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611 W. 22ND STREET- HLC PACKAGE EXISTING RENDERING PROJECT TEAM GENERAL NOTES OWNER VILLA RIO, LP 6543 SEWANEE HOUSTON, TEXAS 77005 BRAD ZUCKER & SAM MASSAED BRADZUCKER@COMCAST.NET; SAMGMAS@ME.COM ARCHITECT CLAYTON & LITTLE 2201 N LAMAR BLVD AUSTIN, TEXAS 78705 GEORGE WILCOX, AIA 512-477-1727 GEORGE@CLAYTONANDLITTLE.COM CIVIL ENGINEER BLEYL ENGINEERING 12007 TECHNOLOGY BLVD, STE 150 AUSTIN, TEXAS 78727 JASON RODGERS, PE 512-454-2400 JRODGERS@BLEYLENGINEERING.COM LANDSCAPE BLU FISH COLLABORATIVE 3607 S LAMAR BLVD #103 AUSTIN, TX 78704 MICHAEL R. FISHBAUGH PLA, ASLA, LEED AP, CLARB 512-388-4115 MIKE@BFCOLLABORATIVE.COM STRUCTURAL STRUCTURES 6926 N LAMAR BLVD AUSTIN, TEXAS 78752 CHUCK CUMMINGS, PE 512-499-0919 CHUCK@STRUCTURESTX.COM DRAWING INDEX G1.0 D1.1 D1.2 A1.1 A1.2 A2.1 A2.2 A2.3 COVER SHEET DEMO PLAN - FIRST FLOOR DEMO PLAN - SECOND FLOOR SITE & FIRST FLOOR PLAN SECOND FLOOR PLAN EXTERIOR ELEVATIONS - PROPOSED EXTERIOR ELEVATIONS - PROPOSED 3D VIEWS PROPOSED 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. 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. 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. HISTORICAL NOTES 1. THIS PROPERTY IS A CITY OF AUSTIN LANDMARK. EXTREME CARE SHALL BE TAKEN TO PROTECT AND PRESERVE THIS STRUCTURE DURING ALL PHASES OF WORK. IF ANY UNFORESEEN CONDITIONS ARISE, STOP WORK AND CONTACT THE ARCHITECT IMMEDIATELY. IT IS THE INTENT OF THE ARCHITECT AND OWNER THAT ALL WORK SHALL CONFORM WITH THE SECRETARY OF THE INTERIOR'S STANDARDS FOR THE TREATMENT OF HISTORIC PROPERTIESWITH GUIDELINES FOR PRESERVING, REHABILITATING, RESTORING AND RECONSTRUCTING HISTORIC BUILDINGS. CONTRACTOR SHOULD BE FAMILIAR WITH THESE GUIDELINES. (THESE CAN BE FOUND AT: www.nps.gov/tps/standards/four-treatments/standguide/index.htm) ALL PROPOSED DEMOLITION AND RENOVATION WORK HAS BEEN REVIEWED AND APPROVED BY THE TEXAS HISTORICAL COMMISSION. ALL SPECIFIED INSPECTIONS AND METHODS MUST BE STRICTLY ADHERED TO. 2. 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-USEABLE ORIGINAL MATERIALS WILL NOT BE ALLOWED AND CM/GC WILL BE RESPONSIBLE FOR REPLACEMENT OF DAMAGED MATERIALS. 3. All EXISTING COMPONENTS TO REMAIN ARE TO BE PROTECTED DURING DEMOLITION AND CONSTRUCTION BY THE GENERAL CONTRACTOR (GC). ANY DAMAGED MATERIAL IS TO BE REPAIRED, REPLACED OR REBUILT IN A MANNER ACCEPTABLE TO THE OWNER AND ARCHITECT. 4. THE CONTRACTOR IS RESPONSIBLE FOR All NECESSARY DEMOLITION OF THE BUILDING SYSTEMS, AND PATCHING OR REPAIR OF EXISTING BUILDING FINISHES/SITE FEATURES AFFECTED BY NEW CONSTRUCTION. 5. DAMAGES TO PROPERTY OF THE OWNER SHALL BE REPAIRED OR PAID FOR BY THE GENERAL CONTRACTOR. