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Home My WebLink AboutSFADD2026-001923fin JOB ADDRESS: i RECEIVED: 06/09/2026 DATE OF ISSUANCF: 26-001923 725 WEDDLE DR RM#: RESIDENTIAL ADDITION (2ND FLOOR) PEIT BUILDING PERMIT APPLICATION 725 Weddle Dr SUITE # LOT: BLOCK, SUBDIVISION: BUILDING CONTRACTOR (company name): Angle Stith Designs CURRENT MAI[LING ADDRESS: 725 Ridgewood it CITY/STATE/ZI[P: Hurst, TX 76054 PH: # 817-980-1337 Fax PROPERTY OWNER: -Megan Mecca CURRENT MAILING ADDRESS- 725 Weddle Dr CITY/STATE/ZIP: Grapevine, Tx PHONENTUMBER. 817-980-1337 ON= FUZE SPRINKLERED? YES NO X WHAT TRADES WILL BE NEEDED?.:R,-,.,,' ELECTRIC X PLUMBING A MECHANICAL DESCRIPTION OF WORK TO BE DONE: Adding a second floor to the home with 2 bedrooms, 1 bathroom and playroom VTSE OF BUILDING OR STRUCTURE: Residentialhome NAME OF BUSINESS: I I I � , #1 it, 11 1. . I MMEt� fIr tr: = l'iI 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) 0 1 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) U 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. (REQL1RED FOR DEMOLITIONS, ADDITIONS AND OR ALTERATION TO COMIAERCIAL AND PUBLIC BUILDINGS) lAem',f y ctrrYy tgust fte f rmiift; is CIrrect t'b t1o4cst'11 1i" luY,4-A-%f ge a:E�,t 0 T;,krk,.7ffl Ye7ei-ftir_uet accart&j; Vf, lei '2�mvet. ![I,- the Building Department and in compliancewith the City Of Grapevine Ordinance regulating construction. It is understood that the issuance of tIII is 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 RE'%IE'%VED FOR HANDICAPPED ACCESSIBILITY BY THE CITY, AND THAT THE DESIGN PROFESSIONAL/01WINER. IS RESPONSIBLE FOR OBTAINING SUCH APPRO'vAL FROM THE APPROPRIATE STATE AND OR FEDERAL AGENCY(S). PRINT NAME: Angie Stith -SIGNATURE Angie Stith PHONE #: 817-909-4709 EMAIL: corrie@angiestithdesigns-com BOX IF PREFERRED TO BE CONTACTED BY E-MAIL Construction T°jpe: k/ Permit Valuation: $ Setbacks Approval to Issue Occupanc,, Group: Fire Sprinkler: YES NO Front: Electrical I Division: uil ingDepth: Left:-- PlumbinL, Zoning: Building Width: Rear: Mechanical 0 "cpanc-,v Load: 1 Grease Tra.11) Hood Plan Review Approval. - Date: Building Permit Fee: Site Plan Approval® Date: Plan Review Fee: Fire Department: -Date,:---, Lot Drainage Fee: Public or Department: Date: Sewer Availability Rate: Health Department: Date: Water AvailabiIii y Rate: Approved for Permit: Date: Total Fees: Lot Drainage Submitted- Approved: Total Amount Due: P.O. BOX 95104. GRAPEVINE, TX76099 (8171410-3165 OFORMSIDSPERMITAPPLICAPORS 1102-Rev.IIM4.5106,2107,11109,4111,2�*19 City of Grapevine Building - Residential PO Box 95104 Addition Grapevine, Texas 76099 817) 410-3166 Project # 26-001923 Project Description: We are going to build up and add on a second story with 2 bedrooms, a playroom and a bathroom. We will install the necessary joists and beams in the first floor ceiling to support the load of the second floor, We will pull back the roof and install windows as needed for egress. There will... rant ho n nw rh;4nnoc to then oyicfinn fni inrianinn nint linaq nr Issued on-. 