05.1 - 4115 Avenue D - Drawings — original pdf

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P O N M L K J I H G F E D C B A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 PROJECT: 4115 B AVENUE D PROJECT LOCATION: 4115 AVENUE D, AUSTIN TX, 78751 M1 DESIGN TEAM OWNER: Kary Aycock (p) 512-577-6049 (e) kary@littlecityinvestments.com ARCHITECT: MARK HART ARCHITECTURE MARK HART 2007 SOUTH 1ST STREET STE #101 AUSTIN, TX 78704 (w) MARKHARTARCH.COM CIVIL: WUEST GROUP SCOTT WUEST 5207 AIRPORT BOULEVARD AUSTIN, TEXAS 78751 (p)512-394-1900 (e)SCOTT@WUESTGROUPTX.COM (w)WWW.WUESTGROUPTX.COM MEP: NICHOLS ENGINEERING MANESH NAIR 912 S. CAPITAL OF TEXAS HWY, SUITE 200 AUSTIN, TEXAS 78746 (p) 512-593-5615 (e) MANESH.NAIR@NICHOLSENG.COM M10 APPLICABLE CODES TRAVIS COUNTY AND TEXAS COMPLIANCE: THIS PROJECT IS DESIGNED TO COMPLY WITH THE FOLLOWING BUILDING CODES: 2024 IRC - INTERNATIONAL RESIDENTIAL CODE IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONSTRUCT THIS PROJECT IN ACCORDANCE WITH THESE CODES. ANY CODE DISCREPANCIES THAT EXIST IN THE DESIGN SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO CONSTRUCTION. ISSUED FOR: HISTORICAL REVIEW ISSUED DATE: 07/08/2026 M18 VICINITY MAP K10 SYMBOLS X X X X WALL TYPE DET SHT DETAIL TAG REVISION NUMBER KEYNOTE DET SHT ELEV SECTION TAG ELEV SHT ELEV INTERIOR ELEVATION TAG (ROOM) FINISH TAG ELEV X X X FINISH TAG (BASE) FLOOR TRANSITION EQUIPMENT TAG N N N NN PLAN NORTH I18 DETAIL VICINITY MAP TRUE NORTH TO STAIR EXIT DIRECTION DR DR HWFR DOOR TAG NAME NAME # ROOM TAG ELEVX FINISH TAG (CEILING) XX INTERIOR ELEVATION TAG (SINGLE) ELEV DESC ELEVATION DATUM TAG CLG WALL FLR BASE L L A W WALL FLR BASE WALL L L A W FINISH TAG (ROOM) W # ACT ALL DOOR EGRESS CAPACITY ALT ALTERNATE EXIT SIGN DIST DIST MAXIMUM TRAVEL DISTANCE COMMON PATH OF TRAVEL F7 DRAWING INDEX F10 ABBREVIATIONS F15 GENERAL PROJECT NOTES INDEX OF DRAWINGS - ARCHITECTURAL Sheet Number Sheet Name ARCHITECTURAL AG012 AS101 AE111 AE113 AE114 AE115 AE116 AE211 AE212 AE601 PROJECT INFORMATION SITE PLAN LEVEL 1 - FLOOR PLANS - EXISTING & DEMO LEVEL 1 - FLOOR PLANS - PROPOSED LEVEL 1 - REFLECTED CEILING PLAN - PROPOSED MEZZANINE - FLOOR PLAN - PROPOSED EXISTING ROOF PLAN ELEVATIONS ELEVATIONS DOOR SCHEDULE @ DETAILS D7 TABULATIONS GROSS BUILDING AREA Level Name Area Comments UNIT 1 - LEVEL 1 UNIT 1 - MEZZANINE UNIT 1 UNIT 1 5,354.33 SF 601.45 SF 5,955.78 SF LEVEL 1 MEZZANINE A/C ADJ ADMIN AFF ALT ALUM APPROX ARCH AVG BLDG BOT CPT CAB CL CLG CLGHT CLR CONF CONT CORR DIA DIM DN DR DTL/DET DWG EL ELEV EQ EQUIP EXST FE FL FURN GA GALV GWB GYP BD HDW HVAC INT JAN JUNC LAB LAM AIR CONDITIONER ADJACENT ADMINISTRATION ABOVE FINISH FLOOR ALTERNATE ALUMINUM APPROXIMATE ARCHITECTURAL AVERAGE BUILDING BOTTOM CARPET CABINET CENTERLINE CEILING CEILING HEIGHT CLEAR CONFERENCE CONTINUOUS CORRIDOR DIAMETER DIMENSION DOWN DOOR DETAIL DRAWING ELEVATION ELEVATOR EQUAL EQUIPMENT EXISTING FIRE EXTINGUISHER FLOOR FURNITURE GAUGE GALVANIZED GYPSUM WALL BOARD GYPSUM BOARD HARDWARE HEATING, VENTILATION, AIRCONDITIONING INTERIOR JANITOR JUNCTION LABORATORY LAMINATED LAV MAX MEZZ MFR MGR MISC MIN NIC NTS NOM OC OPNG OPP PL PLAM PLYWD PT QTY REF REFRIG REQ REV RM SAN SCHED SEC SF SIM SPECS SQ SS STD STOR SW TV TYP UNO VCT VENT VERT VWC VEST W/ WC WD W/O LAVATORY MAXIMUM MEZZANINE MANUFATURER MANAGER MISCELLANIOUS MINIMUM NOT IN CONTRACT NOT TO SCALE NOMINAL ON CENTER OPENING OPPOSITE PLASTIC LAMINATE PLASTIC LAMINATE PLYWOOD PAINT QUANTITY REFRIGERATOR REFRIGERATOR REQUIRED REVISION/REVISED ROOM SANITARY SCHEDULE SECRETARY SQUARE FOOT SIMILAR SPECIFICATION SQUARE STAINLESS STEEL STANDARD STORAGE SWITCH TELEVISION TYPICAL UNLESS NOTED OTHERWISE VINYL COMPOSITION TILE VENTILATION VERTICAL VINYL WALL COVERING VESTIBULE WITH WALL COVERING WOOD WITHOUT 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. ALL FOLLOWING GENERAL NOTES APPLY TO ALL DRAWINGS FOR THIS PROJECT. ALL CONSTRUCTION SHALL CONFORM TO INTERNATIONAL BUILDING CODE (IBC), INTERNATIONAL PLUMBING CODE, INTERNATIONAL MECHANICAL CODE AND TO O.S.H.A. REQUIREMENTS. REQUIRE ALL SUBCONTRACTORS TO COMPLY WITH THESE REGULATIONS. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. THE CONTRACTOR IS RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS NECESSARY FOR COMPLETION OF WORK. THE CONTRACTOR SHALL GIVE NOTICE TO ALL AUTHORIZED INSPECTORS, SUPERINTENDENTS OR PERSONS IN CHARGE OF UTILITIES AFFECTED BY HIS OPERATIONS PRIOR TO COMMENCING WORK. DO NOT USE PAINTS, PRIMES, SEALERS OR GLUES THAT EMIT FLAMMABLE, TOXIC OR NOXIOUS FUMES. EACH TRADE SHALL BE RESPONSIBLE TO VERIFY THE MATERIALS USED AND COMPLY WITH MANUFACTURERS WRITTEN INSTRUCTIONS FOR THEIR USE. ALL MATERIALS, CONSTRUCTION, AND FINISHES TO BE FIRE RATED, FIRE PROOFED AND FIRE RETARDANT TO MEET LOCAL, STATE AND APPLICABLE NATIONAL FIRE CODES. ALL MATERIALS TO BE NEW AND OF THE BEST QUALITY AVAILABLE AND SHALL BE U.L./F.M. RATED AS REQUIRED. ALL WORK IS TO BE DONE BY THE GENERAL CONTRACTOR UNLESS NOTED OTHERWISE. CONTRACTOR SHALL COORDINATE HIS WORK AND SCHEDULE TO ALLOW UNINTERRUPTED PROGRESS OF WORK AND TO COMPLETE PROJECT WITHIN THE ESTABLISHED SCHEDULE. VERIFY DELIVERY DATES FOR ANY LONG LEAD TIME ITEMS AND MATERIALS IN ORDER TO ENSURE THEIR INSTALLATION IN THE PROPER SEQUENCE OF THE JOB. