ZBA26-0008-SEU-2449 Crooked Ln
PUBLIC HEARING NOTICE
ZBA26-0008
Dear Property Owner:
A request for a Special Exception Use has been filed with the Board of Adjustment of the
City of Southlake.
Special Exception Use per Zoning Ord. No. 480, as amended, Sec. 44.12(6) for a
setback reduction for a residential accessory building, on property described as Lot 3,
T. Easter No. 474 Addition and located at 2449 Crooked Lane. Current Zoning: “SF-1A”
Single Family Residential District.
The purpose of this request is to seek approval of a Special Exception Use for a patio addition
to an existing barn with 13’2” setbacks.
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
Special Exception Use.
Please contact the Planning and Development Services Department if you have any
questions at (817) 748-8621.
CITY OF SOUTHLAKE
PLANNING & DEVELOPMENT SERVICES 1400 Main St.; Suite 310
Southlake, TX 76092
Phone: (817) 748-8621
www.cityofsouthlake.com Zoning Board of Adjustment
Thursday, June 11, 2026
6:30 PM
Town Hall Council Chambers
1400 Main Street
Southlake, Texas
Notification Response Form
ZBA26-0008:
Special Exception Use for 2449 Crooked Ln
Meeting Date: June 11, 2026
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 application referenced above.
Space for comments regarding your position:
___________________________________________________________
___________________________________________________________
___________________________________________________________
___________________________________________________________
___________________________________________________________
Signature: _______________________________________ Date: ______
Additional Signature: _______________________________ Date: ______
Printed Name(s): _____________________________________________
Must be property owner(s). 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
Mr. & Mrs. Varia2449 Crooked LnSouthlake, TX 76092OWNERARCHITECTURAL DESIGNERIntegrated Design BIM Solutions LLC5000 Cedar Elm Dr.,McKinney, TX. 75070(P) 214-930-1216 e-mail - afrimazizolli@gmail.comContact: Afrim Azizolli, Director of DesignGENERAL CONTRACTORFIRST NAME____LAST NAMETO BE DETERMINEDSTRUCTURAL ENGINEER2CMD Engineering & Consulting, Inc.1307 Hillary LaneArlington, TX. 76012(P) 817-459-1420 (F) 877-568-9113Contact: Azeem Yasin, P.E.PROJECT TEAMANNOTATION LEGENDWALL SECTIONWINDOW/ STOREFRONT TYPEKEYNOTEDETAILBUILDING SECTION1XX-XXFURNITURE/ EQUIPMENTEXTERIOR ELEVATIONA-XXXXINTERIOR ELEVATIONXXXDOOR NUMBERXXX ASI, RFI, CO, PR OR CCD REVISIONSCASEWORK DEPTHCASEWORK WIDTHCASEWORK LOCKS AS INDICATEDROOM NAME AND #RevisionDescriptionXADDENDUM, OWNER OR JURISDICTION REVISIONS / CHANGESX' - X" CEILING HEIGHT1A-XXXA(X)Z##- AWALL TAG1A-XXXXX.XXXX A-XXX1A-XXXD 1' - 0"Model NumberW 1' - 0"LOCKCABINET NUMBERDEMOLITION KEYNOTEX.XX1. GENERAL CONTRACTOR SHALL COORDINATE THE CONSTRUCTION SEQUENCE.2. EACH CONTRACTOR SHALL VISIT THE SITE, BECOME FAMILIAR WITH ALL CONDITIONS AND REVIEW THE DRAWINGS PRIOR TO BIDDING OR CONSTRUCTION.3. ALL WORK SHALL BE PERFORMED IN COMPLIANCE WITH APPLICABLE LOCAL, COUNTY, STATE, AND FEDERAL LAWS, CODES AND ORDINANCES.4. THE GENERAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES.5. ALL CONTRACTORS ARE TO VERIFY ALL DIMENSIONS, SHOULD THERE BE ANY DISCREPANCIES NOTIFY THE DESIGN TEAM PRIOR TO COMMENCEMENT OF WORK. DO NOT SCALE DRAWINGS UNLESS OTHERWISE DIRECTED.6. GENERAL CONTRACTOR SHALL CONSULT WITH THE DESIGN TEAM TO RESOLVE ANY OMISSIONS, CHANGES, OR DISCREPANCIES IN THE PLANS PRIOR TO BIDDING OR CONSTRUCTION.7. THE GENERAL CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR A COMPLETE JOB.8. ALL MATERIALS, SUBMITTALS AND ITEM SUBSTITUTIONS MUST BE REVIEWED BY THE GENERAL CONTRACTOR AND APPROVED BY THE OWNER.9. SHOULD THIS PLAN SET BE USED AS A BID DOCUMENT, PROVIDE DESCRIPTION OR ALLOWANCES FOR ANY UNSPECIFIED MATERIALS SUCH AS FINISHES, FLOORING, BRICK, SHINGLE, TILE, BASE, FIXTURES, LANDSCAPE MATERIAL, ETC. AS PART OF BID TO OWNER. 10. ALL MATERIALS PROVIDED AND INSTALLED SHALL BE WARRANTED FOR NOT LESS THAN ONE YEAR UNLESS OTHERWISE NOTED.11. THE GENERAL CONTRACTOR SHALL COORDINATE AND PROVIDE ANY REQUIRED ASBESTOS, MOLD OR HAZMAT TESTING AS NECESSARY FOR THE PROJECT PER LOCAL, COUNTY, STATE, AND FEDERAL LAWS.12. THESE DRAWINGS INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF THE ARCHITECTURAL DESIGN CONCEPT, BUILDING DIMENSIONS, OUTLINE OF MAJOR ARCHITECTURAL ELEMENTS OF CONSTRUCTION. AS SCOPE DOCUMENTS THESE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL THE WORK REQUIRED FOR THE PROJECTS FULL PERFORMANCE AND COMPLETION. CONTRACTOR, SUB-CONTRACTORS, AND SUPPLIERS SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING AS INDICATED, IMPLIED, OR AS REQUIRED BY ALL APPLICABLE LOCAL, STATE, FEDERAL, CODES, LAWS, AND REGULATIONS, WITHOUT ADJUSTMENT TO CONTRACT PRICE. 13. THE RESPONSIBILITY FOR FINAL PERFORMANCE, CODE COMPLIANCE, INTERFACE, AND COMPLETION OF THE WORK AND THE PROJECT SHALL BE THE GENERAL CONTRACTOR. 14. CONTRACTOR SHALL VERIFY ALL ROUGH OPENINGS FOR WINDOWS AND DOORS PRIOR TO ORDERING PRODUCTS TO ENSURE PROPER SIZING AND FIT.PROJECT SPECIFIC NOTES TO G.C.15. THE DRAWINGS GENERALLY DESCRIBE THOSE PORTIONS OF THE EXISTING CONDITIONS WHICH ARE TO BE REMOVED; THESE DRAWINGS DO NOT NECESSARILY DESCRIBE ALL DEMOLITION THAT WILL BE REQUIRED IN ORDER TO CONSTRUCT THE NEW WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION OF ALL PORTIONS OF THE EXISTING CONDITIONS NECESSARY AS REQUIRED BY THEOWNER TO CONSTRUCT AND COORDINATE WITH THE NEW WORK SHOWN ON THE DRAWINGS, IF UNCERTAIN WHETHER AN EXISTING ELEMENT IS TO BE REMOVED, CONTACT DESIGNE/ENGINEER OR OWNER BEFORE PROCEEDING.16. UNLESS NOTED OTHERWISE, NUMERICAL DESIGNATIONS IN THE DRAWINGS ARE NOT INTENDED TO IMPLY SEQUENCE OF CONSTRUCTION OR DEMOLITION.17. BASED ON THE CONTRACTOR'S "MEANS AND METHODS" FOR CONSTRUCTION, CONTRACTOR SHALL DETERMINE INTERMEDIATE STAGING AND SEQUENCING OF THE DEMOLITION, TEMPORARY WORK AND NEW WORK TO ENSURE CONTINUOUS AND SAFE OCCUPATION OF EXISTING BUILDING.18. THE CONTRACTOR SHALL MAKE PROVISIONS FOR ALL DEMOLITION AND CONSTRUCTION PROCESSES TO TAKE PLACE IN A MANNER SO AS NOT TO AFFECT THE NORMAL OPERATION OF THE BUILDING.19. ALL LIFE SAFETY SYSTEMS, EXITING AND SERVICES ARE TO BE MAINTAINED THROUGHOUT DEMOLITION AND CONSTRUCTION WORK. IF THE CONTRACTOR PROPOSES TO INTERRUPT THE LIFE SAFETY SYSTEMS, EXITING, THE CONTRACTOR IS REQUIRED TO PROVIDE TEMPORARY SECURITY AND/OR FIRE PROTECTION SERVICES DURING THE INTERRUPTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER AND LOCAL JURISDICTION OF CODE ENFORCEMENT.20. MAINTAIN AND PROTECT THE OCCUPANTS CIRCULATION PATHS AND EXITING FROM BUILDING DURING DEMOLITION AND CONSTRUCTION. OBTAIN APPROVAL FOR ALL TEMPORARY WALKWAY/EXITS FROM LOCAL JURISDICTION OF CODE ENFORCEMENT. COORDINATE DEMOLITION AND CONSTRUCTION ACTIVITIES AT BUILDING ENTRANCE STRUCTURES AND DOORS WITH OWNER, SO AS TO ACCOMMODATE NORMAL BUILDING INGRESS AND EGRESS AT ALL TIMES.21. NOTIFY OWNER PRIOR TO COMMENCEMENT OF ALL ELECTRICAL, MECHANICAL, PLUMBING AND FIRE PROTECTION WORK. OBTAIN OWNER'S AUTHORIZATION 72 HOURS IN ADVANCE FOR ANY DISRUPTION OF SERVICES. IN NO CASE SHALL DISRUPTION OF SERVICES OCCUR IN OWNER OCCUPIED AREAS.22. CONTRACTOR TO INFORM DESIGNER/ENGINEER IF THERE ARE ANY UNFORESEEN STRUCTURAL MEMBERS, MISCELLANEOUS OBJECTS OR UNIDENTIFIED UTILITY LINES FOUND DURING DEMOLITION WORK.23. ALL DEMOLITION WORK AFFECTING ADJACENT SPACES/BUILDINGS, OR OTHER OCCUPIED PORTIONS OF THE BUILDING MUST BE COORDINATED WITH THE OWNER. NO WORK SHALL BE DONE WITHOUT PRIOR AUTHORIZATION FROM THE OWNER.24. CONTRACTOR SHALL MEET WITH OWNER FOR PRE-DEMOLITION CONSTRUCTION MEETING TO COORDINATE EXTENT OF DEMOLITION CONSTRUCTION DETAILS, AND TIMING WITH BUILDING OPERATIONS, PRIOR TO START OF WORK.25. ALL SALVAGE MATERIALS SELECTED BY THE OWNER SHALL BE PROTECTED AND STORED IN OWNER SELECTED LOCATION.26. TEMPORARY ENCLOSURES WILL BE SECURE AND STRUCTURALLY SOUND.27. ALL ITEMS WHICH ARE DESIGNATED FOR RE-USE/RE-INSTALLATION WILL BE CAREFULLY REMOVED AND LABELED, CLEANED, PACKAGED/WRAPPED FOR PROTECTION, AND STORED IN OWNER'S DESIGNATED STORAGE AREA UNTIL NEEDED FOR RE-INSTALLATION.28. "PROPER DISPOSAL" INCLUDES RECYCLING/RECLAIMATION AS DIRECTED