B.7.1 - 1100 Kingsbury St - Plans — original pdf

Backup

KINGSBURY COMMONS - SUPPORT BUILDINGS CONCEPT RENDERING ZONING & CODE ANALYSIS BUILDINGS A & B BUILDING C FOR REFERENCE ONLY VICINITY MAP LEGAL DESCRIPTION 42.26 AC OF OLT 8 DIVISION Z AND 12.85 AC OF OLT 12&13 DIVISION E. LEGAL DESCRIPTION 42.26 AC OF OLT 8 DIVISION Z AND 12.85 AC OF OLT 12&13 DIVISION E. LEGAL DESCRIPTION 42.26 AC OF OLT 8 DIVISION Z AND 12.85 AC OF OLT 12&13 DIVISION E. BUILDING A BUILDING CODES BUILDING B BUILDING CODES BUILDING C BUILDING CODES 2015 INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL MECHANICAL CODE 2015 INTERNATIONAL PLUMBING CODE 2014 NATIONAL ELECTRIC CODE 2015 INTERNATIONAL ENERGY CONSERVATION CODE UNIFIED DEVELOPMENT CODE 2015 INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL MECHANICAL CODE 2015 INTERNATIONAL PLUMBING CODE 2014 NATIONAL ELECTRIC CODE 2015 INTERNATIONAL ENERGY CONSERVATION CODE UNIFIED DEVELOPMENT CODE BUILDING DESCRIPTION STEEL FRAMED PUBLIC RESTROOMS BUILDING DESCRIPTION STEEL FRAMED STORAGE BUILDING BUILDING DESCRIPTION 2015 INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL MECHANICAL CODE 2015 INTERNATIONAL PLUMBING CODE 2014 NATIONAL ELECTRIC CODE 2015 INTERNATIONAL ENERGY CONSERVATION CODE UNIFIED DEVELOPMENT CODE HISTORIC TUDOR COTTAGE, ASSEMBLY SPACE. ADAPTIVE REUSE OF HISTORIC TUDOR COTTAGE LEGAL JURISDICTION CITY OF AUSTIN, TRAVIS COUNTY, TEXAS LEGAL JURISDICTION CITY OF AUSTIN, TRAVIS COUNTY, TEXAS OCCUPANCY CLASSIFICATION GROUP B OCCUPANCY CLASSIFICATION GROUP S-2 TYPE OF CONSTRUCTION II-B TYPE OF CONSTRUCTION II-B FIRE SPRINKLER NOT REQUIRED PER 903.2.1.3 FIRE SPRINKLER NOT REQUIRED PER 903.2.1.3 LEGAL JURISDICTION CITY OF AUSTIN, TRAVIS COUNTY, TEXAS OCCUPANCY CLASSIFICATION GROUP B TYPE OF CONSTRUCTION V-B FIRE SPRINKLER NOT REQUIRED PER 903.2.1.3 HISTORICAL NOTES 1. THIS IS A HISTORICALLY CONTRIBUTING STRUCTURE, AND PRESERVATION IS EXTREMELY IMPORTANT. EXTREME CARE SHALL BE TAKEN TO PROTECT AND PRESERVE THIS STRUCTURE DURING SELECTIVE DEMOLITION AND CONSTRUCTION. IF ANY UNFORESEEN CONDITIONS ARISE, STOP WORK AND CONTACT THE ARCHITECT IMMEDIATELY. 2. ALL EXISTING COMPONENTS TO REMAIN ARE TO BE PROTECTED DURING DEMOLITION AND CONSTRUCTION BY THE GENERAL CONTRACTOR. ANY DAMAGED MATERIAL IS TO BE REPAIRED, REPLACED OR REBUILT IN A MANNER ACCEPTABLE TO THE OWNER AND ARCHITECT. 3. DEMOLITION PHASE: THIS STAGE IS CRITICAL TO THE SUCCESS OF THIS PROJECT AND MUST BE CONSIDERED A STAGE OF DISCOVERY. EXTREME CARE MUST BE TAKEN, ESPECIALLY IN AREAS OF QUESTION TO NOT DESTROY ORIGINAL MATERIALS. RECKLESS DESTRUCTION OF SALVAGEABLE, RE-USABLE ORIGINAL MATERIALS WILL NOT BE ALLOWED AND CM/GC WILL BE RESPONSIBLE FOR REPLACEMENT OF DAMAGED MATERIALS. 4. IT IS OUR INTENTION THAT ALL WORK CONFORM TO THE SECRETARY OF THE INTERIORS STANDARDS FOR THE TREATMENT OF HISTORICAL PROPERTIES. GC TO BE FAMILIAR WITH THESE STANDARDS AND NOTIFY ARCHITECT OF ANY DISCREPENCIES THAT MAY ARISE. GENERAL NOTES 1. ALL WORK SHALL BE IN CONFORMANCE WITH APPLICABLE BUILDING CODES, AND TO INCLUDE ALL REQUIREMENTS OF OTHER AGENCIES HAVING JURISDICTION. 2. EXAMINATION OF THE SITE AND PORTIONS THEREOF THAT AFFECT THIS WORK SHALL BE MADE BY THE GENERAL CONTRACTOR, WHO SHALL COMPARE EXISTING CONDITIONS WITH THE CONTRACT DOCUMENTS AND SATISFY HIM/HERSELF AS TO THE EXISTING CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED. CONTRACTOR SHALL AT SUCH TIME ASCERTAIN AND VERIFY THE LOCATIONS OF EXISTING STRUCTURES. 3. THE CONTRACT DOCUMENTS DESCRIBE DESIGN INTENT, AND ARE NOT INTENDED TO BE ALL INCLUSIVE. CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS TO PROVIDE COMPLETE OPERATIONAL SYSTEMS AND INSTALLATIONS. NO CLAIMS FOR ADDITIONAL WORK WILL BE AWARDED FOR WORK WHICH IS DESCRIBED IN THESE DOCUMENTS OR WHICH IS REASONABLY INFERABLE FROM THEM. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR THOROUGH COORDINATION OF TRADES. ALL CLAIMS FOR ADDITIONAL WORK WILL NOT BE AWARDED FOR ANY AND ALL WORK RELATED TO SUCH COORDINATION. 5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND CONDITIONS AT THE SITE, CONFIRM THAT THE WORK IS BUILDABLE AS SHOWN, AND NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH ANY AND ALL WORK IN QUESTION. 6. ALL DIMENSIONS ARE TO FINISH FACE OF CONCRETE, CENTERLINE OF STEEL, FACE OF STUD OR CASEWORK UNLESS NOTED OTHERWISE. DIMENSIONS NOTED AS "CLR" MUST BE PRECISELY MAINTAINED. DIMENSIONS ARE NOT ADJUSTABLE WITHOUT ARCHITECTS APPROVAL UNLESS NOTED AS "+/-". VERIFY DIMENSIONS MARKED "V.I.F." PRIOR TO COMMENCEMENT OF CONSTRUCTION, AND NOTIFY ARCHITECT OF ANY INCONSISTENCIES. 7. ALL DIMENSIONS, NOTES AND DETAILS SHOWN ON ONE PORTION OF A DRAWING SHALL APPLY TYPICALLY TO ALL OPPOSITEHAND AND/OR CONDITIONS UNLESS OTHERWISE NOTED. 8. "ALIGN" SHALL MEAN TO ACCURATELY LOCATE FINISH FACES IN THE SAME PLANE. 9. THE CONTRACT DOCUMENTS ARE COMPLIMENTARY. WHAT IS SHOWN OR REFERRED TO PARTIALLY OR WHOLE ON ANY SHALL BE PROVIDED AS THOUGH SHOWN ON ALL. 10. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL GOVERN. DRAWINGS AT A LARGE SCALE SHALL TAKE PRECEDENCE OVER DRAWINGS OF A SMALL SCALE. DETAILS SHALL GOVERN OVER PLANS AND ELEVATIONS. BUILDING A+B BUILDING C SYMBOL LEGEND 1 / A3.0 ELEVATION ROOM NAME 1.01 200 SF ROOM NAME NUMBER AREA BUILDING SECTION 1.01 DOOR NUMBER 1 1 1 A3.0 A3.0 A3.0 1 A3.0 WALL SECTION 1.01 WINDOW TYPE SECTION DETAIL PARTITION TYPE DETAIL PLUMBING FIXTURE TYPE A1 A B TA-1 TRUE NORTH 11. CONTRACTOR SHALL VERIFY LAYOUT OF PARTITIONS, DOORS, ELECTRICAL OUTLETS, DATA AND TELEPHONE OUTLETS, LIGHT FIXTURES, AND SWITCHES WITH ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHALL VERIFY THAT NO CONFLICTS EXIST IN LOCATIONS OF ANY MECHANICAL, TELEPHONE, DATA, ELECTRICAL, LIGHTING, PLUMBING, AND SPRINKLER EQUIPMENT (TO INCLUDE BUT NOT LIMITED TO ALL PIPING, DUCTWORK AND CONDUIT AND THAT ALL REQUIRED CLEARANCES FOR INSTALLATION AND MAINTENANCE ARE PROVIDED. 12. DAMAGE TO NEW AND EXISTING MATERIALS, FINISHES, STRUCTURES AND EQUIPMENT SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER AT THE EXPENSE OF THE CONTRACTOR. 13. ALL WORK LISTED, SHOWN OR IMPLIED ON ANY CONTRACT DOCUMENT SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR, EXCEPT WHERE NOTED OTHERWISE. 14. IN CASE OF CONFLICTS BETWEEN ARCHITECT'S AND ENGINEER'S DRAWINGS IN THE LOCATION OF MATERIALS AND/OR EQUIPMENT, ARCHITECTURAL DRAWINGS SHALL GOVERN. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF SUCH CONFLICT. 15. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE INSTALLED, CONNECTED, ERECTED CLEANED, AND CONDITIONED PER THE MANUFACTURER'S INSTRUCTIONS. IN CASE OF DIFFERENCES BETWEEN MANUFACTURER'S INSTRUCTIONS AND THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT BEFORE PROCEEDING WITH THE WORK IN QUESTION. 16. ALL WORK NOTED AS "BY OTHERS" OR "N.I.C." SHALL BE PROVIDED BY OWNER OR UNDER SEPARATE CONTRACT. SUBMIT TO THE ARCHITECT AND OWNER SCHEDULE REQUIREMENTS FOR THIS "OTHER" WORK IN THE CONSTRUCTION PROGRESS SCHEDULE AND COORDINATE AS REQUIRED TO ASSURE ORDERLY SEQUENCE OF INSTALLATION. 17. THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS OF ALL SUBCONTRACTORS AND TRADES ON A DAILY BASIS AND SHALL EXERCISE STRICT CONTROL OVER JOB CLEANING TO PREVENT ANY DIRT, DEBRIS, OR DUST FROM AFFECTING ANY FINISHED AREAS IN OR OUTSIDE THE JOB SITE. BURNING OF DEBRIS ON SITE SHALL NOT BE PERMITTED. TOILET ACCESSORY TYPE 18. CONTRACTOR SHALL NOT PROCEED WITH ANY WORK REQUIRING ADDITIONAL COMPENSATION BEYOND THE CONTRACT AMOUNT WITHOUT AUTHORIZATION FROM THE ARCHITECT OR OWNER'S REPRESENTATIVE. FAILURE TO OBTAIN AUTHORIZATION SHALL INVALIDATE ANY CLAIM FOR ADDITIONAL COMPENSATION. 