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR HAVING THE SUBCONTRACTORS COORDINATE THEIR WORK WITH THE WORK OF THE OTHER TRADES INCLUDING WORK NOT IN THE CONTRACT. ALL EXISTING WORK OR WORK PROVIDED BY THE LANDLORD IS NOTED AS "EXISTING". ALL NEW WORK IS NOT NOTED AS "NEW" UNLESS NECESSARY FOR PURPOSES OF CLARITY. ALL PERMIT COSTS TO BE PAID FOR BY CONTRACTOR. THE CONTRACTOR IS TO FILE FOR, AND SECURE ALL APPROVALS, PERMITS, TESTS, INSPECTIONS AND CERTIFICATES OF COMPLIANCE AS REQUIRED. THE CONTRACTOR IS RESPONSIBLE FOR ASSURING THAT ALL PERMITS NECESSARY TO LEGALLY PERFORM THE WORK HAVE BEEN OBTAINED PRIOR TO COMMENCING CONSTRUCTION. ALL DIMENSIONS TO BE VERIFIED IN THE FIELD. REPORT ANY AND ALL DISCREPANCIES, ERRORS OF OMISSIONS TO THE ARCHITECT PRIOR TO COMMENCING WORK AND/ OR ORDERING MATERIALS. MINOR DEVIATIONS, SUBJECT TO CONSTRUCTION REQUIREMENTS AND FIELD CONDITIONS, CAN BE EXPECTED. UNDER NO CIRCUMSTANCES SHALL ANY DIMENSION BE SCALED FROM THESE DRAWINGS. ANY CRUCIAL DIMENSION NOT GIVEN SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. EXISTING DIMENSIONS MAY BE VERIFIED IN THE FIELD. CONTRACTOR SHALL CAREFULLY EXAMINE ALL ELEMENTS OF EXISTING CONDITIONS AND NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR DEVIATIONS. NEW WORK AND FINISHES SHALL CONFORM TO EXISTING ADJACENT WORK AND SHALL BLEND TOGETHER IN SUCH WAYS AS TO BE SIMILAR IN APPEARANCE UNLESS SPECIFICALLY NOTED OTHERWISE. ALL COMPONENTS, MATERIALS, ASSEMBLIES AND FINISHES TO BE CONSTRUCTED AND INSTALLED PER MANUFACTURERS RECOMMENDATIONS. CONTRACTOR SHALL CLEAN UP AREAS AFFECTED BY DAILY WORK AND REMOVE DEBRIS AND MATERIAL FROM THE SITE UPON COMPLETION OF THE WORK. MAINTAIN A CLEAN AND ORDERLY WORK AREA AT ALL TIMES REMOVE SAID MATERIALS TO APPROVED DUMP SITES ONLY. THE CONTRACTOR IS TO KEEP A FULL SET OF UP-TO-DATE PLANS AVAILABLE AT THE JOBSITE AT ALL TIMES. CONTRACTOR SHALL PREPARE A RECORD SET OF AS-BUILT DRAWINGS WHICH REFLECT ANY CHANGES, ADDITIONS OR DELETIONS TO THE LANDLORD APPROVED SET OF DRAWINGS AND PROVIDE TO OWNER UPON COMPLETION OF THE PROJECT. SPECIFIED ITEMS HAVE BEEN SELECTED BECAUSE THEY REFLECT THE STANDARDS OF QUALITY DESIRED, OR POSSESS OTHER FEATURES REQUIRED TO PRESERVE THE DESIGN CONCEPT. THE DESIGNER AND OWNER THEREFORE PRESERVE THE RIGHT TO REQUIRE THE USE OF THE SPECIFIC ITEMS. ANY REQUESTS FOR ALTERNATIVES FOR SPECIFIED ITEMS MUST BE SUBMITTED TO THE DESIGNER OR OWNER IN WRITING, TOGETHER WITH PROOF OF EQUALITY OF SUCH ITEMS. IN ALL CASES, THE BURDEN OF PROOF OF EQUALITY SHALL BE WITH THE BIDDER AND THE DECISION OF THE DESIGNER OR OWNER SHALL BE FINAL. THE OWNER, DESIGNER, OR ENGINEERS WILL NOT BE RESPONSIBLE FOR ANY VERBAL INSTRUCTIONS. CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR AMENDED PLANS SHOULD ANY CHANGES BE MADE TO THESE PLANS BY THE CONTRACTOR OR ANY OF HIS REPRESENTATIVES. THE TENANT'S CONTRACTOR WILL REPAINT AND / OR REPAIR THE OWNER'S PROPERTY DAMAGED DURING TENANT IMPROVEMENT. ALL SUPPORT WIRES MAY ONLY BE CONNECTED TO THE TOP CORD OF JOIST AND/OR STRUCTURAL MEMBERS. ALL MATERIALS USED IN THE CONSTRUCTION OF THIS SPACE MUST BE ASBESTOS FREE. ANY PENETRATION OR MODIFICATIONS TO STRUCTURAL STEEL OR CONCRETE MUST BE COORDINATED AND APPROVED BY THE STRUCTURAL ENGINEER. MARK HART ARCHITECTURE 2007 S. 1st Street, Suite 101 Austin, TX 78704 +1.512/910.7057 www.markhartarch.com GISTERED ARCHIT ARKW.HA RT M E C T E R TS AT SA 20562 XETE FO EXP: 2027-01-01 07/08/2026 CLIENT: Kary Aycock 512-577-6049 PROJECT NUMBER: PROJECT STATUS: HISTORICAL REVIEW Copyright © 2026 by Mark Hart Architecture, INC. All rights reserved. The arrangements depicted herein are the sole property of Mark Hart Architecture, INC. and may not be reproduced in any form without written permission. 1 5 7 8 7 , I X T N T S U A , D E U N E V A 5 1 1 4 D E U N E V A B 5 1 1 4 E T A D I I N O T P R C S E D : I S N O S V E R I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 # DRAWN BY: SRD / CS CHECKED BY: Checker DESIGNED BY: Designer ISSUE DATE: 07/08/2026 SHEET: AG012 I N O T A M R O F N I T C E J O R P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 P O N M L K J I H G F E D C B A A1 SITE PLAN 1/8" = 1'-0" RAMP(S) K L A W E G SID TIN XIS E 18'-6" 8' - 11" DN DN DN E 7" 7' 4 2' 0.1 7° 3 0 1 2 N 15'-0" 1 26.5' LACEBARK ELM; 1/4 CRZ, 1/2 CRZ, FULL CRZ 13' - 3" EXISTING SIDEWALK WEST 42nd STREET S 62° 19' 26" 119.92' SIDE STREET SETBACK LINE 1'-1" 2 5'-1" E 5'-0" 1 UP 1 24.5' LACEBARK ELM; 1/4 CRZ, 1/2 CRZ, FULL CRZ 4'-1" ROOF OVERHANG LOCATION LINE 12' - 3" EXISTING RAMP FOR VISITABLE ENTRY 4115 AVENUE D E K LIN C A B T E D S R A T Y N O R F E D U N E V 5 A 1 1 4 9'-9" 3 6" TO EXTERIOR WALL TO ROOF OVERHANG 4" Y E L L A E K LIN C A B T E R S A E R W 5'-0" 7" 9' 4 5' 0.1 7° 2 0 1 2 S EXISTING DRIVEWAY 39'-0" INTERIOR SIDE YARD SETBACK LINE 6'-3" 3'-2" EXISTING FLATWORK 5'-0" 5'-2" 4-PLEX TO BE PERMITTED SEPARATELY N 62° 18' 24" 120.15' W EXISTING FLATWORK 11' - 6" 3" 23' PECAN; 1/4 CRZ, 1/2 CRZ, FULL CRZ 1 TEMPORARY STAIRWAY AT LEAST ONE TEMPORARY OR PERMANENT STAIRWAY IS REQUIRED WHERE THE CONSTRUCTION EXCEEDS 40 FEET ABOVE THE LOWEST LEVEL OF FIRE DEPARTMENT ACCESS PER 2021 IFC 3312.1. PROVIDE A NOTE OR PLAN DETAILS INDICATING A TEMPORARY STAIRWAY WILL BE PROVIDED. TEMPORARY STANDPIPE A CONSTRUCTION STANDPIPE WAS NOT PROVIDED IN THE BUILDING PLAN SET. PER 2021 IFC 3314.1, A STANDPIPE SHALL BE INSTALLED PRIOR TO CONSTRUCTION EXCEEDING 40 FEET IN HEIGHT ABOVE THE LOWEST LEVEL OF FIRE DEPARTMENT ACCESS DURING CONSTRUCTION. PROVIDE A STANDPIPE LOCATION AND SHOW HOW THE STANDPIPE IS LABELED AND ACCESSIBLE FOR EACH PHASE OF THE PROJECT. COMMUNICATION COVERAGE SPECIFY TWO-WAY EMERGENCY RESPONDER COMMUNICATION COVERAGE WILL BE PROVIDED AFTER CONSTRUCTION IS COMPLETED PER 2021 IFC 510.1 AS AMENDED. SITE PLAN LEGEND MARK HART ARCHITECTURE 2007 S. 1st Street, Suite 101 Austin, TX 78704 +1.512/910.7057 www.markhartarch.com GISTERED ARCHIT ARKW.HA RT M E C T E R TS AT SA 20562 XETE FO EXP: 2027-01-01 07/08/2026 CLIENT: Kary Aycock # A IIIA BUILDING NUM. & TYPE CONSTRUCTION TYPE TRANSFORMER 512-577-6049 PROJECT NUMBER: PROJECT STATUS: HISTORICAL REVIEW Copyright © 2026 by Mark Hart Architecture, INC. All rights reserved. The arrangements depicted herein are the sole property of Mark Hart Architecture, INC. and may not be reproduced in any form without written permission. COMPACT PARKING SC SPRINKLER CLOSET ACCESSIBLE PARKING ACCESSIBLE VAN PARKING RAMP STAIRS ACCESSIBLE ROUTE SITE FENCE PROPERTY LINE XXX.XX' FINISH FLOOR ELEVATION ELECTRIC METERS ACCESS GATE TRAFFIC DIRECTION STEM WALL LOCATIONS EXISTING FLATWORK EXISTING ASPHALT GRASS EXISTING TREE 1 SITE PLAN GENERAL NOTES 1. PROVIDE A KNOX KEY SWITCH AT ALL POWER OPERATED GATES, AND A KNOX BOX AT ALL MANUAL GATES ACROSS THE FIRE ACCESS ROADS FOR FIRE DEPARTMENT ACCESS. 