BY OWNERSHIP AND/OR AS AVAILABLE LOCALLY AND/OR VIA ASSOCIATED VENDORS AND MANUFACTURERS PROGRAMS.29. CONTRACTOR IS RESPONSIBLE FOR FIRE ALARM, AUTOMATIC INITIATING DEVICES, SMOKE DETECTORS, HEAT DETECTORS, FLAME DETECTORS. GOVERNING CODES CODE AUTHORITY:CODE ANALYSIS IS BASED ON THE INTERNATIONAL BUILDING CODE, 2021 EDITION; AND TEXAS ACCESSIBILITY STANDARDS (TAS), 2012 EDITION.GENERAL BUILDING INFORMATIONDESCRIPTION OF WORKTHE PURPOSE OF THIS PROJECT IS TO REMODEL AN EXISTING BARN - CONVERT IT INTO A MAN CAVE. USE GROUP: R-RESIDENTIALTOTAL SITE AREA = 65,099 S.F.ALLOWED COVERED STRUCTURES AT 3% OF TOTAL SITE AREA = 1,953 S.F. TOTAL COVERED STRUCTURE NOT-ATTACHED TO MAIN BUILDING (INCLUDING NEW BARN PATIO) = 1,192 S.F. - LESS THAN 2%BUILDING CONSTRUCTION CONSTRUCTION TYPE: V-B NO FIRE RATING REQUIRED APPLICABLE CODES:International Building Code: 2021 IBC - Ordinance No. 1246International Mechanical Code: 2021 IMC - Ordinance No. 1249International Energy Conservation Code: 2021 IECC - Ordinance No. 1247International Fuel Gas Code: 2021 IFGC - Ordinance No. 1251International Fire Code: 2021 IFC - Ordinance No. 1248International Plumbing Codes: 2021 IPC - Ordinance No. 1250International Residential Code: 2021 IRC - Ordinance No. 1252International Existing Building Code: 2021 IEBC - Ordinance No. 1253International Property Maintenance Code: 2021 IPMC - Ordinance No. 1255National Electrical Code: 2023 NEC 1BIM Solutions, LLC5000 Cedar Elm Dr., McKinney, TX 75070Integrated DesigniBDs Issue / Revisions:No.DateDescription2/28/2026G-001COVER SHEETIDBS No: 24044BARN REMODELING2449 Crooked LnSouthlake, TX 76092Mr. & Mrs. VariaDRAWING INDEXSHEETNUMBERSHEET NAMEGENERALG-001 COVER SHEETG-002 PROJECT SCHEDULESG-003 ABBREVIATIONSSTRUCTURALS1.00 GENERAL STRUCTURAL NOTESS1.01 GENERAL STRUCTURAL NOTESS2.01 BARN STRUCTURAL PLANSS3.01 STRUCTURAL DETAILSARCHITECTURALA-100 PROPOSED SITE PLANA-101 BARN PLANSA-102 BARN SECTIONS & ELEVATIONSAD-100 DEMOLITION BARN PLANSMEP-101 BARN PLANSGENERAL PROJECT NOTESLOCATION: ...........2449 Crooked Ln Southlake, TX 76092DESCRIPTION OF WORK:REMODELING AND ADDITION :1. REMODEL EXISTING BARN TO TURN IT INTO A MAN CAVE PLACE WITH A COVERED PATIO. REPLACE BARN DOUBLE DOORS WITH CONTEMPORARY WOOD GARAGE DOORS. REMOVE EXISTING ROOFING ASPHALT SHINGLES AND PROVIDE R38 RIGID POLYISO ROOF INSULATION WITH STANDING SEAM METAL ROOFING SYSTEMS. PROVIDE MIN. R20 FIBERGLASS BATT INSULATION IN ALL EXISTING BARN EXTERIOR WALLS.PROJECT INFORMATION Mr. & Mrs. VariaBARN REMODELING FOR2449 CROOKED LNSOUTHLAKE, TX 76092ISSUED FOR PERMIT(CITY COMMENTS)OVERALL EXISTING CONDITIONED AREAS UNDER ROOFEXISTING BARN ...................................................................................................................... +/- 820 S.F.OVERALL PROPOSED CONDITIONED AREAS UNDER ROOFPROPOSED MAN CAVE = EXISTING BARN (NO CHANGE IN S.F.) ........................................... +/- 820 S.F.OVERALL PROPOSED UNCONDITIONED AREAPROPOSED MAN CAVE OUTDOOR PATIO ............................................................................... +/- 372 S.F.1 2.28.2026 CITY COMMENTS11
48"HAT AND COAT HOOKHAND DRYERTO OPERATION44"TO OPERATION44"SURFACE MOUNTED PAPER TOWEL DISPENSERTO OPERATION AT LAVATORY44"SURFACE MOUNTED SOAPDISPENSERTO REFLECTIVE SURFACE40" MAX.FRAMED MIRRORT.A.S. 603.3AT LAVATORY T.A.S. 606.334" MAX.35" MAX.FRAMED MIRROR UNOBSTRUCTEDT.A.S. 603.31. MOUNTING HEIGHTS SHOWN ARE TYPICAL U.N.O.2. ACCESSORIES SHOWN MAY OR MAY NOT OCCUR ON DRAWINGS.3. DIMENSIONS ARE FROM FINISH MATERIAL, TYPICAL.4. GENERAL CONTRACTOR SHALL PROVIDE BLOCKING AS REQUIRED FOR INSTALLATION OF ALL ITEMS.FIXTURE LEGENDTOILET SEAT 15" MIN18" STDELECTRICAL PLUG-IN DATAPORTS/TELEPHONE JACKLIGHT SWITCH/ THERMOSTAT CONTROLS48" MAXABOVE COUNTERS44" MAX1' - 5"HORIZONTAL SPAN OF FLOOR BETWEEN BEAMSROOF31 TO 50 FEETUP TO 30 FEET51 TO 60 FEET61 TO 70 FEET2.5 INCHES1.5 INCH3 INCHES3.5 INCHESSLIP SPACE SCHEDULE1. REFER TO STRUCTURAL DRAWINGS FOR BEAM SPANS.2. SLIP SPACES GREATER THAN 1 1/2" SHALL USE PROPRIETARY DEEP LEG DEFLECTION TRACK.PARTITION PRIORITY:ACOUSTICNO FIRE OR ACOUSTIC RATINGTHE HIGHERPRIORITY WALL IS CONTINUOUSTHE LOWERPRIORITY WALL IS TERMINATEDGYPSUM BOARD OF HIGHER PRIORITY WALL CONTINUES THROUGH INTERSECTIONPARTITION TYPEPARTITION TERMINATIONS AT EXTERIOR WALL:THE UNRATED WALL IS TERMINATED AT INTERIOR GYPSUM BOARD OF EXTERIOR WALLEXTERIOR WALL INTERIOR GYPSUM BOARDSCHEDULED EXTERIOR WALLUNRATED INTERIOR PARTITIONSEALANT, TYPNOTE:WALLS ARE NOT CONNECTEDBACKING PLATE DETAIL:MAXLOADSIN LBSBACKING DESCRIPTIONMINIMUM STUD GAUGESHT MTL SCREW SIZE6" MTL STUD X 14 GA16#10BACKING PLATE SCHEDULE1. PROVIDE BACKING PLATE AT ALL TOILET ACCESSORIES AND WALL MOUNTED EQUIPMENT. PROVIDE TYPE OF BACKING BASED ON SIZE AND WEIGHT OF MOUNTED ITEM, INCLUDE ANTICIPATED IMPOSED LOAD ON ITEM (IE GRAB BARS AND CABINETS).2. EXTEND BACKING PLATE TO NEXT STUDS BEYOND SIDES OF MOUNTED ITEM.3. PROVIDE METAL SLEEVES THROUGH GYPSUM BOARD AND WALL FINISH AT FIXTURE AND EQUIPMENT FASTENING.4. MAXIMUM LOADS SHOWN ARE MAXIMUM ALLOWABLE LOADS FOR THE DIRECTION SHOWN FOR EACH CONDITION. ABCVH100104901007602706" MTL STUD X 16 GA20#106" HIGH SHT MTL X 16 GA20#10CONDITIONSTUDS AS INDICATED IN PARTITION TYPESBACKING: REFER TO SCHEDULE BELOWSHEET METAL SCREWS, TYPICALV LOADH LOADV LOADH LOADB & CA1-HIGHEST2 - LOWESTPRIORITYVAPOR RETARDEROTHER FLOORS3.3 INCHES2 INCH4 INCHES4.7 INCHESPARTITION NOTES:A. STUD SPACING IS 16 INCHES ON CENTER MAX.B. REFER TO THE ARCHITECTURAL FLOOR PLANSC. LABEL "SOUND" ON ALL SOUND RATED WALLS IDENTIFIED.D. SEAL ALL PENETRATIONS & OPENINGS (INCLUDING THE PERIMETER)PER SPECIFICATIONS IN ALL SOUND RATED WALLS INDICATED BY A "#" SUFFIX.E. THE PARTITION TYPES INDICATE THE BASIC WALL CONSTRUCTION ONLY. REFER TO ALL OF THE CONSTRUCTION DOCUMENTS FOR OTHER REQUIREMENTS INCLUDING: MECHANICAL, ELECTRICAL, PLUMBING, BLOCKING & BACKING, WALL BASE, WALL FINISH, AND RECESSED & SURFACE MOUNTED EQUIPMENT.F. ALL ASSEMBLIES SHALL BE TESTED BY UNDERWRITERS LABORATORY OR OTHER TESTING FACILITY ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION. THE ASSEMBLY SHALL ALLOW VERTICAL MOVEMENT PER THE SLIP SPACE SCHEDULE.G. WHEN WALLS CONTINUE PAST INTERMEDIATE STRUCTURE, FOR EXAMPLE IN MULTI-STORY STAIR ENCLOSURES, ATTACHMENT TO INTERMEDIATE STRUCTURE SHALL BE WITH A SLOTTED CONNECTION OR OTHER MEANS SO THAT STRUCTURAL DEFLECTION WILL NOT TRANSFER LOADS TO WALL FRAMING.GENERAL ACCESSIBILITY INFORMATION (T.A.S.)LC15" MIN.7"-9"48" MAX.TOILET PAPER DISPENSER OUTLET LOCATION T.A.S. 604.7ALL ACCESSIBLE DIMENSIONS ARE TO FINISH FACE, AND MUST BE MAINTAINED AT ALL TIMES.CLEARANCE FOR BATHTUBS T.A.S. 607.2(b)permanent seatBACK WALLHEAD ENDWALLCONTROL END WALLBATHTUBLENGTH OFMIN30"FRONT APPROACH, PUSH SIDE, LATCH ONLYFRONT APPROACH, PUSH SIDE, DOOR PROVIDED WITH BOTH CLOSER AND LATCHFRONT APPROACH, PULL SIDEHINGE APPROACH, PULL SIDEHINGE APPROACH, PULL SIDEHINGE APPROACH, PUSH SIDEHINGE APPROACH, PUSH SIDE, DOOR PROVIDED WITH BOTH CLOSER AND LATCHLATCH APPROACH, PULL SIDELATCH APPROACH, PULL SIDE, DOOR PROVIDED WITH CLOSERLATCH APPROACH, PUSH SIDELATCH APPROACH, PUSH SIDE, DOOR PROVIDED WITH CLOSER48" MIN.48" MIN.48" MIN.SERIES (A)60" MIN.18" MIN.48" MIN.48" MIN.12" MIN.22" MIN.42" MIN.54" MIN.42" MIN.60" MIN.36" MIN.48" MIN.22" MIN.48" MIN.24" MIN.54" MIN.24" MIN.24" MIN.42" MIN.48" MIN.24" MIN.SERIES (C)SERIES (B)MANEUVERING CLEARANCES AT DOORS T.A.S. 404.2.4.1DOORS IN SERIES T.A.S. 404.2.6DOOR NOTE:REFER TO LATEST EDITION OF TAS SECTION 404.2.9 DOOR AND GATE OPENING FORCE FOR DOOR FORCE REQUIREMENTS.TYPE ATYPE BTYPE CTYPE DTYPE ETYPE FTYPE GTYPEHTYPE JTYPEKTYPELUNDERSIDE OFSTRCUTURE2x DOUBLE TOP PLATEBASEBOARD; TYP.FLOOR FINISH-SEE ID DWGS ROOMFINISH SCHEDULESEALANT AT BOTHSIDES TO FLOOR2X4 WOOD SILLPLATE @ 16" O.C.PRESSURE TREATEDWHEN IN CONTACTWITH CONCRETE2 x 4 STUD @ 16" O.C.2X4 WOOD STUDS @ 16" O.C.2X4 WOOD STUDS @ 16" O.C.PLANROOF TYPESCEILING TYPES5/8" GYPSUM BOARD-(PROVIDEMOISTURE RESISTANT GYP BD ATWET WALLS)PLYWOOD REF: PLANSEXISTING FRAMING6 3/4" @ 2X6 STUDS4 3/4" @ 2X4 STUDS2x4 FRAMING AT 24" O.C.5/8" GYP BOARD TEXTURED ANDPAINTED2x DOUBLE TOP PLATEBASEBOARDFLOOR FINISH-SEE ID DWGS ROOMFINISH SCHEDULE2X4 WOOD SILL PLATE @ 16" O.C.PRESSURE TREATED WHEN INCONTACT WITH CONCRETECEILING PER ROOM FINISHSCHEDULE2x4 FRAMING @ 16" OC2x @ 16" O.C.2x @ 16" O.C.U.N.O. IN WALL TAG6"PLANR-38 BATT INSULATIONSECTIONSTANDING SEAM METAL ROOF OVER 1/2" ROOF DECKING BIM Solutions, LLC5000 Cedar Elm Dr., McKinney, TX 75070Integrated DesigniBDs Issue / Revisions:No. Date Description2/28/2026G-002PROJECTSCHEDULESIDBS No: 24044BARN REMODELING2449 Crooked LnSouthlake, TX 76092Mr. & Mrs. Varia1" = 1'-0"ROOF AND WALL ASSEMBLIES
