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ZBA24-0009 PUBLIC HEARING NOTICE ZBA24-0009 Dear Property Owner: A request for a Variance has been filed with the Board of Adjustment of the City of Southlake. Variance to Ordinance No 480, as amended, Section 11.5(c) requiring a side yard setback of no less than twenty (20) feet, on property described Lot 36, Block 1, Whispering Dell Estates, City of Southlake, Tarrant County, Texas, and located at 2105 Woodbine Cir, Southlake, Tarrant County, Texas. The purpose of this request is to seek approval of a Variance to permit a reduction to the required 20 (twenty) side yard setback. The existing home is located approximately 17 feet from the eastern property line. If you wish to register your views on the matter, you may complete and send the enclosed Notification Response Form to the Planning & Development Services Department. You are encouraged to follow the requested action through final approval because changes are often made during the review process. Please note that this letter and its attachments constitute written notice about the proposed Variance. Please contact the Planning and Development Services Department if you have any questions: Project Contact: Wayne Powell, E-mail: WPowell@ci.southlake.tx.us Dept. Phone: (817) 748-8281 CITY OF SOUTHLAKE PLANNING & DEVELOPMENT SERVICES 1400 Main St.; Suite 310 Southlake, TX 76092 Phone: (817) 748-8621 www.cityofsouthlake.com Board of Adjustment Thursday, October 24, 2024 6:30 PM Town Hall Council Chambers 1400 Main Street Southlake, Texas Notification Response Form ZBA24-0009 Variance for 1200 Whispering Ln Meeting Date: October 24, 2024 at 6:30 PM Fill out: Owner: _____________________________ Address: ____________________________ City, State, Zip Code: __________________ PLEASE PROVIDE COMPLETED FORMS VIA MAIL, FAX OR HAND DELIVERY BEFORE THE START OF THE SCHEDULED PUBLIC HEARING. Being the owner(s) of the property so noted above, are hereby in favor of opposed to undecided about (circle or underline one) the proposed Variance referenced above. Space for comments regarding your position: ___________________________________________________________ ___________________________________________________________ ___________________________________________________________ ___________________________________________________________ Signature: _______________________________________ Date: ______ Additional Signature: _______________________________ Date: ______ Printed Name(s): _____________________________________________ Must be property owner(s) whose name(s) are printed at top. Otherwise contact the Planning Department. One form per property. Phone Number (optional): ______________________________________ Direct questions and mail responses to: City of Southlake Planning & Development Services Notification Response 1400 Main St; Ste 310 Southlake, TX 76092 Phone: (817)748-8621 E-mail: Planning@ci.southlake.tx.us LAKE CARILLON LNPYR E N E E S DR WHISPERING LNCARROLL AVEWHISPERING DELL CT1200 1410 1204 1406 14031402 1209 1405 1360 1408 1505 12101202 1203 1205 1207 1201 1404 1510 1032 1001 5 1 10 8 6 4 3 11 9 7 2 1000 Vicinity Map ZBA24-0009 ® 0 230 460115 Feet 1200 Whispering Ln Legend Address Points City Parcels Right Of Way City Limit Case Parcel(s) 200 Foot Buffer 300 Foot Buffer Parcels Within Buffer SHEET INDEXTITLE SHEETDWG.DRAWINGCORR.CORRIDORCLO.CLOSETBTHRM.BATHROOMFDN.FOUNDATIONJSTS.JOISTSUNLESS OTHERWISEU.O.N.RD.ROUNDA.F.F.ABOVE FINISH FLOORHORIZ.HORIZONTALST. STL.STAINLESS STEELHEIGHTHT.BOARDBD.STEELSTL.REQUIREDREQ'D.PAINTEDPTD.FTG.FOOTINGW/WITHF.A.I.FRESH AIR INTAKEBLDG.BUILDINGMINIMUMON CENTERMANUFACTURERMAXIMUMNOMINALINFORMATIONINFO.O.C.M.L.MANUF.MIN.MAX.NOM.ALLOWABLEALUMINUMBEAMCEILINGCONTINUOUSBARRIERADDITIONALALLOW.ALUM.BARR.BM.CLG.CONT.ADD'L.MICROLAMROOMTHICKOPENINGPLYWOODPROPOSEDVENT TO ROOFVERTICALLYTYPICALTHK.PROP.PLYWD.R.O.RM.OP'G.V.T.R.VERT.TYP.EACHEXISTINGELEVATIONDIMENSIONCONCRETEEXTERIORFLOORINCH(ES)FOOT/FEETEA.DIM.CONC.EXIST.ELEV.EXT.FLR.IN.FT.GYP. BD.GYPSUM BOARDROUGH OPENINGABBREVIATIONSNOTEDDISH WASHERD.W.LVLLAMINATED VENEERLUMBERMWMICROWAVEP.T.PRESSURE TREATEDPROIETTI RESIDENCE1200 WHISPERING LANESOUTHLAKE, TEXAS 76092DWG. NUMBERDETAIL NUMBERDWG. NUMBERDETAIL NUMBERDETAIL NUMBERDWG. NUMBERBUILDING SECTION/ELEVATIONSHADED AREA INDICATES ELEVATION USEDINTERIOR ELEVATION.DWG. NUMBERDETAIL NUMBERXXXAXSEE SCHEDULEWINDOW/DOOR MARKXAXSECTION/PLAN ENLARGEMENTSECTION DETAILSYMBOLS LISTLEGENDEXISTING WALLSEXISTING WALLS TO BE DEMOLISHEDPROPOSED WALLS (CONCRETE)PROPOSED WALLS (WOOD FRAME)PROPOSED BRICK OR STONE MASONRYPROPOSED CONCRETE MASONRY UNITA2.0 -XAXXAXXSITE PLANSCALE: 1" = 30'-0"1A1.08AWINDOW MARKDOOR MARKSITE PLANA1.0 -A1.0EXISTING FLOOR PLANBUILDING CODESMAIN HOUSE DEMOLITION PLANFIRST FLOOR PLANFIRST FLOOR GARAGE PLANWINDOW SCHEDULE2021 IBC - INTERNATIONAL BUILDING CODE2021 IECC - INTERNATIONAL ENERGY CONSERVATION CODE2021 IRC - INTERNATIONAL RESIDENTIAL CODE2021 IMC - INTERNATIONAL MECHANICAL CODE2023 NEC - NATIONAL ELECTRICAL CODE2021 IPC - INTERNATIONAL PLUMBING CODE2021 IEBC - INTERNATIONAL EXISTING BUILDING CODE2021 IFC - INTERNATIONAL FIRE CODESOUTHLAKESITE NOTES:1. PITCH GRADE AWAY FROM THE BUILDING (R401.3).2. STORM WATER TO BE DISPOSED OF IN ACCORDANCE WITH LOCAL CODEREQUIREMENTS.3. ALL TREES WITHIN 15'-0" OF PROPOSED CONSTRUCTION TO BE PROTECTED.4. ALL LANDSCAPING DAMAGED BY THE CONSTRUCTION OPERATION TO BEREPLACED AS REQUIRED.5. ALL DAMAGED CURBING, SIDEWALKS, ETC... TO BE REPLACED.AREA CALCULATIONS:EXISTING GARAGE FIRST FLOOR PLANEXISTING GARAGE SECOND FLOOR PLANGARAGE SECOND FLOOR DEMOLITION PLANA4.0 -GARAGE FIRST FLOOR DEMOLITION PLANEXISTINGPROPOSED1ST. FLOOR AREA (AC)2,666 SQ. FT.3,170 SQ. FT.2ND. FLOOR AREA (AC)0 SQ. FT.2,324 SQ. FT.TOTAL CONDITIONED SPACE2,666 SQ. FT.5,494 SQ. FT.GARAGE 1ST. FLOOR AREA963 SQ. FT.963 SQ. FT.GARAGE 2ND. FLOOR AREA426 SQ. FT.441 SQ. FT.PORCH AREA267 SQ. FT.280 SQ. FT.SHED/GREEN HOUSE AREA218 SQ. FT.218 SQ. FT.COVERED PATIO/BREEZEWAY337 SQ. FT.836 SQ. FT.STORAGE SPACE AREA 0 SQ. FT. 37 SQ. FT.TOTAL UNCONDITIONED SPACE2,211 SQ. FT.2,775 SQ. FT.SITE AREA69,696 SQ. FT. 69'696 SQ. FT.BUILDING FOOTPRINT AREA4,451 SQ. FT.5,504 SQ. FT.PERCENT OF LOT OCCUPIED6.38%7.89%A3.0 -AREA CALCULATIONSGENERAL NOTESGENERAL NOTES1. IT IS THE INTENTION OF THESE DOCUMENTS TO PROVIDE FOR THE CONSTRUCTION OF A RESIDENCEOR RESIDENTIAL ADDITION INCLUDING EVERY ITEM REQUIRED TO COMPLETE THE WORK. ALLDISCREPANCIES TO BE REPORTED TO THE VIGNETTE DESIGN, LLC..2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST RULES AND REGULATIONS OF THEINTERNATIONAL RESIDENTIAL BUILDING CODE AND ALL OTHER AGENCIES HAVING JURISDICTION OVERTHE WORK. IT SHALL NOT BE CONSTRUED TO MEAN THAT ANY MORE STRINGENT REQUIREMENTS ASSET FORTH BY THESE DOCUMENTS MAY BE MODIFIED.3. ALL MATERIALS AND CONSTRUCTION SHALL BE NEW IN STRICT COMPLIANCE WITH THE LATESTSTANDARDS OF THE VARIOUS TRADE ORGANIZATIONS ( ACI, AISC, ETC...).4. ALL MATERIALS TO BE INSTALLED AS PER MANUFACTURERS SPECIFICATIONS.5. ALL WORK SHALL BE COORDINATED WITH ALL TRADES TO AVOID CONFLICTS.6. ALL CONTRACTORS TO MAINTAIN WORKMAN'S COMPENSATION AND DISABILITY INSURANCE INAMOUNTS REQUIRED BY LAW.7. ALL CONTRACTORS SHALL BE HELD TO HAVE VISITED THE JOB SITE TO BECOME FAMILIAR WITH THEDIFFICULTIES OF A PROJECT.8. ALL CONTRACTORS SHALL OBTAIN AND PAY FOR ALL PERMITS, SOIL TEST REPORTS, ETC.REQUIRED TO COMPLETE THE WORK.9. ALL CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL CONDITIONS EFFECTING THEWORK, INCLUDING DIMENSIONS TO INSURE PROPER STRENGTH, FIT AND LOCATION OF THE WORK IF ACONDITION EXISTS