0 0 1 E T U S I , T E E R T S H T X S T S E W 4 1 2 1 I 3 0 7 8 7 S A X E T , I N T S U A P 9 9 9 9 3 1 8 2 1 5 F 8 9 9 9 3 1 8 2 1 5 l m o c . a k c y e n e t . w w w PRELIMINARY NOT FOR CONSTRUCTION This drawing was prepared under the supervision of Paul Clayton. It is not to be used for regulatory approval, permitting, or construction purposes. ISSUED DATE PROJECT NUMBER 09.12.2019 1832 KINGSBURY COMMONS 1100 Kingsbury Street Austin, TX 78705 LANDSCAPE ARCHITECT TEN EYCK LANDSCAPE ARCHITECTS 1214 WEST SIXTH STREET, SUITE 100 AUSTIN, TX 78703 512 813 9999 P ARCHITECT - TUDOR COTTAGE, TERRACE, RESTROOM CLAYTON & LITTLE 2201 N. LAMAR BLVD. AUSTIN, TX 78705 512 477 1727 P ARCHITECT - TREEHOUSE MELL LAWRENCE ARCHITECTS 913 W. GIBSON ST. AUSTIN, TX 78704 512 441 4669 P CIVIL ENGINEER GARZA EMC 7708 RIALTO BLVD. SUITE 125 AUSTIN, TX 78735 512 298 3284 P GRAPHICS AND WAYFINDING DESIGNER PAGE/DYAL BRANDING AND GRAPHICS 400 W. CESAR CHAVEZ ST., SUITE 500 AUSTIN, TX 78701 512 382 3580 P IRRIGATION DESIGNER SWEENEY + ASSOCIATES 3000 JOE DIMAGGIO BLVD. BLDG., 1700 SUITE 61 ROUND ROCK, TX 78665 512 306 9350 P LIGHTING DESIGNER STUDIO LUMINA 9411 CHAPEL DOWN ST. AUSTIN, TX 78729 512 382 1656 P STRUCTURAL ENGINEER ARCHITECTURAL ENGINEERS COLLABORATIVE 3800 N. LAMAR BLVD., SUITE 330 AUSTIN, TX 78756 512 472 2111 P MEP ENGINEER JERRY GARZA & ASSOCIATES 1146 OYSTER CREEK BUDA, TX 78610 512 523 8000 P WATER FEATURE DESIGNER GPSI 1425 WHITLOCK LANE, SUITE 108 CARROLLTON, TX 75006 972 446 0037 P PHASE: CONSTRUCTION DOCUMENTS DATE 06/28/2018 08/31/2018 10/18/2018 12/20/2018 02/07/2019 03/29/2019 06/28/2019 ISSUE 100% SCHEMATIC DESIGN 50% DESIGN DEVELOPMENT 100% DESIGN DEVELOPMENT 50% CD 90% CD 95% CD 100% CD DATE: 09.12.2019 DRAWN: CHECKED: TELA PROJECT NO: 1832 DRAWING TITLE: COVER SHEET AG1.00 © 2018 Ten Eyck Landscape Architects, Inc. All rights reserved. 0 4 0 3 2 AA1.00 BLDG B 06 05 07 04 08 03 09 02 01 RE: LANDSCAPE 1 AA1.00 BLDG A 1 AC1.00 BLDG C KINGSBURY STREET 0 0 1 E T U S I , T E E R T S H T X S T S E W 4 1 2 1 I 3 0 7 8 7 S A X E T , I N T S U A P 9 9 9 9 3 1 8 2 1 5 F 8 9 9 9 3 1 8 2 1 5 l m o c . a k c y e n e t . w w w PRELIMINARY NOT FOR CONSTRUCTION This drawing was prepared under the supervision of Paul Clayton. It is not to be used for regulatory approval, permitting, or construction purposes. ISSUED DATE PROJECT NUMBER 09.12.2019 1832 KINGSBURY COMMONS 1100 Kingsbury Street Austin, TX 78705 LANDSCAPE ARCHITECT TEN EYCK LANDSCAPE ARCHITECTS 1214 WEST SIXTH STREET, SUITE 100 AUSTIN, TX 78703 512 813 9999 P ARCHITECT - TUDOR COTTAGE, TERRACE, RESTROOM CLAYTON & LITTLE 2201 N. LAMAR BLVD. AUSTIN, TX 78705 512 477 1727 P ARCHITECT - TREEHOUSE MELL LAWRENCE ARCHITECTS 913 W. GIBSON ST. AUSTIN, TX 78704 512 441 4669 P CIVIL ENGINEER GARZA EMC 7708 RIALTO BLVD. SUITE 125 AUSTIN, TX 78735 512 298 3284 P GRAPHICS AND WAYFINDING DESIGNER PAGE/DYAL BRANDING AND GRAPHICS 400 W. CESAR CHAVEZ ST., SUITE 500 AUSTIN, TX 78701 512 382 3580 P IRRIGATION DESIGNER SWEENEY + ASSOCIATES 3000 JOE DIMAGGIO BLVD. BLDG., 1700 SUITE 61 ROUND ROCK, TX 78665 512 306 9350 P LIGHTING DESIGNER STUDIO LUMINA 9411 CHAPEL DOWN ST. AUSTIN, TX 78729 512 382 1656 P STRUCTURAL ENGINEER ARCHITECTURAL ENGINEERS COLLABORATIVE 3800 N. LAMAR BLVD., SUITE 330 AUSTIN, TX 78756 512 472 2111 P MEP ENGINEER JERRY GARZA & ASSOCIATES 1146 OYSTER CREEK BUDA, TX 78610 512 523 8000 P WATER FEATURE DESIGNER GPSI 1425 WHITLOCK LANE, SUITE 108 CARROLLTON, TX 75006 972 446 0037 P PHASE: CONSTRUCTION DOCUMENTS DATE 06/28/2018 08/31/2018 10/18/2018 12/20/2018 02/07/2019 03/29/2019 06/28/2019 ISSUE 100% SCHEMATIC DESIGN 50% DESIGN DEVELOPMENT 100% DESIGN DEVELOPMENT 50% CD 90% CD 95% CD 100% CD DATE: 09.12.2019 DRAWN: CHECKED: TELA PROJECT NO: 1832 DRAWING TITLE: ARCHITECTURAL KEY PLAN AA0.00 © 2018 Ten Eyck Landscape Architects, Inc. All rights reserved. 