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, DAMAGE TO THE BUILDING GROUNDS, PLANTINGS, WALLS, PAVEMENT, VEHICLES, UTILITIES, FINISHES, FURNISHINGS, ETC. 6. PATCH, REPAIR, AND PREPARE All SURFACES AS REQUIRED TO ACCOMMODATE FINISHES INDICATED. 7. THE CONTRACTOR SHALL TAKE GREAT CARE TO MINIMIZE DAMAGE TO EXISTING PLANTS TO REMAIN. SUSPENDED PLATFORMS AND EQUIPMENT THAT ARE LOWERED TO THE GROUND SHALL BE PLACED ON BLOCKS TO MINIMIZE THE DISTURBED FOOTPRINT AREA. 8. SHORING AND BRACING OF THE EXISTING BUILDING TO REMAIN IS OUTSIDE OF THE ARCHITECT'S SCOPE. IF SHORING AND BRACING OF THE EXISTING STRUCTURE IS REQUIRED, CONTRACTOR TO EMPLOY A STRUCTURAL ENGINEER TO DESIGN AND A QUALIFIED SUBCONTRACTOR TO IMPLEMENT THIS WORK. 9. COORDINATE SUPPORT FOR NEW FLOOR OPENINGS WITH STRUCTUAL DRAWINGS WHERE APPLICABLE, INSTALL NEW STRUCTURAL MEMBERS (OR ADEQUATE SHORING/BRACING) BEFORE CUTTING OPENINGS. 10. A HAZARDOUS MATERIALS REPORT HAS BEEN PROVIDED BY OWNER, WHO WILL CONTRACT DIRECTLY WITH CONTRACTOR FOR REMOVAL. THE WORK INDICATED HEREIN AND IN RELATED SPECIFICATIONS (INCLUDING REQUIRED DEMOLITION WORK) DOES NOT ADDRESSES THE PRESENCE OF ASBESTOS. THE ARCHITECT IS NOT INVOLVED IN THE REMOVAL, TREATMENT, OR IDENTIFICATION OF ASBESTOS OR ANY OTHER HAZARDOUS MATERIAL IN ANY WAY. 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 8/18/20 1823 HLC PACKAGE T E E R T S D N 2 2 . W 1 1 6 5 0 7 8 7 S A X E T , N I T S U A G1.0 COVER SHEET FOR REFERENCE ONLY ZONING & CODE ANALYSIS AREA CALCULATIONS LEGAL DESCRIPTION LOT 1-2 & N7.5FT OF LOT 3 OLT 231/2 DIV D HORSTS LOUIS SUBD PARCEL ID 203713 ZONING GO-MU-H-NP, COA HISTORIC LANDMARK - CASE # C14H-1981-0018 BUILDING CODES 2015 INTERNATIONAL RESIDENTIAL CODE, WITH LOCAL AMENDMENTS BUILDING DESCRIPTION HISTORIC TWO STORY WOOD FRAMED STRUCTURE LEGAL JURISDICTION CITY OF AUSTIN, TRAVIS COUNTY OCCUPANCY CLASSIFICATION TBD TYPE OF CONSTRUCTION TYPE IV A FIRE SPRINKLER NONE VICINITY MAP NEW CONSTRUCTION ARCHITECTURAL LOT SIZE - 12,250 SF EXISTING TO REMAIN CONDITIONED: 1ST FLOOR CONDITIONED 2ND FLOOR CONDITIONED ATTIC 1,289 SF 1,281 SF 646 SF CONDITIONED TOTAL: UNCONDITIONED: COVERED FRONT PORCH 1 (22ND ST) COVERED FRONT PORCH 2 (RIO GRANDE ST) NEW COVERED BACK PORCH NEW EXTERIOR STAIR COVERED LEVEL 2 BALCONY 1 UNCONDITIONED TOTAL: 3,216 SF 594 SF 69 SF 0 SF 0 SF 642 SF 1,305 SF 0 SF 0 SF 0 SF 0 SF 0 SF 0 SF 43 SF 84 SF 0 SF 127 SF : M P 0 0 8 1 : 8 0 2 0 2 / 8 1 / 8 | e l t t i L & n o t y a l C © DEAN KEETON ST 24TH STREET D V L B R A M A L 611 W 22ND STREET AUSTIN TEXAS 78653 T S E P U L A D A U G SYMBOL LEGEND 1 / A3.0 ELEVATION ROOM NAME 1.01 200 SF ROOM NAME NUMBER AREA BUILDING SECTION 1.01 DOOR NUMBER MARTIN LUTHER KING JR. BLVD. W 15TH ST. 5 3 I H - TRUE NORTH WALL