WHICH DISAGREES WITH THOSE SHOWN ON THE DOCUMENTS. THE CONTRACTORSHALL NOTIFY THE VIGNETTE DESIGN, LLC.. SHOULD THE CONTRACTOR FAIL TO FOLLOW THISPROCEDURE HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THERE FROM.10. ALL CONTRACTORS SHALL VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES.11. CONTRACTORS SHALL PROVIDE ALL NECESSARY SUPPORT, BRACING, SHORING, ETC. TEMPORARYOR PERMANENT, AS REQUIRED TO SAFELY CONSTRUCT THE PROJECT.12. ALL CONTRACTORS SHALL EXERCISE GOOD JUDGMENT TO MINIMIZE DAMAGE TO EXISTINGCONDITIONS ( INCLUDING LAWNS AND SHRUBS). ALL DAMAGED AREAS TO BE RESTORED TO ORIGINALCONDITIONS.13. THE CONTRACTOR SHALL MAKE ARRANGEMENTS WITH THE OWNER TO DESIGN, PROVIDE ANDINSTALL ALL MECHANICAL, ELECTRICAL AND PLUMBING WORK. ALL SITE WORK, ALL MATERIALS ANDALL FINISHES WHICH ARE NOT OTHERWISE INDICATED ON THE DOCUMENT AND/OR REQUIRED BYAPPLICABLE CODES OR OWNER REQUIREMENTS.14. ALL WORK SHALL BE FULLY GUARANTEED FOR ONE YEAR AFTER THE INSUANCE DATE OF ACERTIFICATE OF OCCUPANCY.15. OWNER TO SELECT FINISH MATERIALS; KITCHEN AND BATHROOM FIXTURES. TYPE AND LOCATION OFLIGHTING FIXTURES SWITCHED AND TELEPHONES JACKS.16. THE OWNER IS RESPONSIBLE OF OBTAINING THE FINAL SURVEY AND ALL COSTS FOR BUILDINGDEPARTMENT REQUIREMENTS.17. VIGNETTE DESIGN, L.L.C. ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION MEANS, METHODS,TECHNIQUE, SEQUENCES, PROCEDURES OR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTIONWITH THE WORK.18. VIGNETTE DESIGN, L.L.C. HAS NOT BEEN RETAINED FOR ANY FIELD SUPERVISION OR INSPECTIONS.19. DO NOT SCALE THESE DRAWINGS. UTILIZE DIMENSIONS ONLY. USE FIELD DIMENSIONS INCOORDINATION WITH PLANNED DIMENSIONS.SITE NOTESFRONT ELEVATIONREAR ELEVATIONLEFT SID ELEVATIONRIGHT SIDE ELEVATIONA5.0 -SECOND FLOOR PLANSECOND FLOOR GARAGE PLANDOOR SCHEDULEA6.0 -ROOF PLANRIDGE VENT DETAILA7.0 -A8.0 -A9.0 -SECTIONAIR SEAL DETAILSTAIR DETAILSE1.0 -FIRST FLOOR ELECTRICAL PLANGARAGE FIRST FLOOR ELECTRICAL PLANSECOND FLOOR ELECTRICAL PLANGARAGE SECOND FLOOR ELECTRICAL PLANE2.0 -P1.0 -FIRST FLOOR PLUMBING PLANSECOND FLOOR PLUMBING PLANP2.0 -M1.0 -FIRST FLOOR MECHANICAL PLANSECOND FLOOR MECHANICAL PLANM2.0 -ISLAND VENT DETAILPLUMBING RISER DIAGRAMGRADEGRADEGRADEN 00°17'05" E 472.57' SOUTH 528.36'WEST 141.21'N 68 °07 '00 "E 149 .66 '7.5 ' UT IL ITY EASEMENT 7.5' UTILITY EASEMENT 25' BUILD LINE 25' BUILD LINE40' REAR YARD SETBACK 20' SIDE YARD SETBACK1200 WHISPERING LANECARROLL AVENUE PUMP STATION SITE &UTILITY EASEMENTVOL. 10117, PAGE 1454DRAINAGE & UTILITYEASEMENTVOL. 12297, PAGE 869100 YEAR FLOOD PLANELIMITS PER PLATLOT 36BLOCK 11.6 ACERS8.2'12.2'SHED10.0'11.8'GREENHOUSEGATEFENCE, TYP .ZONE "X" 500 YEARPOOLWOODDECKTWO STY.GARAGEDRIVEWAYW.M.G.M.GRADE GRADE GRADE GRADE GRADE GRADE GRADEGRADEGRADEGRADE GRADE GRADE GRADE GRADE GRADEGRADE GRADEPROPERTY DESCRIPTION:BEING LOT 36, BLOCK 1, WHISPERING DELL ESTATES, AN ADDITION TO THECITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS, ACCORDING TO THE MAP ORPLAT THEREOF RECORDED IN VOLUME 388-143, PAGE 40, PLAT RECORDS,TARRANT COUNTY, TEXAS.NORTHPORCH ADDITIONEXISTING PORCHREMOVEDFIRST FLOOR ADDITIONSECOND FLOORADDITIONFIRST FLOOR ADDITIONCOVERED PATIOADDITIONEXISTING COVEREDPATIO REMOVEDCHIMNEY REMOVEDGARAGE SECONDFLOOR ADDITIONFIRST FLOOR ADDITIONFIRST FLOOR PORCHADDITIONCHIMNEY REMOVEDBREEZEWAYREMOVEDCONC.LEGENDEXISTING1ST. FL. ADDIT.1ST. FL. PORCHAND PATIO ADDIT.2ND. FL. ADDIT.DEMOLISHNOTE:ENTIRE FIRST FLOORHAS BEEN ALTERED22.08'24.58'2.0' 6.5'9.9'24.58'7.0'47.58'10.0'67.5'32.1'4.0'6.0'10.0'3.0'30.0'TWO STORY BRICK &STUCCO RESIDENCE40' FRONT YARD SETBACK60.1' 62.6'17.8'18.2'23.1'23.3'65.6'62.6'GRADE 10.8'54.7' O.A. 1.0' 2.5'57.5'A1.0WARNING: IT IS A VIOLATION OF THE LAW FOR ANY PERSON UNLESS ACTING UNDER THE DIRECTION OF VIGNETTE DESIGN L.L.C. TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY Proietti Residence 1200 Whispering Lane Southlake, Texas 7609207-17-202424066VIGREV DATE DESCRIPTIONDate:Project Number:Project:Drawing No:Drawn By: vmb3VIGNETTE DESIGN, L.L.C.Haslet, Texas 76052Cell: 940.594.3384vignettedesignllc@gmail.comVIGNETTEDESIGNCOPYRIGHT 202408-21-2024 Permit Set08-22-2024 Permit Set09-03-2024 Permit Set09-04-2024 Permit Set09-11-2024 Permit SetIssue: A2.0EXISTING FLOOR PLAN1A2.0SCALE: 1/4" = 1'-0"DINETTEKITCHENEXISTING GARAGE FIRST FLOOR2A2.0SCALE: 1/4" = 1'-0"EXISTING GARAGE SECOND FLOOR3A2.0SCALE: 1/4" = 1'-0"LIVING RM.PAN.M. BEDROOMM. BATHW.I.C.BATHCL.LIN.CL.CL.BEDROOMBEDROOMPORCHFOYERDININGCL.PWDR.LAUNDRYFAMILY ROOMCOVERED PATIOBREEZEWAYUPGARAGESTROAGEPOOLBATHGAME ROOMDN.C.O.C.O.A2.0WARNING: IT IS A VIOLATION OF THE LAW FOR ANY PERSON UNLESS ACTING UNDER THE DIRECTION OF VIGNETTE DESIGN L.L.C. TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY Proietti Residence 1200 Whispering Lane Southlake, Texas 7609207-17-202424066VIGREV DATE DESCRIPTIONDate:Project Number:Project:Drawing No:Drawn By: vmb3VIGNETTE DESIGN, L.L.C.Haslet, Texas 76052Cell: 940.594.3384vignettedesignllc@gmail.comVIGNETTEDESIGNCOPYRIGHT 202408-21-2024 Permit Set08-22-2024 Permit Set09-03-2024 Permit Set09-04-2024 Permit Set09-11-2024 Permit SetIssue: A3.0DEMOLITION PLAN1A3.0SCALE: 1/4" = 1'-0"SECOND FLOOR DEMOLITION PLAN3A3.0SCALE: 1/4" = 1'-0"MAIN HOUSEGARAGE·DE-ENERGIZE ALL ELECTRICAL PRIOR TODEMOLITION.·CAP OFF AND OR REMOVE ALL UN USED PLUMBINGLINES.·REMOVE ALL UN USED MECHANICAL EQUIPMENTAND DUCTWORK.·REMOVE EXISTING ROOF IN IT'S ENTIRETY.·REMOVE ALL CEILING JOISTS.·REMOVE ALL FLOOR & WALL FINISHES.·REMOVE ALL INSULATION.·COORDINATE DEMOLISHING WITH PROPOSEDFLOOR PLAN.SHEET NOTES:DEMOLISH WINDOWSDEMOLISH DOOR & FRAME,TYPICALDEMOLISH CABINETS ANDPARTITIONSDEMOLISH KITCHEN IN IT'SENTIRETYDEMOLISH WINDOWDEMOLISH PWDR., LAUNDRYRM. AND CLOSETS IN IT'SENTIRETYREMOVE EXISTING WATERHEATERDEMOLISH EXTERIORWALL & WINDOW.PREP FOR NEWDOOR & WINDOWDEMOLISH EXTERIORWALL. PREP FORNEW WINDOWDEMOLISH FIREPLACEREMOVE ATTIC STAIRDEMOLISH PARTITION,TYPICALDEMOLISH FIREPLACEDEMOLISH BREEZEWAY INIT'S ENTIRETYDEMOLISH EXTERIORWALL & WINDOW.PREP FOR NEWDOORDEMOLISH BEDROOM IN IT'SENTIRETYREMOVE EXISTING ELECTRICPANELDEMOLISH BATHROOMIN IT'S ENTIRETYDEMOLISH CLOSETIN IT'S ENTIRETYDEMOLISH CLOSETSIN IT'S ENTIRETYDEMOLISH BATHROOMIN IT'S ENTIRETYDEMOLISH CLOSETIN IT'S ENTIRETYDEMOLISH SKYLIGHTDEMOLISH COVERED PATIOIN IT'S ENTIRETYDEMOLISH PORCH IN IT'SENTIRETYDEMOLISH EXTERIOR WALL,DOORS & WINDOWSDEMOLISH EXTERIOR WALL,DOORS & SIDELITESDEMOLISH BRICK VENEERDEMOLISH EXTERIORWALL & WINDOWS.PREP FOR NEWWINDOWDEMOLISH EXTERIORWALL & WINDOWS.PREP FOR NEWWINDOWDEMOLISH EXTERIORWALL & WINDOWS.PREP FOR NEWWINDOWDEMOLISH WINDOWDEMOLISH WINDOWDEMOLISH WINDOWDEMOLISH EXTERIORWALL & WINDOWS.PREP FOR NEWWINDOWNOTE:DEMOLISH DORMERROOFS & CEILINGSFIRST FLOOR DEMOLITION PLAN2A3.0SCALE: 1/4" = 1'-0"GARAGEDN.RELOCATE ORREPLACE EXISTINGA/C COMPRESSOR.VERIFY WITHOWNERDEMOLISH EXISTINGGARAGE DOORS &TRACKS, TYP. OF 3DEMOLISH EXTERIORWALL & PREP FORNEW GARAGE DOORS.SEE GARAGE FIRSTFLOOR PLANUPAPPROX. LOCATIONOF GAS LINE.PROCEED WITHCAUTION.EXISTING CLEAN OUTS.RELOCATEA3.0WARNING: IT IS A VIOLATION OF THE LAW FOR ANY PERSON UNLESS ACTING UNDER THE DIRECTION OF VIGNETTE DESIGN L.L.C. TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY Proietti Residence 1200 Whispering Lane Southlake, Texas 7609207-17-202424066VIGREV DATE DESCRIPTIONDate:Project Number:Project:Drawing No:Drawn By: vmb3VIGNETTE DESIGN, L.L.C.Haslet, Texas 76052Cell: 940.594.3384vignettedesignllc@gmail.comVIGNETTEDESIGNCOPYRIGHT 202408-21-2024 Permit Set08-22-2024 Permit Set09-03-2024 Permit Set09-04-2024 Permit Set09-11-2024 Permit SetIssue: A4.0K-2890-8UTAHOELAVATORYCAST IRON K-2890-8UTAHOELAVATORYCAST IRON K-2890-8UTAHOELAVATORYCAST IRON K-2890-8UTAHOELAVATORYCAST IRON GREAT ROOMDBLE. HT. CEILINGSYMBOLROUGH OPENINGREMARKSWINDOW SCHEDULEQTY.