BIM Solutions, LLC5000 Cedar Elm Dr., McKinney, TX 75070Integrated DesigniBDs Issue / Revisions:No. Date Description2/28/2026G-003ABBREVIATIONSIDBS No: 24044BARN REMODELING2449 Crooked LnSouthlake, TX 76092Mr. & Mrs. VariaABBREVIATIONSAA.C. AIR CONDITIONINGA.C.I. AMERICAN CONCRETEINSTITUTEA.C.T., A.T. ACOUSTICAL CEILING TILEA.D.A. AMERICAN WITHDISABILITIES ACTA.E.D. AUTOMATED EXTERNALDEFIBRILLATORA.F.F. ABOVE FINISHED FLOORA.H.U. AIR HANDLING UNITABV. ABOVEACC. ACCESSIBLEAD., ADMIN. ADMINISTRATIONADJ. ADJACENTADJUST. ADJUSTABLEAL., ALUM. ALUMINUMALT. ALTERNATEANC. ANCHORANC. B. ANCHOR BOLTAPPROX. APPROXIMATEARCH. ARCHITECTASPH. ASPHALTASSYS. ASSEMBLIESBB.O. BOTTOM OFB.O.B. BOTTOM OF BEAMB.O.R. BOTTOM OF RAMPB.O.S. BOTTOM OF STEELB.U.R. BUILT UP ROOFBD., BRD. BOARDBLDG. BUILDINGBLKG. BLOCKINGBLW. BELOWBM BENCH MARKBM. BEAMBOTT., BTM. BOTTOMBRG. BEARINGBTWN. BETWEENCC. COURSE (BRICK, ETC)C.B. CHALK BOARDC.F. CUBIC FEETC.I. CAST IRONC.J. CONTROL JOINTC.L. CENTER LINEC.M.P. CORRUGATED METAL PIPEC.M.U. CONCRETE MASONRY UNITC.O. CLEAN OUTC.R. COLD ROLLEDC.T. CERAMIC TILECAB. CABINETCER. CERAMICCLG. CEILINGCLKG. CAULKINGCLR. CLEARCNTR. COUNTERCNTR. FLG. COUNTER FLASHINGCOL. COLUMNCOMP. COMPOSITIONCONC. CONCRETECOND. CONDITIONCONST. CONSTRUCTIONCONT. CONTINUOUSCORR. CORRIDORCPT. CARPETCSK. COUNTERSUNKCSWK. CASEWORKCTR. CENTERCTRD. CENTEREDDD. DRYERD.B. DISPLAY BOARDD.F. DRINKING FOUNTAIND.S. DOWNSPOUTDBL. DOUBLEDEG. DEGREESDEMO. DEMOLITIONDEPT. DEPARTMENTDIA. DIAMETERDIM. DIMENSIONDISP. DISPENSERDN. DOWNDO. DITTODR. DOORDTL. DETAILDW. DISHWASHERDWG. DRAWINGDWR. DRAWERE(E.), EXIST. EXISTINGE. EASTE.C. ELECTRICAL CONTRACTORE.D.F ELECTRIC DRINKINGFOUNTAINE.J. EXPANSION JOINTE.W. EACH WAYE.W.C. ELECTRIC WATER COOLEREA. EACHELEC. ELECTRICALELEV. ELEVATIONENCL. ENCLOSUREEQ. EQUALEQUIP. EQUIPMENTETC. ET. CETERAETR., ENTR. ENTRANCEEXP. EXPANSIONEXP. ANC. EXPANSION ANCHOREXTR. EXTERIORFF.A.C.P. FIRE ALARM CONTROLPANELF.B. FIRE BLANKETF.C.U. FAN COIL UNITF.D. FLOOR DRAINF.D.C. FIRE DEPARTMENTCONNECTIONF.E. FIRE EXTINGUISHER (WALLMOUNTED)F.E.C. FIRE EXTINGUISHERCABINETF.F. FINISHED FLOORF.F.E. FINISHED FLOORELEVATIONF.G. FINISHED GRADEF.H.C. FIRE HOSE CABINETF.O. FACE OFF.P. FIRE PROOFINGF.R.T.W. FIRE RATED TREATEDWOODF.S. FULL SIZEF.V. FIELD VERIFYFIN. FINISHFIN. FL. FINISHED FLOORFLG. FLASHINGFLR. FLOORFND. FOUNDATIONFT. FOOT/ FEETFTG. FOOTINGFUT. FUTUREGG.B. GRAB BARG.B.F. GYPSUM BOARD FURRINGG.B.P. GYPSUM BOARDPARTITIONG.C. GENERAL CONTRACTORG.I. GALVINIZED IRONG.W.B. GYPSUM WALL BOARDGA. GAUGEGALV. GALVANIZEDGR. GRADEGUT. GUTTERGYP. GYPSUMGYP. BD. GYPSUM BOARDHH.C. HOLLOW COREH.L. HORIZONTAL LOUVERH.M. HOLLOW METALHD. HEADHD. WD. HARDWOODHDW. HARDWAREHGT., HT. HEIGHTHORIZ. HORIZONTALHR. HOURHWY HIGHWAYII.B.C. INTERNATIONAL BUILDINGCODEI.D. INSIDE DIAMETERIN. INCHESINSUL. INSULATIONINT. INTERIORJJST. JOISTJT. JOINTKK.B. KNOX BOXK.P. KICK PLATEKIT. KITCHENLL. LENGTHL.F. LINEAR FEETL.W. LIGHT WEIGHTLAV. LAVATORYLB. POUNDLOC. LOCATIONLV. LOUVERMM.B. MARKER BOARDM.C. MECHANICALCONTRACTORM.C.S. MARMOLEUM COMPOSITEM.H. MAN HOLEM.L. METAL LATHM.O. MASONRY OPENINGM.P.E. MECHANICAL, PLUMBING,ELECTRICALM.S. METAL STUDMAS. MASONRYMATL. MATERIALMAX. MAXIMUMMECH. MECHANICALMFR. MANUFACTURERMIN. MINIMUMMISC. MISCELLANEOUSMLDG MOULDINGMTD. MOUNTEDMTL. METALMTR. MOTORNN. NORTHN.A. NOT APPLICABLEN.F.P.A. NATIONAL FIREPROTECTIONASSOCIATIONN.F.R. NO FINISH REQUIREDN.I.C. NOT IN CONTRACTN.L.B. NON LOAD BEARINGN.T.S. NOT TO SCALENO., # NUMBERNOM. NOMINALOO.C. ON CENTERO.D. OUTSIDE DIAMETERO.F.C.I. OWNER FURNISHEDCONTRACTOR INSTALLEDO.F.O.I. OWNER FURNISHEDOWNER INSTALLEDO.H. OPPOSITE HANDOCC. OCCUPANTOFF. OFFICEOPNG. OPENINGOPP. OPPOSITEPP. LAM., PL PLASTIC LAMINATEP.C. PLUMBING CONTRACTORP.L.F. POUNDS PER LINEAR FOOTP.S. PROJECTION SCREENP.S.F. POUNDS PER SQUAREFOOTP.S.I. POUNDS PER SQUAREINCHPART. PARTIALPLAS. PLASTERPLBG.,PLUMB.PLUMBINGPLT. PLATEPLYWD. PLYWOODPR. PAIRPR., PRES. PRESSUREPREFAB. PREFABRICATEDPREP. PREPAREPROV. PROVIDEDPT., PTD. PAINTEDPTN. PARTITIONPVC POLY VINYL CHLORIDEQQ.T. QUARRY TILERR.&S. ROD AND SHELFR., RAD. RADIUSR.A. RETURN AIRR.D. ROOF DRAINR.L. ROOF LEADERR.O. ROUGH OPENINGR.R. RESTROOMR.T.U. ROOF TOP UNITRE. REFERREC. RECOMMENDATION(S)RECPT. RECEPTACLEREF. REFERENCEREFG. REFRIGERATORREFL. REFLECTEDREG. REGULARREINF. REINFORCINGREQ. REQUIREDREV. REVERSERM. ROOMRUST. RUSTIFICATIONSS. SOUTHS. STL. STAINLESS STEELS.C. SOLID CORES.F. SQUARE FEETS.N.D. SANITARY NAPKINDISPOSALS.S. STORM SEWERS.S.R. STANDARD SEAM ROOFS.T.C. SOUND TRANSMISSIONCLASSS.Y. SQUARE YARDSAG SUSPENDED ACOUSTICALGRIDSAN. S. SANITARY SEWERSCHED. SCHEDULESECT. SECTIONSG STAIN GRADESHT. SHEETSHTNG SHEATHINGSIM. SIMILARSP. SPACESSPEC.(S) SPECIFICATIONSPECD. SPECIFIEDSQ. SQUARESS SOLID SURFACESTAG. STAGGEREDSTD. STANDARDSTF. STAFFSTL. STEELSTND. STANDARDSTOR. STORAGESTRUCT. STRUCTURALSUSP. SUSPENDEDSWG. STANDARD WIRE GUAGESYM. SYMMETRICALSYS. SYSTEMTT. TEMPEREDT. & G. TONGUE AND GROOVET.A.S. TEXAS ACCESSIBILITYSTANDARDST.B. TACK BOARDT.B.T.P. TAPE, BED, TEXTURE, ANDPAINTT.C. TOP OF CURBT.O. TOP OFT.O.C. TOP OF CONCRETET.O.F. TOP OF FLATWORKT.O.L TOP OF LANDINGT.O.P. TOP OF PARAPETT.O.R. TOP OF RAMPT.O.S. TOP OF STEELT.O.W. TOP OF WALLT.S. TUBULAR STEELTEL. TELEPHONETERR. TERRAZZOTHK. THICKTHLD. THRESHOLDTLT. TOILETTR. TREATEDTR.S. TRANSITION STRIPTYP. TYPICALUU.C. UNDER COUNTERU.H. UNIT HEATERU.L. UNDERWRITER'SLABORATORYU.N.O. UNLESS NOTEDOTHERWISEVV.C.P. VITRIFIED CLAY PIPEV.C.T. VINYL COMPOSITION TILEV.I.F. VERIFY IN FIELDV.O.S. VERIFY ON SITEV.T.R. VENT THROUGH ROOFV.W.C. VINYL WALL COVERINGVER. VERIFYVERT. VERTICALVEST. VESTIBULEVOL. VOLUMEWW. WEST, WIDTH, WASHERW.C. WATER CLOSET, WHEELCHAIRW.H. WATER HEATERW.I. WROUGHT IRONW.P. WORKING POINTW.R. WATER RESISTANTW.W.F. WELDED WIRE FABRICW/ WITHW/O WITHOUTWD. WOODWDW. WINDOWWNSCT. WAINSCOTWP. WATERPROOFWT. WEIGHTWTR. WATERYYD YARD
37' - 3"(V E RI F Y )2 2 ' - 1 "2 0 ' - 0 "NEW WATER FOUNTAIN (BY OWNER)NEW COVERED PATIO AND METAL ROOFING ON EXISTING BARNMAIN HOUSE BUILDING FOOTPRINTSHADED AREA INDICATES AREA NOT IN THIS CONTRACT37' - 4"S E T B A C K5' - 0 "P R O P E R T Y L IN E
1 3 ' - 2 " F R O M A. THE GC SHALL CONFIRM FINAL PLACEMENT OF NEW CONSTRUCTION FOOTPRINT WITHIN EXISTING PROPERTY BOUNDARIES.B. THE GC SHALL SITE VERIFY ALL CONDITIONS AND MEET ALL CITY OF SOUTHLAKE, TX CODES AND ORDINANCES.C. THE GC SHALL HAVE SITE CLEAN PRIOR TO THE COMMENCEMENT OF WORK, AND AFTER PROJECT IS COMPLETE. ALL FINISH GRADES ARE TO SLOPE UNIFORMLY AWAY FROM THE BUILDING.D. ALL FLATWORK ADJACENT TO RESIDENCE SHALL HAVE A MINIMUM OF 1% SLOPE AWAY FROM FINISH FLOOR, UNLESS OTHERWISE NOTED. E. THE GC SHALL LOCATE, COORDINATE, AND MAKE ALL NECESSARY PROVISIONS TO CONNECT TO ALL EXISTING AND NEW UTILITES AS REQUIRED.F. THE GC SHALL CONSTRUCT ALL NEW CONCRETE AND ALL SITE WORK APPLIACABLE TO THIS PROJECT BASED ON THE 2021 IRC CITY OF SOUTHLAKE STANDARD DETAILS. ANY TIE-IN TO EXISTING MATERIALS SHALL BE DONE WITH SMOOTH TRANSITIONS. PROTECT ALL EXISTING MATERIALS, REPLACE ANY DAMAGED MATERIALS CAUSED BY CONSTRUCTION. G. THE GC SHALL PROTECT ALL UTILITIES DURING THE CONSTRUCTION OF THE PROJECT.H. THE GC SHALL PROTECT ALL EXISTING VEGETATION THAT IS TO REMAIN UNLESS OTHERWISE NOTED.I. THE GC SHALL COORDINATE WITH WATER WELL CONTRACTOR THE SUBMITTAL FOR THE PLUGGING REPORT TO TCEQ AS PART OF THEIR GUIDELINES AND STANDARDS.J. RESIDENCE FINISH FLOOR ELEVATION IS EXISTING TO REMAIN.K. THE GC TO REMOVE ALL SURFACE VEGETATION AND ROOT SYSTEMS TO A MINIMUM DEPTH OF SIX INCHES WITHIN THE BUILDING AREA/S FOR A DISTANCE OF FIVE FEET OUTSIDE THE BUILDING PERIMETER.L. NO GEOTECHNICAL REPORT WAS PROVIDED FOR THIS REMODELING CONSTRUCTION. THE GC SHALL REFER TO GENERAL STRUCTURAL NOTES.SITE NOTESBIM Solutions, LLC5000 Cedar Elm Dr., McKinney, TX 75070Integrated DesigniBDs Issue / Revisions:No. Date Description2/28/2026A-100PROPOSEDSITE PLANIDBS No: 24044BARN REMODELING2449 Crooked LnSouthlake, TX 76092Mr. & Mrs. Varia1" = 20'-0"APROPOSED SITE PLAN040'60'80'20'Graphic Scale: 1 inch = 20 feetTRUE NORTH11 2.28.2026 CITY COMMENTS