SECTION 1.01 WINDOW TYPE SECTION DETAIL PARTITION TYPE A1 A DETAIL PLUMBING FIXTURE TYPE TA-1 TOILET ACCESSORY TYPE 1 1 1 A3.0 A3.0 A3.0 1 A3.0 ADDITIONAL BINS FOR STARBUCKS TRASH, RECYCLE & COMPOST - VERIFY WITH WASTE SERVICES 577.01' 576.75' 576.56' SITE NOTES 1. SITE INFORMATION TAKEN FROM SURVERY PERFORMED BY ROBERT C. WATTS JR., REGISTERED PROFESSIONAL LAND SURVEYOR, STATE OF TEXAS NO. 4995 ROBERT@CHAPSURVEY.COM FIELD WORK COMPLETED APRIL 27, 2018 2. COORDINATE LANDSCAPE & HARDSCAPE INSTALLATION WITH LANDSCAPE ARCHITECT. 3. TREES IN WORK AREA TO BE PROTECTED PER CITY OF AUSTIN STANDARDS. CONTACT ARBORIST TO COORDINATE ANY PRUNING OR EARTHWORK IN CRITICAL ROOT ZONES. 4. APPROVED SITE DEVELPMENT PLAN: XXXXXXXXXXXXX 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 8/18/20 1823 HLC PACKAGE 1'-7" 576.58' NOTE: SITE STEPS DOWN 4"-6" FROM STREET LEVEL EXISTING: DRAINAGE HAPPENS AT SOUTHWEST GATE ON TO STREET 1'-9 1/4" 576.77' TRASH -0'-9" 574.25' SITE LEGEND EXISTING STEM WALL UTILITY POLE STREET LIGHT STREET SIGN ALLEY 577.55' PROPERTY LINE S03°26'45"W 100.90' 576.00' 575.50' 1'-0" 576.00' 1'-0" 576.00' 2 / A2.2 1'-0" 576.00' 578.50' 1/4" MAX T.O.S. +6'-0" 578.73' 578.73' 578.96' E N I L Y T R E P O R P ' . 9 4 2 2 1 E " 2 1 9 2 ° 6 8 S ' 576.38' 1'-9" 576.75' 1'-9" 576.75' P U 1/4" MAX 576.75 576.75 NEW CONCRETE LANDING FOR SERVICE ENTRANCE 578.75' T.O.S. +6'-0" T.O.S. +5'-0" T.O.S. +5'-0" T.O.S. +4'-0" 576.50' 577.00' T.O.S. +3'-9" 0'-0" 575.00' 0'-0" 575.00' 1/4" MAX 574.63' X A M " 4 1 / 575.50' 4' GATE T.O.S. +3'-9" +576.99 X X X 576.50' NEW SERVICE DOOR, LANDING & STAIRS N D P U -0'-9" 574.25' NEW AWNING ABOVE -0'-9" 574.25' -1'-3" 573.75' TRASH, RECYCLE & COMPOST NEW HVAC UNITS 1'-0" 576.00' -0'-9" 574.25' +577.09 " 4 / 3 3 579'-0" COFFEE SHOP, RE: TENANT DRAWINGS FFE @ 579'-1 1/2" T.O.S. +3'-9" +577.15 579'-8 1/2" UP X X X X A M " 4 1 1'-0" 576.00' / X A M " 4 1 / X A M " 4 1 / 2'-0" 577.00' . 2 2 A / 1 NEW PTD. METAL STAIR GREASE TRAP 4' GATE 1'-0" 576.00' NEW GREEN LANDSCAPE SCREEN LEASING OFFICE NEW CONCRETE AND STUCCO PLINTH NEW CONCRETE STAIR AND PTD. METAL RAILINGS CONNECT EXISTING STREET SCAPE TO EXISTING HISTORIC PORCH WITH ACCESSIBLE NEW BRIDGE REPAIR AND REPAIR AND REINSTALL EXISTING REINSTALL EXISTING SALVAGED GATE SALVAGED GATE T E E R T S D N 2 2 W . EXISTING WATER METER TO REMAIN W 1 . 