** CONTRACTOR TO VERIFY WINDOWS W/ OWNER & MANUFACTURER PRIOR TO PURCHASE** ALL WINDOWS ARE TO HAVE A U VALUE OF 0.32 OR BETTER1SH2TYPESH - SINGLE HUNG WINDOWPW - PICTURE WINDOWFX - FIXED WINDOWTR - TRANSOM WINDOWGL - GLIDING WINDOWEGRESS WINDOW REQUIREMENTS:MINIMUM OPENING - 5.7 SQ. FT.MINIMUM OPENING HEIGHT - 24"MINIMUM OPENING WIDTH - 20"MAXIMUM SILL HEIGHT - 44"GLIDING WINDOW MINIMUM WIDTH - 40"** ALL WINDOW SIZES TO HAVE A SHGC VALUE OF 0.25 OR BETTER12** ALL WINDOW SIZES DENOTE NOMINAL DIMENSIONS MEETS EGRESS REQUIREMENTS3'-0" x 5'-0"SH(3) 3'-0" x 6'-0"AA9.0FIRST FLOOR PLAN1A4.0SCALE: 1/4" = 1'-0"72'-1"54'-8 1/2"12'-8"BEDROOM 110' CEILING HT.KITCHEN10' CEILING HT.OVEN/M.W.D.W.SINK COOKTOP 12" KNEE SPACE 10' CEILING HT. OPEN ABOVE 10' CEILING HT. OPEN ABOVE 10' CEILING HT.OPEN ABOVEREF.REF.LAUNDRY10' CEILING HT.BENCHD.W.SINKSTORAGE10' CEILING HT.DOGWASHKITCHEN10' CEILING HT.OUTDOORCOVERED PATIO10' CEILING HT.BUTLERY10' CEILING HT.PANTRY10' CEILING HT.DINING RM.10' CEILING HT.GUEST RM.10' CEILING HT.GUEST B.10' CEILING HT.W.I.C.FOYERDBLE. HT. CEILINGOFFICE10' CEILING HT.HOMEW.I.C.10' CEILING HT.DRESSERBENCHSHOWERSOAKINGTUBLINEN/COFFEEBARBATH 110' CEILING HT.CUBBIESPORCH10' CEILING HT.SECOND FLOOR ABOVEPWDR.10' CEIL'G HT.CL.CL.FIRST FLOOR GARAGE PLAN2A4.0SCALE: 1/4" = 1'-0"25'-3 1/2"10'-0" 19'-5"60'-6 1/2"22'-1"24'-7"4'-1"11'-5 1/2"6'-7"2'-0"16'-3"5"10'-4 1/2"24'-7"4'-11 1/2"5'-5"3'-2"12'-11"8'-6"7'-2"15'-9"9'-2"MEETS EGRESS REQUIREMENTSMULL WINDOWS(3) 3'-0" x 2'-0"TRSH(2) 2'-6" x 6'-0"TR(2) 2'-6" x 2'-0"MULLED WINDOWSMULLED WINDOWS13213145145671SH(3) 2'-6" x 6'-0"(3) 2'-6" x 2'-0"TR2MULLED WINDOWSMULLED WINDOWS6783SH(2) 3'-0" x 6'-0"10MEETS EGRESS REQUIREMENTSMULL WINDOWS1010102(2) 2'-6" x 4'-6"SHMULLED WINDOWS889932'-6" x 4'-6"SH95SH(2) 3'-0" x 5'-0"11MEETS EGRESS REQUIREMENTSMULL WINDOWS1SH(3) 3'-0" x 5'-0"12MEETS EGRESS REQUIREMENTSMULL WINDOWS1SH(3) 2'-6" x 5'-0"131FX4'-0" x 2'-0"14202PW5'-0" x 4'-0"154PW2'-8" x 5'-0"161SL4'-0" x 3'-0"179171SH(3) 3'-0" x 4'-0"18MULLED WINDOWS-------1TR7'-4" x 2'-0"19-A19QBCCDNEEEEFGCEEHHHJHKLPRAILING PER CODE6'-10"18'-4 1/2"3'-2"3'-10 1/2"2'-11 1/2"4'-6 1/2"10'-0"4'-11" 6'-4"6'-4" 70'-7" 7'-0"47'-7"16'-0" 5"15'-7"5'-6 1/2"42'-1"6'-7"5"±67'-6"±1'-9"7'-3"11'-7 1/2"22'-0"1'-9"1'-9"21'-0"5"22'-1"8'-0"8'-6 1/2"8'-10 1/2"5'-0"4'-9 1/2"3'-5"8'-3 1/2"6'-6"6'-4 1/2"9'-0"14'-11"6'-1 1/2"5'-3 1/2"7'-0"3'-10"14'-6 1/2"17'-7 1/2"2'-6 1/2"20'-11 1/2"8'-8"5'-10"17'-8"3'-5 1/2"17'-6"UPGARAGESTROAGEPOOLBATHGATE6'-0"3'-5 1/2"2'-7"8'-8"5'-9 1/2"4'-9 1/2"2'-4 1/2"6'-3"3'-8"3'-8"5'-6 1/2"11'-11 1/2"14'-7"13'-9"7'-11 1/2"5'-3"14'-3"11"4'-7 1/2"11" 6'-0"8'-8 1/2"5'-11 1/2" 20'-8 1/2"15'-9 1/2"3'-11 1/2"3'-7"9'-2 1/2" 3080 C.O. 2050 NICHE 3'-7"10'-7"3'-4"1'-0" 6'-7 1/2"7'-6"6'-7 1/2"4'-3 1/2"12'-3 1/2"11'-11"UP18'-4"6'-8"6'-6 1/2"2'-8"11'-7" 5'-8"2'-11"3'-6"2'-11"6'-1 1/2"32'-1"30'-0" 2'-6"AA9.0C.O.C.O.11"19'-5"4'-0"11"4'-0"UNCONDITIONEDSPACECLCL8" SQ. CEDARCOLUMN, TYP.8" SQ. CEDARCOLUMN, TYP.12"5'-10" 5'-0" 8'-3 1/2"3'-0" 4'-8 1/2" 1'-0"3'-8 1/2" 2'-6"2'-6 1/2"2'-11 1/2"10'-10"2'-0"7'-11"6'-11"6'-7"6'-0"6'-9 1/2"1'-6" 6'-7 1/2" 12'-7 1/2"3'-2"1'-0"5'-3 1/2"2'-4 1/2"3'-0 1/2"1'-0" 2'-0"INFILL SHOWERPAN RECESSEDTO ALIGNW/MAIN FLOORFLUSH42'-7 1/2"3'-5 1/2"21'-5"11"D.W.1'-0"V.I.F. WINDOW SIZE PRIOR TO ORDER'G1SH2'-6" x 6'-0"20-1SH2'-6" x 5'-0"21-2'-0"1'-2"2'-0"11 1/2"A4.0WARNING: IT IS A VIOLATION OF THE LAW FOR ANY PERSON UNLESS ACTING UNDER THE DIRECTION OF VIGNETTE DESIGN L.L.C. TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY Proietti Residence 1200 Whispering Lane Southlake, Texas 7609207-17-202424066VIGREV DATE DESCRIPTIONDate:Project Number:Project:Drawing No:Drawn By: vmb3VIGNETTE DESIGN, L.L.C.Haslet, Texas 76052Cell: 940.594.3384vignettedesignllc@gmail.comVIGNETTEDESIGNCOPYRIGHT 202408-21-2024 Permit Set08-22-2024 Permit Set09-03-2024 Permit Set09-04-2024 Permit Set09-11-2024 Permit SetIssue: A5.0K-2890-8UTAHOELAVATORYCAST IRON K-2890-8UTAHOELAVATORYCAST IRON K-2890-8UTAHOELAVATORYCAST IRON SYMBOLREMARKSDOOR SCHEDULE** CONTRACTOR TO VERIFY DOORS W/ OWNER & MANUFACTURER PRIOR TO PURCHASE** ALL DOOR SIZES DENOTE NOMINAL DIMENSIONSAROUGH OPENINGQTY.5'-0" x 6'-8" W/12" SIDE LITESDSW1TYPESW - SWING DOORDSW - DOUBLE SWING DOORPD - POCKET DOORBF - BI-FOLD DOOR16'-0" x 7'-0"OHD1BSL - SLIDING / BI-PASS GLASS DOORFRSC - FIRE RATED SELF CLOSING SWING DOOROHD - OVERHEAD GARAGE DOORBD - BARN DOOR2'-8" x 8'-0"SW3CEXTERIOR / HALF LITESECOND FLOOR PLAN1A5.0SCALE: 1/4" = 1'-0"DN.BEDROOM 39' CEILING HT.BEDROOM 49' CEILING HT.BEDROOM 511' CEILING HT.OPEN TO BELOWOPEN TO BELOWMEDIA ROOM9' CEILING HT.BONUS RM.9' CEILING HT.GAME RM.11' CEILING HT.BATH 39' CEILING HT.W.I.C.BATH 49' CEILING HT.BATH 59' CEILING HT.W.I.C.LIN.CL.CL.2'-0" EQ.SECOND FLOOR GARAGE PLAN2A5.0SCALE: 1/4" = 1'-0"111111112137211415151616161618EXTERIOREXTERIOR2'-8" x 8'-0"SW1EXTERIOR / OUT SWINGDE2'-8" x 8'-0"SW12EEEEEF3'-0" x 8'-0"SW1EXTERIOR / FULL LITEG12'-0" x 8'-0"SL1EXTERIOR / FULL LITEH2'-0" x 8'-0"SW10HHHHJ2'-6" x 8'-0"SW1K3'-0" x 8'-0"DSW1HL4'-0" x 8'-0"DSW2LEM5'-0" x 8'-0"DSW1MN3'- 0" x 8'-0"SD1-1111P2-8" x 8'-0"PD1±12'-6"EQUALEQUALDN.RAILING PER CODE, TYPICAL57'-6"11'-9"8'-8"3'-1"3'-2"3'-1"10'-0"12'-3"5'-6 1/2"8'-8 1/2"5'-6 1/2"17'-11"2'-6 1/2"20'-11 1/2"11"11"EQ. 48'-7" 5'-11"42'-8" 5 1/2"19'-11 1/2"13'-3"14'-0"11" 8'-6" 56'-1" 1'-6 1/2"54'-1" 11'-10 1/2"4'-5" 2'-0" 4'-6"8'-3 1/2"5 1/2"8'-3 1/2"3'-8"1'-4" 11"6'-0"13'-10 1/2"10"5'-5"2'-8"6'-9"4'-10"17'-11"6'-8 1/2"16'-9 1/2"13'-0 1/2"4'-3 1/2"4'-3 1/2"9'-11"8'-5 1/2"15'-7 1/2"6'-0 1/2"9'-2 1/2"11'-9"2'-5"4'-7" 6'-5"3'-2"4'-1 1/2"7'-0"SLOPESLOPESLOPESLOPESLOPE57'-6"8'-5 1/2"14'-1"17'-11 1/2"17'-0"4'-1"4'-4 1/2"7'-0 1/2"7'-0 1/2"10'-4 1/2"3'-2"4'-5"8'-6"8'-6"5 1/2"6'-5 1/2"ATTIC STAIR AA9.0AA9.01'-5 1/2"2'-11"5'-0"2'-11"19'-0 1/2"18'-9 1/2"5'-3 1/2"1'-3 1/2"4'-6"11"5'-4"2'-11 1/2"5'-1"8'-2 1/2"5'-3 1/2"1'-0"4'-6 1/2"9'-4 1/2"2'-6"2'-9 1/2"1'-7 1/2"H5 1/2"-------1'-0"REC. ROOMQ10'-0" x 7'-0"OHD1EXTERIOREQUALEQUALA5.0WARNING: IT IS A VIOLATION OF THE LAW FOR ANY PERSON UNLESS ACTING UNDER THE DIRECTION OF VIGNETTE DESIGN L.L.C. TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY Proietti Residence 1200 Whispering Lane Southlake, Texas 7609207-17-202424066VIGREV DATE DESCRIPTIONDate:Project Number:Project:Drawing No:Drawn By: vmb3VIGNETTE DESIGN, L.L.C.Haslet, Texas 76052Cell: 940.594.3384vignettedesignllc@gmail.comVIGNETTEDESIGNCOPYRIGHT 202408-21-2024 Permit Set08-22-2024 Permit Set09-03-2024 Permit Set09-04-2024 Permit Set09-11-2024 Permit SetIssue: A6.0ROOF PLAN1A6.0SCALE: 1/4" = 1'-0"12±6121281281212±12.2512812 4 12 4 12 3 12 1.5 12 1.5 12 8 12 4 12 4 EXISTING ROOFEXISTING ROOFEXISTING ROOFEXISTING ROOFEXTERIOR WALLBELOW, TYPICAL1'-4" O.H. TYP. 1'-0" RAKE TYP.1'-0"O.H.TYP.124CRICKETCHIMNEYCRICKETCHIMNEYSIMULATED SLATEROOF SHINGLESMETAL ROOFMETAL ROOFAWNING11'-0"24"METAL ROOFMETAL ROOFRIDGE VENT, TYPICAL*1"NEW ROOF SHINGLE TOMATCH EXISTINGRIDGE VENT INSTALL PERMANUFACTURERSSPECIFICATIONSNEW ROOF SHINGLES TOMATCH EXISTINGSYNTHETIC ROOFUNDERLAYMENTROOF SHEATHINGROOF RAFTERRIDGE BOARD* WITH A RIDGE, CUT A 3-1/2" SLOT. 1-3/4" EACH SIDE. DO NOTCUT CLOSER THAN 6" FROM EACH END OF RIDGE.1'-1 1/2"*1"RIDGE VENT DETAILSCALE: N.T.S.2A6.0RE-ROOF GARAGE WITHSIMULATED SLATE ROOFSHINGLESVERIFY & MAINTAINCLEARANCE BETWEENPATIO ROOF STRUCTUREAND GARAGE. ADJUST ASNEEDEDEXISTING DORMERROOF TO BE REMOVEDMETAL ROOF±6AA9.0AA9.012 2.5 CRICKET2-LAYERS 90#ROLLED ROOFING±12.251212±12.25±12.256"6"8'-8"8'-8" 12 12 12 12 