST FRAMING PLAN 4X4 SQUARE TUBE POST SCALE 1/4'-- 1 -0' 50 __ 5-0'0C TIP 1 x2 TOP PAL - 1 X2 TOP RAL. O 4X4 SQUARE TUBE POT GRADE `I t I" I12X24 PIER TYP. RAILING DETAIL SCALE 3/8' = V-U 1 /8 ABLEST O C TURNSUCkE JOIST AT POST I III I � ke Rlt.i JCIiT 416 RED TUBE BEAM P-T WELDED TO THE DECK PERIMFER J0:5T i O I M i d NOTES FOR RAILING AS PER IBC: CONNECTIONS MUST RESIST REQUIRED LATERAL THRUST; LAG SCREWS OR STRUCTURAL FASTENERS REQUIRED. CONTINUITY ENDS MUST RETURN TO A POST, WALL, OR SAFETY TERMINATION MATERIAL & PROTECTION USE PRESSURE -TREATED LUMBER OR NATURALLY DECAY -RESISTANT SPECIES. ALL FASTENERS AND HARDWARE MUST BE HOT -DIP GALVANIZED OR STAINLESS STEEL -SHARP EDGES & HAZARDS - NO SPLINTERS OR PROTRUDING FASTENERS ALLOWED MAINTAIN SMOOTH, SAFE GRIPPING SURFACE OPENINGS IN THE GUARDS RAIL SHOULD NOT ALLOW A 4" SPHERE TO PASS THROUGH ry r `) Ln Y O W LL X V H v LL z_ z °C W d � (n Q T_ c2 op 0