2 A / 1 +577.96 UP +577.59 +578.54 3% SLOPE UP 9" PECAN 18" PECAN 19" CEDAR ELM 578.27' M P 1 4 : 7 1 : 8 0 2 0 2 / 8 1 / 8 | e l t t i L & n o t y a l C © NEW CONCRETE WALKWAY REPAIR AND REINSTALL EXISTING SALVAGED GATE 10' BUILDING SETBACK PER UNIVERSITY NEIGHBORHOOD OVERLAY DISTRICT REQUIREMENTS " 1 - 8 1 ' 2 / A2.1 +578.05 NEW PTD. WOOD LATTICE 1'-0" 576.00' P U T.O.S. +3'-9" 576.50' 576.50' X A M " 4 1 / T.O.S. +3'-9" 577.08' 576.00' T.O.S. +3'-9" 1'-0" 576.00' 576.50' 576.00' 1/4" MAX 1/4" MAX 576.55' X A M " 4 1 / T.O.S. +3'-9" 576.57' PROPERTY LINE X X X N03°26'49"E 100.61' +577.79 576.97' 576.90' 576.75' RIO GRANDE STREET 1 PROPOSED SITE & FIRST FLOOR PLAN 1/8" = 1'-0" TRUE NORTH PROJECT NORTH T E E R T S D N 2 2 . W 1 1 6 5 0 7 8 7 S A X E T , N I T S U A A1.1 SITE & FIRST FLOOR PLAN PLAN LEGEND EXISTING TO REMAIN NEW CONSTRUCTION WOOD DECKING CONCRETE FLOORING EXISTING DOOR TO REMAIN NEW DOOR 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 8/18/20 1823 HLC PACKAGE T E E R T S D N 2 2 . W 1 1 6 5 0 7 8 7 S A X E T , N I T S U A A1.2 SECOND FLOOR PLAN 2 / A2.2 DN 2 / A2.1 OFFICE SPACE NEW AWNING CONFERENCE BREAK ROOM . 2 2 A / 1 590'-8" OFFICE SPACE PRINT RECEPTION / FRONT OFFICE INSTALL NEW PTD. METAL GUARDRAIL EXTENSION ABOVE EXISTING HISTORIC RAILING 1 . 2 A / 1 UP INSTALL EXISTING SALVAGED MANTLE NEW CUSTOM ENTRY DOOR, FRAME & TRIM, DOOR TO BE BUILT UTILIZING EXISTING HISTORIC WINDOW SASHES NEW COVERED PORCH 1 PROPOSED SECOND FLOOR PLAN 1/8" = 1'-0" TRUE NORTH PROJECT NORTH M P 3 4 : 7 1 : 8 0 2 0 2 / 8 1 / 8 | e l t t i L & n o t y a l C © . T S D N 2 2 . W @ E N I L Y T R E P O R P REPAIR ROTTEN WOOD NEW DOWNSPOUTS REPAIR COLUMN OUT OF PLUMB REPAIR ROTTON DECKING REPAIR OVERHEAD ROTTEN BEAM " 0 - 3 ' " 0 - 1 ' " 1 - 0 1 ' " 1 - 1 ' " 6 - 0 1 ' PL. HT 1. @ ATTIC 125'-8" ATTIC FLOOR - F.F. 122'-8" PL. HT @ SECOND FLOOR 121'-8" SECOND FLOOR - F.F. 111'-7" PL. HT. @ FIRST FLOOR 110'-6" FIRST FLOOR - F.F. 579'-1 1/2" REPAIR EXISTING WATER TABLE E E N N I I L L G G N N D D L L I I U U B B I I I I E E N N I I L L G G N N N N O O Z Z C C R R O O T T S S I I H H I I M P 6 4 : 7 1 : 8 0 2 0 2 / 8 1 / 8 | e l t t i L & n o t y a l C © 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 8/18/20 1823 HLC PACKAGE I C R O T S I H E N I L G N N O Z I E N I L G N D L I U B I REPAIR EXISTING ASPHALT SHINGLE ROOF AS REQUIRED REPAIR EAVE ROT, INSIDE CORNER NEW PORCH ROOF NEW GUTTERS AND DOWNSPOUTS MODIFY EXISTING HISTORIC WINDOW INTO NEW DOOR (IN EXISTING OPENING & LOCATION) NEW PAINTED STEEL COLUMN NEW PORCH AT REMOVED SHED ROOF EXISTING COLUMNS TO REMAIN NEW STANDING SEAM METAL ROOF ON PTD. STEEL BRACKETS NEW PAINTED METAL RAILING AND STAIR PL. HT. @ FIRST FLOOR 110'-6" WOOD PORCH TO BE REPAIRED/REBUILT AS NEEDED NEW PAINTED WOOD LATTICE NEW CONCRETE STEPS AND PAINTED STEEL HANDRAILS NEW CONCRETE STUCCO PLINTH 2 WEST ELEVATION - RIO GRANDE STREET ENTRY - PROPOSED 1/4" = 1'-0" 12 12 . . I I T T S S E E D D N N A A R R G G O O R R @ @ E E N N I I L L Y Y T T R R E E P P O O R R P P REPAIR EXISTING ASPHALT SHINGLE ROOF AS REQUIRED REPAIR ROTTEN WOOD