1 KEY PLAN 1/16" = 1'-0" TRUE NORTH R O R I D R O W C L V I E O P I T A C KEY PLAN ONLY. FOR BUILDING LOCATIONS AND ALL SITE PLAN INFORMATION RE: CIVIL DRAWINGS AND LANDSCAPE DRAWINGS. RIDGE SHINGLES TO BE REPAIRED " 0 - 4 ' NEW STEEL AWNING BELOW NEW TENSION RODS RIDGE " 2 1 / " 2 1 " 2 1 / " 2 1 V A L L E Y V A LLEY REMOVE VENT AND PATCH ROOF EXISTING WOOD SHAKE ROOF TO REMAIN, REPAIR WHERE REQUIRED, TYP. FINISH FACE OF WALL BELOW " 2 1 / " 2 1 " 2 1 / " 2 1 V A LLEY V A L L E Y RIDGE " 2 1 / " 2 1 " 2 1 / " 2 1 E G D R I 11" / 12" 11" / 12" " 2 1 / " 2 1 " 2 1 / " 2 1 RIDGE RIDGE VALLEY VALLEY 14'-10" THERMOSTAT TO BE LOCATED 4" ABOVE LIGHT SWITCH BANK T D D D NEW STEEL COLLAR TIES RE: STRUCTURAL, TYP. COVE LIGHT TYP. THIS COLLAR TIE IMMEDIATELY ADJACENT TO DORMER OPENING LOW VOLTAGE SPEAKERS, TYP. PAINTED GYP BOARD, FURR-DOWN ABOVE NEW VAULTED CEILING Q E Q E Q E Q E EXISTING ROOF TO REMAIN. ROOF PITCHES ARE APPROXIMATE AND PROVIDED FOR CONVENIENCE ONLY. ASTRONOMICAL LIGHT SWITCH. Q E " 0 6 A " 8 4 Q E G F I 42" 4 ROOF PLAN - BLDG C 1/4" = 1'-0" TRUE NORTH PROJECT NORTH 3 REFLECTED CEILING PLAN 1/4" = 1'-0" TRUE NORTH PROJECT NORTH 4" 4" 1/2" 1/2" 12'-2 1/2" WIDTH 8'-6 1/2" HEIGHT DEMO ALL FLOOR AND WALL TILE, TYP REMOVE ALL PLUMBING FIXTURES. CAP LINES FLUSH BELOW EXISTING CONCRETE SLAB REMOVE ALL ELEC. FIXTURES, TYP. REMOVE EXISTING BRICK SILL, AND TOOTH IN FACE BRICK TO MATCH EXISTING, TYP. BOTH JAMBS. REMOVE CONDUIT HATCHED AREA REPRESENTS EXISTING WALLS TO REMAIN REMOVE EXISTING CONCRETE COLUMN BASES, REPLACE WITH NEW WOOD, RE: STRUCTURAL REMOVE FLOODLIGHT AND CONDUIT REMOVE EXISTING INTERIOR FINISHES AT WALLS EXISTING FLATWORK TO BE REMOVED, RE: LANDSCAPE REMOVE LOUVERS AND METAL SCREENS, TYP. WOOD FRAMES TO REMAIN PENDING EXAMINATION SALVAGE METAL CEILING PANELS. REMOVE EXISTING FLOOD LIGHT AND IRRIGATION CONTROLLER. REPAIR WALL AND ROOF AS REQUIRED CONCRETE FOUNDATIONS AT EXISTING COLUMNS TO REMAIN, TYP. REPLACE DAMAGED LOWER PORTION OF COLUMN, RE: STRUCTURAL REMOVE FLOODLIGHT AND CONDUIT EXISTING COLUMN TO REMAIN 1 / AC2.00 LINE OF AWNING ABOVE SLOPE NEW TERRACE FOR ACCESSIBLE THRESHOLD, TYP. RE. LANDSCAPE 1/2" NEW DOORS 3 / AC4.00 CONCRETE NEW WINDOW AT EXISTING OPENING, TYP. . F . I . V " 6 - 6 2 ' LINE OF EXISTING ROOF ABOVE C1.10 DORMER WINDOW ABOVE . 0 0 2 C A / 4 491'-2 1/2" = 100'-0" DATUM . 0 0 4 C A / 4 . 0 0 4 C A / 2 COTTAGE C1 457 SF 1 / AC4.00 48" AFF . 0 0 2 C A / 2 C1.09 DORMER WINDOW ABOVE SLOPE TERRACE AWAY, TYP. AHU 1:50 MAX NOTE: ALL INTERIOR FINISHES TO BE REMOVED TO EXPOSE ALL FRAMING (3) 1 1/2" ⌀ EMPTY CONDUITS FOR DATA. RUN TO CONNECTION POINT ON SITE. SUPPLY WITH PULL STRINGS & LARGE SWEEP RADII. CONDUITS ARE FOR CATV, DATA AND "SPARE". 3 / AC2.00 20'-0 1/2"V.I.F TRUE NORTH PROJECT NORTH 2 DEMO PLAN - BLDG C 1/4" = 1'-0" TRUE NORTH PROJECT NORTH 1 FLOOR PLAN- BLDG C 1/4" = 1'-0" GENERAL NOTES PLAN LEGEND EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED NEW CONSTRUCTION TILE CONCRETE WOOD TONGUE & GROOVE WOOD SHAKE ELECTRICAL LEGEND RECESSED CAN FIXTURE PENDANT FIXTURE WALL MOUNTED LIGHT FIXTURE LED COVE LIGHT SWITCH - SINGLE POLE SWITCH - DIMMER SWITCH - 3 WAY FLUSH MOUNT SPEAKER 120V DUPLEX OUTLET • NUMBER INDICATES HEIGHT 120V DUPLEX OUTLET - GROUND FAULT INTERRUPTER 120V DUPLEX OUTLET - WEATHER PROOF 120V QUAD OUTLET - NUMBER INDICATES HEIGHT TELEPHONE/DATA JACK CABLE TV JACK THERMOSTAT 30" GFI WP D 3 TV T HISTORICAL NOTES 1. THIS IS A HISTORICALLY CONTRIBUTING STRUCTURE, AND PRESERVATION IS EXTREMELY IMPORTANT. EXTREME CARE SHALL BE TAKEN TO PROTECT AND PRESERVE THIS STRUCTURE DURING SELECTIVE DEMOLITION AND CONSTRUCTION. IF ANY UNFORESEEN CONDITIONS ARISE, STOP WORK AND CONTACT THE ARCHITECT IMMEDIATELY. 