12 12 12 12 A6.0WARNING: IT IS A VIOLATION OF THE LAW FOR ANY PERSON UNLESS ACTING UNDER THE DIRECTION OF VIGNETTE DESIGN L.L.C. TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY Proietti Residence 1200 Whispering Lane Southlake, Texas 7609207-17-202424066VIGREV DATE DESCRIPTIONDate:Project Number:Project:Drawing No:Drawn By: vmb3VIGNETTE DESIGN, L.L.C.Haslet, Texas 76052Cell: 940.594.3384vignettedesignllc@gmail.comVIGNETTEDESIGNCOPYRIGHT 202408-21-2024 Permit Set08-22-2024 Permit Set09-03-2024 Permit Set09-04-2024 Permit Set09-11-2024 Permit SetIssue: A7.0124124121.513'-0"SIMULATED SLATE ROOFSHINGLESRIDGE VENTMETAL ROOFMETAL ROOFPAINTED BRICK. COLOR TOBE SELECTED4" CAST CONCRETE BANDCUT STONE TO BESELECTEDSTUCCOSTUCCOSTUCCOEXPOSED WOOD RIDGEMETAL ROOF1281281281212128PAINTED BRICK. COLOR TOBE SELECTED4" CAST CONCRETE BAND121.5CAST CONCRETE SILLCAST CONCRETE LINTEL3"4STUCCOSTUCCOCAST CONCRETE LINTELCAST CONCRETE SILL12±6CAST CONCRETE CORBEL12±6FRONT ELEVATION1A7.0SCALE: 1/4" = 1'-0"LEFT SIDE ELEVATION2A7.0SCALE: 1/4" = 1'-0"(NOTES SHALL BE CONSIDERED TYPICAL FOR ITEMS IDENTIFIED AND SHALL APPLYAT ALL SAME AND SIMILAR CONDITIONS. ALL LOCATIONS MAY NOT BE NOTED)(NOTES SHALL BE CONSIDERED TYPICAL FOR ITEMS IDENTIFIED AND SHALL APPLYAT ALL SAME AND SIMILAR CONDITIONS. ALL LOCATIONS MAY NOT BE NOTED)1ST. FLOORTOP PLATE2ND. FLOORTOP PLATERIDGE HT.10'-0"±1'-4 3/4"9'-1 1/8"8'-6 5/8"1ST. FLOORTOP PLATE2ND. FLOORTOP PLATERIDGE HT.29'-0 3/8" 10'-0"±1'-4 3/4"9'-1 1/8"8'-6 5/8"STUCCO13'-0"122ND. FLOORTOP PLATE8'-1 1/8"TOP PLATE12'-0" 6'-8"12±12.2512CRICKET9'-9"1'-0"3'-4"5'-0"EQ.EQ.OPEN6'-8" 7'-0"12121212121212129'-9"11 1/2"STUCCOEXTERIOR LANTERN,T.B.S. TYPICAL8'-0"EQ.EQ.12121212EXPOSED WOOD RIDGE±12.25±12.25±12.2529'-0 3/8"A7.0WARNING: IT IS A VIOLATION OF THE LAW FOR ANY PERSON UNLESS ACTING UNDER THE DIRECTION OF VIGNETTE DESIGN L.L.C. TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY Proietti Residence 1200 Whispering Lane Southlake, Texas 7609207-17-202424066VIGREV DATE DESCRIPTIONDate:Project Number:Project:Drawing No:Drawn By: vmb3VIGNETTE DESIGN, L.L.C.Haslet, Texas 76052Cell: 940.594.3384vignettedesignllc@gmail.comVIGNETTEDESIGNCOPYRIGHT 202408-21-2024 Permit Set08-22-2024 Permit Set09-03-2024 Permit Set09-04-2024 Permit Set09-11-2024 Permit SetIssue: A8.0REAR ELEVATION1A8.0SCALE: 1/4" = 1'-0"RIGHT SIDE ELEVATION2A8.0SCALE: 1/4" = 1'-0"(NOTES SHALL BE CONSIDERED TYPICAL FOR ITEMS IDENTIFIED AND SHALL APPLYAT ALL SAME AND SIMILAR CONDITIONS. ALL LOCATIONS MAY NOT BE NOTED)(NOTES SHALL BE CONSIDERED TYPICAL FOR ITEMS IDENTIFIED AND SHALL APPLYAT ALL SAME AND SIMILAR CONDITIONS. ALL LOCATIONS MAY NOT BE NOTED)PAINTED BRICK. COLOR TOBE SELECTED4" CAST CONCRETE BANDSTUCCOCHIMNEY RAISE TO 24"ABOVE ANY ROOFSTRUCTURE WITHIN A 10'-0"RADIUS10'-0"2'-0"RADIUSCHIMNEY SHROUDMIN.CHIMNEY RAISE TO 24"ABOVE ANY ROOFSTRUCTURE WITHIN A 10'-0"RADIUSCHIMNEY SHROUD36" MIN.BRICKSTUCCOSIMULATED SLATE ROOFSHINGLESRIDGE VENT1ST. FLOORTOP PLATE2ND. FLOORTOP PLATERIDGE HT.10'-0"±1'-4 3/4"9'-1 1/8"8'-6 3/4"1ST. FLOORTOP PLATE2ND. FLOORTOP PLATERIDGE HT.10'-0"±1'-4 3/4"9'-1 1/8"8'-6 5/8"CHIMNEY RAISE TO 24"ABOVE ANY ROOFSTRUCTURE WITHIN A 10'-0"RADIUSCHIMNEY SHROUDPAINTED BRICKSTUCCOSIMULATED SLATE ROOFSHINGLESRIDGE VENTMETAL ROOF6" SQ. COLUMNCAST CONC. LINTELCAST CONCRETE SILL3"3"PAINTEDBRICKPAINTED BRICKGARAGE BEYONDVERIFY & MAINTAINCLEARANCE BETWEENPATIO ROOF STRUCTUREAND GARAGE. ADJUST ASNEEDEDPAINTED BRICK. COLORTO BE SELECTEDPAINTED BRICK. COLORTO BE SELECTED124121.512312412±12.25128PAINTED BRICK. COLORTO BE SELECTEDSTUCCO1'-0"29'-0 3/8" 29'-0 3/8"A8.0WARNING: IT IS A VIOLATION OF THE LAW FOR ANY PERSON UNLESS ACTING UNDER THE DIRECTION OF VIGNETTE DESIGN L.L.C. TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY Proietti Residence 1200 Whispering Lane Southlake, Texas 7609207-17-202424066VIGREV DATE DESCRIPTIONDate:Project Number:Project:Drawing No:Drawn By: vmb3VIGNETTE DESIGN, L.L.C.Haslet, Texas 76052Cell: 940.594.3384vignettedesignllc@gmail.comVIGNETTEDESIGNCOPYRIGHT 202408-21-2024 Permit Set08-22-2024 Permit Set09-03-2024 Permit Set09-04-2024 Permit Set09-11-2024 Permit SetIssue: A9.0SECTIONSCALE: 1/4" = 1'-0"AA9.01ST. FLOORTOP PLATE2ND. FLOORTOP PLATERIDGE HT.10'-0"±1'-4 3/4"9'-1 1/8"8'-6 5/8"2A6.0RIDGE BOARDRIDGE VENTTYP. FLOOR CONSTRUCTION:FLOOR FIN. T.B.S.3/4" O.S.B. SUB-FLOORFLOOR TRUSS/JOISTS SIZE& SPACING BY OTHERTYP. WALL CONST:SEE ELEVATIONS FORSIDING MATERIALSAIR INFILTRATION BARRIEREXTERIOR SHEATHING PERSTRUCTURAL2" X 6" STUDS @ 16" O.C.R-20 BATT. INSULATIONSIMULATED SLATE ROOFSHINGLES15# BUILD'G. FELT OR SYNTHETICUNDERLAYMENTEXTERIOR SHEATHING PERSTRUCTURALRAFTER SIZE & SPACING BYOTHERTYP. ROOF CONST:VENTED SOFFIT(NOTES SHALL BE CONSIDERED TYPICAL FOR ITEMS IDENTIFIED AND SHALL APPLYAT ALL SAME AND SIMILAR CONDITIONS. ALL LOCATIONS MAY NOT BE NOTED)123CONCEALED METALFLASHING @ ROOF &WALL JUNCTION, TYP.EXISTING CEILING JOISTSTO BE REMOVEDMETAL ROOFING15# BUILD'G. FELT OR SYNTHETICUNDERLAYMENTEXTERIOR SHEATHING PERSTRUCTURALRAFTER SIZE & SPACING BYOTHERTYP. ROOF CONST:METAL ROOFFLOORING T.B.S.EXISTING CONCRETE SLAB FLOORFLOORING T.B.S.NEW CONCRETE SLAB FLOOR.DESIGN BY OTHEREXISTING ROOF TO BEREMOVED1/2" GYPSUM BOARD @WALL & CEILING AREAS1/2" GYPSUM BOARD @WALL & CEILING AREASR-49 BATT INSULATIONATTICINSTALL ACCESS ANDVENTILATIONAIR HANDLER UNITSTYPICALBONUS RM.MEDIA RM.GAME RM.M. BEDROOMM. BATHWALK-IN CL.COVERED PATIOPORCHEXTERIOR WALLTO BE REMOVEDNEW EXTERIOR WALL &ROOF BEHIND. (FRONTWALL)124124121.529'-0 3/8"1A9.0AIR SEAL DETAILSCALE: 3/4" = 1'-0"EXTERIOR INSULATED WALL(FIRST FLOOR, EXISTING)1/2" GYPSUM BOARD FINISHFLOOR JOISTS. REF.STRUCTURALCONTINUOUS BEAD OF SEALANTSEE SECTIONS FOR TYPICALWALL CONSTRUCTIONMANUFACTURED THIN PROFILEATTIC VENTILATION BAFFLE(FULL WIDTH)VENTED AIRSPACEATTIC INSULATIONCONTINUOUS BEAD OF SEALANTEXTERIOR INSULATED WALL1/2" GYPSUM BOARD FINISHDRIP EDGESEE SECTIONS FOR TYPICALROOF CONSTRUCTION2" CEMENTITUOUS TRIM OVER 8"CEMENTITUOUS FASCIA BOARDALUMINUM GUTTER W/ LEADERS.LEADERS NOT SHOWNCEMENTITUOUS VENTED SOFFITSEE SECTIONS& ELEVATIONS12CEMENTITUOUS TRIM BOARDSEE SECTIONS FOR TYPICALWALL CONSTRUCTION2x CEILING JOISTS. REF.STRUCTURALFINISHED FLOORTO BE SELECTEDSTAIR CARPET TREADS,RISERSAND LANDINGSCONC. FLOOR.1 1/2" WD TREADS AND3/4" PLYWOOD RISERS.SEE WALLMOUNTEDHANDRAILBRACKETDETAILWALL MOUNTED HANDRAIL6"1'-0"WALL MOUNTING BRACKETHANDRAILRETURN ENDWALLMOUNTINGBRACKETHANDRAILRETURN END6"SEE PLANS AND SECTIONS 1"2X12 WD STAIR STINGERSAND LANDING FRAMING AT1'-4" MAX. O.C.1 1/2" WD LANDING AND3/4" PLYWOOD RISERS.FACE OF WALL BEYOND1'-2"WD STINGER BASEPLATES, BOLT TO FLOOR.STEEL WALL MOUNTINGBRACKET3 1/2" MAX1 1/2" MIN1/4"GYB PARTITION SEEFLOOR PLANS FORTYPE.1 1/2" DIA. WD WALLMOUNTED HANDRAIL WITHRETURN TO WALL AT EACHEND.WD BLKG AT PARTITION250 LB LAT. LOAD.2'- 10 1/2"1"1"5/8" TYPE "X" GYPSUMBOARDBASE MOLDINGS7 3/4" MAX. RISER HT.10" MIN.TREAD3/4" MIN.NOSINGFINISHED FLOORTO BE SELECTEDSTAIR TREADS, RISERSAND LANDINGS FINISHESTO BE SELECTEDCONC. FLOOR.NEWEL POSTHANDRAILGRIP SIZE TO MEETR311.7.8.534 1/2"WD STINGER BASEPLATES, BOLT TO FLOOR.1"1"7 3/4"MAX.RISER HT.10" MIN.TREAD3/4" MIN.NOSING34" MIN. - 38" MAX. 34 1/2" 34 1/2" 34" MIN. - 38" MAX. 34" MIN. - 38" MAX.4"MAX.1 1/2" WD TREADS AND3/4" PLYWOOD RISERS.BALUSTRADES @ 4" O.C.MAX. BALUSTRADES TO BESELECTED3A9.0STAIR SECTION DETAIL2A9.0STAIR SECTION W/WALL MTD. RAILING4A9.0WALL MOUNTED HANDRAIL DETAILSCALE: 1-1/2" = 1'-0"SCALE: 1-1/2" = 1'-0"SCALE: 1-1/2" = 1'-0"2X12 WD STAIRSTINGERSAND LANDINGFRAMING AT1'-4" MAX. O.C.STAIRCASE & RAILING TO MEET2021 IRC SECTION 311.7 CODESTAIRCASE & RAILING TO MEET2021 IRC