DENTILS, TRIM AND EAVES AS REQUIRED NEW GUTTERS & DOWNSPOUTS INSTALL NEW PTD. METAL GUARDRAIL EXTENSION ABOVE EXISTING HISTORIC RAILING PAINT AND REPAIR EXISTING WOOD SIDING PL. HT 1. @ ATTIC 125'-8" ATTIC FLOOR - F.F. 122'-8" PL. HT @ SECOND FLOOR 121'-8" SECOND FLOOR - F.F. 111'-7" PL. HT. @ FIRST FLOOR 110'-6" FIRST FLOOR - F.F. 579'-1 1/2" T E E R T S D N 2 2 . W 1 1 6 5 0 7 8 7 S A X E T , N I T S U A " 0 - 3 ' " 0 - 1 ' " 1 - 0 1 ' " 1 - 1 ' " 6 - 0 1 ' A2.1 EXTERIOR ELEVATIONS - PROPOSED MIXED MEDIA UNDERPINNING - BROKEN STUCCO OVER BRICK REPAIR EXISTING WOOD SKIRTING REPAIR EXISTING SIDING REPAIR DAMAGED UNDERPINNING 1 NORTH ELEVATION - 22ND STREET ENTRY - PROPOSED 1/4" = 1'-0"  E E N N I I L L G G N N D D L L I I U U B B I I I I E E N N I I L L G G N N N N O O Z Z C C R R O O T T S S I I H H I I NEW STANDING SEAM METAL ROOF ON PTD. STEEL BRACKETS . . I I T T S S E E D D N N A A R R G G O O R R @ @ E E N N I I L L Y Y T T R R E E P P O O R R P P " 0 - 1 ' " 1 - 0 1 ' " 1 - 1 ' " 6 - 0 1 ' NEW PORCH ROOF ATTIC FLOOR - F.F. 122'-8" PL. HT @ SECOND FLOOR 121'-8" NEW PTD. STEEL COLUMN NEW PTD. STEEL RAILING SECOND FLOOR - F.F. 111'-7" PL. HT. @ FIRST FLOOR 110'-6" NEW PTD. STEEL STAIR FIRST FLOOR - F.F. 579'-1 1/2" M P 9 4 : 7 1 : 8 0 2 0 2 / 8 1 / 8 | e l t t i L & n o t y a l C © . . . . T T S S D D N N 2 2 2 2 W W @ @ E E N N I I L L Y Y T T R R E E P P O O R R P P REPAR ROTTEN WOOD DENTILS AND TRIM AS REQUIRED ATTIC FLOOR - F.F. 122'-8" INSTALL NEW PTD. METAL GUARDRAIL EXTENSION ABOVE EXISTING HISTORIC RAILING " 6 - 3 ' NEW ACCESSIBLE ENTRY PATH 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 8/18/20 1823 PL. HT @ SECOND FLOOR 121'-8" HLC PACKAGE " 0 - 1 ' " 1 - 0 1 ' " 1 - 1 ' " 6 - 0 1 ' SECOND FLOOR - F.F. 111'-7" PL. HT. @ FIRST FLOOR 110'-6" FIRST FLOOR - F.F. 579'-1 1/2" REPAIR EXISTING WATER TABLE 2 EAST ELEVATION - PROPOSED 1/4" = 1'-0" 12 12 EXISTING CHIMNEY TO REMAIN E E N N I I L L G G N N D D L L I I U U B B I I I I E E N N I I L L G G N N N N O O Z Z C C R R O O T T S S I I H H I I 18'-3 1/2" 18'-3 1/2" 1 SOUTH ELEVATION - PROPOSED 1/4" = 1'-0" INSTALL AND REPAIR EXISTING SALVAGED WINDOW IN NEW OPENING REPAIR ROTTEN FASCIA NEW WINDOWS AND TRIM NEW STANDING SEAM METAL ROOF NEW TRANSOM WINDOWS NEW PTD. STEEL BRACKETS INSTALL AND REPAIR EXISTING SALVAGED DOOR IN NEW OPENING NEW PAINTED WOOD SIDING AND TRIM TO MATCH EXISTING T E E R T S D N 2 2 . W 1 1 6 5 0 7 8 7 S A X E T , N I T S U A A2.2 EXTERIOR ELEVATIONS - PROPOSED 4 NORTHWEST 3D VIEW - PROPOSED 3 SOUTHEAST 3D VIEW - PROPOSED M P 5 5 : 7 1 : 8 0 2 0 2 / 8 1 / 8 | e l t t i L & n o t y a l C © 2 SOUTHWEST 3D VIEW - PROPOSED 1 NORTHEAST 3D VIEW - PROPOSED 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 8/18/20 1823 HLC PACKAGE T E E R T S D N 2 2 . W 1 1 6 5 0 7 8 7 S A X E T , N I T S U A A2.3 3D VIEWS PROPOSED DEMOLITION PLAN LEGEND EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED TEMPORARY CONSTRUCTION AREA OF DEMOLITION DEMOLITION NOTES 1. BEFORE DEMOLITION BEGINS, COORDINATE INITIAL SELECTIVE DEMOLITION INVESTIGATION WITH ARCHITECT. 