A-1021A-1024A-1022A-102331' - 11 3/4"37' - 3"37' - 3"MAN CAVE100F1, 0- W1- 0,RESTROOM101F1, B1- W2- C1,3' - 5"1' - 7"CL1' - 10"1011011011001026' - 10 1/2"37' - 3"ELEVT.O. PATIO CONCRETE ELEVATION SHALL BE 12" ABOVE EXISTING CONCRETE ELEVATIONCONCRETE STEPOPEN CEILING ABOVEA-1021A-10245A-102A-1022A-10232 / 12 SLOPE6 / 12 SLOPEEXISTING6 / 12 SLOPEEXISTINGRIDGE CAPPERIMETER GUTTERPERIMETER GUTTER1. THE CONTRACTOR AND SUBCONTRACTOR(S) SHALL VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH THE CONSTRUCTION DOCUMENTS AND SHALL IMMEDIATELY REPORT ANY AND ALL DISCREPANCIES. ERRORS, AND/OR OMISSIONS TO THE DESIGNER/ENGINEER PRIOR TO THE ORDERING OF ANY MATERIALS AND/OR THE COMMENCEMENT OF WORK.2. ALL CONSTRUCTION TO CONFORM TO ALL APPLICAPLE LOCAL, STATE AND NATIONAL BUILDING CODES.3. ALL DIMENSIONS TO BE VERIFIED AT THE JOB SITE. UNDER NO CIRCUMSTANCES SHALL ANY DIMENSION BE SCALED FROM THESE DRAWINGS. ANY CRITICAL DIMENSIONS NOT GIVEN SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER/ENGINEER PRIOR TO CONSTRUCTION. 4. EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE WINDOW FOR EMERGENCY EGRESS. ALL EGRESS WINDOWS TO MEET LOCAL CODES AND REGULATIONS. 5. PROVIDE SAFETY GLASS IN ALL THE FOLLOWING LOCATIONS: ANY BATHROOM WINDOWS WHERE THE BOTTOM OF THE GLAZING IS LESS THAN 60" ABOVE THE F.F.E., ALL WINDOWS WHERE THE BOTTOM OF THE GLAZING IS LESS THAN 12" ABOVE THE F.F.E., AND ALL EXTERIOR DOORS WITH GLAZING. 6. WINDOWS TO BE SCREWED AND INSTALLED TO MANUFACTURER'S INSTALLATION INSTRUCTIONS.7. WINDOW UNIT SIZES ARE APPROXIMATE UNIT SIZES, VERIFY ACTUAL SIZES AND ROUGH OPENING REQUIREMENTS WITH MANUFACTURER. 8. DOOR AND WINDOW HEADS, JAMBS AND SILLS TO ALIGN WITH ADJACENT UNITS U.N.O.9. ALL BOTTOM PLATES, INTERIOR AND EXTERIOR, TO BE TREATED LUMBER.FLOOR PLAN -GENERAL NOTES1. CONTRACTOR IS RESPONSIBLE FOR ALL THE DESIGN REQUIRED TO OBTAIN APPROVALS AND PERMITS AND IS REQUIRED FOR COMPLETE INSTALLATION OF MECHANICAL, ELECTRICAL, AND PLUMBING SYSTEMS.2. THE DESIGN AND INSTALLATION OF MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS SHALL COMPLY WITH ALL REQUIREMENTS AND STANDARDS OF ALL APPLICABLE CODES, GOVERNMENTAL REGULATIONS, ORDINANCES AND STATE AND LOCAL REQUIREMENTS.3. THERE ARE NO ENGINEERED HVAC DRAWINGS PROVIDED FOR THIS PROJECT. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING APPROPRIATE HEATING, COOLING, AND HUMIDITY CONTROL AS APPLICABLE IN ALL SPACES, INCLUDING EXISTING SPACES OUTSIDE THE SCOPE OF THIS PROJECT THAT ARE RE-CONFIGURED BY THE NEW CONSTRUCTION. COORDINATE ANY CONFLICTS THAT MAY ARISE IN THE FIELD WITH ENGINEER/DESIGNER OR OWNER. PROVIDE HVAC AND BALANCE REPORT AT THE PROJECT COMPLETION FOR ALL AREAS AFFECTED BY CONSTRUCTION.4. ALL WORKS IN TO MATCH EXISTING. COORDINATE WITH ENGINEER/DESIGNER AND OWNER ANY CONFLICTS THAT MAY ARISE IN THE FIELD.5. THERE ARE NO ENGINEERED ELECTRICAL DRAWINGS PROVIDED FOR THIS PROJECT. ENGINEER/DESIGNER DRAWINGS HAVE BEEN PROVIDED TO SHOW INTENDED USE OF THE SPACE. CONTRACTOR SHALL BE RESPONSIBLE FOR RE-WIRING EXISTING LIGHT FIXTURES, SWITCHES, OUTLETS AND MISCELLANEOUS DEVICES AS REQUIRED, INCLUDING EXISTING LIGHT FIXTURES, SWITCHES, OUTLETS AND MISCELLANEOUS DEVICES OUTSIDE THE SCOPE OF THIS PROJECT THAT ARE RE-CONFIGURED BY THE NEW CONSTRUCTION. ALL CIRCUITS ARE TO BE LABELED AT THE PANEL IN A CLEAR/LEGIBLE MANNER. COORDINATE WITH ENGINEER/DESIGNER ANY ADDITIONAL REQUIRED WORK NOT SHOWN HERE, OR ANY CONFLICTS THAT MAY ARISE IN THE FIELD.6. THERE ARE NO ENGINEERED PLUMBING DRAWINGS PROVIDED FOR THIS PROJECT. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING APPROPRIATE DOMESTIC WATER SUPPLY AND SEWER PIPES AS APPLICABLE IN ALL SPACES. CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTION OF NEW PLUMBING PIPES TO THE EXISTING.7. ENGINEER/DESIGNER DRAWINGS SHALL TAKE PRECEDENCE OVER OTHER TRADES' DRAWINGS WHEN CONFLICTS ARISE. BRING CONFLICTS OR INCONSISTENCIES BETWEEN ENGINEER/DESIGNER DRAWINGS OF OTHER DISCIPLINES TO THE ATTENTION OF THE ENGINEER/DESIGNER.NOTE: ZERO "0" INDICATES FINISH NOT APPLICABLE.LEGENDF1 = POLISH/SEALED CONCRETE B1 = EPOXY COVE BASE CONT. FROM FLOOR TO 6"W1 = TEXTURE AND PAINT, VERIFY W/ OWNER FINISH AND COLORW2 = USE 5/8" WATER RESISTANT GYP BOARDC1 = GYPSUM BOARD - TEXTURE AND PAINT, 7'-2" AFF ROOM NAME100F1, B1- W1- C1, H1FLOORBASEWALLCEILING TYPECEILING HEIGHTSOLID COREWOOD DOOREXISTING TO REMAIN100EXIST7' - 0"EXIST3' - 0"OVERHEAD WOOD DOORAT BARN BY OWNER, (SEE A-102 FOR INFO.)EXISTING (V.I.F.)EXISTING (V.I.F.)101ALUMINUM CLAD SINGLE HUNG WINDOWEXISTING TO REMAIN 36" EXIST36" EXISTSOLID COREWOOD DOOR1026' - 8"2' - 8"INT WALL FACING2X4 WOOD FRAMING @ 16" O.C.1/2" GYP BOARD EXISTING 2X6 WOOD FRAMING @ 16" O.C., EXISTING SIDINGEXTERIOR WALLSADD MIN. R20 BATT INSULATIONRESTROOM WALLSPRE-FIN MTL ROOF PANELCONT ICE AND WATER SHIELDPRE-FIN TRANSITION FLASHINGCONT ICE AND WATER SHIELDNAIL BASE INSULATION W/ INTEGRALOSB FACER (R-30 MIN)EXISTING PLYWOOD5/8" PLYWOOD SHEATHINGPRE-FIN MTL SOFFIT PNLPRE-FIN MTL 'J' TRIMWOOD BEAM, REF: STRUCTEXISTING EXTERIOR WALL ASSEMBLY INSULATED TO MIN R-20BIM Solutions, LLC5000 Cedar Elm Dr., McKinney, TX 75070Integrated DesigniBDs Issue / Revisions:No. Date Description2/28/2026A-101BARN PLANSIDBS No: 24044BARN REMODELING2449 Crooked LnSouthlake, TX 76092Mr. & Mrs. Varia1/4" = 1'-0"1BARN FLOOR PLAN1/4" = 1'-0"2ROOF PLANMEP DESIGN NOTES1. GeneralA. The roof system includes a standing seam metal gable roof andlow-slope roofing on patio, a floatingridge capover the gable roof. B. The structural framing consists of a combination of existing and new wood structuresas detailed.C. All roofing systems must be installed in compliance with the manufacturer’s specifications and the 2021 IRC.D. Add R30 RIGID INSULATION.2. Standing Seam RoofA. Panels must be minimum 24-gauge steel with factory-applied, baked-on Kynar 500 or equivalent finish.B. Fasteners and clips must meet the manufacturer’s uplift resistance requirements.C. A continuous waterproof underlayment must be installed beneath all standing seam roof panels.3. Roof PenetrationsA. Flash and seal all penetrations using manufacturer-approved methods and materials.4. InspectionsA. Conduct pre-installation meetings and inspections at key milestones to ensure compliance with design and manufacturer’s requirements.B. Provide wind uplift testing documentation as required for project certification.5. Safety and WarrantyA. All work must comply with OSHA safety standards.B. Provide a minimum 20-year warrantyfor the standing seam roof, covering material and workmanship.ROOF NOTES1. General ConstructionA. All construction work shall comply with the IRC 2021, the 2021 International Existing Building Code, and any applicable local regulations.B. Verify all dimensions, materials, and finishes on-site before starting construction. Report discrepancies to the Engineer/Designer.C. Framed exterior walls to be insulated to Min. R-20. Attic spaces to be insulated Min. R-38. 2. Structural ModificationsA. Coordinate with structural plans for all modifications and new patio floor, and roof. Follow details provided on structural drawings.3. DemolitionA. Refer to the Demolition Plan for specific items to be removed or retained. Protect adjacent structures and utilities during demolition.4. Plumbing FixturesA. All plumbing fixtures must comply with the specifications noted in the Plumbing Code. Locations are as per the floor plan.5. Material FinishesA. Refer to the Finish Schedule for specifications on flooring, wall, and ceiling materials in each area.B. Maintain smooth transitions between different flooring types to ensure accessibility.6. Exterior ImprovementsA. Ensure all exterior improvements match the Engineer/Designer design for continuity in aesthetics, coordinate with the owner.7. Structural PenetrationsA. Any required penetrations in existing or new structural elements must be approved and verified per structural documents.8. InspectionsA. Notify the Engineer/Designer or Owner’s Representative of all required inspections in advance, including patio foundation preparation, framing, MEP rough-ins, and final finishes.RENOVATION PLAN NOTESFINISH SCHEDULE1/4" = 1'-0"DOOR AND WINDOW TYPES1" = 1'-0"WALL SCHEDULE1" = 1'-0"ROOF SECTION AT MAN CAVE