SECTION 311.7 CODESTAIRCASE & RAILING TO MEET2021 IRC SECTION 311.7 CODEA9.0WARNING: IT IS A VIOLATION OF THE LAW FOR ANY PERSON UNLESS ACTING UNDER THE DIRECTION OF VIGNETTE DESIGN L.L.C. TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY Proietti Residence 1200 Whispering Lane Southlake, Texas 7609207-17-202424066VIGREV DATE DESCRIPTIONDate:Project Number:Project:Drawing No:Drawn By: vmb3VIGNETTE DESIGN, L.L.C.Haslet, Texas 76052Cell: 940.594.3384vignettedesignllc@gmail.comVIGNETTEDESIGNCOPYRIGHT 202408-21-2024 Permit Set08-22-2024 Permit Set09-03-2024 Permit Set09-04-2024 Permit Set09-11-2024 Permit SetIssue: E1.0SELECTRICAL LEGENDSDWRPCHMSWITCHDIMMER SWITCHDUPLEX OUTLETTHERMOSTATFLOOR OUTLETCEILING MOUNTED OUTLET220 V. OUTLETWATER RESISTANT OUTLETRECESSED LIGHTADJUSTIBLE RECESSED LIGHTWALL MOUNTED EXTERIOR LIGHTWALL MOUNTED LIGHTCEILING MOUNTED LIGHTWATER RESISTANT LIGHTPENDENT LIGHTEXTERIOR FLOOD LIGHTWALL SCONCECEILING FANCEILING FAN & LIGHTPHONE JACK/DATATV JACKSMOKE & CARBON MONOXIDEDETECTOR.HARDWIRED/INTER-CONNECTEDDOOR CHIMEAC DISCONNECTAC POWER SUPPLYEXHAUST FAN, VENT TOEXTERIORELECTRIC PANELDSURFACE MOUNTED LED LIGHT STRIPSDCM220WRTGROUND FAULT OUTLET (GFI)ELECTRICAL NOTES:1.ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE LATEST NATIONALELECTRIC CODE, LOCAL MUNICIPALITIES, NFPA 70-2014 AND STATE AUTHORITIESHAVING JURISDICTION. CONTRACTORS SHALL PAY FOR AND OBTAIN ANUNDERWRITERS CERTIFICATE.2.CONTRACTOR TO VERIFY ADEQUACY OF EXISTING SERVICE AT EXISTING PANELBASE BID ON 200 AMP SERVICE FOR NEW WORK.3.ALL WIRING TO BE COLOR CODED 14 AWG COPPER.4.CONVENIENT OUTLETS TO BE 18" ABOVE FINISHED FLOOR UNLESS OTHERWISENOTED.5.PROVIDE GROUND FAULT CIRCUIT INTERRUPTER OUTLETS AS PER CODE.6.ELECTRICAL CONTRACTOR TO PROVIDE HOOK UPS FOR HEATING AND AIRCONDITIONING SYSTEMS.7.ELECTRICAL CONTRACTOR TO COORDINATE WITH OTHER TRADES.8.ALL OUTLETS, SWITCHED, ETC... TO BE AS MANUFACTURED BY LUTRON DESIGNERSERIES SKYLARK DECORA OR APPROVED EQUAL.9.PROVIDE SINGLE STATION ALARM DETECTION DEVICE INSTALLED INCONFORMANCE WITH SECTION R314 AND AJ102.3 ON OR NEAR THE CEILINGADJACENT TO ALL SLEEPING SPACES ON EACH FLOOR LEVEL. UNIT TO DETECTFIRE, SMOKE AND CARBON MONOXIDE. ALL DETECTORS TO BE INTERCONNECTED.10.ALL ELECTRICAL WORK TO CONFORM TO INTERNATIONAL RESIDENTIAL CODECHAPTERS 34 THROUGH 43.K-2890-8UTAHOELAVATORYCAST IRON K-2890-8UTAHOELAVATORYCAST IRON K-2890-8UTAHOELAVATORYCAST IRON K-2890-8UTAHOELAVATORYCAST IRONSSSSS SSS S42"42"42"HOODRANGEPS42"42"HOODRANGE42"42"OVENMW.42"42"PPPSSS33SS WRSTO UNDERCAB. LTG.SS3S S3 S42"42"WRWRSS42"42"42"42"WRWRSSWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRS2ND. FL. LTG.2ND. FL. CLG. FAN2ND. FL. CLG. FAN LT.42"42"SSSS33 SSSSSSS42"42"42"42"SSSS S S42"42"SS SWRWRWR WRSSSS3 S3TO PENDENTFIXTURE @2ND. FL.TO 2ND. FL.LIGHTING3STELEC.METERCHMDDA/CA/CSDCMSDSDCMSD1E1.0SCALE: 1/4" = 1'-0"(ELECTRICAL PLANS ARE A GRAPHIC REPRESENTATION OF DESIGN INTENT. LOCATION OF ELECTRICAL DEVICES MAYDEVIATE FROM PLANS DUE TO SITE CONDITIONS)FIRST FLOOR ELECTRICAL PLAN2E1.0SCALE: 1/4" = 1'-0"(ELECTRICAL PLANS ARE A GRAPHIC REPRESENTATION OF DESIGN INTENT. LOCATION OF ELECTRICAL DEVICES MAYDEVIATE FROM PLANS DUE TO SITE CONDITIONS)FIRST FLOOR ELECTRICAL PLANGARAGENOTE:INSTALL NEW J-BOX FOR GARAGEDOOR OPENER & CEILING OUTLETSCLCL42"14'-0"PE1.0WARNING: IT IS A VIOLATION OF THE LAW FOR ANY PERSON UNLESS ACTING UNDER THE DIRECTION OF VIGNETTE DESIGN L.L.C. TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY Proietti Residence 1200 Whispering Lane Southlake, Texas 7609207-17-202424066VIGREV DATE DESCRIPTIONDate:Project Number:Project:Drawing No:Drawn By: vmb3VIGNETTE DESIGN, L.L.C.Haslet, Texas 76052Cell: 940.594.3384vignettedesignllc@gmail.comVIGNETTEDESIGNCOPYRIGHT 202408-21-2024 Permit Set08-22-2024 Permit Set09-03-2024 Permit Set09-04-2024 Permit Set09-11-2024 Permit SetIssue: E2.0K-2890-8UTAHOELAVATORYCAST IRON K-2890-8UTAHOELAVATORYCAST IRON K-2890-8UTAHOELAVATORYCAST IRON TO 1ST. FL.LIGHT SWITCHTO 1ST. FL.LIGHTSWITCHESPSSSSSSSSSSDCMSDCMSDCMSDSDSDSDSDTCHMSSSSSSSS S S S 42"42"42"SSSSS INSTALL LIGHTFIXTURE W/SWITCHAND DUPLEX OUTLET INATTIC3SS S 1ST. FL. SWITCH1ST. FL. SWITCHSDCM1E2.0SCALE: 1/4" = 1'-0"(ELECTRICAL PLANS ARE A GRAPHIC REPRESENTATION OF DESIGN INTENT. LOCATION OF ELECTRICAL DEVICES MAYDEVIATE FROM PLANS DUE TO SITE CONDITIONS)SECOND FLOOR ELECTRICAL PLANNOTE:ALL EXISTING ELECTRICAL TOREMAIN2E2.0SCALE: 1/4" = 1'-0"(ELECTRICAL PLANS ARE A GRAPHIC REPRESENTATION OF DESIGN INTENT. LOCATION OF ELECTRICAL DEVICES MAYDEVIATE FROM PLANS DUE TO SITE CONDITIONS)SECOND FLOOR ELECTRICAL PLANGARAGE12'-6"P1ST. FL. SWITCHWRE2.0WARNING: IT IS A VIOLATION OF THE LAW FOR ANY PERSON UNLESS ACTING UNDER THE DIRECTION OF VIGNETTE DESIGN L.L.C. TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY Proietti Residence 1200 Whispering Lane Southlake, Texas 7609207-17-202424066VIGREV DATE DESCRIPTIONDate:Project Number:Project:Drawing No:Drawn By: vmb3VIGNETTE DESIGN, L.L.C.Haslet, Texas 76052Cell: 940.594.3384vignettedesignllc@gmail.comVIGNETTEDESIGNCOPYRIGHT 202408-21-2024 Permit Set08-22-2024 Permit Set09-03-2024 Permit Set09-04-2024 Permit Set09-11-2024 Permit SetIssue: P1.0K-2890-8UTAHOELAVATORYCAST IRON K-2890-8UTAHOELAVATORYCAST IRON K-2890-8UTAHOELAVATORYCAST IRON K-2890-8UTAHOELAVATORYCAST IRON ISLAND VENT DETAIL3P1.0SCALE: NOT TO SCALEBASE CABINET1-1/2"SINKAPPROVED DISHWASHER AIR GAPFITTING WHERE APPLICABLEDISHWASHER VERTICALFIXTURE VENT2"VERTICALFIXTURE VENTFLOORNO FIXTURE UPSTREAMC.O.C.O.ABCA, B, AND C ARE WYE-BRANCH FITTINGSNEARESTPARTITIONVENT THROUGHROOF ORCONNECT TOOTHER VENTS1-1/2"HORIZONTAL DRAIN 2"FOOT VENT 1-1/2"1/4 PER FT.SLOPELOCATIONSANITARY SEWER PIPESIZESSIZEMAIN TO SEWER TAP4"WASHING MACHINE2"KITCHEN SINK2"TOILET4"SHOWER3"BATHROOM SINK2"LOCATIONWATER PIPE SIZESSIZEMAIN TO METER1"MAIN FEEDER (HOT)3/4"MAIN FEEDER (COLD)3/4"TOILET (COLD)1/2"SHOWER (HOT & COLD)1/2"BATHROOM SINK (HOT & COLD)1/2"TUB/SHOWER (HOT & COLD)1/2"KITCHEN SINK (HOT & COLD)1/2"REFRIGERATOR (COLD)1/2"ICE MAKER (COLD)1/2"BAR SINK (HOT & COLD)1/2"POT FILLER AT STOVE (HOT)1/2"BAR SINK2"TUB/SHOWER3"NOTE: ALL FIXTURE MAY NOT BE USED.(REFERENCE PLAN)NOTE: ALL FIXTURE MAY NOT BE USED.(REFERENCE PLAN)HOSE BIB (COLD)3/4"PLUMBING NOTES:1.ALL PIPING, JOINTS, SUPPORTS AND CLEAN OUTS TO CONFORM TO LOCALCODE REQUIREMENTS.2.ALL PLUMBING FIXTURES TO BE VENTED AND TRAPPED.3.PROVIDE SHUT OFF VALVES ON ALL SUPPLY LINES AT ALL FIXTURES.4.INSULATE ALL SUPPLY LINES.5.ALL PLUMBING WORK TO CONFORM TO I.B.C. RESIDENTIAL CODE.6.PLUMBING LINE LOCATIONS ARE FOR DESIGN INTENT ONLY. ACTUALLOCATIONS/LAYOUT TO BE DETERMINED IN FIELD DUE TO FIELD CONDITIONS.7.ALL GAS WORK TO CONFORM TO THE I.B.C. RESIDENTIAL BUILDING CODE,CHAPTER 24 FLUE GAS AND ANY LOCAL AND STATE CODES.8.STEEL SCHEDULE 40 BLACK PIPE TO CONFORM TO ASME B36,10,10M, ASTMA53/A53M, ASTM A 106, ASTM A312.9.ALL PLUMBING WORK TO BE PERFORMED BY A LICENSED PLUMBER.10.ALL WORK RELATED TO GAS SHALL COMPLY WITH THE 2021 IFGC.VENTVENTAPPROX. LOCATION OFEXISTING 4" SEWERLINE. V.I.F.VENTVENTISLANDVENTVENTEXIST. 