2. ALL GATES ACROSS FIRE ACCESS ROADS SHALL OPEN THE FULL WIDTH OF THE ACCESS ROAD SO THE FIRE ACCESS ROAD IS NOT OBSTRUCTED IN ANY WAY BY THE GATE OR ANY OF THE GATE COMPONENTS. 3. POWER OPERATED GATES ACROSS FIRE ACCESS ROADS MUST BE EQUIPPED WITH GATE OPERATORS LISTED IN ACCORDANCE WITH UL 325. GATES INTENDED FOR AUTOMATIC OPERATION MUST BE DESIGNED, CONSTRUCTED, AND INSTALLED PER ASTM F2200. A MANUAL MEANS OF OPERATING THE GATE IN THE EVENT OF POWER LOSS IS REQUIRED. 4. ONLY INTERIOR WORK, NO WORK OUTSIDE PROPOSED NEAR ANY CRZ'S. PROPERTY INFORMATION PROJECT ADDRESS 4115 AVENUE D LEGAL DESCRIPTION ZONING DISTRICT MF-2-HD-NCCD-ETOD-DBETOD-NP LOT SIZE 12019.93 SQ FT NEIGHBORHOOD PLAN AREA HYDE PARK SITE DEVELOPMENT INFORMATION AREA DESCRIPTION EXISTING SQ FT NEW/ADDED SQ FT TOTAL SQ FT a) 1st floor conditioned area 5206.94 b) 2nd floor conditioned area 480 83.21 5206.94 563.21 D E U N E V A B 5 1 1 4 c) 3rd floor conditioned area d) Basement e) Attached Covered Parking f) Detached Covered Parking g) Covered Wood Decks h) Covered Patio / Porch 93.38 93.38 1 5 7 8 7 , I X T N T S U A , D E U N E V A 5 1 1 4 i) Balcony j) Other - Specify: Total Building Area (TBA) 5780.32 Total Building Coverage (TBC) k) Driveway l) Sidewalks 5300.32 1636.78 600.76 m) Uncovered Patio n) Uncovered Wood Decks o) AC pads and other concrete 1149.7 flatwork p) Other (Pool Coping, Retaining Walls) Total Site Impervious Coverage 8687.56 q) Pool r) Spa Floor-To-Area Ratio (FAR) 1 EAVE PROTECTION NOTE 5863.53 5300.32 44.1% 1636.78 600.76 1149.7 8687.56 72.28% 48.78 2024 IRC TABLE R302.1(1) EXTERIOR WALLS (FOR PROJECTIONS) REQUIRE FIRE- RESISTANCE RATED PROJECTIONS AT GREATER OR EQUAL 2' TO LESS THAN 5' FIRE SEPARATION DISTANCE FROM THE PROPERTY LINE TO BE 1 HOUR RATED ON THE UNDERSIDE, OR HEAVY TIMBER, OR FIRE-RETARDANT-TREATED WOOD. a. THE FIRE RESISTANCE RATING SHALL BE PERMITTED TO BE REDUCED TO 0 HOURS ON THE UNDERSIDE OF THE EAVE IF FIRE BLOCKING IS PROVIDED FROM THE WALL TOP PLATE TO THE UNDERSIDE OF THE ROOF SHEATHING. N E T A D 6 2 0 2 2 2 5 / / I I N O T P R C S E D t n e m m o C n i t s u A f o y t i C e s n o p s e R : I S N O S V E R I # 1 DRAWN BY: CS CHECKED BY: Checker DESIGNED BY: ISSUE DATE: 07/08/2026 SHEET: AS101 N A L P E T S I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 P O N M L K J I H G F E D C B A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 I G N T S X E I EXISTING A1 A1 A1 A1 A1 A1 DN A1 A1 A1 EXISTING I G N T S X E I 2 / 1 DN DN DN " 0 - ' 6 1 " 1 - " 1 - ' ' 0 6 8 2 " 0 - ' 6 1 BATH 1 FOYER UP BATH 2 8.333% 1/ 5 25' - 2 1/2" 25' - 2 1/2" 100' - 1" 74' - 10 1/2" 2/ 3 ROOM 1 BATH 2 ROOM 2 ALTAR STORAGE ROOM 3 " 1 - ' 0 6 GENERAL NOTES - FLOOR PLAN 1. THE INSIDE FACE OF DOOR JAMBS (EXCLUDING DOORS WITHIN RESIDENTIAL UNITS) IS TO BE LOCATED 6 INCHES FROM AN INSIDE CORNER UNLESS NOTED OR SHOWN OTHERWISE. 2. DIMENSIONS ARE LOCATED ON ENLARGED PLANS, SIDES A AND B. ALL DIMENSIONS ARE TO FACE OF PARTITIONS AT NON-PRESCIENT PARTITIONS. 3. REFER TO SHEETS AE601 FOR PARTITION TYPES, NOTES, AND DETAILS. 4. ALL PIPING SHALL NOT MAKE CONTACT WITH ANY INTERNAL FRAMING MATERIALS IN THE PARTITONS, WRAP ALL PIPING WITH 1/2" ARMAFLEX CLOSED CELL NOPRENE OR FELT AT AND POSSIBLE CONTACT POINTS WITH FRAMING. 5. PLUMBING CONTRACTOR TO USE ARMAFLEX IF PIPE IS TOO LARGE FOR THE WALL AND ALSO USE A NAILING PLATE TO PROTECT PIPES. 6. A FULL RESIDENTIAL SPRINKLER SYSTEM DESIGNED, INSTALLED AND TESTED IN ACCORDANCE WITH THE 2025 NFPA 13D OR THE 2024 IRC P2904 STANDARDS WILL BE INSTALLED IN THIS PROPERTY. THE PLANS FOR THE SPRINKLER SYSTEM MUST BE DESIGNED AND INSTALLED BY A TEXAS LICENSED SPRINKLER CONTRACTOR FOR NFPA 13D SYSTEMS OR A TEXAS LICENSED PLUMBER WITH THE MULTIPURPOSE RESIDENTIAL FIRE PROTECTION SPRINKLER SPECIALIST (MRFPSS) ENDORSEMENT. THE SPRINKLER PLANS MUST BE SUBMITTED, REVIEWED, APPROVED, TESTED AND INSPECTED BY AFD PRIOR TO COVERING THE WALLS AND CEILINGS. A FLOW TEST OF THE MOST DEMANDING AREA WILL BE REQUIRED. MARK HART ARCHITECTURE 2007 S. 1st Street, Suite 101 Austin, TX 78704 +1.512/910.7057 www.markhartarch.com GISTERED ARCHIT ARKW.HA RT M E C T E R TS AT SA 20562 XETE FO EXP: 2027-01-01 07/08/2026 CLIENT: Kary Aycock 512-577-6049 USE GROUP / CONSTRUCTION TYPE / SPRINKLED PROJECT NUMBER: RESIDENTIAL / TYPE VA CONSTRUCTION / SPRINKLERED NFPA 13D 1 SPRINKLER NOTE A FULL RESIDENTIAL SPRINKLER SYSTEM DESIGNED, INSTALLED AND TESTED IN ACCORDANCE WITH THE 2025 NFPA 13D OR THE 2024 IRC P2904 STANDARDS WILL BE INSTALLED IN THIS PROPERTY. THE PLANS FOR THE SPRINKLER SYSTEM MUST BE DESIGNED AND INSTALLED BY A TEXAS LICENSED SPRINKLER CONTRACTOR FOR NFPA 13D SYSTEMS OR A TEXAS LICENSED PLUMBER WITH THE A FULL RESIDENTIAL SPRINKLER SYSTEM DESIGNED, INSTALLED, AND TESTED IN MULTIPURPOSE RESIDENTIAL FIRE PROTECTION SPRINKLER SPECIALIST (MRFPSS) ACCORDANCE WITH THE 2025 NFPA 13D OR THE 2024 IRC P2904 STANDARDS WILL ENDORSEMENT. THE SPRINKLER PLANS MUST BE SUBMITTED, REVIEWED, BE INSTALLED IN THIS PROPERTY. THE PLANS FOR THE SPRINKLER SYSTEM MUST APPROVED, TESTED AND INSPECTED BY AFD PRIOR TO COVERING THE WALLS BE DESIGNED AND INSTALLED BY A TEXAS LICENSED SPRINKLER CONTRACTOR AND CEILINGS. A FLOW TEST OF THE MOST DEMANDING AREA WILL BE REQUIRED. FOR NFPA 13D SYSTEMS OR A TEXAS LICENSED PLUMBER WITH THE MULTIPURPOSE RESIDENTIAL FIRE PROTECTION SPRINKLER SPECIALIST (MRFPSS) ENDORSEMENT. THE SPRINKLER PLANS MUST BE SUBMITTED, REVIEWED, APPROVED, TESTED, AND INSPECTED BY AFD PRIOR TO COVERING THE WALLS AND CEILINGS. A FLOW TEST OF THE MOST DEMANDING AREA WILL BE REQUIRED. PROJECT STATUS: HISTORICAL REVIEW Copyright © 2026 by Mark Hart Architecture, INC. All rights reserved. The arrangements depicted herein are the sole property of Mark Hart Architecture, INC. and may not be reproduced in any form without written permission. BATH 4 ROOM 4 ROOM 5 PUMP ROOM SIGNAGE PER IFC 2021 SECTION 509.1 - IDENTIFICATION. FIRE PROTECTION EQUIPMENT SHALL BE IDENTIFIED IN AN APPROVED MANNER. ROOMS CONTAINING CONTROLS FOR AIR-CONDITIONING SYSTEMS OR FIRE PROTECTION SYSTEMS SHALL BE IDENTIFIED FOR THE USE OF THE FIRE DEPARTMENT. APPROVED SIGNS REQUIRED TO IDENTIFY FIRE PROTECTION SYSTEM EQUIPMENT AND EQUIPMENT LOCATION SHALL BE CONSTRUCTED OF DURABLE MATERIALS, PERMANENTLY INSTALLED AND READILY VISIBLE. 