2. DOCUMENT ALL AREAS TO BE SELECTIVELY DEMOLISHED PRIOR TO PERFORMING ANY WORK. DOCUMENTATION TO INCLUDE PHOTOGRAPHS AND MEASURED DRAWINGS. DOCUMENTATION TO BE CLEARLY LABELED AND DELIVERED TO ARCHITECT AND OWNER. 3. A HAZARDOUS MATERIALS REPORT HAS BEEN PROVIDED BY OWNER, WHO WILL CONTRACT DIRECTLY WITH GC FOR REMOVAL. THE WORK INDICATED HEREIN AND IN RELATED SPECIFICATIONS (INCLUDING REQUIRED DEMOLITION WORK) DOES NOT ADDRESS THE PRESENCE OF HAZARDOUS MATERIALS. THE ARCHITECT IS NOT INVOLVED IN THE REMOVAL, TREATMENT, OR IDENTIFICATION OF ASBESTOS OR ANY OTHER HAZARDOUS MATERIAL IN ANY WAY. 4. 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. 5. REFERENCE HISTORICAL NOTES ON COVER SHEET. 6. THE DEMOLITION 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- USEABLE ORIGINAL MATERIALS WILL NOT BE ALLOWED AND GC WILL BE RESPONSIBLE FOR REPLACEMENT OF DAMAGED MATERIALS. 7. THE INTENT OF THE DEMOLITION PLAN IS TO REMOVE ALL ITEMS FROM ANOMALOUS ADDITION & TO REVEAL ELEMENTS THAT HAVE BEEN COVERED UP BY CONSTRUCTION OVER THE LIFE OF THE BUILDING. THE CONTRACTOR SHALL CAREFULLY REMOVE/ RELOCATE ALL SUCH ITEMS AS REQUIRED FOR ARCHITECT TO EVALUATE EXISTING FRAMING CONDITIONS. 8. ALL EXISTING COMPONENTS TO REMAIN ARE TO BE PROTECTED DURING DEMOLITION AND CONSTRUCTION BY THE GENERAL CONTRACTOR (G.C.). ANY DAMAGED MATERIAL IS TO BE REPAIRED, REPLACED OR REBUILT IN A MANNER ACCEPTABLE TO THE OWNER AND ARCHITECT. 9. SALVAGE ALL DOORS, HARDWARE, FIXTURES, TRIM, & ALL ITEMS NOTED ON DEMOLITION PLAN TO BE REMOVED. REVIEW WITH ARCHITECT & OWNER TO DETERMINE ITEMS FOR REUSE. WHERE DOORS ARE REMOVED, SALVAGE EXISTING TRIM FOR POSSIBLE RE-USE. LABEL DOORS, HARDWARE & TRIM & STORE TOGETHER. 10. 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. ALL ITEMS NOTED REMOVE/RETAIN FOR FUTURE USE SHALL BE PHOTOGRAPHED IN PLACE, CLEARLY LABELED AND STORED. 11. PATCH , REPAIR, AND PREPARE ALL SURFACES AS REQUIRED TO ACCOMMODATE FINISHES INDICATED IN NEW WORK. 12. PROTECT EXISTING TREES TO CITY OF AUSTIN STANDARDS. ALL DEMOLITION WORK IN CRITICAL ROOT ZONES (CRZ'S) TO BE DONE WITH HAND TOOLS AND/OR AIR SPADES. CONTACT OWNER'S ARBORIST FOR ANY TREE WORK. 13. REMOVE ROTTED WOOD WHEN ENCOUNTERED. DOCUMENT EXISTING CONDITION FOR REPLACEMENT. REVIEW SCOPE WITH OWNER AND ARCHITECT PRIOR TO REMOVAL. 14. AFTER PARTIAL DEMOLITION, ARCHITECT AND STRUCTURAL ENGINEER TO REVIEW AND ADVISE FOR REPAIR/ MODIFICATION SCOPE. 