4" DRAIN GASGASGASGASGASGASGAS1P1.0SCALE: 1/4" = 1'-0"(PLUMBING PLANS ARE A GRAPHIC REPRESENTATION OF DESIGN INTENT. LOCATION OF PLUMBING LINES MAYDEVIATE FROM PLANS DUE TO SITE CONDITIONS)SECOND FLOOR PLUMBING PLANAPPROX. LOCATION OFEXISTING 4" SEWERLINE. V.I.F.TO S.S. SYSTEMNEW DCOVENTAPPROX. LOCATIONOF GAS LINE.PROCEED WITHCAUTION.CLCLP1.0WARNING: IT IS A VIOLATION OF THE LAW FOR ANY PERSON UNLESS ACTING UNDER THE DIRECTION OF VIGNETTE DESIGN L.L.C. TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY Proietti Residence 1200 Whispering Lane Southlake, Texas 7609207-17-202424066VIGREV DATE DESCRIPTIONDate:Project Number:Project:Drawing No:Drawn By: vmb3VIGNETTE DESIGN, L.L.C.Haslet, Texas 76052Cell: 940.594.3384vignettedesignllc@gmail.comVIGNETTEDESIGNCOPYRIGHT 202408-21-2024 Permit Set08-22-2024 Permit Set09-03-2024 Permit Set09-04-2024 Permit Set09-11-2024 Permit SetIssue: P2.0K-2890-8UTAHOELAVATORYCAST IRON K-2890-8UTAHOELAVATORYCAST IRON K-2890-8UTAHOELAVATORYCAST IRON LOCATIONSANITARY SEWER PIPESIZESSIZEMAIN TO SEWER TAP4"WASHING MACHINE2"KITCHEN SINK2"TOILET4"SHOWER3"BATHROOM SINK2"LOCATIONWATER PIPE SIZESSIZEMAIN TO METER1"MAIN FEEDER (HOT)3/4"MAIN FEEDER (COLD)3/4"TOILET (COLD)1/2"SHOWER (HOT & COLD)1/2"BATHROOM SINK (HOT & COLD)1/2"TUB/SHOWER (HOT & COLD)1/2"KITCHEN SINK (HOT & COLD)1/2"REFRIGERATOR (COLD)1/2"ICE MAKER (COLD)1/2"BAR SINK (HOT & COLD)1/2"POT FILLER AT STOVE (HOT)1/2"BAR SINK2"TUB/SHOWER3"NOTE: ALL FIXTURE MAY NOT BE USED.(REFERENCE PLAN)NOTE: ALL FIXTURE MAY NOT BE USED.(REFERENCE PLAN)HOSE BIB (COLD)3/4"PLUMBING NOTES:1.ALL PIPING, JOINTS, SUPPORTS AND CLEAN OUTS TO CONFORM TO LOCALCODE REQUIREMENTS.2.ALL PLUMBING FIXTURES TO BE VENTED AND TRAPPED.3.PROVIDE SHUT OFF VALVES ON ALL SUPPLY LINES AT ALL FIXTURES.4.INSULATE ALL SUPPLY LINES.5.ALL PLUMBING WORK TO CONFORM TO I.B.C. RESIDENTIAL CODE.6.PLUMBING LINE LOCATIONS ARE FOR DESIGN INTENT ONLY. ACTUALLOCATIONS/LAYOUT TO BE DETERMINED IN FIELD DUE TO FIELD CONDITIONS.7.ALL GAS WORK TO CONFORM TO THE I.B.C. RESIDENTIAL BUILDING CODE,CHAPTER 24 FLUE GAS AND ANY LOCAL AND STATE CODES.8.STEEL SCHEDULE 40 BLACK PIPE TO CONFORM TO ASME B36,10,10M, ASTMA53/A53M, ASTM A 106, ASTM A312.9.ALL PLUMBING WORK TO BE PERFORMED BY A LICENSED PLUMBER.1P2.0SCALE: 1/4" = 1'-0"(PLUMBING PLANS ARE A GRAPHIC REPRESENTATION OF DESIGN INTENT. LOCATION OF PLUMBING LINES MAYDEVIATE FROM PLANS DUE TO SITE CONDITIONS)SECOND FLOOR PLUMBING PLAN3"W.C.2"LAVTUB3"C.O.C.O.3"W.C.2"LAVTUB3"C.O.3"W.C.2"LAVTUB3"2"2"SINK2"SINKOUTDOORWASH3"DOG2"SINKKITCHEN2"SINKPANTRY2"SINKPANTRYSHOWER3"TUB3"W.C.2"LAV2"LAV3"W.C.2"LAV3"W.C.3"TUB2"LAVC.O.C.O.C.O.C.O.C.O.TO S.S.SYSTEMDOUBLECLEAN OUTEXISTING 4"4"4"4"INSTANT WATERHEATER IN ATTIC4" V.T.R.2" V.T.R.2" V.T.R.4" V.T.R.4" V.T.R.4" V.T.R.1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"2" V.T.R.4" V.T.R.1 1/2"4"4"4"4"4"1ST. FL.2ND. FL.2P2.0SCALE: 1/4" = 1'-0"(PLUMBING PLANS ARE A GRAPHIC REPRESENTATION OF DESIGN INTENT. LOCATION OF PLUMBING LINES MAYDEVIATE FROM PLANS DUE TO SITE CONDITIONS)PLUMBING RISER DIAGRAMINSTANTWATER HEATERWATERC.W.H.W.VENTVENTMETERFROMVENTP2.0WARNING: IT IS A VIOLATION OF THE LAW FOR ANY PERSON UNLESS ACTING UNDER THE DIRECTION OF VIGNETTE DESIGN L.L.C. TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY Proietti Residence 1200 Whispering Lane Southlake, Texas 7609207-17-202424066VIGREV DATE DESCRIPTIONDate:Project Number:Project:Drawing No:Drawn By: vmb3VIGNETTE DESIGN, L.L.C.Haslet, Texas 76052Cell: 940.594.3384vignettedesignllc@gmail.comVIGNETTEDESIGNCOPYRIGHT 202408-21-2024 Permit Set08-22-2024 Permit Set09-03-2024 Permit Set09-04-2024 Permit Set09-11-2024 Permit SetIssue: M1.0K-2890-8UTAHOELAVATORYCAST IRON K-2890-8UTAHOELAVATORYCAST IRON K-2890-8UTAHOELAVATORYCAST IRON K-2890-8UTAHOELAVATORYCAST IRON MECHANICAL NOTES:1.ALL KITCHEN AND BATHROOM VENTS TO COMPLY WITH STATE CODES.2.ALL MECHANICAL WORK TO CONFORM TO I.B.C RESIDENTIAL CODE.3.MECHANICAL DUCTWORK AND EQUIPMENT LOCATIONS ARE FOR DESIGNINTENT ONLY. ACTUAL LOCATIONS/LAYOUT TO BE DETERMINED IN FIELDDUE TO EXISTING CONDITIONS.4.ALL DUCTS TO BE FOIL WRAPPED FLEX DUCTING. (R-8).5.VENT DRYER TO EXTERIOR AS PER CODE SECTION M1502.2.A/C3 TONA/C7"7"7"7"7"10"12"7"4"12"12"12"7"7"7"7"7"4"4"7"7"7"5 TON30"x30"RETURN1M1.0SCALE: 1/4" = 1'-0"(MECHANICAL PLANS ARE A GRAPHIC REPRESENTATION OF DESIGN INTENT. LOCATION OF MECHANICAL EQUIPMENTAND DUCTWORK MAY DEVIATE FROM PLANS DUE TO SITE CONDITIONS)FIRST FLOOR MECHANICAL PLANCLCLM1.0WARNING: IT IS A VIOLATION OF THE LAW FOR ANY PERSON UNLESS ACTING UNDER THE DIRECTION OF VIGNETTE DESIGN L.L.C. TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY Proietti Residence 1200 Whispering Lane Southlake, Texas 7609207-17-202424066VIGREV DATE DESCRIPTIONDate:Project Number:Project:Drawing No:Drawn By: vmb3VIGNETTE DESIGN, L.L.C.Haslet, Texas 76052Cell: 940.594.3384vignettedesignllc@gmail.comVIGNETTEDESIGNCOPYRIGHT 202408-21-2024 Permit Set08-22-2024 Permit Set09-03-2024 Permit Set09-04-2024 Permit Set09-11-2024 Permit SetIssue: M2.0K-2890-8UTAHOELAVATORYCAST IRON K-2890-8UTAHOELAVATORYCAST IRON K-2890-8UTAHOELAVATORYCAST IRON 7"7"7"7"7"10"12"7"7"7"12"10"7"7"7"7"4"4"10"7"7"4"3 TONA.H.U.5 TONA.H.U.12"T10"12"24"x24"RETURNMECHANICAL NOTES:1.ALL KITCHEN AND BATHROOM VENTS TO COMPLY WITH STATE CODES.2.ALL MECHANICAL WORK TO CONFORM TO I.B.C RESIDENTIAL CODE.3.MECHANICAL DUCTWORK AND EQUIPMENT LOCATIONS ARE FOR DESIGNINTENT ONLY. ACTUAL LOCATIONS/LAYOUT TO BE DETERMINED IN FIELDDUE TO EXISTING CONDITIONS.4.ALL DUCTS TO BE FOIL WRAPPED FLEX DUCTING. (R-8).5.VENT DRYER TO EXTERIOR AS PER CODE SECTION M1502.2.1M2.0SCALE: 1/4" = 1'-0"(MECHANICAL PLANS ARE A GRAPHIC REPRESENTATION OF DESIGN INTENT. LOCATION OF MECHANICAL EQUIPMENTAND DUCTWORK MAY DEVIATE FROM PLANS DUE TO SITE CONDITIONS)FIRST FLOOR MECHANICAL PLANTO 1ST. FL.THERMOSTATM2.0WARNING: IT IS A VIOLATION OF THE LAW FOR ANY PERSON UNLESS ACTING UNDER THE DIRECTION OF VIGNETTE DESIGN L.L.C. TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY Proietti Residence 1200 Whispering Lane Southlake, Texas 7609207-17-202424066VIGREV DATE DESCRIPTIONDate:Project Number:Project:Drawing No:Drawn By: vmb3VIGNETTE DESIGN, L.L.C.Haslet, Texas 76052Cell: 940.594.3384vignettedesignllc@gmail.comVIGNETTEDESIGNCOPYRIGHT 202408-21-2024 Permit Set08-22-2024 Permit Set09-03-2024 Permit Set09-04-2024 Permit Set09-11-2024 Permit SetIssue: DRAWING NO.: 0000 SCALE: N.T.S.DATE09/23/24DESCRIPTIONGENERALNOTESBYJ.L.REVISIONSENGINEERINGFIRMF-9334PHONE:214-577-1077Office@LighthouseEng.comPROJECT:FILENO.:CLIENT:SCOPE:ADDRESS:DRAWNBY:ENGINEER:MIKEGANDY,PECHECKEDBY:NOTES:RESIDENTIALSTRUCTURALDESIGN12002024TERESAPOIRETTISTRUCTURALDESIGNVIANEWCONSTRUCTIONJ.L.J.C.1200WHISPERINGLANESOUTHLAKE,TXGENERAL NOTES: 1. ARCHITECTURAL DRAWINGS WERE PROVIDED BY OTHERS. THIS ENGINEER IS NOT RESPONSIBLE FOR DIMENSIONAL ACCURACY. 2. IT IS THE RESPONSIBILITY OF THE HOMEOWNER, ARCHITECT/ DESIGNER, AND CONTRACTOR TO VERIFY THAT THIS DRAWING SET MATCHES THE ARCHITECTURAL SET PRIOR TO ORDERING MATERIAL. CONTACT THIS ENGINEER WITH DISCREPENCIES. 3. WHERE LOAD PATH ALTERATION OF EXISTING FRAMING EXISTS FRAMING ACCLIMATION AND SHEETROCK CRACKING SHOULD BE EXPECTED. DESIGN STANDARDS: BRAB REPORT WRI/CRSI 81 ACI 318 ACI 318-99 "INTERNATIONAL RESIDENTIAL CODE" "INTERNATIONAL BUILDING CODE" ASTM C94 MATERIAL GRADES: DIMENSIONAL 2x LUMBER GRADE: SOUTHERN YELLOW PINE STRENGTH: 750 - 1,100-psi ENGINEERED I-JOIST (Boise Cascade) SERIES: BCI - SEE DRAWING ENGINEERED OPEN WEB BOX TRUSS (MiTEK) SERIES: FLAT FLOOR TRUSS - SEE DRAWING ENGINEERED WOOD BEAM (Weyerhaeuser) GRADE: Microllam LVL 2.0E STRENGTH: 2,600-psi ENGINEERED STEEL BEAM GRADE: A992 STRENGTH: 50,000-psi FRAMING NOTES: 1. REFERENCE ARCHITECTURAL DRAWINGS FOR STUD SIZES. 2. RAFTERS AND PLATES SHALL BE #2 S.Y.P. STUDS MAY BE EITHER #2 S.Y.P. OR SPF FINGER-JOINT 3. ALL RAFTERS/LEDGERS, STUDS, HEADERS AND SHEATHING SHALL BE NAILED IN ACCORDANCE WITH THE IRC & IBC. 4. RAFTERS OR PURLIN BRACE OVER 8' IN LENGTH MUST BE DOUBLED OR T-BACK FOR REINFORCEMENT. 5. ALL RAFTERS TO BE 2x6 SYP # 2 @ 24" O.C. MINIMUM (VERIFY ALLOWABLE PER SPAN LENGTH, & IBC). ALL HIP, RIDGE AND VALLEY RAFTERS ARE 2X8 SYP # 2 AND SHALL NOT BE LESS IN DEPTH THAN THE CUT END OF THE RAFTER. UNLESS OTHERWISE NOTED. SPLICE IN MEMBER TO BE SUPPORTED BY STRUT BRACE OR BEAM. 6. 