5A-102CONTEMPORARY WOOD GARAGE DOORS. 9'-0" (W) x 7'-0" (H) G.C. VERIFY W EXISTING OPENINGREF: 3/A-102 FOR NOTES AND INFOWREF: 3/A-102 FOR NOTES AND INFO1005A-102REF: 3/A-102 FOR NOTES AND INFOREMOVE EXISTING ROOFING ASPHALT SHINGLES AND PROVIDE R38 RIGID POLYISO ROOF INSULATION WITH STANDING SEAM METAL ROOFING SYSTEMS. PROVIDE MIN. R19 FIBERGLASS BATT INSULATION IN ALL EXISTING BARN EXTERIOR WALLS.6x6 CEDAR POSTREF: STRUCT.DOWNSPOUTGUTTERGUTTERSCONCE,BY OWNERSCONCE,BY OWNER612212EXISTING EXTERIOR WALL ASSEMBLYINSULATED TO MIN R-20STANDING SEAM METAL ROOF OVER SYNTHETIC UNDERLAYMENT, ON EXISTING ROOF SHEATHINGPROVIDE R38 RIGID POLYISO ROOF INSULATION (E) TO PLATE EL(V.I.F.)TO PLATE EL(V.I.F.)7'-6" MIN.EXISTING FRAMING TO REMAIN812A-1014A-1027CONTEMPORARY WOOD GARAGE DOORS. 9'-0" (W) x 7'-0" (H) G.C. VERIFY W EXISTING OPENINGMETAL ROOFING OVER PAINTED WOOD FRAMINGGUTTER TO MATCH ROOF TRIMWOOD BEAM, REF: PLAN6"PRE-FIN MTL SOFFIT PNLPRE-FIN MTL 'J' TRIMPRE-FIN MTL ROOF PANELMETAL EDGE FLASHINGSELF ADHERING MEMBRANEFASCIA BOARDMETAL GUTTERMETAL 'L' TYPE EDGE FLASHINGROOFING UNDERLAYMENTBIM Solutions, LLC5000 Cedar Elm Dr., McKinney, TX 75070Integrated DesigniBDs Issue / Revisions:No. Date Description2/28/2026A-102BARNSECTIONS &ELEVATIONSIDBS No: 24044BARN REMODELING2449 Crooked LnSouthlake, TX 76092Mr. & Mrs. Varia1/4" = 1'-0"1FRONT ELEVATION1/4" = 1'-0"4LEFT SIDE ELEVATION1/4" = 1'-0"2REAR ELEVATION1/4" = 1'-0"3RIGHT SIDE ELEVATION1/4" = 1'-0"5BARN BUILDING SECTION1. Dimensions & Coordination:A. All dimensions shown are to be verified on-site by the contractor prior to construction.2. Materials and Finishes:A. Coordinate with owner for material finishes.B. All exterior materials must comply with weather-resistant installation per the 2021 International Building Code (IBC).3. Structural Coordination:A. For structural details, including beams, trusses, and load-bearing components, refer to structural drawings.B. All framing elements and connections must be installed as per the structural notes.4. Insulation & Energy Compliance:A. Install insulation per IRC 2021.B. Verify installation of vapor barriers, thermal breaks, and sealants as required by the energy code.5. Waterproofing:A. Apply liquid-applied or sheet waterproofing membranes as indicated at roof-wall junctions, window openings, and transition areas.6. Field Adjustments:A. Any discrepancies between design documents and existing conditions must be reported to the Engineer/Designer for resolution before proceeding.B. All modifications must be documented and approved in writing.7. Safety Considerations:A. Follow OSHA safety guidelines during all phases of construction.B. Temporary barriers and signage must be in place to protect workers and the public during construction activities.8. Miscellaneous:A. Paint, coatings, and finishes must match the approved color BY OWNER.B. Verify alignment of exposed elements (e.g., beams, soffits) for aesthetic and structural consistency.BUILDING SECTION NOTES1 2.28.2026 CITY COMMENTS11" = 1'-0"6SECTION AT EAVE PATIO ROOF1" = 1'-0"7RAKE AND EAVE FLASHING W/GUTTER
1.CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2021INTERNATIONAL RESIDENTIALCODE, INCLUDING AMENDMENTS, EXCEPT WHERE APPLICABLE CODES OR THE CONTRACT DOCUMENTS ARE MORE RESTRICTIVE.2.THE SPECIFICATIONS AND REQUIREMENTS INDICATED ON THIS SHEET ARE INTENDED AS A BASIC SUMMARY OF THE MATERIAL, CONSTRUCTION AND INSPECTION REQUIREMENTS FOR THE PROJECT. ADDITIONAL, ARE GIVEN IN THE PROJECTSPECIFICATIONS. IN THE EVENT OF CONFLICT BETWEEN THE REQUIREMENTS INDICATED ON THIS SHEET AND THOSE IN THE PROJECT SPECIFICATIONS, THE MORESTRINGENT WILL GOVERN.3.FOR LOCATIONS AND DIMENSIONS OF SLEEVES, CURB, OPENINGS AND DEPRESSIONSNOT SHOWN ON THE STRUCTURAL DRAWINGS, SEE ARCHITECTURAL, CIVIL, MECHANICAL DRAWINGS. CONTRACTOR SHALL VERIFY AND COORDINATE REQUIREMENT FOR AND LOCATION OF ABOVE ITEMS WHETHER SHOWN ON THESTRUCTURAL DRAWINGS OR NOT. 4.EMBEDDED ITEMS, SUCH AS PIPE SLEEVES, CONDUITS AND INSERTS SHALL BE IN PLACEBEFORE CONCRETE IS POURED. SEE ARCHITECTURAL, CIVIL, MECHANICAL DRAWINGS FOR ITEMS REQUIRING SLEEVES AND EMBEDMENTS IN CONCRETE WHICH ARE NOT SHOWN IN THE STRUCTURAL DRAWINGS.5.ALL STRUCTURAL RELATED SHOP DRAWINGS SHALL BE SUBMITTED, REVIEWED &APPROVED BY THE ENGINEER OF RECORD PRIOR TO ERECTION/CONSTRUCTION.6.STRUCTURAL DIMENSIONS AND OPENINGS CONTROLLED BY OR RELATED TO MECHANICAL OR ELECTRICAL EQUIPMENT SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. STRUCTURAL DIMENSIONS RELATED TO OR CONTROLLED BY EXISTING STRUCTURES SHALL BE VERIFIED IN FIELD BY THE CONTRACTOR PRIOR TO CONSTRUCTION WORK.7.CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING CONDITIONS,INCLUDING LOCATION AND DIMENSIONS OF ALL EXISTING CONSTRUCTION AND UTILITIES.CONTRACTOR SHALL NOTIFY ENGINEER IF THERE ARE CONFLICTS BETWEEN THE CONTRACT DOCUMENTS AND EXISTING CONSTRUCTION BEFORE PROCEEDING WITH WORK. 8.THE STRUCTURES ARE DESIGNED FOR STABILITY IN THE FINAL CONDITION ONLY.PROVIDE TEMPORARY BRACING AND SHORING AS REQUIRED FOR STABILITY DURING CONSTRUCTION.9.THE GENERAL NOTES AND TYPICAL DETAILS ARE GENERAL AND APPLY THE ENTIRE PROJECT EXCEPT WHERE THERE ARE SPECIFIC INDICATIONS TO THE CONTRARY.GENERALCAST-IN-PLACE CONCRETE1.CONCRETE CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF ACI 301 AND ACI 3182.PROVIDE CONCRETE (WITH TYPE IL CEMENT) HAVING THE FOLLOWING GENERAL CHARACTERISTICS:NOTE:THE READY MIX-CONCRETE SHOULD ARRIVE AT THE TARGET SLUMP AND THE CONTRACTOR SHOULD NOT BE ALLOWED TO ADD WATER TO THE MIXTURE.3.MINIMUM STRENGTH FOR REMOVAL OF FORMS AND SHORING SHALL BE 75% OF SPECIFIED STRENGTH AT 28 DAYS.4.EXCEPT AS OTHERWISE REQUIRED, ALL EXPOSED CONCRETE CORNERS AND EDGES SHALL HAVE 3/4" CHAMFERS.5.NO ADMIXTURES SHALL BE USED WITHOUT APPROVAL. NO AIR ENTRAINMENT SHALL BE ALLOWED IN FLAT SLABS. ADMIXTURES CONTAINING CHLORIDES SHALL NOT BE USED. CONCRETE SHALL NOT BE IN CONTACT WITH ALUMINUM. 6.FLY ASH (POZZOLAN) IF PERMITTED SHALL NOT EXCEED 15% REPLACEMENT OF TOTAL CEMENT CONTENT USING A 1:1 REPLACEMENT FACTOR.CLASS28-DAY STRENGTH (PSI)SLUMP RANGE (IN)AGGREGATE SIZE (IN)W/C RATIOUSAGEAB4,0004,0003-53-51"1"0.45 MAX0.50 MAXALL FOOTINGS & GRADE BEAMSC3,0001-41"0.62 MAXELECTRICAL ENCASEMENT, PIPE ENCASEMENT, MISC. NON SCHEDULED CONCRETE WORK.AIR05%5%EXTERIOR SLAB ON GRADELOADING CRITERIA1. DEAD LOAD (SUPERIMPOSED)A. ROOF.......................................................................... 10 PSF2. LIVE LOADS A. ROOF.......................................................................... 20 PSF (NON-REDUCIBLE) 3. LATERAL LOADSA. WIND LOADS•BASIC WIND SPEED: ....................................... 115 MPH•OCCUPANCY CATEGORY: ............................... A•EXPOSURE: ....................................................... C•DESIGN WIND PRESSURE FOR MWFRS: ........ N/A•DESIGN WIND FOR C&C: ................................. 10 PSF (NET UPLIFT FIELD)•WIDTH OF END ZONE/EDGE/CORNER .......... N/AB. SEISMIC LOAD•IMPORTANCE FACTOR: .................................. 1.0•RISK CATEGORY: ............................................. III•SITE CLASS: ...................................................... D•SPECTRAL RESPONSE COEFFICIENTS:.......... Sds = 0.111 Sd1 = 0.086•SEISMIC DESIGN CATEGORY: ........................ B•SEISMIC FORCE RESISTING SYSTEM: ........... N/A 4. SNOW LOAD:•GROUND SNOW LOAD: (PG):.......................... 5 PSF REINFORCING STEEL1.LATEST ACI CODE AND DETAILING MANUAL APPLY. ALL REINFORCING BARS DEFORMED UNLESS NOTED OTHERWISE.2.ALL REINFORCING SHALL BE ASTM A-615 GRADE 60 EXCEPT AS FOLLOWS:A. WIRE MESH...................................................................................................A-1853.CLEAR CONCRETE COVER TO REINFORCING ARE AS FOLLOWS:4.CAST-IN-PLACE CONCRETE (NON-PRESTRESSED):A. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH.................................3"B. EXPOSED TO EARTH OR WEATHER:• #5 AND SMALLER..................................................................................1 1/2"5.SLAB REINFORCING SHALL BE LAPPED A MINIMUM OF 16".6.LAP REINFORCING BARS IN CONTINUOUS FOOTINGS 30 BAR DIAMETERS OR 24" MINIMUM. ALL HORIZONTAL REINFORCING IN CONTINUOUS FOOTINGS AND WALLS SHALL BE CONTINUOUS AROUND CORNERS OR HAVE CORNER BARS OF THE SAME SIZE AND SPACING AS THE HORIZONTAL BARS AND LAP A MINIMUM OF 30 BAR DIAMETERS OR 24" MINIMUM.7.WHERE BARS ARE SHOWN SPLICED, THEY MAY RUN CONTINUOUS AT CONTRACTOR'S OPTION.1.UNLESS NOTED OTHERWISE ON PLAN, PROVIDE EQUAL NUMBER OF 2x STUDS AT EACH END OF BUILT-UP BEAMS AS THE NUMBER OF MEMBERS IN BEAMS. UNLESS NOTED OTHERWISE, PROVIDE 4-2x STUDS AT EACH END OF PSL, LVL, OR GL BEAMS. BUILT-UP STUD COLUMNS SHALL BE CONTINUOUS THROUGH EACH FLOOR SYSTEM TO THE FOUNDATION AND SHALL BE NAILED TOGETHER WITH 16d NAILS AT 20" ON CENTER FOR THE FULL STUD HEIGHT.2.DOUBLE PLATES SHALL LAP A MINIMUM OF FOUR (4) FEET. SPLICES SHALL OCCUR AT CENTER OF SUPPORTING STUD AND BE CONNECTED WITH A MINIMUM OF 8-16d NAILS.3.BORED HOLES IN 2x4 STUDS SHALL NOT EXCEED 1 3/8" FOR LOAD BEARING WALLS AND 2 1/8" IN NON-LOAD BEARING WALLS. BORED HOLES IN 2x6 STUDS SHALL NOT EXCEED 2 1/2" FOR LOAD-BEARING WALLS AND 3 1/4" FOR NON-LOAD BEARING WALLS. IN NO CASE SHALL THE EDGE OF THE BORED HOLE BE NEARER THAN 5/8"TO THE EDGE OF THE STUD.4.AT EXTERIOR WALL CORNER CONDITIONS, NOT LESS THAN THREE (3) STUDS SHALL BE INSTALLED.WOOD STUD WALL1.ALL SHEATHING SHALL BE EXPOSURE 1 SHEATHING CONFORMING TO DOC PS 1 OR PS 2 & SHALL HAVE AN APA PANEL IDENTIFICATION INDEX STAMP UNLESS NOTED OTHERWISE ON DRAWINGS. PANEL THICKNESS & IDENTIFICATION INDEX SHALL BE AS FOLLOWS:A. ROOF SHEATHING: ............................ 3/4" -INDEX 48/242.ROOF SHEATHING SHALL BE INSTALLED WITH LONG DIMENSION OF SHEATHING PERPENDICULAR TO SUPPORTS AND END JOINTS SHALL BE STAGGERED.3.PROVIDE 1 PLY CLIP PER SPAN @ UNSUPPORTED EDGE OF ROOF SHEATHING WHERE JOIST AND /OR TRUSS SPACING EXCEEDS 16" O.C. UNO AS BLOCKED EDGES.4.BLOCK SHEAR WALL SHEATHING IN ACCORDANCE WITH SHEAR WALL SCHEDULE.5.NAILING INDICATED ON PLANS AND DETAILS ARE "COMMON" NAILS. MINIMUM FRAMING NAILING SHALL CONFORM TO IBC TABLE 2304.9.1. SEE DETAILS FOR ADDITIONAL TYPICAL NAILING REQUIREMENTS. SUBSTITUTION OF NAILS OTHER THAN "COMMON" IS NOT PERMITTED WITHOUT PRIOR APPROVAL.6.POWER DRIVEN NAILS OTHER THAN "COMMON" NAILS MAY BE USED IF DATA IS SUBMITTED AND APPROVED PRIOR TO USE.7.SHEATHING NAILING SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE ON PLANS.A. ROOF SHEATHING: .................. 10d AT 6" O.C AT ALL SUPPORTED PANEL EDGES 10d AT 12" O.C. ALONG INTERMEDIATE FRAMINGWOOD SHEATHING1.SILL PLATES AND OTHER MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITHCONCRETE OR MASONRY SHALL BE PRESSURE TREATED FOR MOISTURE RESISTANCE.2.ALL WOOD FRAMING SHALL BE USED AT 19 PERCENT MAXIMUM MOISTURE CONTENTAND SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS:STRUCTURAL WOODWALL STUDDOUG FIR LARCHNO. 2POSTNO. 22x4, 3x4, 2x6, 3x6USESIZEGRADESPECIESSILL PLATE4x4, 4x6, 4x8PT DOUG PIR LARCHDOUG FIR LARCH2x4, 3x4, 2x6, 3x6NO. 2FLOOR ORROOF JOISTNO. 22x6 THROUGH 2x12DOUG FIR LARCHBEAMNO. 24x8 THROUGH 4x12DOUG FIR LARCHBEAMNO. 16x8 THROUGH 6x12DOUG FIR LARCHPOST ORTIMBERNO. 16x6 OR 8x8DOUG FIR LARCHSOUTHERN YELLOW PINENO. 2SOUTHERN YELLOW PINENO. 2SOUTHERN YELLOW PINENO. 2NO. 2SOUTHERN YELLOW PINENO. 1SOUTHERN YELLOW PINENO. 1LSL RIMBOARDE(10)1.3EPSIFb1,700PSIFv400PSIFc1,400PSIRIMBOARDMICROLLAM LVLE(106)2.0EPSIFb2,600PSIFv285PSIFc2,510PSIHEADER, BEAM6SOUTHERN YELLOW PINE1.NAILS, SPIKES, STAPLES, BOLTS, NUTS, WASHERS, ETC. SHALL BE GALVANIZED FOR EXTERIOR OR TREATED WOOD LOCATIONS AND PLAIN FINISH FOR INTERIOR LOCATIONS.2.FRAMING CONNECTIONS SHALL BE SIMPSON "STRONG-TIE" OR APPROVED EQUAL AND SHALL BE BUILDING CODE APPROVED FOR THE TYPE OF INSTALLATION INDICATED. 3.UNLESS NOTED OTHERWISE, SILL PLATES AT THE BUILDING EXTERIOR SHALL BE FASTENED TO THE FOUNDATION WITH GALVANIZED 1/2" DIAMETER, ASTM A307, ANCHOR BOLTS AT 48" ON CENTER (MINIMUM 2 BOLTS PER PLATE). AN ANCHOR BOLT SHALL BE LOCATED NO MORE THAN TWELVE (12) INCHES AND NO LESS THAN FOUR (4) INCHES FROM THE END OF EACH SILL PLATE. ANCHOR BOLTS SHALL BE PLACED WITH HEXAGONAL NUTS AND WASHERS WITH A MINIMUM OUTSIDE DIAMETER OF 1 3/8 INCHES. ANCHOR BOLTS SHALL BE PLACED WITH A MINIMUM OF SIX (6) INCHES OF EMBEDMENT INTO FOUNDATION CONCRETE.4.UNLESS NOTED OTHERWISE, SILL PLATES AT INTERIOR WALLS SHALL BE FASTENED TO THE FOUNDATION WITH HILTI X-ZF 72 POWER ACTUATED FASTENERS AT FOUR (4) FEET ON CENTER.WOOD CONNECTORSNO GEOTECHNICAL REPORT ASSOCIATED WITH THIS PROJECT SITE WAS PROVIDED. THE STRUCTURAL DESIGN HAS BEEN BASED ON THE FOLLOWING ASSUMED DESIGN CRITERIA PER IBC 1806.2. THE OWNER AND CONTRACTOR ARE TO ENSURE APPROPRIATE SOIL CONDITIONS ARE PROVIDED THAT MEET OR EXCEED THIS DESIGN CRITERIA; AND ALL WORK PERFORMED SHALL BE IN COMPLIANCE WITH THE PROVIDED DESIGN CRITERIA: 1.THE FOLLOWING EARTHWORK PROCEDURES ARE TO BE FOLLOWED WITHIN THE BUILDING AREA AND EXTENDING A MINIMUM OF 5'-0" BEYOND THE BUILDING LINES:A.THE TOP 12" OF EXISTING SOIL IS TO BE CLEARED OF EXISTING FOUNDATIONS, PAVING, DEBRIS, TREE ROOTS, AND VEGETATION, IF ANY.B.THE EXPOSED SOIL IS TO THEN BE SCARIFIED TO A DEPTH OF AT LEAST 9", PROCESSED AT OR SLIGHTLY ABOVE THE OPTIMIUM MOISTURE CONTENT, AND COMPACTED TO AT LEAST 95% OF MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D698 (STANDARD PROCTOR).C.SELECT FILL MATERIALS TO RAISE THE PAD ELEVATION SHOULD THEN BE COMPACTED IN LOOSE LIFTS 8" THICK, WITH EACH LIFT UNIFORMLY COMPACTED IN THE SAME MANNER AS DESCRIBED ABOVE PRIOR TO PLACING THE NEXT LIFT.D.BORROWED SELECT FILL MATERIALS, OR ACCEPTABLE ON-SITE MATERIALS, SHOULD HAVE A LIQUID LIMIT (LL) LESS THAN 35 AND THE PLASTICITY INDEX (PI) SHOULD BE FROM 7 TO 15.2.DENSITY TESTS SHALL BE PERFORMED AT A FREQUENCY OF NOT LESS THAN ONE TEST FOR EVERY 2,500 SQUARE FEET OF BUILDING AREA.3.SHOULD FILL MATERIAL PLACEMENT EXCEED 3.5 FEET IN DEPTH, THE DENSITY REQUIREMENT SHOULD BE INCREASED TO 98 PERCENT OF ASTM D698 MAXIMUM DENSITY. THE MOISTURE CONTENT SHOULD BE MAINTAINED AT OR NEAR THE OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM D698, AND SHOULD NOT BE LESS THAN TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT DETERMINED BY THIS TEST.4.THE FOLLOWING NET ALLOWABLE BEARING PRESSURES WERE UTILIZED IN THE DESIGN OF THE FOUNDATIONS (SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL, PER IBC 1806.2)SPREAD AND CONTINUOUS FOOTINGS ............................ 1,500 PSFSOIL AND FOUNDATIONSTRUCTURAL ABBREVIATIONSABANCHOR BOLTADJADJACENTAFF ABOVE FINISH FLOORALUM ALUMINUMAPPROX APPROXIMATELYARCHARCHITECT(URAL)BLDGBUILDINGBRGBEARINGBOT BOTTOMBTWNBETWEENO.C. ON CENTER TO CENTERCJ CONSTR/CONTROL JOINTCENTERLINECLRCLEARCOL COLUMNCONC CONCRETECONST CONSTRUCTIONCONT CONTINUOUSDIA/ØDIAMETERDIAG DIAGONALDN DOWNDWG DRAWINGDWLDOWELEA EACHEF EACH FACEELELEVATIONELEC ELECTRIC(AL)EXP JT EXPANSION JOINTEQEQUALEQUIP EQUIPMENTEWEACH WAYEXIST EXISTINGEJEXPANSION JOINTEXT EXTERIORFD FLOOR DRAINFND FOUNDATIONFFFINISH FLOORFFE FINISH FLOOR ELEVATIONFTFEETFTG FOOTINGGA GAUGEGALV GALVANIZEDGB GRADE BEAMHORIZ HORIZONTALHP HIGH POINTHS HEADED STUDSHSS HOLLOW STRUC. SEC.IDINSIDE DIAMETERININCHINTINTERIORJT JOINTLLHLONG LEG HORIZ.LLVLONG LEG VERTICALLONG LONGITUDINALLPLOW POINTMAX MAXIMUMMBMMETALBUILDINGMECH MECHANICALMFR MANUFACTURERMIN MINIMUMNOM NOMINALNTS NOT TO SCALEOD OUTSIDE DIAMETEROF OUTSIDE FACEOPPO OPPOSITE HANDPEMBPRE-ENGINEERINGMETAL BUILDINGOPNG OPENINGOPP OPPOSITEPLPLATEPNL PANELR RADIUSRAD RADIUSRE REFER TOREF REFERENCEREINF REINFORCINGREQ'D REQUIREDSCHED SCHEDULESECSECTIONSF SQUARE FEETSHT SHEETSIMSIMILARSJ SAWCUT JOINTSPA SPACE(S)SPEC(S)SPECIFICATIONSSQ SQUARESS STAINLESS STEELSTD STANDARDSTIFFSTIFFENERSTIR STIRRUPSTL STEELSTRUCT STRUCTURALSYM SYMMETRICALT TREAD/THICKNESST&B TOP AND BOTTOMTC TOP OF CURBTOB TOP OF BEAMTOJ TOP OF JOISTTOS TOP OF STEELTOW TOP OF WALLTRANS TRANSVERSETS TUBE STEELTYP TYPICALVERT VERTICALWWIDTHW/ WITHWD WOODW/O WITHOUTWP WORKING POINTWS WATER STOPWWF WELDED WIRE FABRICCLBIM Solutions, LLC5000 Cedar Elm Dr., McKinney, TX 75070Integrated DesigniBDs Issue / Revisions:No. Date Description2/28/2026S1.00GENERALSTRUCTURALNOTESIDBS No: 24044BARN REMODELING2449 Crooked LnSouthlake, TX 76092Mr. & Mrs. VariaGENERAL STRUCTURAL NOTESAPPLY UNLESS NOTED ON STRUCTURAL DRAWINGS IN CASE OF CONFLICT BETWEEN GSN, DETAILS AND PLANS, THE GREATER REQUIREMENTS GOVERN.