15. EXISTING WALLS AND STRUCTURE ARE NOT NECESSARILY SHOWN IN THEIR ENTIRETY OR ABSOLUTELY CORRECT LOCATION. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO BIDDING. ANY DISCREPANCIES TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR DIRECTION AND OR CLARIFICATION. 16. THE CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY DEMOLITION OF THE BUILDING SYSTEMS, AND PATCHING OR REPAIR OF EXISTING BUILDING FINISHES/SITE FEATURES AFFECTED BY NEW CONSTRUCTION. 17. REFERENCE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR DEMOLITION WORK ASSOCIATED WITH NEW SYSTEMS CONSTRUCTION AND FOR THE EXTENT OF EXISTING SYSTEMS TO BE REMOVED/RELOCATED. 18. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ARCHITECT BEFORE CONTINUING WITH CONSTRUCTION. 19. POTABLE WATER AND ELECTRICITY WILL BE PROVIDED BY THE OWNER AS NEEDED FOR DEMOLITION & CONSTRUCTION PHASES. 20. SOME EXISTING EQUIPMENT TO BE REUSED. COORDINATE WITH OWNER FOR TEMPORARY STORAGE DURING CONSTRUCTION. 21. WHERE PORTIONS OF WALLS ARE REMOVED FOR NEW OPENINGS, COORDINATE HEIGHT OF DEMOLISHED OPENING WITH FINISHED OPENING SIZE AND ANY ADDED STRUCTURE REQUIRED. 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 8/18/20 1823 HLC PACKAGE T E E R T S D N 2 2 . W 1 1 6 5 0 7 8 7 S A X E T , N I T S U A D1.1 DEMO PLAN - FIRST FLOOR REMOVE EXISTING FIREPLACE, BRACE TO SUPPORT EXISTING CHIMNEY ABOVE REMOVE EXISTING DOOR AND SIDELITE, RETAIN FOR REUSE IN NEW CONSTRUCTION CAREFULLY REMOVE EXISTING COLUMNS, SALVAGE FOR REUSE IN NEW CONSTRUCTION SALVAGE EXISTING RAILINGS FOR USE IN NEW CONSTRUCTION 2 / D2.1 UP UP UP UP UP 2 / D2.0 1 FIRST FLOOR PLAN - DEMOLITION PHASE 2 1/4" = 1'-0" TRUE NORTH PROJECT NORTH REMOVE EXISTING FIREPLACE, BRACE AND REPAIR AS REQUIRED TO KEEP EXISTING FIREPLACE AND CHIMNEY ABOVE . 0 2 D / 1 UP CAREFULLY REMOVE EXISTING MANTLE, SALVAGE FOR USE IN NEW CONSTRUCTION EXISTISTING FIREPLACE TO REMAIN, PATCH OPENING AT INTERIOR M P 6 5 : 7 1 : 8 0 2 0 2 / 8 1 / 8 | e l t t i L & n o t y a l C © DEMOLITION PLAN LEGEND EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED TEMPORARY CONSTRUCTION AREA OF DEMOLITION DEMOLITION NOTES 1. BEFORE DEMOLITION BEGINS, COORDINATE INITIAL SELECTIVE DEMOLITION INVESTIGATION WITH ARCHITECT. 2. DOCUMENT ALL AREAS TO BE SELECTIVELY DEMOLISHED PRIOR TO PERFORMING ANY WORK. DOCUMENTATION TO INCLUDE PHOTOGRAPHS AND MEASURED DRAWINGS. DOCUMENTATION TO BE CLEARLY LABELED AND DELIVERED TO ARCHITECT AND OWNER. 3. A HAZARDOUS MATERIALS REPORT HAS BEEN PROVIDED BY OWNER, WHO WILL CONTRACT DIRECTLY WITH GC FOR REMOVAL. THE WORK INDICATED HEREIN AND IN RELATED SPECIFICATIONS (INCLUDING REQUIRED DEMOLITION WORK) DOES NOT ADDRESS THE PRESENCE OF HAZARDOUS MATERIALS. THE ARCHITECT IS NOT INVOLVED IN THE REMOVAL, TREATMENT, OR IDENTIFICATION OF ASBESTOS OR ANY OTHER HAZARDOUS MATERIAL IN ANY WAY. 4. 