100' - 1" 74' - 10 1/2" I5 FLOOR PLAN - MEZZANINE - DEMO 1/8" = 1'-0" I9 FLOOR PLAN - LEVEL 1 - DEMO 1/8" = 1'-0" I G N T S X E I EXISTING A1 A1 A1 S A1 A1 A1 DN A1 A1 A1 EXISTING I G N T S X E I 25' - 2 1/2" 100' - 1" 74' - 10 1/2" 2/ 3 I1/ AE212 2 1 2 2 E A 1 / / 1 A DN DN DN " 0 - ' 6 1 " 1 - " 1 - ' ' 0 6 8 2 " 0 - ' 6 1 BATH 1 FOYER UP BATH 2 EXISITING RAMP 8.333% 1/ 5 I1/ AE211 25' - 2 1/2" ROOM 1 ROOM 2 1 0 6 E A / 6 G BATH 2 ALTAR STORAGE ROOM 3 " 1 - ' 0 6 BATH 4 ROOM 4 ROOM 5 100' - 1" 74' - 10 1/2" WALL LEGEND RE: AE501.1 - AE501.2 A1 A2 C1 INT - 2X4 WOOD - PARTITION WALL INT - 2X4 WOOD - PARTITION WALL (GYP ONE SIDE) INT - 5.5" WOOD - STAGGERED STUD WALL D E U N E V A B 5 1 1 4 1 5 7 8 7 , I X T N T S U A , D E U N E V A 5 1 1 4 KEY PLAN N NTS : I S N O S V E R I E T A D 6 2 0 2 2 2 5 / / I I N O T P R C S E D t n e m m o C n i t s u A f o y t i C e s n o p s e R O M E D & G N T S X E I I # 1 DRAWN BY: CS/AG CHECKED BY: SD DESIGNED BY: Designer ISSUE DATE: 07/08/2026 SHEET: AE111 - S N A L P R O O L F - 1 L E V E L 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 A5 FLOOR PLAN - MEZZANINE - EXISTING 1/8" = 1'-0" A9 FLOOR PLAN - LEVEL 1 - EXISTING 1/8" = 1'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 P O N M L K J I H G F E D C B A EXISTING 21' - 11 3/4" EXISTING EXISTING 4' - 7 1/2" 5' - 4 3/4" 7" 5' - 4 3/4" 4' - 8" 15' - 8 3/4" I G N T S X E I I G N T S X E I I G N T S X E I I G N T S X E I 2 1 2 2 E A / 1 / 1 A DN DN DN G10 AE601 FRONT ROOM 170.66 SF " 1 - ' 8 2' - 11" 3' - 3" 2' - 9" 9' - 5 3/8" A1 1 - U CLOSET A1 " 5 - ' 2 A1 A1 7 - U UP 1 0 6 E A / 6 G 7' - 11 3/4" 7' - 2 1/4" 2' - 1" 2' - 8 7/8" 5' - 1 1/4" WINE CELLAR 81.86 SF WINE CELLAR PREFAB WALLS/DOOR BY OWNER FOYER 126.43 SF " 4 - ' 6 " 1 - ' 1 1 A1 4 - U A1 A1 " 3 - ' 2 " 2 - ' 3 " 5 - ' 3 " 8 - ' 1 A1 GUEST BATH 68.76 SF A 8.333% I G N T S X E I LIVING ROOM 1,120.74 SF " 4 - ' 6 1 " 5 - ' 7 A1 A2 " 2 - ' 7 " 0 - ' 4 " 5 - ' 1 " 6 - ' 7 A1 A1 6' - 8 1/2" " 4 / 3 6 - ' 2 " 2 / 1 2 - ' 2 " 4 / 1 7 - ' 8 1 " 2 / 1 2 - ' 2 KITCHEN 207.22 SF 16' - 6" 2/ 3 I1/ AE212 26510 EGRESS WINDOW 1 BEDROOM 1 285.33 SF " 6 - ' 4 " 4 / 1 6 - ' 4 " 4 / 1 3 - ' 7 8' - 0 1/2" 15' - 3 1/2" 4' - 0 3/4" 3 - U LAUNDRY A1 " 4 / 3 5 - ' 4 " 4 / 1 4 - ' 7 68.86 SF A1 U-3 CLOSET 35.24 SF A " 4 / 3 1 - ' 0 1 A1 BATH 1 38.07 SF " 8 - ' 1 " 8 - ' 3 " 3 - ' 3 " 8 - ' 1 " 8 - ' 3 " 3 - ' 3 " 4 - ' 3 A BATH 2 " 1 - ' 8 38.07 SF CLOSET U-3 35.59 SF A1 A1 A1 A1 U-2 A1 U-4 A1 " 9 - ' 1 " 7 - ' 1 " 1 1 - ' 1 " 0 1 - ' 1 " 2 / 1 6 - ' 4 " 4 / 3 5 - ' 4 " 4 / 1 0 - ' 9 " 1 - ' 7 26410 EGRESS WINDOW 1 BEDROOM 2 269.72 SF A1 10' - 2 1/2" 1'-8" 6'-3" 3'-4" 3'-0" 12' - 11" 5 3/4" 20' - 11 3/4" A1 " 4 / 1 2 - ' 0 1 PRIMARY BATH 141.96 SF A1 A1 FIRE RISER / SPRINKLER ACCESS PANEL 5' - 8" " 2 / 1 6 - ' 1 1 UTILITY A1 56.37 SF PANTRY 35.54 SF 2 - U 5 - U " 5 - ' 4 A1 U-7 1 PRIMARY CLOSET 228.24 SF A1 A1 12' - 11" 9' - 11 3/4" U-4 11" 3' - 11 3/4" 5' - 7 1/2" 1' - 9 3/4" 2' - 8" 2' - 6 1/4" 2' - 0" 3' - 1 1/4" 6' - 8 1/2" " 2 / 1 2 - ' 2 15' - 0 1/2" LIVING ROOM 1,120.74 SF A1 " 4 - ' 6 1 BEDROOM 4 282.82 SF 26410 EGRESS WINDOW 1 A1 U-4 A1 A1 A1 CLOSET 35.48 SF U-3 " 6 - ' 3 " 2 / 1 7 - ' 3 " 2 / 1 3 - ' 4 " 7 - ' 4 " 4 / 1 9 - ' 1 U-4 " 0 1 - ' 2 BATH 4 41.1 SF " 0 1 - ' 3 A1 A " 4 / 3 3 - ' 6 " 4 / 1 1 - ' 4 " 8 - ' 3 " 8 - ' 1 A1 " 0 1 - ' 2 " 0 1 - ' 3 " 8 - ' 3 " 8 - ' 1 U-4 U-4 BATH 3 41.1 SF A1 A CLOSET U-3 35.48 SF A1 A1 " 2 / 1 3 - ' 4 " 7 - ' 4 U-7 7'-4" " 0 - ' 4 " 4 / 3 0 1 - ' 1 1 " 1 1 - ' 1 " 0 - ' 2 " 4 / 1 9 - ' 1 " 1 - ' 2 " 2 / 1 6 - ' 1 " 4 / 3 0 1 - ' 9 " 4 / 3 9 - ' 7 1 " 4 / 1 9 - ' 3 " 2 / 1 7 - ' 3 " 2 / 1 0 1 - ' 8 SHOWER 36.58 SF A1 A WATER CLOSET ROOM U-1 16.48 SF A1 13'-10" PRIMARY BEDROOM 366.84 SF 21' - 5 1/2" 210510 EGRESS WINDOW 1 A1 BEDROOM 3 280.51 SF 21039 EGRESS WINDOW 1 A1 U-2 U-4 " 4 - ' 1 " 2 / 1 7 - ' 2 " 4 / 3 0 1 - ' 1 " 4 / 1 2 - ' 4 " 4 / 1 5 - ' 9 " 2 / 1 5 - ' 9 " 5 - ' 4 " 4 / 1 0 - ' 2 " 1 - ' 2 GENERAL NOTES - FLOOR PLAN 1. THE INSIDE FACE OF DOOR JAMBS (EXCLUDING DOORS WITHIN RESIDENTIAL UNITS) IS TO BE LOCATED 6 INCHES FROM AN INSIDE CORNER UNLESS NOTED OR SHOWN OTHERWISE. 2. DIMENSIONS ARE LOCATED ON ENLARGED PLANS, SIDES A AND B. ALL DIMENSIONS ARE TO FACE OF PARTITIONS AT NON-PRESCIENT PARTITIONS. 3. REFER TO SHEETS AE601 FOR PARTITION TYPES, NOTES, AND DETAILS. 4. ALL PIPING SHALL NOT MAKE CONTACT WITH ANY INTERNAL FRAMING MATERIALS IN THE PARTITONS, WRAP ALL PIPING WITH 1/2" ARMAFLEX CLOSED CELL NOPRENE OR FELT AT AND POSSIBLE CONTACT POINTS WITH FRAMING. 5. PLUMBING CONTRACTOR TO USE ARMAFLEX IF PIPE IS TOO LARGE FOR THE WALL AND ALSO USE A NAILING PLATE TO PROTECT PIPES. 6. A FULL RESIDENTIAL SPRINKLER SYSTEM DESIGNED, INSTALLED AND TESTED IN ACCORDANCE WITH THE 2025 NFPA 13D OR THE 2024 IRC P2904 STANDARDS WILL BE INSTALLED IN THIS PROPERTY. THE PLANS FOR THE SPRINKLER SYSTEM MUST BE DESIGNED AND INSTALLED BY A TEXAS LICENSED SPRINKLER CONTRACTOR FOR NFPA 13D SYSTEMS OR A TEXAS LICENSED PLUMBER WITH THE MULTIPURPOSE RESIDENTIAL FIRE PROTECTION SPRINKLER SPECIALIST (MRFPSS) ENDORSEMENT. THE SPRINKLER PLANS MUST BE SUBMITTED, REVIEWED, APPROVED, TESTED AND INSPECTED BY AFD PRIOR TO COVERING THE WALLS AND CEILINGS. A FLOW TEST OF THE MOST DEMANDING AREA WILL BE REQUIRED. WALL LEGEND RE: AE501.1 - AE501.2 A1 A2 C1 INT - 2X4 WOOD - PARTITION WALL INT - 2X4 WOOD - PARTITION WALL (GYP ONE SIDE) INT - 5.5" WOOD - STAGGERED STUD WALL " 4 / 3 9 - ' 5 1 1 1 2 4 E A / 2 / 1 A " 4 / 3 0 1 - ' 6 " 6 - ' 1 " 6 - ' 1 " 2 / 1 3 - ' 3 " 4 / 3 9 - ' 7 1 " 4 / 1 3 - ' 6 1 I G N T S X E I MARK HART