1.SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH CHAPTER 17 OF THE IRC 2021 (INTERNATIONAL RESIDENTIAL CODE 2021) BY A SPECIAL INSPECTOR HIRED BY THE OWNER TO PERFORM THE SPECIAL INSPECTIONS LISTED BELOW. THE SPECIAL INSPECTOR SHALL BE QUALIFIED BY AN APPROVED AGENCY ACCORDING TO THE CITY'S BUILDING OFFICIAL TO PERFORM SPECIAL INSPECTIONS FOR WHICH THEY WILL BE UNDERTAKING. THE TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION REPORTS TO THE BUILDING OFFICIAL AND THE ARCHITECT. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN IF LEFT UNCORRECTED TO THE STRUCTURAL ENGINEER, ARCHITECT AND BUILDING DEPARTMENT. 2.WHEN INDICATED WITH A "X", THE FOLLOWING SHALL BE INSPECTED. SPECIAL INSPECTIONSREQ'DREMARKSITEMGRADING, EXCAVATIONS, FILL, FOOTINGCONCRETE - BATCH PLANT INSPECTIONCONCRETE - CONCRETE PLACEMENTCONCRETE - REBAR PLACEMENTCONCRETE - REBAR WELDINGCONCRETE - ANCHOR BOLTS AND PLATESSTRUCTURAL WOOD (NAILING, BOLTING, ANCHORING OFELEMENTS OF THE MAIN WIND FORCE -RESISTING SYSTEM, INCLUDING WOOD SHEAR WALLS,WOOD DIAPHRAGMS, DRAG STRUTS, BRACES AND HOLD -DOWNSNOTES:1.ABOVE NAILING CONNECTIONS ARE TO BE PROVIDED UNLESS DETAILS ARE NOTEDOTHERWISE.BY LICENSED GEOTECHNICALENGINEERCONTINUOUSCONTINUOUSPERIODICPERIODICINSPECT FINALPLACEMENTXXXXXXXINSPECT FINALPLACEMENTSTANDARD NAILING SCHEDULEDESCRIPTION CONNECTIONJOIST TO STEEL OR GIRDERBRIDGING TO JOIST1x6 OR LESS SUBFLOOR TO EACH JOISTWIDER THAN 1x6 SUBFLOOR TO EACH JOIST2x SUBFLOOR TO JOIST OR GIRDERSOLE PLATE TO JOIST OR BLOCKINGTOP PLATE TO STUDSTUD TO SOLE PLATESTUD TO SOLE PLATE (ALTERNATE)DOUBLE STUDDOUBLE TOP PLATETOP PLATES, LAPS, AND INTERSECTIONSCONTINUOUS HEADER, TWO PIECESCEILING JOIST TO PLATECONTINUOUS HEADER TO STUDCEILING JOIST, LAP OVER PARTITIONSCEILING JOIST TO PARALLEL RAFTERSRAFTER TO PLATE1x BRACE TO EACH STUD AND PLATE1x8 OR LESS SHEATHING TO EACH BEARINGWIDER THAN 1x8 SHEATHING TO EACH BEARINGBUILT-UP CORNER STUDBUILT-UP GIRDER BEAMS2x PLANKSTOENAILTOENAIL EACH ENDFACE NAILFACE NAILBLIND AND FACE NAILFACE NAILEND NAILTOE NAILEND NAILFACE NAILFACE NAILFACE NAILALONG EACH EDGETOE NAILTOE NAILFACE NAILFACE NAILTOE NAILFACE NAILFACE NAILFACE NAILFACE NAILFACE NAILEACH BEARINGNOTES:1.ABOVE NAILING CONNECTIONS ARE TO BE PROVIDED UNLESS DETAILS ARE NOTEDOTHERWISENAILS(3) 8d(2) 8d(2) 8d(3) 8d(2) 16d16d @ 16"(2) 16d(4) 8d(2) 16d16d @ 24"16d @ 16"(2) 16d16d @ 16"(3) 8d(4) 8d(3) 16d(3) 16d(3) 8d(2) 8d(2) 8d(3) 8d16d @ 24"16d @ 12"(2) 16d1. SHOP DRAWINGS SHALL BE PREPARED AND SUBMITTED FOR REVIEW TO THE STRUCTURAL ENGINEER FOR EACH STRUCTURAL BUILDING MATERIAL AS INDICATED IN THE STRUCTURAL GENERAL NOTES AND THE CONTRACT SPECIFICATIONS. SEE THE CONTRACT SPECIFICATION FOR SUBMITTAL PROCEDURE AND ADDITIONAL INFORMATION.2.SHOP DRAWINGS SHALL USE DRAFTING LINE WORK AND LETTERING THAT IS CLEARLY LEGIBLE. SHOP DRAWINGS SHALL NOT CONTAIN REPRODUCTIONS OF THE CONTRACT DRAWINGS PLANS OR DETAILS.3.SHOP DRAWINGS SHALL SHOW CLEAR AND COMPLETE INFORMATION FOR THE FABRICATION (DETAIL SHEETS AND/OR MATERIAL LIST) AND INSTALLATION.4.ALLOW A MINIMUM OF (2) WEEKS FOR REVIEW OF EACH SET OF SHOP DRAWINGS.5.THE CONTRACTOR SHALL REVIEW THE SHOP DRAWINGS SUBMITTED BY THE SUBCONTRACTOR AND COORDINATE SHOP DRAWINGS WITH ALL OTHER TRADES.6. THE CONTRACTOR SHALL ANSWER ALL QUESTIONS OR CLARIFICATIONS BY THE SUBCONTRACTOR BEFORE SUBMITTING TO THE ENGINEER FOR REVIEW. ANY QUESTIONS THAT THE CONTRACTOR CANNOT ANSWER WITH THE INFORMATION ON THE DRAWINGS SHALL CLEARLY BE MARKED FOR THE ENGINEER FOR REVIEW.7.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS, SEE NOTE 3 & 6 UNDER GENERAL NOTES.8.REVIEW OF SHOP DRAWINGS BY THE ENGINEER IS FOR GENERAL CONFORMANCE TO THE STRUCTURAL DRAWINGS. APPROVAL OF THE SHOP DRAWINGS BY THE ENGINEER DOES NOT RELIEVE THE CONTRACTOR FOR ANY ERRORS IN DIMENSIONS OR MATERIALS INDICATED ON THE SHOP DRAWINGS.SHOP DRAWINGS & SUBMITTALS1.THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE, AND EXCEPT WHERE SPECIFICALLY SHOWN, DO NOT INDICATE THE METHOD OR MEANS OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, AND PROCEDURES, TECHNIQUES AND SEQUENCE.2.THE ENGINEER SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, PROCEDURES OR TECHNIQUES AND SEQUENCES, FOR SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK, FOR THE ACTS OR OMOSSION OF THE CONTRACTOR, SUBCONTRACTOR, OR ANY OTHER PERSON PERFORMING ANY OF THE WORK, OR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.3.PERIODIC SITE OBSERVATIONS BY THE STRUCTURAL ENGINEER OR HIS AUTHORIZED REPRESENTATIVE SHALL CONSIST OF VISUAL OBSERVATIONS AND ARE SOLELY FOR THE PURPOSE OF ASCERTAINING THAT THE WORK IS IN SUBSTANTIAL CONFORMANCE WITH STRUCTURAL CONTRACT DOCUMENTS AND WITHIN THE DESIGN INTENT. SUCH OBSERVATIONS SHALL NOT BE RELIED UPON BY OTHERS AS ACCEPTANCE OF THE WORK, NOR SHALL IT BE CONSTRUCTED TO RELEIVE THE CONTRACTOR IN ANY WAY FROM HIS OBLIGATIONS AND RESPONSIBILITY UNDER CONSTRUCTION CONTRACT.4.NOTIFY THE ENGINEER AT SIGNIFICANT CONSTRUCTION STAGES 72 HOURS IN ADVANCE ANDFOR THE FOLLOWING ITEMS: 4.1 BEFORE PLACEMENT OF CONCRETE FOR FOUNDATIONS AND SLABS. 4.2 AFTER FRAMING OF ROOF STRUCTURE BUT BEFORE PLACEMENT OF ROOFING MATERIAL.STRUCTURAL OBSERVATIONSNON LOAD BEARING HEADER SCHEDULESPANHEADER0'- 0" TO 3'-0"3'- 0" TO 6'-0"6'- 0" TO 9'-0"> 9'-0"NOTE:(2) 2 x 4(2) 2 x 6(2) 2 x 8(2) 2 x 101.HEADER MATERIAL TO BE #2 S.Y.P., UNLESS NOTED OTHERWISE2.USE 1/2" PLYWOOD SPACERS BETWEEN 2x MEMBERS1.REFER TO AS-BUILT DRAWINGS AND SHOP DRAWINGS (IF AVAILABLE) OF THE EXISTING STRUCTURE FOR CONSTRUCTION WORK ASSOCIATED WITH THE EXISTING STRUCTURES. AS-BUILT CONDITIONS AND DIMENSIONS MUST BE FIELD VERIFIED BY CONTRACTOR. 2.ALL DEMOLITION, REMOVAL AND CONSTRUCTION ACTIVITIES SHALL BE CONDUCTED WITH CONSIDERATION FOR EXISTING FACILITIES STRUCTURES, EQUIPMENTS, ETC. 3.UNLESS OTHERWISE NOTED ON PLANS, CUTTING EXISTING REINFORCING DUE TO DOWELS DRILLING, PIPING, CONDUITS OR OTHER PENETRATION THROUGH EXISTING CONCRETE STRUCTURE IS PROHIBITED. CONTRACTOR SHALL IDENTIFY EXISTING REINFORCING LOCATIONS BY NON-DESTRUCTIVE APPROACHES PRIOR TO DRILLING HOLES OR CUTTING OPENINGS.4.EXISTING CONCRETE SURFACES THAT WILL COME IN CONTACT WITH NEW CONCRETE SHALL BE ROUGHENED TO 1/4" AMPLITUDE TO WITHIN 1" OF EDGE. BONDING AGENT SHALL BE APPLIED TO THE EXISTING CONCRETE SURFACES PRIOR TO THE NEW CONCRETE PLACEMENT.5.ALL EXISTING CONDITIONS COULD NOT BE OBSERVED OR ACCOUNTED FOR.CONTRACTOR AND OWNER SHOULD ANTICIPATE SOME CHANGES WILL BE NECESSARYTO ACCOMMODATE UNFORSEEN EXISTING CONDITIONS. CONTIGENCIES SHOULD BE INPLACE FOR THESE POSSIBILITIES.STRUCTURAL MODIFICATIONS AND REPAIRBIM Solutions, LLC5000 Cedar Elm Dr., McKinney, TX 75070Integrated DesigniBDs Issue / Revisions:No. Date Description2/28/2026S1.01GENERALSTRUCTURALNOTESIDBS No: 24044BARN REMODELING2449 Crooked LnSouthlake, TX 76092Mr. & Mrs. VariaGENERAL STRUCTURAL NOTESAPPLY UNLESS NOTED ON STRUCTURAL DRAWINGS IN CASE OF CONFLICT BETWEEN GSN, DETAILS AND PLANS, THE GREATER REQUIRMENTS GOVERN.
C1F2.0C1F2.0C1F2.0C1F2.0C1F2.0C1F2.0C1F2.0C1F2.013' - 4 1/2"10' - 0"13' - 4 1/2"3' - 3 1/4" 6' - 4 3/4"+12"+12"EXISTING TO REMAINEXISTING FRAMING TO REMAIN2x6 RAFTERS AT 24" O.C. MAX.B-1B-1B-1B-1B-1B-13/4" PLYWOOD ROOF SHEATHING3' - 4" 6' - 4 3/4" 10"RIDGEREFER TO SHEET A-102 FOR ROOF SLOPEF2.0 2'-0" SQ 2'-0"(3) #4 BARS EA. WAY ATBOTTOMC16x6 CEDARPOSTSIMPSON ABU66Z W/ 5/8" DIA.ANCHOR BOLT AT 12" EMBEDFOOTING (F) SCHEDULECOLUMN (C) SCHEDULEMARK SIZEDEPTHREINFORCINGMARK TYPEBASEBEAM (B) SCHEDULEMARK TYPECOL. SUPPORTB-1(1) 6x6 DFL 6x6 CEDAR POSTRAFTER SCHEDULESPECIES AND GRADESOUTHERN PINE #22x49-0MAXIMUM RAFTER SPANS2x82x102x127-97-16-42x6DEAD LOAD = 20 POUNDS PER SQUARE FOOTRAFTERSPACING(INCHES)12(FT.-IN.)(FT.-IN.)(FT.-IN.)(FT.-IN.)(FT.-IN.)SOUTHERN PINE #216SOUTHERN PINE #219.2SOUTHERN PINE #22413-611-810-89-617-114-913-612-120-317-616-014-423-1020-818-1016-102018 IRC TABLE R802.4.1 (2)RAFTER SPANS FOR COMMON LUMBER SPECIES (ROOF LIVE LOAD = 20 PSF) CEILING ATTACHED TO RAFTERS L / = 240BIM Solutions, LLC5000 Cedar Elm Dr., McKinney, TX 75070Integrated DesigniBDs Issue / Revisions:No. Date Description2/28/2026S2.01BARNSTRUCTURALPLANSIDBS No: 24044BARN REMODELING2449 Crooked LnSouthlake, TX 76092Mr. & Mrs. Varia1/4" = 1'-0"1BARN FOUNDATION PLAN1/4" = 1'-0"2BARN FRAMING PLAN1 2.28.2026 CITY COMMENTS1
GRAVEL FOR DRAINAGEWOOD POST AND SIMPSON BASE REF: SCHEDULESEE SCHEDULE3"3"EXTERIOR SLAB-ON-GRADE, USE CLASS B CONCRETE (S1.00), SLAB SHALL BE 4" THICK CONCRETE REINF. W/ #3 BARS AT 12" O.C. EACH WAY. EXISTING GRADE #3 BARS AT 12" O.C. EACH WAY(2) #4 CONT.1' - 2"1' - 0"4"W426WOOD BEAM, REF: PLANSIMPSON ECCLL/ECCLR TYPE COLUMN CAPWOOD COLUMN,REF: PLANSIMPSON MSTC52 TO TIE COLUMNS TOGETHERW426ASIMPSON CCQ COLUMN CAPWOOD COLUMN,REF: PLANC LCOL1/4"1/4"WOOD BEAM, (SPLIT OR CONT.)REF: PLANSIMPSON HUCQ HANGER TO CONNECT THE OTHER LVL TO COLUMNW441ROOF SHEATHING,REF: PLAN. WOOD BEAM, REF: PLANSIMPSON H3 TIE2x RAFTER,REF: PLANROOF RAFTER,REF: PLANROOF SHEATHINGSIMPSON LRU26Z HANGER WOOD BEAMEXIST. ROOF RAFTERBIM Solutions, LLC5000 Cedar Elm Dr., McKinney, TX 75070Integrated DesigniBDs Issue / Revisions:No. Date Description2/28/2026S3.01STRUCTURALDETAILSIDBS No: 24044BARN REMODELING2449 Crooked LnSouthlake, TX 76092Mr. & Mrs. Varia3/4" = 1'-0"1SPOT FOOTING @ WOOD COLUMN1/2" = 1'-0"2THICKENED SLAB DETAIL AT PATIO1 1/2" = 1'-0"3WOOD BEAM TO WOOD COLUMN CONNECTION AT PATIO1 1/2" = 1'-0"4WOOD BEAM TO WOOD POST1 1/2" = 1'-0"5WOOD RAFTER TO BEAM CONNECTION1 1/2" = 1'-0"6ROOF PITCH BREAK SUPPORT @ PATIO
6' - 0"EXISTING BARN DOORS
TO BE REMOVED
EXISTING CONCRETE
TO BE REMOVED TO
ALLOW FOR NEW DRAINAGE
3'-0"x3'-0" PORTION OF
EXISTING WALL TO BE REMOVED TO
ALLOW FOR NEW RESTROOM WINDOW
REMOVE EXISTING BARN ROOF
ASPHALT SHINGLES TO ALLOW
FOR NEW METAL ROOF.