2. ALL EXISTING COMPONENTS TO REMAIN ARE TO BE PROTECTED DURING DEMOLITION AND CONSTRUCTION BY THE GENERAL CONTRACTOR. ANY DAMAGED MATERIAL IS TO BE REPAIRED, REPLACED OR REBUILT IN A MANNER ACCEPTABLE TO THE OWNER AND ARCHITECT. 3. DEMOLITION PHASE: THIS STAGE IS CRITICAL TO THE SUCCESS OF THIS PROJECT AND MUST BE CONSIDERED A STAGE OF DISCOVERY. EXTREME CARE MUST BE TAKEN, ESPECIALLY IN AREAS OF QUESTION TO NOT DESTROY ORIGINAL MATERIALS. RECKLESS DESTRUCTION OF SALVAGEABLE, RE-USABLE ORIGINAL MATERIALS WILL NOT BE ALLOWED AND CM/GC WILL BE RESPONSIBLE FOR REPLACEMENT OF DAMAGED MATERIALS. 1. THE CONTRACTOR, IN ACCORDANCE WITH THE PREVISIONS SET FORTH IN THESE CONTRACT DOCUMENTS, SHALL PROVIDE ALL MATERIALS, EQUIPMENT, LABOR AND SUPERVISION REQUIRED TO COMPLETE ALL WORK DESCRIBED HEREIN AND WHICH CAN BE REASONABLY INFERRED TO BE REQUIRED, IN A GOOD WORKMANLIKE MANNER. 2. SUBMISSION OF A BID BY THE CONTRACTOR WILL SIGNIFY THAT THE SITE WAS INSPECTED BY THE APPROPRIATE PERSONNEL AND WORK ASSOCIATED WITH DEALING WITH THE EXISTING CONDITIONS HAS BEEN INCORPORATED INTO THE BID. FAILURE TO OBSERVE THE EXISTING CONDITIONS WILL NOT BE A BASIS FOR ADDITIONAL COMPENSATION. THE CONTRACTOR SHALL VISIT THE JOB SITE TO BECOME FAMILIAR WITH THE EXISTING CONDITIONS AND VERIFY DISCREPANCIES. 3. CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, ACTS, COVENANTS, ETC. HAVING JURISDICTION. 4. GENERAL CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING PROPERTY UTILITIES PRIOR TO PERFORMING ANY WORK, AND GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS WITH EXISTING UTILITIES DURING DEMOLITION AND CONSTRUCTION PHASES. 5. THE CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL DEMOLISHED MATERIALS. THE CONTRACTOR SHALL VERIFY ANY REGULATIONS, LAWS AND/OR ORDINANCES AFFECTING THE METHODS OF DEMOLITION AND THE DISPOSAL OF WASTE MATERIALS. THE OWNER ASSUMES NO LIABILITY FOR EXTRA WORK OR ADDITIONAL COMPENSATION DUE TO FAILURE OF THE CONTRACTOR OR SUBCONTRACTORS TO COMPLY WITH APPLICABLE REGULATIONS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE AND PERSONNEL DURING CONSTRUCTION. SUCH METHODS SHALL INCLUDE BUT NOT BE LIMITED TO BRACING, SHORING OF LOADS DUE TO CONSTRUCTION EQUIPMENT, EXCAVATION PROTECTION, SCAFFOLDING, JOB SITE SAFETY, ETC. OBSERVATION VISITS TO THE SITE BY ARCHITECT, OWNER, OWNER'S REP. OR ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. 7. IT IS THE INTENT OF THE OWNER AND ARCHITECT THAT THIS PROJECT COMPLY WITH THE ADA AND TEXAS ACCESSIBILITY STANDARDS. 8. THE CONTRACTOR AND SUBCONTRACTORS SHALL AGREE TO WARRANTY THE WORK, INCLUDING BOTH MATERIALS AND WORKMANSHIP, FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE BY OWNER. CONTRACTOR SHALL REMEDY, AT NO EXPENSE TO THE OWNER, ANY DEFECTS IN THE WORK WHICH BECOME APPARENT DURING THE WARRANTY PERIOD. ADDITIONAL WARRANTY REQUIREMENTS ARE LISTED IN THE SPECIFICATIONS. 9. SEAL ALL CRACKS AROUND STRUCTURAL MEMBERS, BRACING, DUCTS, AND BETWEEN WALLS AND ROOF DECK WHERE AIR INFILTRATION BETWEEN CONDITIONED AND NON-CONDITIONED (EXTERIOR) SPACES MAY OCCUR (I.E. SEAL THE BUILDING ENVELOPE). 