ARCHITECTURE 2007 S. 1st Street, Suite 101 Austin, TX 78704 +1.512/910.7057 www.markhartarch.com GISTERED ARCHIT ARKW.HA RT M E C T E R TS AT SA 20562 XETE FO EXP: 2027-01-01 07/08/2026 CLIENT: Kary Aycock 512-577-6049 PROJECT NUMBER: PROJECT STATUS: HISTORICAL REVIEW Copyright © 2026 by Mark Hart Architecture, INC. All rights reserved. The arrangements depicted herein are the sole property of Mark Hart Architecture, INC. and may not be reproduced in any form without written permission. D E U N E V A B 5 1 1 4 1 5 7 8 7 , I X T N T S U A , D E U N E V A 5 1 1 4 1/ 5 I1/ AE211 EXISTING 21' - 11 3/4" 16' - 3 1/2" 4' - 8 3/4" 5' - 6" 5' - 6" 4' - 8 3/4" 16' - 1 3/4" EXISTING EXISTING KEY PLAN N NTS : I S N O S V E R I A1 FLOOR PLAN - LEVEL 1 - PROPOSED 1/4" = 1'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 # 1 DRAWN BY: CS/AG CHECKED BY: Checker DESIGNED BY: Designer ISSUE DATE: 07/08/2026 SHEET: AE113 E T A D 6 2 0 2 2 2 5 / / I I N O T P R C S E D t n e m m o C n i t s u A f o y t i C e s n o p s e R D E S O P O R P - S N A L P R O O L F - 1 L E V E L P O N M L K J I H G F E D C B A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 REFLECTED CEILING PLAN - GENERAL NOTES 1. FIXTURE TYPES ARE AS NOTED ON LIGHTING SCHEDULE/SPECIFICATIONS. 2. CONTRACTOR TO LOCATE SPRINKLERS AS REQUIRED FOR COMPLIANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL BUILDING/FIRE CODES. 3. FLUSH SPRINKLER HEAD COVERS ARE TO HAVE PAINTABLE CAPS. PAINT TO MATCH THE FINISHED SURFACES ON WHICH THEY ARE LOCATED UNLESS NOTED OTHERWISE. LOCATE IN CENTER OF TILE, AS APPLICABLE. 4. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH DRAWINGS' PLACEMENT OF ALL DUCTWORK, PLUMBING LINES, AND SPRINKLER LINES PRIOR TO INSTALLATION OF LIGHT FIXTURES AS SHOWN ON CONSTRUCTION DOCUMENTS. CONTRACTOR WILL NOTIFY THE DESIGNER IMMEDIATELY UPON DISCOVERY OF ANY FIELD CONDITIONS WHICH WILL PROHIBIT INSTALLATION OF FIXTURES AS SHOWN OR REQUIRED CHANGE TO HEIGHT OF CEILING. 5. ALL SWITCH PLATES, OUTLETS, AND DUPLEX COVER PLATE FINISHES TO BE COORDINATED WITH DESIGNER BEFORE PURCHASE AND INSTALL. ALIGN AND GANG LIGHT SWITCHES AS REQUIRED, REFERENCE ELECTRICAL PLAN FOR SWITCH LOCATIONS. 6. ALL GYPSUM BOARD CEILING SURFACES TO BE PAINTED FLAT FINISH INCLUDING DIFFUSERS AND GRILLS, UNLESS NOTED OTHERWISE. 7.SUBMIT CUTSHEETS OF ALL LIGHTING FIXTURES FOR DESIGNER APPROVAL PRIOR TO ORDER PLACEMENT/INSTALLATION. 8. ALL EXIT SIGNS TO BE EDGE-LIT DIRECTIONAL UNLESS NOTED OTHERWISE. 9. DESIGNER TO APPROVE LOCATION OF FLUSH GYPSUM BOARD CEILING ACCESS PANELS, IF REQUIRED. PAINT TO MATCH THE SURFACES ON WHICH THEY OCCUR. MARK HART ARCHITECTURE 2007 S. 1st Street, Suite 101 Austin, TX 78704 +1.512/910.7057 www.markhartarch.com GISTERED ARCHIT ARKW.HA RT M E C T E R TS AT SA 20562 XETE FO EXP: 2027-01-01 07/08/2026 CLIENT: Kary Aycock 512-577-6049 PROJECT NUMBER: % 2 1 9 . 8 7 % 2 1 9 . 8 7 G N I L I E C D E P O L S G N I L I E C D E P O L S FRONT ROOM CLOSET S S 8' - 2" S S S 8' - 0" S S GFCI S S S WINE CELLAR 8' - 0" FOYER 8' - 0" GUEST BATH 8' - 0" GFCI s 107.591% LIVING ROOM 107.591% SLOPED CEILING SLOPED CEILING % 2 5 4 . 6 0 1 G N I L I E C D E P O L S KITCHEN 20' - 0" I I G N L E C D E P O L S % 2 5 4 . 6 0 1 s LIVING ROOM S 107.591% 107.591% SLOPED CEILING SLOPED CEILING 13' - 11 99/128" 23' - 6" 8' - 6 21/64" BEDROOM 1 % 8 7 5 . 7 G N I L I E C D E P O L S CLOSET 8' - 0" S CLOSET 8' - 0" S S S BATH 1 8' - 0" S S 8' - 0" s GFCI GFCI s 8' - 6 19/256" BEDROOM 2 % 8 7 5 . 7 G N I L I E C D E P O L S 9' - 8 37/256" s S S S sc s S S 9' - 7 225/256" S S 9' - 1" S SC LAUNDRY 11' - 5" GFCI GFCI S GFCI GFCI GFCI sc GFCI GFCI SHOWER 9' - 1" % 2 0 2 . 0 2 G N I L I E C D E P O L S PRIMARY BATH 9' - 1" sc S SS S S 9' - 1" WATER CLOSET ROOM I I G N L E C D E P O L S % 2 0 2 . 0 2 s s S S 20.202% SLOPED CEILING PRIMARY BEDROOM BEDROOM 3 UTILITY 9' - 1" 11' - 6 1/8" PRIMARY CLOSET S S S S 9' - 1" S S s sc S GFCI GFCI BATH 4 8' - 0" BATH 3 8' - 0" s S S s S S S CLOSET 8' - 0" CLOSET 8' - 0" S % 9 6 6 . 7 I I G N L E C D E P O L S GFCI s PANTRY 9' - 1" S S S BEDROOM 4 % 9 6 6 . 7 I I G N L E C D E P O L S 10. ALL LIGHTING TO BE 2700K COLOR TEMPERATURE. TO ASSIMULATE INCANDESCENT LIGHTING AS CLOSE AS POSSIBLE. PROJECT STATUS: 11. WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE BUILDING CODES. 12. SUBSTITUTIONS SHALL NOT BE MADE UNLESS ARCHITECT'S APPROVAL IS RECEIVED VIA CUT SHEETS AND SHOP DRAWINGS SUBMITTED FOR APPROVAL. 13. CEILING MOUNTED SPEAKERS TO BE PAINTED SAME COLOR AS FIELD OF CELING IN WHICH THEY OCCUR. HISTORICAL REVIEW Copyright © 2026 by Mark Hart Architecture, INC. All rights reserved. The arrangements depicted herein are the sole property of Mark Hart Architecture, INC. and may not be reproduced in any form without written permission. 14. LIGHT FIXTURES IN UTILITY ROOMS, STORAGE ROOMS, & CLOSETS TO BE CENTERED IN SPACE UNLESS OTHERWISE NOTED. 15. ALL UTILITY ROOMS, STORAGE ROOMS, & CLOSETS TO HAVE A CEILING HEIGHT OF 9'-0" AND A GYPSUM WALL BOARD CEILING FINISH UNLESS OTHERWISE NOTED. 16. DIMENSIONS OF FIXTURES, DEVICES, ETC. ARE TO CENTERLINE OF FIXTURE, U.O.N. WHERE ITEMS ARE IN LINE, CENTERLINE OF ITEMS OR GROUP OF ITEMS TO ALIGN, U.O.N. 17. LIGHTING PLACEMENT & FIXTURE SELECTION FOR UTILITY AREAS, STAIRWELLS, & PARKING GARAGES BY ELECTRICAL ENGINEER. 18. SMOKE DETECTOR SYSTEM TO BE HARDWIRED, INTERCONNECTED, & HAVE BATTERY BACK-UP AT EACH SLEEPING ROOM AND VICINITY IN ACCORDANCE WITH IRC R314. 19. COMBINATION CARBON MONOXIDE AND SMOKE ALARMS TO BE INSTALLED IN ACCORDANCE WITH UL 217 AND UL 2034. REFLECTED CEILING PLAN LEGEND DOWNLIGHT EXTERIOR SCONCE ALIGN ALIGN ELEMENTS EXPOSED CEILING GYPSUM WALL BOARD (DRYWALL) s SMOKE DETECTOR DUPLEX OUTLET CHANDELIER J S J-BOX SWITCH EXHAUST FAN CEILING FAN 0'-0" HEIGHT sc COMBINATION CARBON MONOXIDE & SMOKE DETECTOR WALL LEGEND RE: AE501.1 - AE501.2 A1 A2 C1 INT - 2X4 WOOD - PARTITION WALL INT - 2X4 WOOD - PARTITION WALL (GYP ONE SIDE) INT - 5.5" WOOD - STAGGERED STUD WALL GENERAL NOTES - FLOOR PLAN D E U N E V A B 5 1 1 4 1 5 7 8 7 , I X T N T S U A , D E U N E V A 5 1 1 4 1. THE INSIDE FACE OF DOOR JAMBS (EXCLUDING DOORS WITHIN RESIDENTIAL UNITS) IS TO BE LOCATED 6 INCHES FROM AN INSIDE CORNER UNLESS NOTED OR SHOWN OTHERWISE. 