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Home My WebLink AboutSFRA2025-004616 : 1 JOB ADDRESS: RECEIVED: 12/09/2025 DATE OF ISSUANCE: 25004616 2939 BROOKSHIRE DRIVE PERAM 231 SQ FT ATTACHED PATIO COVER WITH SLAB — ELECTRIC BUILDING PERMIT APPLICATION 1 �T� 7�1 11 —�— " �� — , — �. Y — �:N —_ Z._ B SUBDIVISION. LOCK: BUILDING CONTRACTOR (company name): CURRENT MAILING ADDRESS: CITY/STATE/ZIP: PH: # Fax PROPERTY OWNER: PROJECTVALUE: FIRE SPRENKLERED? YES NO WHAT TRADES WILL BE NEEDED?, ELECTRIC PLUMBING MECHANICAL DESCRIPTION OF WORK TO BE DONE; USE OF BUILDING OR STRUCTURE: ity of Grapevine Building - Residential PO Box 95104 Addition Grapevine, Texas 76099 817) 410-3166 Project # 25-004616 Project Description: Construct 231 sf Attached Patio Cover with Electric 32sf concrete, 22sf concrete border [ELECTRONIC REVIEW] Issued on: 01/14/2026 at 10:13 AM ADDRESS INSPECTIONS 8 2929 Brookshire Dr. Grapevine, TX 76051 1. Building Setback 5. Building Bracing Sheathing 2. Building Foundation/Footing 6. Building Termite Verification LEGAL 3. Building Pier 7. Lot Drainage Inspection Oak Creek Estates Blk 4. Building Framing 8. Building Final 12 Lot 31 S INFORMATION FIELDS PERMIT HOLDER —APPLICANT NAME (individual) Kelsey Dawson Kelsey Dawson Allied Outdoor Solutions "APPLICANT PHONE NUMBER 8153031663 (713) 465-0400 APPLICANT E-MAIL COLLABORATORS VALUATION 1389DO - Kelsey Dawson Square Footage 231 Allied Outdoor CONSTRUCTION TYPE VB Solutions OCCUPANCY GROUP R-3 (713) 465-0400 BUILDING PERMIT OWNERS DOCUMENTS - ISC 01 M APP— 202104070956011105.pdf, 325- 0416 Clark - Stamped Plan Set - • Alfred Clark 11.27.25 1.pdf DOCUMENTS - MISC 02 Lot Drainage Plan.pdf ZONING DISTRICT R-7.5 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 $150.00 $ 150.00 $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 OFT I PERMIT Page 1/2 MYGOV.us 25-004616, 01/14/2026 at 10:13 AM Issued by: Amanda Robeson I FURTHERMORE UNDERSTAND THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED+ BY AND THAT THE DESIGN PROFESSIONAL / OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL -i APPROPRIATE! OR FEDERAL Signature City of GrapevineBuilding i ni I Addition Project # 2-001 r NOTICES 1) ALL work must be done In compliance with the 201 INTERNATIONAL UILDI O . `* ALL work ISSUED prior to January 1, 2024, must be done in compliance with the 2006 INTERNATIONAL BUILDING O . 2) City Approved Stamped Plans must be on -site for ALL INSPECTIONS. ) Project address must be clearly posted at the job site. NOTES > 24 HOUR INSPECTION METRO (17) 410- 01 , CUT OFF TIME FOR A.M. INSPECTION IS 7:30 A.M. --- CUT OFF TIME FOR P.M. INSPECTION 11:30 P.M. > PERMIT ISSUED IN ACCORDANCE WITHAPPLICATION IN THISOFFICE. MYGOV.US 25-004616, 01114/2026 at 10:13 AM Issued by: Amanda Robeson RECEIVED: 12/0912025 25-004616 2929 BROOKSHIRE DRIVE