10. ALL MATERIALS SHALL BE RECYCLED AS PER SECTION 01 7419 CONSTRUCTION WASTE MANAGEMENT PLAN. RE: LIGHTING PLANS BY OTHERS. FOR DIMENSIONAL LIGHTING PLAN AND EQUIPMENT SCHEDULE. RE: MEP FOR LIGHTING CONTROL DOCUMENTATION & POWER/DATA INFORMATION. DEMOLITION NOTES: 1. BEFORE DEMOLITION BEGINS, COORDINATE INITIAL SELECTIVE DEMOLITION INVESTIGATION WITH ARCHITECT 2. DEMOLISH ALL FLOOR FINISHES, TYP. 3. SALVAGE ALL EXISTING METAL CEILING TILE. STRIP PAINT AND PREPARE TILES FOR PRIMING AND PAINTING. 4. WHERE DOORS ARE REMOVED, SALVAGE EXISTING DOOR FRAMES AND TRIM FOR POSSIBLE RE-USE. 5. ITEMS NOTED TO BE SAVED OR SALVAGED FOR REUSE ARE TO BE STORED ON SITE, FOR REUSE BY THE OWNER OR GENERAL CONTRACTOR AT THIS SITE. 6. THE GC IS RESPONSIBLE FOR ALL NECESSARY DEMOLITION OF THE BUILDING SYSTEMS, AND PATCHING OR REPAIR OF EXISTING BUILDING FINISHES/SITE FEATURES AFFECTED BY NEW CONSTRUCTION. 7. DAMAGES TO THE PROPERTY OF THE OWNER SHALL BE REPAIRED OR PAID FOR BY THE GC. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, DAMAGE TO THE BUILDING GROUNDS, PLANTINGS, WALLS, PAVEMENT, UTILITIES, ETC. 8. CONTRACTOR TO BRACE/SHORE EXISTING CONSTRUCTION TO REMAIN. 9. PROTECT EXISTING TREES TO CITY OF AUSTIN STANDARDS. ALL DEMOLITION WORK IN CRITICAL ROOT ZONES TO BE DONE WITH HAND TOOLS AND/OR AIR SPADES. CONTACT OWNER'S ARBORIST FOR ANY TREE WORK. 10. REMOVE ROTTED WOOD WHEN ENCOUNTERED. DOCUMENT EXISTING CONDITION FOR REPLACEMENT. REVIEW SCOPE WITH OWNER AND ARCHITECT PRIOR TO REMOVAL. 11. AFTER PARTIAL DEMOLITION, ARCHITECT AND STRUCTURAL ENGINEER TO REVIEW AND ADVISE FOR REPAIR/MODIFICATION SCOPE. 12. EXISTING STRUCTURE IS NOT NECESSARILY SHOWN IN ITS ENTIRETY OR ABSOLUTE CORRECT LOCATION. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO BIDDING. ANY DISCREPANCIES TO BE BROUGHT TO THE ATTENTION OF ARCHITECT FOR DIRECTION OR CLARIFICATION. 13. COORDINATE SUPPORT FOR ALL NEW WALL OPENINGS (OR WALLS TO BE REMOVED) WITH STRUCTURAL DRAWINGS. WHERE APPLICABLE, INSTALL NEW STRUCTURAL MEMBERS (OR ADEQUATE SHORING/BRACING) BEFORE CUTTING OPENINGS. 14. ALL DIMENSIONS AND CONDITIONS ABUTTING THE EXISTING CONSTRUCTION ARE APPROXIMATE. ALL SUCH CONDITIONS SHALL BE FIELD VERIFIED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL BRING ANY DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT. OPENING SIZES NOTED ON THE DEMOLITION DRAWINGS ARE TO BE COORDINATED WITH THE ARCHITECTURAL, STRUCTURAL AND MEP DRAWINGS, PRIOR TO CUTTING THE OPENING. 15. DO NOT SCALE DRAWINGS. IF THE DIMENSIONS ARE IN QUESTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ARCHITECT BEFORE CONTINUING WITH CONSTRUCTION. 16. WHERE PORTIONS OF WALLS ARE REMOVED FOR NEW OPENINGS, COORDINATE HEIGHT OF DEMOLISHED OPENING WITH FINISHED OPENING SIZE AND ANY ADDED STRUCTURE REQUIRED. 0 0 1 E T U S I , T E E R T S H T X S T S E W 4 1 2 1 I 3 0 7 8 7 S A X E T , I N T S U A P 9 9 9 9 3 1 8 2 1 5 F 8 9 9 9 3 1 8 2 1 5 l m o c . a k c y e n e t . w w w PRELIMINARY NOT FOR CONSTRUCTION This drawing was prepared under the supervision of Paul Clayton. It is not to be used for regulatory approval, permitting, or construction purposes. ISSUED DATE PROJECT NUMBER 09.12.2019 1832 KINGSBURY COMMONS 1100 Kingsbury Street Austin, TX 78705 LANDSCAPE ARCHITECT TEN EYCK LANDSCAPE ARCHITECTS 1214 WEST SIXTH STREET, SUITE 100 AUSTIN, TX 78703 512 813 9999 P ARCHITECT - TUDOR COTTAGE, TERRACE, RESTROOM CLAYTON & LITTLE 2201 N. LAMAR BLVD. AUSTIN, TX 78705 512 477 1727 P ARCHITECT - TREEHOUSE MELL LAWRENCE ARCHITECTS 913 W. GIBSON ST. AUSTIN, TX 78704 512 441 4669 P CIVIL ENGINEER GARZA EMC 7708 RIALTO BLVD. SUITE 125 AUSTIN, TX 78735 512 298 3284 P GRAPHICS AND WAYFINDING DESIGNER PAGE/DYAL BRANDING AND GRAPHICS 400 W. CESAR CHAVEZ ST., SUITE 500 AUSTIN, TX 78701 512 