2. DIMENSIONS ARE LOCATED ON ENLARGED PLANS, SIDES A AND B. ALL DIMENSIONS ARE TO FACE OF PARTITIONS AT NON-PRESCIENT PARTITIONS. 3. REFER TO SHEETS AE601 FOR PARTITION TYPES, NOTES, AND DETAILS. 4. ALL PIPING SHALL NOT MAKE CONTACT WITH ANY INTERNAL FRAMING MATERIALS IN THE PARTITONS, WRAP ALL PIPING WITH 1/2" ARMAFLEX CLOSED CELL NOPRENE OR FELT AT AND POSSIBLE CONTACT POINTS WITH FRAMING. 5. PLUMBING CONTRACTOR TO USE ARMAFLEX IF PIPE IS TOO LARGE FOR THE WALL AND ALSO USE A NAILING PLATE TO PROTECT PIPES. 6. A FULL RESIDENTIAL SPRINKLER SYSTEM DESIGNED, INSTALLED AND TESTED IN ACCORDANCE WITH THE 2025 NFPA 13D OR THE 2024 IRC P2904 STANDARDS WILL BE INSTALLED IN THIS PROPERTY. THE PLANS FOR THE SPRINKLER SYSTEM MUST BE DESIGNED AND INSTALLED BY A TEXAS LICENSED SPRINKLER CONTRACTOR FOR NFPA 13D SYSTEMS OR A TEXAS LICENSED PLUMBER WITH THE MULTIPURPOSE RESIDENTIAL FIRE PROTECTION SPRINKLER SPECIALIST (MRFPSS) ENDORSEMENT. THE SPRINKLER PLANS MUST BE SUBMITTED, REVIEWED, APPROVED, TESTED AND INSPECTED BY AFD PRIOR TO COVERING THE WALLS AND CEILINGS. A FLOW TEST OF THE MOST DEMANDING AREA WILL BE REQUIRED. E T A D 6 2 0 2 2 2 5 / / 1 KEY PLAN N NTS : I S N O S V E R I I I N O T P R C S E D t n e m m o C n i t s u A f o y t i C e s n o p s e R A1 UNIT 1 - REFLECTED CEILING PLAN - LEVEL 1 - PROPOSED 1/4" = 1'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 # 1 DRAWN BY: CS/AG CHECKED BY: Checker DESIGNED BY: Designer ISSUE DATE: 07/08/2026 SHEET: AE114 D E S O P O R P - N A L P G N I L I E C D E T C E L F E R - 1 L E V E L P O N M L K J I H G F E D C B A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 GENERAL NOTES - FLOOR PLAN 1. THE INSIDE FACE OF DOOR JAMBS (EXCLUDING DOORS WITHIN RESIDENTIAL UNITS) IS TO BE LOCATED 6 INCHES FROM AN INSIDE CORNER UNLESS NOTED OR SHOWN OTHERWISE. 2. DIMENSIONS ARE LOCATED ON ENLARGED PLANS, SIDES A AND B. ALL DIMENSIONS ARE TO FACE OF PARTITIONS AT NON-PRESCIENT PARTITIONS. 3. REFER TO SHEETS AE601 FOR PARTITION TYPES, NOTES, AND DETAILS. 4. ALL PIPING SHALL NOT MAKE CONTACT WITH ANY INTERNAL FRAMING MATERIALS IN THE PARTITONS, WRAP ALL PIPING WITH 1/2" ARMAFLEX CLOSED CELL NOPRENE OR FELT AT AND POSSIBLE CONTACT POINTS WITH FRAMING. 5. PLUMBING CONTRACTOR TO USE ARMAFLEX IF PIPE IS TOO LARGE FOR THE WALL AND ALSO USE A NAILING PLATE TO PROTECT PIPES. 6. A FULL RESIDENTIAL SPRINKLER SYSTEM DESIGNED, INSTALLED AND TESTED IN ACCORDANCE WITH THE 2025 NFPA 13D OR THE 2024 IRC P2904 STANDARDS WILL BE INSTALLED IN THIS PROPERTY. THE PLANS FOR THE SPRINKLER SYSTEM MUST BE DESIGNED AND INSTALLED BY A TEXAS LICENSED SPRINKLER CONTRACTOR FOR NFPA 13D SYSTEMS OR A TEXAS LICENSED PLUMBER WITH THE MULTIPURPOSE RESIDENTIAL FIRE PROTECTION SPRINKLER SPECIALIST (MRFPSS) ENDORSEMENT. THE SPRINKLER PLANS MUST BE SUBMITTED, REVIEWED, APPROVED, TESTED AND INSPECTED BY AFD PRIOR TO COVERING THE WALLS AND CEILINGS. A FLOW TEST OF THE MOST DEMANDING AREA WILL BE REQUIRED. MARK HART ARCHITECTURE 2007 S. 1st Street, Suite 101 Austin, TX 78704 +1.512/910.7057 www.markhartarch.com GISTERED ARCHIT ARKW.HA RT M E C T E R TS AT SA 20562 XETE FO EXP: 2027-01-01 07/08/2026 CLIENT: Kary Aycock 512-577-6049 USE GROUP / CONSTRUCTION TYPE / SPRINKLED PROJECT NUMBER: GROUP A3, B, R2 / TYPE VA CONSTRUCTION / SPRINKLERED NFPA 13 SPRINKLER NOTE A FULL RESIDENTIAL SPRINKLER SYSTEM DESIGNED, INSTALLED, AND TESTED IN ACCORDANCE WITH THE 2025 NFPA 13D OR THE 2024 IRC P2904 STANDARDS WILL BE INSTALLED IN THIS PROPERTY. THE PLANS FOR THE SPRINKLER SYSTEM MUST BE DESIGNED AND INSTALLED BY A TEXAS LICENSED SPRINKLER CONTRACTOR FOR NFPA 13D SYSTEMS OR A TEXAS LICENSED PLUMBER WITH THE MULTIPURPOSE RESIDENTIAL FIRE PROTECTION SPRINKLER SPECIALIST (MRFPSS) ENDORSEMENT. THE SPRINKLER PLANS MUST BE SUBMITTED, REVIEWED, APPROVED, TESTED, AND INSPECTED BY AFD PRIOR TO COVERING THE WALLS AND CEILINGS. A FLOW TEST OF THE MOST DEMANDING AREA WILL BE REQUIRED. PUMP ROOM SIGNAGE PER IFC 2021 SECTION 509.1 - IDENTIFICATION. FIRE PROTECTION EQUIPMENT SHALL BE IDENTIFIED IN AN APPROVED MANNER. ROOMS CONTAINING CONTROLS FOR AIR-CONDITIONING SYSTEMS OR FIRE PROTECTION SYSTEMS SHALL BE IDENTIFIED FOR THE USE OF THE FIRE DEPARTMENT. APPROVED SIGNS REQUIRED TO IDENTIFY FIRE PROTECTION SYSTEM EQUIPMENT AND EQUIPMENT LOCATION SHALL BE CONSTRUCTED OF DURABLE MATERIALS, PERMANENTLY INSTALLED AND READILY VISIBLE. ELEVATOR RECALL PER IBC 2021 SECTION 3008.7.1 - THE FIRE COMMAND CENTER OR AN ALTERNATE LOCATION APPROVED BY THE FIRE DEPARTMENT SHALL BE PROVIDED WITH THE MEANS TO MANUALLY INITIATE A PHASE I EMERGENCY RECALL OF THE OCCUPANT EVACUATION ELEVATORS IN ACCORDANCE WITH ASME A17.1/CSA B44. PER IFC 2021 SECTION 604.2 - EMERGENCY OPPERATION. EXISTING ELEVATORS WITH A TRAVEL DISTANCE OF 25 FEET (7620 MM) OR MORE SHALL COMPLY WITH THE REQUIREMENTS IN CHAPTER 11. NEW ELEVATORS SHALL BE PROVIDED WITH PHASE I EMERGENCY RECALL OPERATION AND PHASE II EMERGENCY IN-CAR OPERATION IN ACCORDANCE WITH ASME A17.1/CSA B44. WALL LEGEND RE: AE501.1 - AE501.2 A1 A2 C1 INT - 2X4 WOOD - PARTITION WALL INT - 2X4 WOOD - PARTITION WALL (GYP ONE SIDE) INT - 5.5" WOOD - STAGGERED STUD WALL PROJECT STATUS: HISTORICAL REVIEW Copyright © 2026 by Mark Hart Architecture, INC. All rights reserved. The arrangements depicted herein are the sole property of Mark Hart Architecture, INC. and may not be reproduced in any form without written permission. D E U N E V A B 5 1 1 4 1 5 7 8 7 , I X T N T S U A , D E U N E V A 5 1 1 4 DN I R A T S I G N D N A L 3'-0" 1 0 6 E A / 6 G OPEN TO BELOW 3' - 8" 5' - 8" 2' - 1" 25' - 6" 25' - 6" L10 AE601 1 S A1 A1 A1 " 1 - ' 8 2 A1 A1 " 4 / 3 3 - ' 1 1 A1 " 2 / 1 5 - ' 5 " 4 / 3 3 - ' 1 1 MEZZANINE 563.21 SF " 6 - ' 7 2 " 6 - ' 7 2 E T A D 6 2 0 2 2 2 5 / / KEY PLAN N NTS : A1 A1 A1 A8 FLOOR PLAN - MEZZANINE - PROPOSED 3/8" = 1'-0" 3' - 8" 5' - 8" 2' - 1" 14' - 1" 25' - 6" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 I I N O T P R C S E D t n e m m o C n i t s u A f o y t i C e s n o p s e R I S N O S V E R I # 1 DRAWN BY: CS/AG CHECKED BY: Checker DESIGNED BY: Designer ISSUE DATE: 07/08/2026 SHEET: AE115 D E S O P O R P - N A L P R O O L F - I E N N A Z Z E M P O N M L K J I H G F E D C B A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 GENERAL NOTES - FLOOR PLAN 1. THE INSIDE FACE OF DOOR JAMBS (EXCLUDING DOORS WITHIN RESIDENTIAL UNITS) IS TO BE LOCATED 6 INCHES FROM AN INSIDE CORNER UNLESS NOTED OR SHOWN OTHERWISE. 