06/30/2026 at 9:04 AM ADDRESS INSPECTIONS 725 Weddle Dr. Grapevine, TX 76051 1. MISC. Building Inspection 2. Building Setback LEGAL 3. Building Framing Glade Crossing Iv Ph Ii 4. Building Bracing / Sheathing Blk 1 Lot 1 Al INFORMATION FIELDS S2201 *06430392* —APPLICANT NAME (Individual) PERMIT HOLDER **APPLICANT PHONE NUMBER Angie Stith APPLICANT E-MAIL Angie Stith Designs VALUATION (817) 909-4709 Square Footage COLLABORATORS * CONSTRUCTION TYPE - Angie Stith * OCCUPANCY GROUP Angie Stith Designs ENGINEERED REPORT - (817) 909-4709 STRUCTURAL (City Use Only) OWNERS DOCUMENTS - MISC 01 - Megan Mecca DOCUMENTS - MISC 02 DOCUMENTS - MISC 03 DOCUMENTS - MISC 04 'ZONING DISTRICT APPROVED TO ISSUE ELECTRIC APPROVED TO ISSUE MECHANICAL APPROVED TO ISSUE PLUMBING FdEp I WIRRUMM1111011 MYGOV.US 26-001923. 06130/2026 at 9:04 AM R, 5. Building Wall Tie Inspection 6. Building Energy Code 7. Lot Drainage Inspection 8. Building Final 100000 3732 0:1 y 26031-MECCAFINAL5.1.26.pw_n BUILD INGPERMITAPPLIC 1, 725WeddleDr-C1 GD_jsge06O426.pdf 725Weddle-REScheck.pdf R-7.5 YES 0 TOTAL PAID DUE $3,732,00 $ 3,732.00 $3,732.00 Page 1/3 Issued by: Sandra Brandt FEE TOTAL PAID DUE TOTALS $3,732.00 $ 3.732.00 $0.00 FURTHERMORE UNDERSTAND t. PLANS t AND SPECIFICATIONS t i f NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITY AND TH AM THE DESIGN PROFESSIONAL / OWNER IS RESPONSIBLE FOR OBTAINI SUCH APPROVAL FROM APPROPRIATE STATE if,,. ! f t t '... Signature Building - Residential Addition Project # 23-001923 1) ALL work must be dome 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 ors -site for ALL INSPECTIONS. 3) Project address must be clearly posted at the job site. NOTES > 24 HOUR INSPECTION METRO (317) 41 -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 WITHAPPLICATION IL IN THIS INFIt► f � � t � i � * ' ! : i r f � ft � f t t ► f f.. t � t MYGOV.US 26-001923, 06/30/2026 at 9:04 AM Issued by: Sandra Brandt LVL CONNECTION i 3-1314"x11718" LVLS N SDS 114'x3 112" SCREWS AT 12" ON CENTERS LVL CONNECTION 4 i 2-1314"x11 718" LVLS 10d NAILS AT 16" ON CENTERS PLAN NORTH ® -F L O O R JOIST PLAN SCALE118"-V-O„ J12 OPTIMAL PERFORMANCE U480 TRIM JOISTS AT 16" ON CENTERS I i _ II �I�rtrt � � � � �rtrtfifi�l SIMPSON HU412 1 - w JOIST HANGER BOTH SIDES /r N IIIIIII I� 12' 11,71 " 4-2x4 STUDI In 11 DEN f ;� KITCHEN77 _/ $ �INeiv C3ar� R �IIIIIIIII O 1�w._,....I I 3-2x4 STUDS --I 1 1 ENTRY DINING RM I jjj l� 17g•LVLE N 0111 7,7Ai;�- oll I" L�I l.. I i i I 2-13147c11 778"LVLS 3-14 STUDS STUDY y I SIMPSON HU412 JOIST HANGERS GARAGE NOTE: USE STRONG BACK STIFFENERS MEC AS PER MANUFACTURES SPECIFICATIONS. DOUBLE JOISTS AT PARTITION WALLS A� R. COOPRR CONSULTING RNGINRBR 2221-R RXRCUTIVB DR GARLAND. TX 75041 (972) 271-1518 =c ooncooner®email. con PLOT JOB No 2026110 DATE: 5-7-2026 S — 1 1 1 OF 2 STRUCTURAL NOTES Design Loads: Roof Live Load 20 psf Second Floor Live Load 40 paf MEC First Floor Live Load 40 paf Design Stresses: Concrete (5 sack/yard) 3000 psi ® 28 days Reinforcing ASTM A815-Grade 80 except #3, Grade 40 General Stresses: Lumber- 1200 psi fiber stress in bending Glue Laminates- 2400 psi fiber stress in bending E. COOPER Gang -Lam LVL- 2950 Fb-2.OE (7 1/4"-18") & 2.2E (20") CONSULTING ENGINEER BXBCU 2221-DIVE Structural