382 3580 P IRRIGATION DESIGNER SWEENEY + ASSOCIATES 3000 JOE DIMAGGIO BLVD. BLDG., 1700 SUITE 61 ROUND ROCK, TX 78665 512 306 9350 P LIGHTING DESIGNER STUDIO LUMINA 9411 CHAPEL DOWN ST. AUSTIN, TX 78729 512 382 1656 P STRUCTURAL ENGINEER ARCHITECTURAL ENGINEERS COLLABORATIVE 3800 N. LAMAR BLVD., SUITE 330 AUSTIN, TX 78756 512 472 2111 P MEP ENGINEER JERRY GARZA & ASSOCIATES 1146 OYSTER CREEK BUDA, TX 78610 512 523 8000 P WATER FEATURE DESIGNER GPSI 1425 WHITLOCK LANE, SUITE 108 CARROLLTON, TX 75006 972 446 0037 P PHASE: CONSTRUCTION DOCUMENTS DATE 06/28/2018 08/31/2018 10/18/2018 12/20/2018 02/07/2019 03/29/2019 06/28/2019 ISSUE 100% SCHEMATIC DESIGN 50% DESIGN DEVELOPMENT 100% DESIGN DEVELOPMENT 50% CD 90% CD 95% CD 100% CD DATE: 09.12.2019 DRAWN: CHECKED: TELA PROJECT NO: 1832 DRAWING TITLE: FLOOR PLANS - BLDG C AC1.00 © 2018 Ten Eyck Landscape Architects, Inc. All rights reserved. 0 0 1 E T U S I , T E E R T S H T X S T S E W 4 1 2 1 I 3 0 7 8 7 S A X E T , I N T S U A P 9 9 9 9 3 1 8 2 1 5 F 8 9 9 9 3 1 8 2 1 5 l m o c . a k c y e n e t . w w w PRELIMINARY NOT FOR CONSTRUCTION This drawing was prepared under the supervision of Paul Clayton. It is not to be used for regulatory approval, permitting, or construction purposes. ISSUED DATE PROJECT NUMBER 09.12.2019 1832 KINGSBURY COMMONS 1100 Kingsbury Street Austin, TX 78705 LANDSCAPE ARCHITECT TEN EYCK LANDSCAPE ARCHITECTS 1214 WEST SIXTH STREET, SUITE 100 AUSTIN, TX 78703 512 813 9999 P ARCHITECT - TUDOR COTTAGE, TERRACE, RESTROOM CLAYTON & LITTLE 2201 N. LAMAR BLVD. AUSTIN, TX 78705 512 477 1727 P ARCHITECT - TREEHOUSE MELL LAWRENCE ARCHITECTS 913 W. GIBSON ST. AUSTIN, TX 78704 512 441 4669 P CIVIL ENGINEER GARZA EMC 7708 RIALTO BLVD. SUITE 125 AUSTIN, TX 78735 512 298 3284 P GRAPHICS AND WAYFINDING DESIGNER PAGE/DYAL BRANDING AND GRAPHICS 400 W. CESAR CHAVEZ ST., SUITE 500 AUSTIN, TX 78701 512 382 3580 P IRRIGATION DESIGNER SWEENEY + ASSOCIATES 3000 JOE DIMAGGIO BLVD. BLDG., 1700 SUITE 61 ROUND ROCK, TX 78665 512 306 9350 P LIGHTING DESIGNER STUDIO LUMINA 9411 CHAPEL DOWN ST. AUSTIN, TX 78729 512 382 1656 P STRUCTURAL ENGINEER ARCHITECTURAL ENGINEERS COLLABORATIVE 3800 N. LAMAR BLVD., SUITE 330 AUSTIN, TX 78756 512 472 2111 P MEP ENGINEER JERRY GARZA & ASSOCIATES 1146 OYSTER CREEK BUDA, TX 78610 512 523 8000 P WATER FEATURE DESIGNER GPSI 1425 WHITLOCK LANE, SUITE 108 CARROLLTON, TX 75006 972 446 0037 P PHASE: CONSTRUCTION DOCUMENTS DATE 06/28/2018 08/31/2018 10/18/2018 12/20/2018 02/07/2019 03/29/2019 06/28/2019 ISSUE 100% SCHEMATIC DESIGN 50% DESIGN DEVELOPMENT 100% DESIGN DEVELOPMENT 50% CD 90% CD 95% CD 100% CD DATE: 09.12.2019 DRAWN: CHECKED: TELA PROJECT NO: 1832 DRAWING TITLE: EXTERIOR ELEVATIONS - BLDG C AC2.00 © 2018 Ten Eyck Landscape Architects, Inc. All rights reserved. REMOVE EXISTING VENT STACK. PATCH AND REPAIR ROOF 5 PERSPECTIVE VIEW NO SCALE PATCHED COLUMNS, RE: STRUCTURAL 4 BLDG C - WEST ELEVATION 1/4" = 1'-0" 3 BLDG C - SOUTH ELEVATION 1/4" = 1'-0" REPAIR ROOF SHINGLES AS REQUIRED EXG. PLATE HEIGHT 500'-4" REPOINTING REQUIRED IN THIS AREA UPPER TERRACE 491'-3 1/2" FLOOR PLAN- BLDG C 491'-2 1/2" PAINT TO MATCH EXISTING, TYP. LINE OF EXISTING OPENING EXG. PLATE HEIGHT 500'-4" REPOINTING REQUIRED IN THIS AREA NEW STEEL PLATE AWNING NEW DOOR IN EXISTING OPENING. CHANGE SWING DIRECTION AND SALVAGE EXISTING DOOR FRAME, TYP. REMOVE EXISTING BRICK SILL, AND TOOTH IN FACE BRICK TO MATCH EXISTING, TYP. BOTH JAMBS. FLOOR PLAN- BLDG C 491'-2 1/2" PATCHED COLUMN, RE: STRUCTURAL EXG. PLATE HEIGHT 500'-4" NEW WINDOWS AT EXISTING OPENING, TYP. REPOINTING REQUIRED IN THIS AREA FLOOR PLAN- BLDG C 491'-2 1/2" NEW PAINT AT EXISTING STUCCO, TYP. REPAIR TRIM AS REQUIRED. PAINT