2. DIMENSIONS ARE LOCATED ON ENLARGED PLANS, SIDES A AND B. ALL DIMENSIONS ARE TO FACE OF PARTITIONS AT NON-PRESCIENT PARTITIONS. 3. REFER TO SHEETS AE601 FOR PARTITION TYPES, NOTES, AND DETAILS. 4. ALL PIPING SHALL NOT MAKE CONTACT WITH ANY INTERNAL FRAMING MATERIALS IN THE PARTITONS, WRAP ALL PIPING WITH 1/2" ARMAFLEX CLOSED CELL NOPRENE OR FELT AT AND POSSIBLE CONTACT POINTS WITH FRAMING. 5. PLUMBING CONTRACTOR TO USE ARMAFLEX IF PIPE IS TOO LARGE FOR THE WALL AND ALSO USE A NAILING PLATE TO PROTECT PIPES. 6. A FULL RESIDENTIAL SPRINKLER SYSTEM DESIGNED, INSTALLED AND TESTED IN ACCORDANCE WITH THE 2025 NFPA 13D OR THE 2024 IRC P2904 STANDARDS WILL BE INSTALLED IN THIS PROPERTY. THE PLANS FOR THE SPRINKLER SYSTEM MUST BE DESIGNED AND INSTALLED BY A TEXAS LICENSED SPRINKLER CONTRACTOR FOR NFPA 13D SYSTEMS OR A TEXAS LICENSED PLUMBER WITH THE MULTIPURPOSE RESIDENTIAL FIRE PROTECTION SPRINKLER SPECIALIST (MRFPSS) ENDORSEMENT. THE SPRINKLER PLANS MUST BE SUBMITTED, REVIEWED, APPROVED, TESTED AND INSPECTED BY AFD PRIOR TO COVERING THE WALLS AND CEILINGS. A FLOW TEST OF THE MOST DEMANDING AREA WILL BE REQUIRED. MARK HART ARCHITECTURE 2007 S. 1st Street, Suite 101 Austin, TX 78704 +1.512/910.7057 www.markhartarch.com GISTERED ARCHIT ARKW.HA RT M E C T E R TS AT SA 20562 XETE FO EXP: 2027-01-01 07/08/2026 CLIENT: Kary Aycock 512-577-6049 % 2 1 9 . 8 7 % 2 1 9 . 8 7 % 8 3 2 . 5 4 % 8 3 2 . 5 4 % 2 5 4 . 6 0 1 % 2 5 4 . 6 0 1 107.591% 107.591% % 2 5 4 . 6 0 1 % 2 5 4 . 6 0 1 107.591% 107.591% % 8 7 5 . 7 % 2 0 2 . 0 2 % 2 0 2 . 0 2 % 9 6 6 . 7 20.202% USE GROUP / CONSTRUCTION TYPE / SPRINKLED PROJECT NUMBER: RESIDENTIAL / TYPE VA CONSTRUCTION / SPRINKLERED NFPA 13D PUMP ROOM SIGNAGE A FULL RESIDENTIAL SPRINKLER SYSTEM DESIGNED, INSTALLED AND TESTED IN ACCORDANCE WITH THE 2025 NFPA 13D OR THE 2024 IRC P2904 STANDARDS WILL BE INSTALLED IN THIS PROPERTY. THE PLANS FOR THE SPRINKLER SYSTEM MUST BE DESIGNED AND INSTALLED BY A TEXAS LICENSED SPRINKLER CONTRACTOR FOR NFPA 13D SYSTEMS OR A TEXAS LICENSED PLUMBER WITH THE MULTIPURPOSE RESIDENTIAL FIRE PROTECTION SPRINKLER SPECIALIST (MRFPSS) PER IFC 2021 SECTION 509.1 - IDENTIFICATION. FIRE PROTECTION EQUIPMENT ENDORSEMENT. THE SPRINKLER PLANS MUST BE SUBMITTED, REVIEWED, SHALL BE IDENTIFIED IN AN APPROVED MANNER. ROOMS CONTAINING CONTROLS APPROVED, TESTED AND INSPECTED BY AFD PRIOR TO COVERING THE WALLS FOR AIR-CONDITIONING SYSTEMS OR FIRE PROTECTION SYSTEMS SHALL BE AND CEILINGS. A FLOW TEST OF THE MOST DEMANDING AREA WILL BE REQUIRED. IDENTIFIED FOR THE USE OF THE FIRE DEPARTMENT. APPROVED SIGNS REQUIRED TO IDENTIFY FIRE PROTECTION SYSTEM EQUIPMENT AND EQUIPMENT LOCATION SHALL BE CONSTRUCTED OF DURABLE MATERIALS, PERMANENTLY INSTALLED AND READILY VISIBLE. PROJECT STATUS: HISTORICAL REVIEW Copyright © 2026 by Mark Hart Architecture, INC. All rights reserved. The arrangements depicted herein are the sole property of Mark Hart Architecture, INC. and may not be reproduced in any form without written permission. 1 5 7 8 7 , I X T N T S U A , D E U N E V A 5 1 1 4 D E U N E V A B 5 1 1 4 E T A D A1 ROOF PLAN - EXISTING 1/4" = 1'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 # DRAWN BY: CS CHECKED BY: Checker DESIGNED BY: Designer ISSUE DATE: 07/08/2026 SHEET: AE116 N A L P F O O R G N T S X E I I KEY PLAN N NTS : I S N O S V E R I I I N O T P R C S E D P O N M L K J I H G F E D C B A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 MARK HART ARCHITECTURE 2007 S. 1st Street, Suite 101 Austin, TX 78704 +1.512/910.7057 www.markhartarch.com GISTERED ARCHIT ARKW.HA RT M E C T E R EXISTING COMPOSITE SHINGLE EXISTING COMPOSITE SHINGLE EXISTING BRICK EXISTING LAP SIDING UNIT 1 - MEZZANINE 9' - 6" UNIT 1 - LEVEL 1 -6" GRADE -2' - 2" " 0 - ' 0 1 " 8 - ' 1 EXISTING BRICK EXISTING CONCRETE EXISTING COMPOSITE SHINGLE EXISTING BRICK / " 8 7 2 - ' 2 2' - 3 1/2" / " 4 1 8 - ' 2 2' - 7 1/2" / " 8 3 8 - ' 1 " 6 - ' 3 I1 EAST ELEVATION 1/4" = 1'-0" 1 EGRESS WINDOW(S) NOTE: EMERGENCY ESCAPE AND RESCUE WINDOW (EGRESS WINDOWS). EGRESS WINDOWS ARE REQUIRED TO COMPLY WITH R319 (EMERGENCY ESCAPE AND RESCUE OPENINGS) FOR 5.7 SF MINIMUM SIZE PER R319.2.1 (MINIMUM SIZE), 24" CLEAR MINIMUM HEIGHT DIMENSION AND 20" CLEAR MINIMUM WIDTH DIMENSION PER R319.2.2 (MINIMUM DIMENSIONS), AND 44 IN. MAXIMUM HEIGHT FROM FLOOR PER R319.2.3 (MAXIMUM HEIGHT FROM FLOOR). TS AT SA 20562 XETE FO EXP: 2027-01-01 07/08/2026 CLIENT: Kary Aycock 512-577-6049 PROJECT NUMBER: PROJECT STATUS: HISTORICAL REVIEW Copyright © 2026 by Mark Hart Architecture, INC. All rights reserved. The arrangements depicted herein are the sole property of Mark Hart Architecture, INC. and may not be reproduced in any form without written permission. D E U N E V A B 5 1 1 4 1 5 7 8 7 , I X T N T S U A , D E U N E V A 5 1 1 4 EXISTING COMPOSITE SHINGLE EXISTING LAP SIDING EXISTING COMPOSITE SHINGLE EXISTING COMPOSITE SHINGLE EXISTING BRICK UNIT 1 - MEZZANINE 9' - 6" UNIT 1 - LEVEL 1 -6" GRADE -2' - 2" " 0 - ' 0 1 " 8 - ' 1 MATERIAL LEGEND E T A D 6 2 0 2 2 2 5 / / KEY PLAN N NTS : I S N O S V E R I I I N O T P R C S E D t n e m m o C n i t s u A f o y t i C e s n o p s e R A1 NORTH ELEVATION 1/4" = 1'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 # 1 DRAWN BY: CJW CHECKED BY: Checker DESIGNED BY: Designer ISSUE DATE: 07/08/2026 SHEET: AE211 I S N O T A