Steel shall conform to ASTM A38 GARLAND, ceRLSNO. Ts �so41 750 General Notes: Contractor shall verify all dimensions and conditions at the job site c000(972) 271-1i5 cos before commencing work and shall report any discrepancies to the engineer. • Omissions and/or conflicts between the notes, details and drawings shall be brought to the attention of the engineer and reconciled before commencing work. • No alterations shall be made to the drawings or specifications without the permission of the engineer. • Construction methods and techniques shall be the sole responsibility of the contractor. The engineer shall have no liability to the owner for errors incurred by the contractor performing work. • The contractor shall obtain all necessary permits required by the City. O w 1_4 T Design Standards: International Residential Code, 2015, 2018, 2021 or 2024 edition ACI 318-99R Building Code Requirements for Reinforced Concrete r � w F 1- 4 I--1 L wa a �wW Q Q E-4� w w cx w OF t PLOT SCALE' NONE ........ . J JOB NO. 2026110 DATE: 572026 5-7-2026 C — c� 2 F- #4757 2 OF 2 lZREScheckeWeb � Compliance Certificate Project Information Project Title: 725 Weddle Energy Code: 20151ECC Location. Grapevine, Texas Construction Type: Single Family Project Type: Addition Project Sub Type: None Orientation: Bldg. faces 270 deg. from North Glazing Area: 5% Climate Zone: 3a (2683 HDD) Project No: 1887391 All Electric, false Is Renewable: false Has Battery. false Has Charger: false Has Heat Pump false Construction Sift: Owner/Agent: Designer/Contractor: 725 Weddle Grapevine , TX 76051 Project Notes: Envelope Assemblies Prop. Req. Assembly Gross Area or Cavity Cont. U- U- Prop. Req. Perimeter Ill R-Value Factor/ Factor/ UA UA F-Factor F-Factor Ceiling. Flat Ceiling or 940 38.0 0.0 0.030 0.030 28 28 Scissor Truss Walk Wood Frame, 16" 259 19.0 GO D 060 0 060 16 16 O.C. Orientation: Front Wall 1 Wood Frame, 16" 313 19.0 00 0 060 D 060 17 17 O.C. Orientation: Right side Window Vinyl Frame 30 0350 D350 11 11 SHGC: 0.25 Orientation: Right side Wall 2: Wood Frame, 16" 259 19.0 00 0 060 0 060 14 14 O.C. Orientation: Back Window 1: Vinyl Frame 30 0.350 0.350 11 11 SHGC: 0.25 Orientation: Back Wall 3: Wood Frame, 16" 313 19.0 0.0 0.060 0.060 18 18 oc cremation: Left side Door: Solid Door (under 18 0.350 0.350 6 6 50%glazing) Orientation: Left side The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Slab -on -grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab -on -grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Compliance Statement The proposed building design described here Is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2015 IECC requirements in REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Mark Devine, ICC #8177308-79 06/04/2026 Name - Title Signature Date LEGEND --. FLOWDIRECT[ONRUNOFF GRAPHIC SCALE 1"s10' 10 0 10 20 G C 00 p {W '0 .fir '00 o t 0 0 ZNV7 AINA l a � Z O C N Q `�'�� .