TRIM TO MATCH EXISTING, TYP. NEW STEEL PLATE AWNING REPOINTING REQUIRED IN THIS AREA NEW WALL SCONCE, TYP. EXG. PLATE HEIGHT 500'-4" " 6 - 6 ' NEW DOORS AND SIDELIGHTS " 2 / 1 1 - 9 ' . F . I . V PATCH HOLES IN BRICK FLOOR PLAN- BLDG C 491'-2 1/2" 2 BLDG C - EAST ELEVATION 1/4" = 1'-0" 1 BLDG C - NORTH ELEVATION 1/4" = 1'-0" NEW STEEL PLATE AWNING REMOVE EXISTING CONCRETE BASE AND REPLCE WITH NEW WOOD BASE TO MATCH EXISTING, RE: STRUCTURAL EXISTING WOOD SHAKE ROOF, REPAIR WHERE REQUIRED, TYP. RE: SPECS. NEW FIXED WINDOW AT EXISTING OPENING NEW DOUBLE HUNG WINDOWS AT EXISTING OPENING, TYP. EXISTING BRICK, REPAIR WHERE REQUIRED, TYP. RE: SPECS REMOVE ALL NONUSED FERROUS ELEMENTS & ANCHOR SLEEVES GENERAL NOTE RE: AC6.0 FINISH SCEHDULE FOR MATERIAL CALLOUTS 0 0 1 E T U S I , T E E R T S H T X S T S E W 4 1 2 1 I 3 0 7 8 7 S A X E T , I N T S U A P 9 9 9 9 3 1 8 2 1 5 F 8 9 9 9 3 1 8 2 1 5 l m o c . a k c y e n e t . w w w PRELIMINARY NOT FOR CONSTRUCTION This drawing was prepared under the supervision of Paul Clayton. It is not to be used for regulatory approval, permitting, or construction purposes. ISSUED DATE PROJECT NUMBER 09.12.2019 1832 KINGSBURY COMMONS 1100 Kingsbury Street Austin, TX 78705 LANDSCAPE ARCHITECT TEN EYCK LANDSCAPE ARCHITECTS 1214 WEST SIXTH STREET, SUITE 100 AUSTIN, TX 78703 512 813 9999 P ARCHITECT - TUDOR COTTAGE, TERRACE, RESTROOM CLAYTON & LITTLE 2201 N. LAMAR BLVD. AUSTIN, TX 78705 512 477 1727 P ARCHITECT - TREEHOUSE MELL LAWRENCE ARCHITECTS 913 W. GIBSON ST. AUSTIN, TX 78704 512 441 4669 P CIVIL ENGINEER GARZA EMC 7708 RIALTO BLVD. SUITE 125 AUSTIN, TX 78735 512 298 3284 P GRAPHICS AND WAYFINDING DESIGNER PAGE/DYAL BRANDING AND GRAPHICS 400 W. CESAR CHAVEZ ST., SUITE 500 AUSTIN, TX 78701 512 382 3580 P IRRIGATION DESIGNER SWEENEY + ASSOCIATES 3000 JOE DIMAGGIO BLVD. BLDG., 1700 SUITE 61 ROUND ROCK, TX 78665 512 306 9350 P LIGHTING DESIGNER STUDIO LUMINA 9411 CHAPEL DOWN ST. AUSTIN, TX 78729 512 382 1656 P STRUCTURAL ENGINEER ARCHITECTURAL ENGINEERS COLLABORATIVE 3800 N. LAMAR BLVD., SUITE 330 AUSTIN, TX 78756 512 472 2111 P MEP ENGINEER JERRY GARZA & ASSOCIATES 1146 OYSTER CREEK BUDA, TX 78610 512 523 8000 P WATER FEATURE DESIGNER GPSI 1425 WHITLOCK LANE, SUITE 108 CARROLLTON, TX 75006 972 446 0037 P ADA WINDOW PER TAS SECTION 229 WD-1 EMERGENCY LIGHTING CONCEALITE 5000 SERIES; RE: MEP WOOD LIGHT COVE. PTD, PT-2 WF-1, TYP. TRIM TO MATCH EXISTTING. PTD. PT-2 PT-2 SALVAGED METAL PANELS FROM EXISTING DROPPED CEILING, PTD. SIM. 6 TUDOR - INTERIOR VIEW NORTH 4 BLDG C - WEST 3/8" = 1'-0" 3 BLDG C - NORTH 3/8" = 1'-0" 5 TUDOR - INTERIOR VIEW SOUTH 2 BLDG C - EAST 3/8" = 1'-0" 1 BLDG C - SOUTH 3/8" = 1'-0" A.C. DIFFUSER PTD. PT-2 COVE LIGHTING PTD. PT-1, TYP * INDICATES LOCKABLE CABINETS . . F F A . " 6 - 9 ' HVAC WITHIN CABINET, RE: MEP WOOD PTD. PT-2 RETURN FOR HVAC UNIT WITHIN CABINET TOE KICK, PTD. PT-2 ** " 9 - 5 ' . F . I . V 65" SLIDE SLIDE OPEN SPACE 2'-7" 3'-2" 6'-10" 3'-2" 2'-7" " 2 / 1 3 - 1 ' " 2 / 1 5 - 4 ' " 0 1 - 2 ' ** CTR #1 WF-1 " 2 / 1 3 - 8 ' . F . I . V WF-1, TYP NEW TRIM TO MATCH EXISTING. PTD. PT-2 TYP. " 2 / 1 0 1 - 6 1 ' . F . I . V PHASE: CONSTRUCTION DOCUMENTS DATE 06/28/2018 08/31/2018 10/18/2018 12/20/2018 02/07/2019 03/29/2019 06/28/2019 ISSUE 100% SCHEMATIC DESIGN 50% DESIGN DEVELOPMENT 100% DESIGN DEVELOPMENT 50% CD 90% CD 95% CD 100% CD DATE: 09.12.2019 DRAWN: CHECKED: TELA PROJECT NO: 1832 DRAWING TITLE: INTERIOR ELEVATIONS - BLDG C AC4.00 © 2018 Ten Eyck Landscape Architects, Inc. All rights reserved. SOUTH ELEVATION EAST ELEVATION NORTH ELEVATION SCALE: 1/8” = 1’-0” NORTH ELEVATION SCALE: 1/8” = 1’-0” WEST ELEVATION NORTH WEST ELEVATION TUDOR COTTAGEEXTERIOR ELEVATIONS