IMPERVIOUS COVERAGE 0'' DONI_'v 231 SO FT ATTACHED PATIO COVER W/ SLAB - ELEC.Mf'!D;a11'1URAY CALCULATIONS: EXISTING: BUILDING AREA - 2120 SQ FT WOOD DECK HAS BEEN GARAGE - 402 SQ FT FRAME BUILDING - 147 SQ FT NEW CONCRETE BORDER PREVIOUSLY REMOVED DRIVEWAY - 586 SQ FT EXISTING SHADE - WALKWAY - 126 SO FT STRUCTURE 2 PORCH - 149 SQ FT AC PAD - 16 SQ FT TRANSFORMER PAD - 16 SQ FT POOL DECK - 808 SO FT 24� POOL COPING - 112 SQ FT POOL EQUIPMENT - 20 SQ FT !7_=�_ SHADE STRUCTURE I - 77 SQ FT cr NEW CONCRETE SHADE STRUCTURE 2 - 180 SO FT NEW PATIO COVER TOTAL - 4759 SQ FT LOT - 11745 SQ FT IMPERVIOUS COVERAGE-40.52% W21,2025 log PROPOSED: BUILDING AREA - 2120 SQ FT 402 SO FT GARAGE FRAME BUILDING - 147 SQ FT DRIVEWAY - 586 SQ FT WALKWAY - 126 SO FT ER PORCH - 149 SO FT < WATER NEW ROCK FLOW AC PAD - 16 SQ FT WATERFALL TRANSFORMER PAD - 16 SQ FT POOL DECK - 615 SQ FT POOL COPING - 112 SQ FT POOL EQUIPMENT- 20 SQ FT EXISTING SHADE SHADE STRUCTURE STRUCTURE I - 77 SQ FT LAJ SHADE STRUCTURE 2 - 180 SQ FT 'M PROPOSED PATIO COVER - 231 SQ FT PROPOSED CONCRETE - 2 SQ FT PROPOSED ti CONCRETE BORDER - 22 SQ FT TOTAL - 4821 SQ FT -_tl i-, G ®r i -7. LOT - 11745 SO FT IMPERVIOUS I ol� SITE PLAN SCOPE OF WORK: SLPLR,11�2 PLUMSING. SCALE VC'�O" 'L AND NEW PATIO: NEW ROCK WATERFALL: Sill PLAN 1 -P NEW 32 SO FT CONCRETE - NEW ROCK WATERFALL AT THE LOCATION OF THE SPA F177 NEW 22 SQ FT CONCRETE BORDER y=. et r� ,p NOTE: NEW PATIO COVER: S-10* vV`MNr U L AO NEW 231 SQ FT PATIO COVER 1. ALL CONSTRUCTION TO COMPLY WITH IRC 2021 & NEC 2020 (3) NEW 6"X6" CEDAR POSTS JI (1) NEW FAN (4) NEW RECESSED CAN LIGHTS CEDAR TONGUE & GROOVE CEILING tK:2*_X,___M%Tx0 T_=!__L ------------------- ----- ------------------------------------------------------------------------ ------ ------ 24'-10" EXISTING FENCE NEW CONCRETE 9 BORDER EXISTING AC PAD EXISTING EXISTING FRAME GRASS BUILDING EXISTING DRIVEWAY EXISTING HOUSE EXISTING POOL 4'4"P EXISTING POOL DECK (3) NEW 6l CEDAR POSTS — EXISTING WALKWAY EXISTING NEW CONCRETE—C• PORCH TAIS EDGE OF EXISTING CONCRETE OD NEW ROCK WATERFALL 2,V P N311 I'ME Ji, SfE a; _ics' J -2" WATER FLOW -'i 'j- L-------------------------------- --------------- L___J__ ---___ -- ------------- PROPOSED FLOOR PLAN E FIE E A R-1 —z: t--AF� T ZZ, �a 0 SCALE 1 F-V-G' FAR fill I ] F--�� 7 7 7 7 7- 7, 7,------------------------------------------ I---— — — — — — EXISTING FRAME BUILDING ROOF EXISTING SHADE STRUCTURE 2 254,01, NEW PATIO COVER EXISTING SHADE STRUCTURE I - - - - - - - - - - - - - - - - - - - - - - - - - - - G PROPOSED ROOF PLAN Q SIALE O 0,11 11121,2025 CS a c-,) m 2 CD ul-A A L ji IF-5, NO; RA-10 PROPOSED ROOF PLAN A2 Z. L L 1 11 Giz'o MU`� PR401��O NEW PATIO COVER (3) NEW 6"X6" CEDAR POSTS NEW ROCK WATERFALL AT FOUNDATION 29'-11" 12 4E---_ V-7" 1 18'-811 f-oil r1r, CD CS ar C.D CD -r-R, K PROPOSED -M