2x8 RIDGE BEAM SHALL HAVE MINIMUM 2x4 BRACING @ 8' O.C. NOT LESS THAN 45 DEGREES. 7. PURLINS, (RAFTER BRACES) MUST BE AT OR ABOVE A 45° ANGLE REFERENCED FROM THE HORIZONTAL PLANE AT WHICH THE PURLIN IS TO BE FASTENED TO A BEAM OR TOP PLATE OF A WALL. 8. CONDITIONS OF RAFTER/TOP PLATE INTERSECTION: A) INSTALL SIMPSON H2.5 EVERY OTHER RAFTER/TOP PLATE INTERSECTION WHERE FLOOR/CEILING JOISTS RUN PERPENDICULAR TO RAFTERS. B) INSTALL SIMPSON H2.5 EVERY OTHER RAFTER/TOP PLATE INTERSECTION ON BOTH INSIDE AND OUTSIDE OF TOP PLATE WHERE FLOOR/CEILING JOISTS RUN PARALLEL TO RAFTERS. THRUST RESISTANCE BRACING OF RIDGES MAY SUPERSEDE THIS REQUIREMENT. 9. ALL HIP, VALLEY, AND RIDGE RAFTERS SHALL BE THE NEXT LARGER NOMINAL SIZE OF LUMBER IN REFERENCE TO COMMON OR JACK RAFTER SIZE. 10. VALLEY OR HIP RAFTERS IN PAN CEILINGS MAY BE RIPPED TO THE SAME DEPTH AS THE END CUT DEPTH OF COMMON OR JACK INTERSECTING RAFTERS. 11. ALIGN JACK RAFTERS TO BE WITHIN 1 1/2" OF OPPOSING RAFTERS. 12. BLOCK FLOATING BEAMS @ 2'-0" TO ADJACENT FRAMING. ATTACH BLOCKING TO TOP 6" OF FLOATING BEAM. 13. MIN. DECKING MATERIAL IS TO BE 7/16" OSB (APA APPROVED) OR 1/2" CDX PLYWOOD. 14. RAFTER ON CENTERS GREATER THAN 12", A SIMPSON (OR EQUAL) PLY CLIP MUST BE PLACED IN THE CENTER SPAN OF EACH PERPENDICULAR RAFTER SUPPORT AT EDGE BUTT JOINT OF ROOF DECKING. IF SOLID WOOD BRACING IS USED UNDER BUTT JOINTS, THE REQUIREMENTS OF PLY CLIP IS NEGATED. 15. DECKING NAILING REQUIREMENTS SHALL MEET 90-psf UPLIFT RESISTANCE. 16. SHEATING INSTALLED PERPENDICULAR TO SUPPORTS MUST BE NAILED WITH 8d (OR EQUIVALENT) NAILS AT 6" O.C. MAX. AT BOTH ENDS AND 12" O.C. AT INTERIOR SUPPORTS. BEAM NOTES: 1. THIS ENGINEER IS NOT RESPONSIBLE FOR DIMENSIONAL ACCURACY. ARCHITECTURAL DRAWINGS WERE PROVIDED BY OTHERS. 2. INSTALLATION CONTRACTOR SHALL FIELD VERIFIED ALL DIMENSIONS, BEAM/JOIST SIZES, SUPPORT LOCATIONS, AND HARDWARE PRIOR TO CONSTRUCTION. CONTACT THIS ENGINEER IF CONDITIONS DO NOT MATCH THIS DRAWING. 3. BEAMS SHALL BEAR A MIN. OF 3" ATOP WALL DOUBLE TOP PLATES AND/OR SUPPORT COLUMNS. SHEAR WALL NOTES: 1. DESIGN BASED ON 115 mph ULTIMATE DESIGN WIND SPEED, EXPOSURE B. 2. STRUCTURAL SHEATHING IS CONSIDERED ONE OF THE FOLLWING: A) MIN. 7/16" OSB B) THERMOPLY (OX ENGINEERED PRODUCTS) C) ZIP SYSTEM SHEATHING ALL PRODUCTS TO BE INSTALLED PER THE MANUFACTUERS RECOMMENDATIONS. 3. CORNER WRAPS SHALL EXTEND A MIN. OF 4'-0" AROUND CORNERS. CONCRETE NOTES: 1. A PRE-POUR INSPECTION IS REQUIRED BY (OR QUALIFIED PERSONS DESIGNATED BY) THIS ENGINEER. 2. MATERIALS A. CEMENT: SHALL BE A DOMESTIC PORTLAND CEMENT, STANDARD BRAND, TYPE 1, CONFORMING TO ASTM C-150. B. CONCRETE: SHALL BE "READY-MIXED" AND SHALL BE 3,000-PSI "BUILDING CODE DESIGN CONCRETE", No. 57 AGGREGATE, 5" SLUMP RANGE, 1:2:4 MIX. C. REINFORCING STEEL: SHALL BE A 60-KSI INTERMEDIATE GRADE CONFORMING TO ASTM A15. D. VAPOR BARRIER: SHALL BE A 6-mil POLYETHYLENE. VAPOR BARRIER SHALL BE USED OVER GRABEL FILL UNDER ALL CONCRETE SLABS. FILM SHALL BE PURCHASED IN 8'-0" OR WIDER ROLLS. E. GRAVEL FILL: SHALL BE CLEAN WASHED GRAVEL OR CRUSHED STONE 3/4" TO 1 1/2" IN SIZE, CLEAN WASHED SAND, OR SELECT FILL AND SHALL BE PLACED UNDER ALL SLABS WHERE INDICATED ON PLANS AT LEAST 4" DEEP. F. ANCHOR BOLTS: SHALL BE FURNISHED AND SET IN ALL EXTERIOR WALLS WITHIN 18" FROM CORNERS AND 6'-0" O.C. UNLESS OTHERWISE NOTED, THEY SHALL BE 1/2" DIA. x 10" LONG, AND EMBEDDED A MIN. OF 7". ADJUST ANCHOR LOCATIONS BASED OFF OF BRICK LEDGE LOCATION AS REQUIRED. 3. SITE PREPARATION GRUB SURFACE VEGETATION TO 5'-0" BEYOND FOUNDATION FOOTPRINT. PROOF ROLL PREPARED AREA WITH A LOADED DUMP TRUCK OR SHEEPS FOOT ROLLER TO 95% OPTIMUM WATER CONTENT. GRADING AROUND FOOTPRINT SHALL SLOPE AWAY FROM THE FOUNDATION 6" IN THE FIRST 10'-0". IF THERE IS AN OBSTRUCTION OR PROPERTY LINE WITHIN 10'-0" A SWALE SHALL BE EXCAVATED DIVERTING DRAINGE 90deg. FROM THE FOUNDATION AT A 3% GRADE. 4. PLACING VAPOR BARRIER PRIOR TO P LACING VAPOR BARRIER, SUBGRADE SHALL BE SMOOTH AND ROLLED TO PREVENT PROTRUSIONS WHICH MAY CAUSE DAMAGE TO BARRIER, AND SOIL BELOW TREATED WITH TERMITE TREATMENT. VAPOR BARRIER SHALL BE LAPPED NOT LESS THAN 6" WITH LAPS PLACED IN THE SAME DIRECTION CONCRETE IS TO BE SPREAD. RUN CONTINUOUSLY BENEATH GRADE BEAMS. WORKMAN SHALL AVOID WALKING ON FILM PRIOR TO CONCRETE PLACEMENT. 5. PLACING REINFORCEMENT REINFORCEMENT SHALL BE PLACED AT MID-DEPTH OF THE SLAB THICKNESS. SLAB REINFORCEMENT SHALL LAP A MIN. OF 40x THE BAR DIAMETER. 6. CONCRETE MIXES CONCRETE SHALL BE MIXED, DESIGNED, HANDLED, PROTECTED, AND CURED IN ACCORDANCE WITH THE PROVISIONS OF THE "SPECIFICATIONS FOR READY-MIX STRUCTURAL CONCRETE". 7. PLACING CONCRETE BEFORE POURING FOUNDATION FOOTINGS, SEE THAT THE BOTTOM OF EXCAVATIONS ARE OF UNDISTURBED EARTH, FREE FROM FROST, PROPERLY LEVELED, AND TAMPED. BEFORE POURING CONCRETE BE SURE THAT TERMITE TREATMENT HAS BEEN APPLIED, REINFORCING IS AS SPECIFIED, AND COLUMN FOOTING/PIERS HAVE BEEN PROPERLY LOCATED AND POURED. TAMP FRESHLY POURED CONCRETE INTO PLACE WITH STEEL RAMMER AND SLICING TOOLS UNTIL CONCRETE IS THOROUGHLY COMPACT AND WITHOUT VOIDS. SCREED SLABS TO TRUE PLANES, LINES, AND GRADES INDICATED ON DRAWINGS. 8. CONCRETE FINISH A. HOUSE AND GARAGE OR CARPORT SLAB: SMOOTH FINISH. B. PORCHES AND/OR AREAS WITH EXPOSED AGGREGATE: EDGES OF EXPOSED SLABS SHALL BE FINISHED WITH A ROUNDED EDGING TOOL LEAVING THE EXPOSED CORNERS SLIGHTLY ROUNDED AND CLEANCUT FREE FROM BURRS AND OBSTRUCTIONS. SEPTEMBER 23, 2024 STUD WALL HEIGHT SCHEDULE HEIGHT SPACING STUD 24" O.C. 16" O.C. 16" O.C. 16" O.C. 2x4 2x6 2x8 2x4 0'-0" - 8'-0" 12'-0" - 17'-0" 17'-0" - 20'-0" 8'-0" - 12'-0" SOIL DATA (WEB SOIL SURVEY) SOIL NAME USDA TEXTURE LIQUID LIMIT PLASTICITY 1.ALLCONSTRUCTIONANDMETHODSSHALLADHERETOTHE2021PROVISIONOFTHEIRC(INTERNATIONALRESIDENTIALCODE)ASADOPTEDBYTHECITYOFSOUTHLAKE.2.REFERENCE:PROIETTIRESIDENCEDRAWINGSBY:VIGNETTEDESIGNDATED:09.03.2024FINE SANDY LOAM 23 7RADAR FASTENER SPACINGPLY 2-PLY 3-PLY 4-PLY 5-PLY CONNECTOR 3" 10d NAIL 4" STRUCTURAL SCREW 6" STRUCTURAL SCREW 8" STRUCTURAL SCREW 12" O.C. 24" O.C. / SIDE *RECOMMENDED "STRUCTURAL SCREW": FASTENMASTER HEADLOK SERIES (HOME DEPOT) BEAM PLY CONNECTOR SCHEDULE 24" O.C. / SIDE 24" O.C. / SIDE RAFTERS SPANS EXCEEDING THE SPANS IN THE TABLE ABOVE SHALL BE SUPPORTED NEAR THEIR MID-SPANS TO SUPPORT BEAMS OR WALL TOP PLATES. 2x6 S.Y.P. 2x8 S.Y.P. 14'-9" 19'-6" 13'-5" 17'-1" 11'-0" 13'-11" 2x6 S.Y.P. 2x8 S.Y.P. 15'-7" 19'-8" 13'-6" 17'-1" 11'-0" 13'-11" (CEILING ATTACHED) RAFTER SPAN CHART (IRC) (CEILING NOT ATTACHED) 12" O.C.16" O.C.24" O.C. CEILING JOIST SPAN CHART (IRC) 2x6 S.Y.P. 2x8 S.Y.P. 2x10 S.Y.P. 18'-8" 12" O.C.16" O.C.19.2" O.C.24" O.C. 16'-11"15'-7"13'-11" 24'-7"21'-7"19'-8"17'-7" -25'-7"23'-5"20'-11" JOIST SPANS ARE FOR UNINHABITABLE ATTICS WITHOUT STORAGE SPACE. DEAD LOAD LIVE LOAD 2ND FLOOR SLEEPING AREA 2ND FLOOR LIVING AREA ATTIC w/OUT STORAGE ATTIC w/STORAGE SHINGLE ROOF BEAM DESIGN LOADINGS (IRC) 30-psf 40-psf 10-psf 20-psf 20-psf 10-psf 10-psf 5-psf 10-psf 10-psf DRAWING NO.: 2001 SCALE: 1/8" = 1'-0"DATE09/23/24DESCRIPTION1stFLOORFRAMINGBYJ.L.REVISIONSENGINEERINGFIRMF-9334PHONE:214-577-1077Office@LighthouseEng.comPROJECT:FILENO.:CLIENT:SCOPE:ADDRESS:DRAWNBY:ENGINEER:MIKEGANDY,PECHECKEDBY:NOTES:RESIDENTIALSTRUCTURALDESIGN12002024TERESAPROIETTISTRUCTURALDESIGNVIANEWCONSTRUCTIONJ.L.J.C.1st FLOOR CEILING PLAN 1200WHISPERINGLANESOUTHLAKE,TXSEPTEMBER 23, 2024 1.ALLCONSTRUCTIONANDMETHODSSHALLADHERETOTHE2021PROVISIONOFTHEIRC(INTERNATIONALRESIDENTIALCODE)ASADOPTEDBYTHECITYOFSOUTHLAKE.BEAM