� V) ;x /� 4 ��(jjI7I7I�y,, isIt I Q 0 a I .x DO "-�bt � •� N ) Jn ra Q N �OIX+ L8 f E 17 ++ ,m r. d'94 'M "mazes rS�m J E 1, ;C apex _ W J Ic a DRAINAGE PLAN 2 rr GRAPHIC SCALE 20 0 20 40 co co 2-FT CONTOURS (CITY INTERACTIVE MAP) THE PROPOSED IMPROVEMENTS ARE LIMITED TO THE ADDITION OF A SECOND FLOOR. THERE ARE NO PROPOSED EXTERIOR GRADING IMPROVEMENTS OR CHANGES OR MODIFICATIONS. THERE ARE NO CHANGES OR ADDITIONS TO THE FIRST FLOOR BUILDING FOOTPRINT. THIS ADDITION DOES NOT CHANGE THE EXISTING DRAINAGE FLOW PATTERNS SHOWN. DRAINAGE FLOW ARROWS ARE BASED ON A SITE VISIT MADE ON JUNE 2, 2028 BY JEFFREY S. GROUND, TXPE #82.8. THE PROPERTY LIMITS SHOWN ON THE TITLE SURVEY REPRESENTED THE CONDITIONS OBSERVED DURING THE SITE VISIT. I rvO. JIa[v�smrvs Aw. 725 WEDDLE DRIVE LOT 1, BLOCK 1; GLADE CROSSING IV-2 CITY OF GRAPEVINE, TARRANT CO., TX DRAINAGE PLAN 9' et,7 ss coib�ryNlpintl,mee.ieox I�Iae.wnaene�n..nngSPow �s�E xoy oR��i tiE....- E E REV B, C.�i0UN0 hag � wuD ` sxErr xu t.zs Gil LVL CONNECTION i 3-1314"x11718" LVLS N SDS 114'x3 112" SCREWS AT 12" ON CENTERS LVL CONNECTION 4 i 2-1314"x11 718" LVLS 10d NAILS AT 16" ON CENTERS PLAN NORTH ® -F L O O R JOIST PLAN SCALE118"-V-O„ J12 OPTIMAL PERFORMANCE U480 TRIM JOISTS AT 16" ON CENTERS I i _ II �I�rtrt � � � � �rtrtfifi�l SIMPSON HU412 1 - w JOIST HANGER BOTH SIDES /r N IIIIIII I� 12' 11,71 " 4-2x4 STUDI In 11 DEN f ;� KITCHEN77 _/ $ �INeiv C3ar� R �IIIIIIIII O 1�w._,....I I 3-2x4 STUDS --I 1 1 ENTRY DINING RM I jjj l� 17g•LVLE N 0111 7,7Ai;�- oll I" L�I l.. I i i I 2-13147c11 778"LVLS 3-14 STUDS STUDY y I SIMPSON HU412 JOIST HANGERS GARAGE NOTE: USE STRONG BACK STIFFENERS MEC AS PER MANUFACTURES SPECIFICATIONS. DOUBLE JOISTS AT PARTITION WALLS A� R. COOPRR CONSULTING RNGINRBR 2221-R RXRCUTIVB DR GARLAND. TX 75041 (972) 271-1518 =c ooncooner®email. con PLOT JOB No 2026110 DATE: 5-7-2026 S — 1 1 1 OF 2 STRUCTURAL NOTES Design Loads: Roof Live Load 20 psf Second Floor Live Load 40 paf MEC First Floor Live Load 40 paf Design Stresses: Concrete (5 sack/yard) 3000 psi ® 28 days Reinforcing ASTM A815-Grade 80 except #3, Grade 40 General Stresses: Lumber- 1200 psi fiber stress in bending Glue Laminates- 2400 psi fiber stress in bending E. COOPER Gang -Lam LVL- 2950 Fb-2.OE (7 1/4"-18") & 2.2E (20") CONSULTING ENGINEER BXBCU 2221-DIVE Structural Steel shall conform to ASTM A38 GARLAND, ceRLSNO. Ts �so41 750 General Notes: Contractor shall verify all dimensions and conditions at the job site c000(972) 271-1i5 cos before commencing work and shall report any discrepancies to the engineer. • Omissions and/or conflicts between the notes, details and drawings shall be brought to the attention of the engineer and reconciled before commencing work. • No alterations shall be made to the drawings or specifications without the permission of the engineer. • Construction methods and techniques shall be the sole responsibility of the contractor. The engineer shall have no liability to the owner for errors incurred by the contractor performing work. • The contractor shall obtain all necessary permits required by the City. O w 1_4 T Design Standards: International Residential Code, 2015, 2018, 2021 or 2024 edition ACI 318-99R Building Code Requirements for Reinforced Concrete r � w F 1- 4 I--1 L wa a �wW Q Q E-4� w w cx w OF t PLOT SCALE' NONE ........ . J JOB NO. 2026110 DATE: 572026 5-7-2026 C — c� 2 F- #4757 2 OF 2