o'—&- ELEVATION A3 m" iq 1--� ------------------------------------- I EXISTING FRAME BUILDING EXISTING HOUSE ED REMOVE THE EXISTING LIGHT R�M l -�BE RE:Cz! IlRi AND RUN NEW LIGHTS FROM IT (1) NEW TV (1) NEW ELECTRIC OUTLET HIGH ON WALL FOR TV 7! (2) NEW SINGLE POLE SWITCHES z 1 11 0_1 (2 NEW FANS 41 (4) NEW RECESSED CAN LIGHTS (2) NEW ELECTRIC — OUTLETS IN SOFFIT L— — — — — — — — — — — — -- — I- - — — — — — — — — — <� oPROPOSED PARTIAL ELECTRICAL PLAN l 05, a. 3� z "JiYA �L �k' k K K�PJ 1IN 1 li,-Rc 11 5 �'kT AL: CHA4(.' 0; TBU POWER LEGEND CEILING FAN WITH LIGHT W.J Q) 6" RECESSED CAN LIGHT C.D a 2r SINGLE POLE SWITCH hd ZE 110V DUPLEX OUTLET NOTES: A. ELECTRICAL INSTALLATION TO BE IN ACCORDANCE WITH THE NEC 2020 B. EXTERIOR RECEPTACLES TO BE GFCI AND WEATHER PROTECTED [MCI 141 i I i 1 f T BRACE DOWN TO EXISTING STRUCT. TYP. I I I ( I CEDAR BEAM 1 , I I I 12 x x S2 3 NEW COLUMN ' l 4;' FOOTERS NEW PATIO F COVER I EXISTING r r '^ j (1) 6"X12" I ROOF ' CEDAR BEAM (1) 6"X12" I ft 4 j,Y J' CEDAR BEAM 1 1 % I ALL ROOF RAFTERS TO BE 2"XS" @16" O.C. TYP. I (2) 2"X12° f^ I I CEDAR BEAM I I I I I I L..� .... m - - _. _ - - ,.., - - - �...... i- m . �......m Ctrm- _ . _ .m .m _ - �,..m _. , _ , _ �.......� ,,.. ,, � ... - m �.. .m .... _.- - Jill f `� FOUNDATION, BEAM & ROOF FRAMING PLAN STRUCT. LEGEND T BRACE TO WALLS OR BEAMS, OR DOUBLE JOIST, C WHERE EXISTING JOIST REINFORCE TO DOUBLE JOIST. SEE DETAIL ON PAGE S2. ROOF SHINGLES 1/2" COX SHEATHING W/ 15# FELT R60F RAFTER PER PLAN METAL DRIP EDGE 1/2 TRIM IX FASCIA SEE ELEV. 3/8' PLYWOOD SOFFIT (2) SIMPSON 18" GAUGE STRAPS ON BOTH SIDES CEDAR POST PER PLAN ROT BARRIER SLEEVES NEW SLAB -4- CONCRETE 3000 PSI io 2- (4) #3 BARS TYPICAL SECTION SCALE: NTS X41 CEDAR POST PER PLAN (4) #3 BARS COLUMN FOOTER PLAN SCALE: WS 1-1/2- HOT DIPPED GALVANIZED NAILS IN EVERY HOLE ROOF RAFTER PER PLAN LSIMPSON 18" GAUGE STRAP -RIDGE BEAM PER PLAN NEW BEAM EXISTING DECORATIVE BRICK/SIDING EXISTING WALL�� BEAM PER PLAN -(2) SIMPSON 18" GAUGE STRAPS ON BOTH SIDES 1-1/2' HOT DIPPED GALVANIZED NAILS IN EVERY HOLE -POST PER PLAN JJJ 3 NAILS ON EACH SIDE H1.81Z TIE 4 NAILS ON TOP PLATE TOP PLATE BEAM SITS ON TOP OF TOP PLATE SCALE STS SIMPSON H2,5 CLIP - -ROOF RAFTER PER PLAN SIMPSON H275 CLIP BEAM PER PLAN ROOF RAFTER - PER PLAN t BEAM PER PLAN RAFTER TO RIDGE BEAM CONNECTION (DPOST TO BEAM CONNECTION RAFTER TO BEAM CONNECTION SCALE NTS SCALE NTS (D SCALE NTS r"'N 0 m 34 =Rc ;j -LAY DOWN RAFTER ATTACHED TO EXISTING RAFTERS WITH 2-1/4"X4" LAG SCREWS OR 2-16D SCREW SHANK NAILS AT EACH RAFTER. NEW RAFTER EXISTING ROOF RAFTER, ROOF n�.