EXISTING PLYWOOD TO REMAIN.
IF WET/DAMAGED PLYWOOD IS
ENCOUNTERED CONTRACTOR IS TO
NOTIFY DESIGNER/ENGINEER.
1. ATTENTION ALL USERS OF THESE DRAWINGS, GENERAL CONTRACTORS, SUB-
CONTRACTORS, MANUFACTURERS AND SUPPLIERS: CAREFULLY AND THOROUGHLY
REVIEW THESE GENERAL NOTES. IT IS YOUR RESPONSIBILITY TO KNOW AND ADHERE
TO THESE REQUIREMENTS. IF CONFLICT OCCURS, CONTACT DESIGNER/ENGINEER
PRIOR TO COMMENCEMENT OF WORK.
2. EVERY EFFORT HAS BEEN MADE TO MAKE THESE DOCUMENTS CONCISE AND
COORDINATED, TO DEFINE WORK IN THE MOST LOGICAL PLACE AND TO ELIMINATE
REDUNDANCY. DO NOT PRESUME THAT YOUR SCOPE OF WORK IS SINGULARLY
DEFINED. YOUR SCOPE OF WORK IS DEFINED THROUGHOUT THE ENTIRE SET OF
DRAWINGS AND SPECIFICATIONS AND IS NOT CONTAINED IN JUST ONE SERIES OF
DRAWINGS OR DIVISION OF SPECIFICATIONS. YOU MUST REVIEW THE ENTIRE SET OF
CONTRACT DOCUMENTS TO DETERMINE YOUR SCOPE OF WORK. NO ADDITIONAL
COST SHALL BE ASSESSED TO THE OWNER FOR NOT UNDERSTANDING SCOPE OF
WORK. IF CONFLICT OCCURS, CONTACT DESIGNER/ENGINEER PRIOR TO
COMMENCEMENT OF WORK.
3. DO NOT SCALE DRAWINGS.
4. FIELD VERIFY EXISTING CONDITIONS PRIOR TO DEMOLITION WORK. NOTIFY DESIGNER
IF DISCREPANCIES ARISE IN THE FIELD WHICH MAY ALTER DESIGN PRIOR TO
COMMENCEMENT OF WORK.
5. GENERAL CONTRACTOR SHALL COORDINATE ALL EXISTING MECHANICAL, PLUMBING,
ELECTRICAL AND GENERAL CONSTRUCTION WORK SHOWN AT VARIOUS LOCATIONS
THROUGHOUT THE DRAWINGS WHETHER OR NOT CROSS-REFERENCED. EXISTING
MECHANICAL, PLUMBING, SEWER, ELECTRICAL ITEMS MAY OCCUR WHICH ARE NOT
SHOWN ON PLANS.
6. ALL DEMOLITION WORK SHALL COMPLY WITH ALL APPLICABLE BUILDING CODES,
FEDERAL, STATE, AND LOCAL CODES AND REGULATIONS, HAVING JURISDICTION OVER
THIS PROJECT.
7. REMOVE ALL EXISTING SITE DEBRIS AND OTHER ASSOCIATED ITEMS THROUGHOUT
THE SCOPE OF WORK.
8. PRIOR TO REMOVAL OF EXISTING MECHANICAL, PLUMBING, ELECTRICAL FIXTURES,
TELEPHONE BOXES OR OTHER ASSOCIATED ITEMS, TERMINATE SERVICE, REMOVE
FITTINGS AND ALL ASSOCIATED ITEMS. DISCONNECT AND CAP LINES, REMOVE
UNUSED LINES TO THE FULLEST EXTENT POSSIBLE, AT LEAST TO BELOW SUBSTRATE
OF SCHEDULED WORK.
9. ALL DEMOLITION WORK REQUIRED IS NOT LIMITED TO THAT INDICATED ON PLAN. THE
INTENT IS TO REMOVE ALL INTERIOR ITEMS AS NOTED ON PLANS TO FACILITATE NEW
CONSTRUCTION. PATCH AND REPAIR AS REQUIRED TO ACCOMMODATE NEW
CONSTRUCTION.
10. ANY WORK WHICH INTERFERES, OR CAUSES INTERRUPTION OF SERVICES, INCLUDING
THE SHUTDOWN OF UTILITIES, SHALL BE PERFORMED AT A TIME APPROVED BY THE
OWNER OR OWNERS REPRESENTATIVE.
11. PRIOR TO DEMOLITION, CONTRACTOR SHALL INSPECT ALL AREAS IN WHICH WORK
WILL BE PERFORMED. DOCUMENT ALL PROPERTIES WHICH MAY BE CONSTRUED AS
DAMAGE RESULTING FROM DEMOLITION AND NOTIFY DESIGNER PRIOR TO STARTING
WORK.
12. NOTIFY DESIGNER/ENGINEER IF ANY EXISTING ITEMS, OR DRAWING DISCREPANCIES,
CONFLICT WITH THE INTENDED FINAL PRODUCT PRIOR TO DEMOLITION OR
CONSTRUCTION.
13. PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION, AS
REQUIRED, TO PROTECT ALL PERSONNEL AND THE GENERAL PUBLIC FROM INJURY
DURING DEMOLITION AND CONSTRUCTION.
14. PROVIDE SHORING, BRACING, OR SUPPORT TO PREVENT MOVEMENT, SETTLEMENT,
DAMAGE, OR COLLAPSE OF EXISTING OR NEW STRUCTURES, FINISHES, UTILITIES, AND
OTHER ITEMS DURING DEMOLITION OR CONSTRUCTION WORK.
15. ALL AREAS EXISTING TO REMAIN SHALL BE PROTECTED AND IF DAMAGED, SHALL BE
PATCHED, REPAIRED, AND FINISHED, OR REPLACED, TO MATCH EXISTING ADJACENT
SURFACES AT NO ADDITIONAL COST TO THE OWNER.
16. CONTRACTOR TO PROTECT ADJACENT PROPERTIES FROM EXCESSIVE DUST, DEBRIS,
NOISE, OR DISRUPTION OF DAILY OPERATIONS.
17. ALL DEBRIS CAUSED BY DEMOLITION AND CONSTRUCTION SHALL BE CLEARED AND
REMOVED FROM SITE ON A DAILY BASIS.
18. IN ADDITION TO WORK SHOWN ALTERING EXISTING CONSTRUCTION, ALL HOLES AND
OPENINGS CREATED BY DEMOLITION, OR REMOVAL, SHALL BE PATCHED, REPAIRED,
AND MADE READY FOR NEW CONSTRUCTION.
19. SEE DEMOLITION GENERAL NOTES FOR ADDITIONAL INFORMATION.
DEMOLITION
GENERAL NOTES
BIM Solutions, LLC5000 Cedar Elm Dr., McKinney, TX 75070Integrated DesigniBDsIssue / Revisions:No.DateDescription2 /2 8 /2 0 2 6
AD-101
DEMOLITION
BARN PLANS
IDBS No: 23044BARN DEMOLITION PLANS2449 Crooked LnSouthlake, TX 76092Mr. & Mrs. Varia1/4" = 1'-0"1 BARN - FIRST FLOOR DEMOLITION PLAN
1/4" = 1'-0"2 BARN ROOF DEMOLITION PLAN
MAN CAVE100F1, 0- W1- 0,3' - 5"1' - 7"CL1' - 10"37' - 3"BATHROOMBATHROOM1. CONTRACTOR IS RESPONSIBLE FOR ALL THE DESIGN REQUIRED TO OBTAIN APPROVALS AND PERMITS AND IS REQUIRED FOR COMPLETE INSTALLATION OF MECHANICAL, ELECTRICAL, AND PLUMBING SYSTEMS.2. THE DESIGN AND INSTALLATION OF MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS SHALL COMPLY WITH ALL REQUIREMENTS AND STANDARDS OF ALL APPLICABLE CODES, GOVERNMENTAL REGULATIONS, ORDINANCES AND STATE AND LOCAL REQUIREMENTS.3. THERE ARE NO ENGINEERED HVAC DRAWINGS PROVIDED FOR THIS PROJECT. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING APPROPRIATE HEATING, COOLING, AND HUMIDITY CONTROL AS APPLICABLE IN ALL SPACES, INCLUDING EXISTING SPACES OUTSIDE THE SCOPE OF THIS PROJECT THAT ARE RE-CONFIGURED BY THE NEW CONSTRUCTION. COORDINATE ANY CONFLICTS THAT MAY ARISE IN THE FIELD WITH ENGINEER/DESIGNER OR OWNER. PROVIDE HVAC AND BALANCE REPORT AT THE PROJECT COMPLETION FOR ALL AREAS AFFECTED BY CONSTRUCTION.4. ALL WORKS IN TO MATCH EXISTING. COORDINATE WITH ENGINEER/DESIGNER AND OWNER ANY CONFLICTS THAT MAY ARISE IN THE FIELD.5. THERE ARE NO ENGINEERED ELECTRICAL DRAWINGS PROVIDED FOR THIS PROJECT. ENGINEER/DESIGNER DRAWINGS HAVE BEEN PROVIDED TO SHOW INTENDED USE OF THE SPACE. CONTRACTOR SHALL BE RESPONSIBLE FOR RE-WIRING EXISTING LIGHT FIXTURES, SWITCHES, OUTLETS AND MISCELLANEOUS DEVICES AS REQUIRED, INCLUDING EXISTING LIGHT FIXTURES, SWITCHES, OUTLETS AND MISCELLANEOUS DEVICES OUTSIDE THE SCOPE OF THIS PROJECT THAT ARE RE-CONFIGURED BY THE NEW CONSTRUCTION. ALL CIRCUITS ARE TO BE LABELED AT THE PANEL IN A CLEAR/LEGIBLE MANNER. COORDINATE WITH ENGINEER/DESIGNER ANY ADDITIONAL REQUIRED WORK NOT SHOWN HERE, OR ANY CONFLICTS THAT MAY ARISE IN THE FIELD.6. THERE ARE NO ENGINEERED PLUMBING DRAWINGS PROVIDED FOR THIS PROJECT. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING APPROPRIATE DOMESTIC WATER SUPPLY AND SEWER PIPES AS APPLICABLE IN ALL SPACES. CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTION OF NEW PLUMBING PIPES TO THE EXISTING.7. ENGINEER/DESIGNER DRAWINGS SHALL TAKE PRECEDENCE OVER OTHER TRADES' DRAWINGS WHEN CONFLICTS ARISE. BRING CONFLICTS OR INCONSISTENCIES BETWEEN ENGINEER/DESIGNER DRAWINGS OF OTHER DISCIPLINES TO THE ATTENTION OF THE ENGINEER/DESIGNER.BIM Solutions, LLC5000 Cedar Elm Dr., McKinney, TX 75070Integrated DesigniBDs Issue / Revisions:No. Date Description2/28/2026MEP-101BARN PLANSIDBS No: 24044BARN REMODELING2449 Crooked LnSouthlake, TX 76092Mr. & Mrs. Varia1/4" = 1'-0"MEP-1011BARN PLUMBING AND POWER FLOOR PLAN1/4" = 1'-0"MEP-1012MEP BARN PLAN1 2.28.2026 CITY COMMENTSMEP DESIGN NOTES1