V E L E P O N M L K J I H G F E D C B A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 MARK HART ARCHITECTURE 2007 S. 1st Street, Suite 101 Austin, TX 78704 +1.512/910.7057 www.markhartarch.com GISTERED ARCHIT ARKW.HA RT M E C T E R EXISTING COMPOSITE SHINGLE EXISTING COMPOSITE SHINGLE EXISTING LAP SIDING EXISTING BRICK EXISTING BRICK EXISTING BRICK " 6 - ' 2 I1 WEST ELEVATION 1/4" = 1'-0" EXISTING COMPOSITE SHINGLE EXISTING BRICK UNIT 1 - MEZZANINE 9' - 6" " 0 - ' 0 1 " 8 - ' 1 UNIT 1 - LEVEL 1 -6" GRADE -2' - 2" EGRESS WINDOW(S) NOTE: 1 EMERGENCY ESCAPE AND RESCUE WINDOW (EGRESS WINDOWS). EGRESS WINDOWS ARE REQUIRED TO COMPLY WITH R319 (EMERGENCY ESCAPE AND RESCUE OPENINGS) FOR 5.7 SF MINIMUM SIZE PER R319.2.1 (MINIMUM SIZE), 24" CLEAR MINIMUM HEIGHT DIMENSION AND 20" CLEAR MINIMUM WIDTH DIMENSION PER R319.2.2 (MINIMUM DIMENSIONS), AND 44 IN. MAXIMUM HEIGHT FROM FLOOR PER R319.2.3 (MAXIMUM HEIGHT FROM FLOOR). TS AT SA 20562 XETE FO EXP: 2027-01-01 07/08/2026 CLIENT: Kary Aycock 512-577-6049 PROJECT NUMBER: PROJECT STATUS: HISTORICAL REVIEW Copyright © 2026 by Mark Hart Architecture, INC. All rights reserved. The arrangements depicted herein are the sole property of Mark Hart Architecture, INC. and may not be reproduced in any form without written permission. D E U N E V A B 5 1 1 4 1 5 7 8 7 , I X T N T S U A , D E U N E V A 5 1 1 4 EXISTING COMPOSITE SHINGLE EXISTING BRICK EXISTING LAP SIDING MATERIAL LEGEND UNIT 1 - MEZZANINE 9' - 6" UNIT 1 - LEVEL 1 -6" GRADE -2' - 2" " 0 - ' 0 1 " 8 - ' 1 " 7 - ' 2 KEY PLAN N NTS : I S N O S V E R I E T A D 6 2 0 2 2 2 5 / / I I N O T P R C S E D t n e m m o C n i t s u A f o y t i C e s n o p s e R A1 SOUTH ELEVATION 1/4" = 1'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 # 1 DRAWN BY: CJW CHECKED BY: Checker DESIGNED BY: Designer ISSUE DATE: 07/08/2026 SHEET: AE212 I S N O T A V E L E P O N M L K J I H G F E D C B A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 1 " 1 - ' 3 I H T D W G N D N A L I 3'-2" LANDING DEPTH S I R A T S I G N D N A L 5 6 13 12 DN 11 3'-0" 10 9 7 8 OPEN TO BELOW 1 " 6 - ' 3 UNIT 1 - MEZZANINE 9' - 6" L10 ENLARGED PLAN - SPIRAL STAIR - MEZZANINE LEVEL 1/2" = 1'-0" WINDOW SCHEDULE R311.7.10.1 Spiral stairways. The clear width at and below the handrails at spiral stairways shall be not less than 26 inches (660 mm) and the walkline radius shall be not greater than 24 1/2 inches (622 mm). Each tread shall have a depth of not less than 6 3/4 inches (171 mm) at the walkline. Treads shall be identical, and the rise shall be not more than 9 1/2 inches (241 mm). Headroom shall be not less than 6 feet 6 inches (1982 mm). 1 " 2 2'-6" 2'-6" " 0 1 - ' 5 " 0 1 - ' 7 " 0 1 - ' 4 " 0 1 - ' 6 " 0 - ' 0 1 H C A E " 8 @ S R E S R 3 1 I " 7 - ' 6 . I N M " 6 - ' 6 " 4 - ' 3 . I N M " 6 2 2 1 11 WLR 3 4 5 10 1 ' - 2 " 9 6 7 8 3'-0" TREAD WIDTH 2" 3'-0" LANDING DEPTH TTT UUU WWW XXX G WIDTH 3'-0" DIN LAN Type Mark Width Height Head Height Sill Height Type Comments Window Material Window Finish Location WINDOW SCHEDULE TTT UUU WWW XXX 2' - 10" 2' - 6" 2' - 6" 2' - 10" 5' - 10" 5' - 10" 4' - 10" 3' - 9" 8' - 5" 8' - 4" 7' - 5" 7' - 3" 2' - 7" 2' - 6" 2' - 7" 3' - 6" OPERABLE OPERABLE OPERABLE OPERABLE VINYL VINYL VINYL VINYL BRONZE BRONZE BRONZE BRONZE UNIT 1 - LEVEL 1 -6" " 8 . P Y T SPIRAL STAIR: 36" TREAD WIDTH; 26" MIN. CLEAR WIDTH MAINTAINED; 24 1/2" MAX WALKLINE RADIUS (WLR); 6 3/4" MIN. REQUIRED TREAD DEPTH AT WALKLINE, 1'-2" ACTUAL. G6 ELEVATION - SPIRAL STAIR 1/2" = 1'-0" G10 ENLARGED PLAN - SPIRAL STAIR - LEVEL 1 1/2" = 1'-0" WALL DETAILS DOOR SCHEDULE MARK HART ARCHITECTURE 2007 S. 1st Street, Suite 101 Austin, TX 78704 +1.512/910.7057 www.markhartarch.com GISTERED ARCHIT ARKW.HA RT M E C T E R TS AT SA 20562 XETE FO EXP: 2027-01-01 07/08/2026 CLIENT: Kary Aycock 512-577-6049 PROJECT NUMBER: PROJECT STATUS: HISTORICAL REVIEW Copyright © 2026 by Mark Hart Architecture, INC. All rights reserved. The arrangements depicted herein are the sole property of Mark Hart Architecture, INC. and may not be reproduced in any form without written permission. D E U N E V A B 5 1 1 4 1 5 7 8 7 , I X T N T S U A , D E U N E V A 5 1 1 4 CORRIDOR UNIT 5/8" TYPE X FIRE RATED GYP 5/8" TYPE X FIRE RATED GYP BOARD BOARD R-15 BATT INSULATION TO FILL WALL CAVITY STAGGERED 2X4 WALL 16" STAGGERED 2X4 WALL 16" O.C., WITH 2X6 SOLE PLATE O.C., WITH 2X6 SOLE PLATE AND TOP PLATES AND TOP PLATES RE:STRUCTURAL RE:STRUCTURAL 5/8" TYPE X FIRE RATED GYP 5/8" TYPE X FIRE RATED GYP BOARD BOARD R-13 BATT INSULATION OPTIONAL (FOR SOUND REDUCTION PURPOSES ONLY) 2X STUD WALL RE:STRUCTURAL D6 STAGGERED STUD WALL ASSEMBLY 1 1/2" = 1'-0" D10 TYPICAL PARTITION WALL ASSEMBLY 1 1/2" = 1'-0" SCHED. WIDTH SCHED. HEIGHT 3 1/2" 3 1/2" 3 1/2" 3 1/2" " 2 / 1 3 T H G E H I . D E H C S " 2 / 1 3 T H G E H I . D E H C S U-1 ↓ U-5 U-6 ↓ U-7 E T A D 6 2 0 2 2 2 5 / / 2X6 TREATED WOOD SOLE PLATE RE:STRUCTURAL BASEBOARD RE:UNIT SCHEDULE SHEET AE400 " 4 / 1 CONCRETE RE: STRUCTURAL " 4 / 1 CONCRETE RE: STRUCTURAL 2X TREATED WOOD SOLE PLATE RE:STRUCTURAL BASEBOARD RE:UNIT SCHEDULE SHEET AE400 Type Mark Width Height Door Thickness DOOR SCHEDULE Frame Material Finish Material Finish Description Location Hardware U-1 U-2 U-3 U-4 U-5 U-6 U-7 2' - 0" 2' - 4" 2' - 6" 2' - 8" 3' - 0" 4' - 0" 5' - 0" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 7' - 0" 6' - 8" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/8" 1 3/8" WD WD WD WD WD HC HC PRIMED WD PRIMED WD PRIMED WD PRIMED WD PRIMED WD PRIMED WD PRIMED WD PRIMED PRIMED PRIMED PRIMED PRIMED PRIMED PRIMED SINGLE SINGLE SINGLE SINGLE SINGLE DOUBLE DOUBLE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 A6 SOLE PLATE @ STAGGERED STUD WALL 1 1/2" = 1'-0" A10 SOLE PLATE @ PARTITION WALL 1 1/2" = 1'-0" I I N O T P R C S E D t n e m m o C n i t s u A f o y t i C e s n o p s e R : I S N O S V E R I # 1 DRAWN BY: Author CHECKED BY: Checker DESIGNED BY: Designer ISSUE DATE: 07/08/2026 SHEET: AE601 I S L A T E D @ E L U D E H C S R O O D