= DECK, FELT AND SHINGLES GROOF TO ROOF TIE IN DETAIL SCALE NI'S -ALL SLABS SHALL BE REINFORCED WITH #3 REBAR C 18" O.C. EACH WAY #3 DEFORMED REBAR Cll� 24" D.C. NEW SLAB EXISTING SLAB zz SECTIONS, DETAILS & NOTES S2 NOTES: A. ALL NAILS ARE SMOOTH -COMMON, BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED. B. STAPLES ARE 16 GAGE WIRE AND HAVE A MINIMUM 7/16-INCH ON DIAMETER CROWN WIDTH. C. NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES OR CENTER AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR GREATER. D. FOUR-FOOT-BY-8-FOOT OR 4-FOOT-BY-9-FOOT PANELS SHALL BE APPLIED VERTICALLY. E. SPACING OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE R602.3(1) F. FOR REGIONS HAVING BASIC WIND SPEED OF 110 MPH OR GREATER, 8O DEFORMED NAILS SHALL BE USED FOR ATTACHING PLYWOOD AND STRUCTURAL PANEL ROOF SHEATHING TO FRAMING WITHIN MINIMUM 48-INCHES DISTANCE FROM GABLE END WALLS. IF MEAN ROOF HEIGHT IS MORE THAN 25 FEET. UP TO 35 FEET MAXIMUM G. FOR REGIONS HAVING BASIC WIND SPEED OF 100 MPH OR LESS, NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO GABLE END WALL FRAMING SHALL BE SPACED 6INCHES ON CENTER WHEN BASIC WIND SPEED IS GREATER THAN 100 MPH, NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL BE SPACED 6 INCHES ON CENTER FOR MINIMUM 48-INCHES DISTANCE FROM RIDGES, EAVES AND GABLE END WALLS; AND 4 INCHES ON CENTER TO GABLE END WALL FRAMING. H. GYPSUM SHEATHING SHALL CONFORM TO ASTM C 79 AND SHALL BE INSTALLED IN ACCORDANCE WITH GA 253. FIBERBOARD SHEATHING SHALL CONFORM TO EITHER AHA 194.1 OR ASTM C 208 L SPACING OF FASTENERS ON FLOOR SHEATHING PANEL EDGE APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND AT ALL FLOOR PERIMETERS ONLY. SPACING OF FASTENERS ON ROOF SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND AT ALL ROOF PLANE PERIMETERS. BLOCKING OF ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO THE FRAMING MEMBERS SHALL NOT BE REQUIRED EXCEPT AT INTERSECTION OF ADJACENT ROOF PLANES. FLOOR AND ROOF PERIMETER SHALL BE SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. WIND LOADS 115 MPH ULTIMATE WIND SPEED RISK CATEGORY II ALL CONSTRUCTION TO COMPLY WITH IRC 2021 J_ COMPOSITION SHINGLES TO BE INSTALL ON SLOPES GREATER THAN OR EQUAL TO 2:12. FOR SLOPES LESS THAN 4:12 USE DOUBLE LAYER FELT PER IRC R905.2.7. 2. LAG BOLTS CONNECTING LEDGER TO WALL SHALL BE LOCATED 11/2" FROM TOP AND BOTTOM OF LEDGER. BOLTS SHALL HAVE A 1/2" PRE -DRILLED HOLES. (2) ROWS OF 1/2"X4-1/2" BOLTS TO STUDS AND/OR WALL TOP PLATES WITH 16" MAX SPACING EACH ROW TYPICAL. 3. USE S.Y.P. #2 OR HIGHER GRADE. GENERAL NOTES: 1. CLEAN HOLES WITH OIL FREE, MOISTURE FREE COMPRESSED AIR. 2. HOLES AND DOWELS SHALL BE DRY AND FREE OF DUST, DIRT, GREASE, OIL AND ANY OTHER FOREIGN CONTAMINANTS. 3. ALLOW EPDXY TO HARDEN BEFORE PLACING CONCRETE. 4. PLACE BARS A MINIMUM OF 2" FROM EXPOSED SURFACES. 5. USE #4 OR #5 DOWELS n 24" O.C. 6. HOLE DEPTH AND DIAMETER ARE AS PER THE EPDXY MANUFACTURE'S RECOMMENDATIONS (OTHERWISE 6" DEEP AND 1/4" LARGER THAN BAR DIAMETER). € W c ar W CD y,rc ae,rex<s s ¢TRUCV. ,TkAI�- iAo7&& m sE4 yaw NOTES