SCHEDULE MARK A x2 B TYPE HEADER FLUSH-MOUNT SIZE (2) 2x12 (2) 16" LVL LENGTH ~ 11'-0" ~ 11'-0" SUPPORT (2) 2x (2) 2x C FLUSH-MOUNT (2) 16" LVL ~ 16'-0"(3) 2x D HEADER (2) 14" LVL ~ 19'-0"(2) 2x E FLUSH-MOUNT (2) 16" LVL ~ 22'-0"(3) 2x A A B C D E F G GG GG F HEADER (2) 12" LVL ~ 15'-0"(2) 2x G x5 PATIO-MOUNT (3) 14" LVL 24'-0" MAX.8x8 ----- BEAM "B"U414 SIMPSON STRONG-TIE HANGER SCHEDULE -- ALL SIMPSON HARDWARE SHALL BE INSTALLED PER THE MANUFACTURERS RECOMMENDATIONS. DOOR/WINDOW HEADERS 6'-0" OR LESS SHALL BE (2) 2x12 IF SUPPORTING SECOND FLOOR LOADS, ELSE (2) 2x6 NOTE: 1. ALL CEILING JOIST SHALL BE 2x6 @ 24" O.C. (U.O.N.) WITH A MAX. SPAN OF 13'-11". LEGEND: ROOF SUPPORT COLUMN TO FLOOR COLUMN TO FRAMING HANGER ABU DETAIL CC DETAIL 2x8@24"16"BCI(4500s)@16"O.C.or16"TRUSS@16"O.C. DRAWING NO.: 2002 SCALE: 1/8" = 1'-0"DATE09/23/24DESCRIPTIONFRAMINGPLANBYJ.L.REVISIONSENGINEERINGFIRMF-9334PHONE:214-577-1077Office@LighthouseEng.comPROJECT:FILENO.:CLIENT:SCOPE:ADDRESS:DRAWNBY:ENGINEER:MIKEGANDY,PECHECKEDBY:NOTES:RESIDENTIALSTRUCTURALDESIGN12002024TERESAPROIETTISTRUCTURALDESIGNVIANEWCONSTRUCTIONJ.L.J.C.2nd FLOOR CEILING PLAN 1200WHISPERINGLANESOUTHLAKE,TX1.ALLCONSTRUCTIONANDMETHODSSHALLADHERETOTHE2021PROVISIONOFTHEIRC(INTERNATIONALRESIDENTIALCODE)ASADOPTEDBYTHECITYOFSOUTHLAKE.SEPTEMBER 23, 2024 BEAM SCHEDULE MARK A B TYPE FLUSH-MOUNT SIZE (2) 16" LVL (2) 16" LVL LENGTH ~ 23'-0" ~ 18'-0" SUPPORT (4) 2x (4) 2x A C B D E BEAM "A"U414 SIMPSON STRONG-TIE HANGER SCHEDULE -- ALL SIMPSON HARDWARE SHALL BE INSTALLED PER THE MANUFACTURERS RECOMMENDATIONS. DOOR/WINDOW HEADERS 6'-0" OR LESS SHALL BE (2) 2x12 IF SUPPORTING SECOND FLOOR LOADS, ELSE (2) 2x6 NOTE: 1. ALL CEILING JOIST SHALL BE 2x6 @ 24" O.C. (U.O.N.) WITH A MAX. SPAN OF 13'-11". LEGEND: ROOF SUPPORT COLUMN TO FLOOR COLUMN TO FRAMING HANGER C (2) 12" LVL ~ 22'-0"(3) 2x D (2) 12" LVL ~ 19'-0"(3) 2x E (2) 2x12 ~ 14'-0"(2) 2x ----- FLUSH-MOUNT FLUSH-MOUNT FLUSH-MOUNT FLUSH-MOUNT 2x8@24"2x8@24"2x8@24"2x8 @ 24" 2x8 @ 24" DRAWING NO.: 2003 SCALE: 1/8" = 1'-0"DATE09/23/24DESCRIPTIONROOFLAYOUTBYJ.L.REVISIONSENGINEERINGFIRMF-9334PHONE:214-577-1077Office@LighthouseEng.comPROJECT:FILENO.:CLIENT:SCOPE:ADDRESS:DRAWNBY:ENGINEER:MIKEGANDY,PECHECKEDBY:NOTES:RESIDENTIALSTRUCTURALDESIGN12002024TERESAPROIETTISTRUCTURALDESIGNVIANEWCONSTRUCTIONJ.L.J.C.ROOF PLAN 1200WHISPERINGLANESOUTHLAKE,TX1.ALLCONSTRUCTIONANDMETHODSSHALLADHERETOTHE2021PROVISIONOFTHEIRC(INTERNATIONALRESIDENTIALCODE)ASADOPTEDBYTHECITYOFSOUTHLAKE.SEPTEMBER 23, 2024 RAFTERS SPANS EXCEEDING THE SPANS IN THE TABLE ABOVE SHALL BE SUPPORTED NEAR THEIR MID-SPANS TO SUPPORT BEAMS OR WALL TOP PLATES. 2 x 6 2 x 8 14'-9" 19'-6" 13'-5" 17'-1" 11'-0" 13'-11" 2 x 6 2 x 8 15'-7" 19'-8" 13'-6" 17'-1" 11'-0" 13'-11" RAFTER SPANS - #2 S.Y.P. (CEILING ATTACHED) RAFTER SPAN CHART (IRC) RAFTER SPANS - #2 S.Y.P. (CEILING NOT ATTACHED) 12" O.C.16" O.C.24" O.C. COLLAR TIE EVERY OTHER ALL SIMPSON HARDWARE SHALL BE INSTALLED PER THE MANUFACTURERS RECOMMENDATIONS. -- -- SIMPSON STRONG-TIE HANGER SCHEDULE BEAM SCHEDULE MARK - - TYPE - - SIZE - - LENGTH - - SUPPORT - - DOOR/WINDOW HEADERS 6'-0" OR LESS SHALL BE (2) 2x12 IF SUPPORTING SECOND FLOOR LOADS, ELSE (2) 2x6 MAX. SPAN HUNG JOIST (2) 2x10 MIN.2'-0" MAX. NON-STRUCTURAL RIDGE MIN. 45° NOTE: 1. ALL RAFTERS SHALL BE 2x6 @ 24" O.C. (U.O.N.) WITH A MAX. SPAN OF 11'-0". LEGEND: ROOF SUPPORT COLUMN TO FOUNDATION COLUMN TO FRAMING HANGER 2x SISTER DRAWING NO.: 3001 SCALE: N.T.S.DATE09/23/24DESCRIPTIONSHEARWALLPLANBYJ.L.REVISIONSENGINEERINGFIRMF-9334PHONE:214-577-1077Office@LighthouseEng.comPROJECT:FILENO.:CLIENT:SCOPE:ADDRESS:DRAWNBY:ENGINEER:MIKEGANDY,PECHECKEDBY:NOTES:RESIDENTIALSTRUCTURALDESIGN12002024TERESAPROIETTISTRUCTURALDESIGNVIANEWCONSTRUCTIONJ.L.J.C.SEPTEMBER 23, 2024 FASTENING FOR THERMO PLY 1st FLOOR SHEAR WALL PLAN 1200WHISPERINGLANESOUTHLAKE,TX1.ALLCONSTRUCTIONANDMETHODSSHALLADHERETOTHE2021PROVISIONOFTHEIRC(INTERNATIONALRESIDENTIALCODE)ASADOPTEDBYTHECITYOFSOUTHLAKE.MAX STUD SPACING FASTENING TYPE MAX FASTENER SPACING 16"NO. 16 GA. STAPLES 1" CROWN x 1 1/4" LEGS 3 PANEL EDGES 3 INTERMED. SUPPORTS SYMBOL KEY DASHED LINE INDICATES 7/16" STRUCTURAL SHEATHING, OR 7/16" ZIP SYSTEM SHEATHING REFERENCE DETAIL SHT. 3003 1 144 44 44 11 1 INT. PANEL INT.PANEL1 1 1 NOTE: 1. WALLS TO DOUBLE HEIGHT CEILINGS SHALL BE FRAMED WITH CONTINUOUS 2x8s. DRAWING NO.: 3002 SCALE: N.T.S.DATE09/23/24DESCRIPTIONSHEARWALLPLANBYJ.L.REVISIONSENGINEERINGFIRMF-9334PHONE:214-577-1077Office@LighthouseEng.comPROJECT:FILENO.:CLIENT:SCOPE:ADDRESS:DRAWNBY:ENGINEER:MIKEGANDY,PECHECKEDBY:NOTES:RESIDENTIALSTRUCTURALDESIGN12002024TERESAPROIETTISTRUCTURALDESIGNVIANEWCONSTRUCTIONJ.L.J.C.SEPTEMBER 23, 2024 2nd FLOOR SHEAR WALL PLAN 1200WHISPERINGLANESOUTHLAKE,TX1.ALLCONSTRUCTIONANDMETHODSSHALLADHERETOTHE2021PROVISIONOFTHEIRC(INTERNATIONALRESIDENTIALCODE)ASADOPTEDBYTHECITYOFDALLAS.FASTENING FOR THERMO PLY MAX STUD SPACING FASTENING TYPE MAX FASTENER SPACING 16"NO. 16 GA. STAPLES 1" CROWN x 1 1/4" LEGS 3 PANEL EDGES 3 INTERMED. SUPPORTS SYMBOL KEY DASHED LINE INDICATES 7/16" STRUCTURAL SHEATHING, OR 7/16" ZIP SYSTEM SHEATHING REFERENCE DETAIL SHT. 3003 INT.PANEL13 1 344CONTINUOUS HEADER NO ANCHOR 1 13 1 44 4 4NO ANCHOR NO ANCHOR 3 NOTE: 1. WALLS TO DOUBLE HEIGHT CEILINGS SHALL BE FRAMED WITH CONTINUOUS 2x8s. DRAWING NO.: 3003 SCALE: N.T.S.DATE09/23/24DESCRIPTIONSHEARWALLDETAILSBYJ.L.REVISIONSENGINEERINGFIRMF-9334PHONE:214-577-1077Office@LighthouseEng.comPROJECT:FILENO.:CLIENT:SCOPE:ADDRESS:DRAWNBY:ENGINEER:MIKEGANDY,PECHECKEDBY:NOTES:RESIDENTIALSTRUCTURALDESIGN12002024TERESAPROIETTISTRUCTURALDESIGNVIANEWCONSTRUCTIONJ.L.J.C.PORTAL FRAME DETAIL NOTE: 1. FOR PANEL SPLICE (IF NEEDED), PANEL EDGES SHALL BE BLOCKED, AND OCCUR WITHIN 24" OF MID-HEIGHT. ONE ROW OF TYP. SHEATHING-TO-FRAMING NAILING IS REQ'D. IF 2x BLOCKING IS USED, THE 2x'S MUST BE NAILED TOGETHER w/ (3) 16d SINKERS. SIMPSON HTT5 w/ 5/8" ATR ANCHORS SET w/ EPOXY & 6" MIN. EMBEDMENT OR SIMPSON STHD10 INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. SIMPSON CS16 STRAP. STRAP TO LAP A MIN. OF 12" OVER 1st FLOOR AND 2nd FLOOR WALLS.10'-0"MAX.HEIGHTSINGLE PORTAL FRAME DOUBLE PORTAL FRAME 6'-0" to 18'-0" MSTC28 ON INTERIOR WALL SIMPSON HTT5 w/ 5/8" x 8" TITAN HD ANCHORS SET w/ EPOXY & EMBED 6" MIN. PER MANUFACTURER'S RECOMMENDATIONS MIN.DBLSTUDFASTEN TOP PLATE TO HEADER w/ (2) ROWS OF 16d SINKER NAILS @ 3" O.C. MIN. 7/16" OSB SHEATHING ON EXT. FACE NAILED w/ 8d NAILS @ 3" O.C. - ONE STORY: MIN. WIDTH=16" (1) OF (2) STORY: MIN. WIDTH=24" OR 16" w/ FULL STRUCTURAL SHEATHING AT INTERIOR (REQ'D AT ANY WALL OPENING 6'-0" OR GREATER) SHEAR WALL INSTALLED W/ LONG DIM. ACROSS STUDS. STAGGER VERT. 10d NAILS @ 6" O.C. @ EDGES & SEAMS & 10d NAILS @ 12" O.C. IN FIELD U.N.O. CONT. STRUCTURAL SHEATHING ON ONE FACE AND GABLE WALLS WHEN APPLICABLE. OSB SHALL BE NAILED W/ 8d NAILS @ 6" O.C. @ PANEL EDGES, & 12" O.C. @ INT. SUPPORTS. HOLDOWN ANCHOR TYP. ONE STORY 2'-8" - 4'-0" LENGTH 7/16" OSB STRUCTURAL WOOD SHEATHING ON ONE FACE WITH A MAX. HEIGHT OF 10'. NAILED PER IRC TABLE R602.3(1) AND BLOCKED @ ALL EDGES. (2) ANCHOR BOLTS OR 3" PINS & WASHERS SET BY POWDER ACTUATED TOOL SHALL BE INSTALLED @ QUARTER POINTS AS SHOWN. 4 STRUCTURAL SHEATHING SECTION DETAIL (PLAN VIEW) BRACED CORNER PANEL HTT5 HOLDOWN SIMPSON H2.5A TIE @ EVERY OTHER RAFTER NAIL TO BOTH TOP PLATES PANEL SHEATHING USED AS CORNER BRACING 3 RAFTER - TOP PLATE DETAIL 1200WHISPERINGLANESOUTHLAKE,TXSEPTEMBER 23, 2024 1.ALLCONSTRUCTIONANDMETHODSSHALLADHERETOTHE2021PROVISIONOFTHEIRC(INTERNATIONALRESIDENTIALCODE)ASADOPTEDBYTHECITYOFSOUTHLAKE.21 SLABPIER & BEAM