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. 5. REFERENCE HISTORICAL NOTES ON COVER SHEET. 6. THE DEMOLITION 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- USEABLE ORIGINAL MATERIALS WILL NOT BE ALLOWED AND GC WILL BE RESPONSIBLE FOR REPLACEMENT OF DAMAGED MATERIALS. 7. THE INTENT OF THE DEMOLITION PLAN IS TO REMOVE ALL ITEMS FROM ANOMALOUS ADDITION & TO REVEAL ELEMENTS THAT HAVE BEEN COVERED UP BY CONSTRUCTION OVER THE LIFE OF THE BUILDING. THE CONTRACTOR SHALL CAREFULLY REMOVE/ RELOCATE ALL SUCH ITEMS AS REQUIRED FOR ARCHITECT TO EVALUATE EXISTING FRAMING CONDITIONS. 8. ALL EXISTING COMPONENTS TO REMAIN ARE TO BE PROTECTED DURING DEMOLITION AND CONSTRUCTION BY THE GENERAL CONTRACTOR (G.C.). ANY DAMAGED MATERIAL IS TO BE REPAIRED, REPLACED OR REBUILT IN A MANNER ACCEPTABLE TO THE OWNER AND ARCHITECT. 9. SALVAGE ALL DOORS, HARDWARE, FIXTURES, TRIM, & ALL ITEMS NOTED ON DEMOLITION PLAN TO BE REMOVED. REVIEW WITH ARCHITECT & OWNER TO DETERMINE ITEMS FOR REUSE. WHERE DOORS ARE REMOVED, SALVAGE EXISTING TRIM FOR POSSIBLE RE-USE. LABEL DOORS, HARDWARE & TRIM & STORE TOGETHER. 10. 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. ALL ITEMS NOTED REMOVE/RETAIN FOR FUTURE USE SHALL BE PHOTOGRAPHED IN PLACE, CLEARLY LABELED AND STORED. 11. PATCH , REPAIR, AND PREPARE ALL SURFACES AS REQUIRED TO ACCOMMODATE FINISHES INDICATED IN NEW WORK. 12. PROTECT EXISTING TREES TO CITY OF AUSTIN STANDARDS. ALL DEMOLITION WORK IN CRITICAL ROOT ZONES (CRZ'S) TO BE DONE WITH HAND TOOLS AND/OR AIR SPADES. CONTACT OWNER'S ARBORIST FOR ANY TREE WORK. 13. REMOVE ROTTED WOOD WHEN ENCOUNTERED. DOCUMENT EXISTING CONDITION FOR REPLACEMENT. REVIEW SCOPE WITH OWNER AND ARCHITECT PRIOR TO REMOVAL. 14. AFTER PARTIAL DEMOLITION, ARCHITECT AND STRUCTURAL ENGINEER TO REVIEW AND ADVISE FOR REPAIR/ MODIFICATION SCOPE. 15. EXISTING WALLS AND STRUCTURE ARE NOT NECESSARILY SHOWN IN THEIR ENTIRETY OR ABSOLUTELY CORRECT LOCATION. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO BIDDING. ANY DISCREPANCIES TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR DIRECTION AND OR CLARIFICATION. 16. THE CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY DEMOLITION OF THE BUILDING SYSTEMS, AND PATCHING OR REPAIR OF EXISTING BUILDING FINISHES/SITE FEATURES AFFECTED BY NEW CONSTRUCTION. 17. REFERENCE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR DEMOLITION WORK ASSOCIATED WITH NEW SYSTEMS CONSTRUCTION AND FOR THE EXTENT OF EXISTING SYSTEMS TO BE REMOVED/RELOCATED. 18. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ARCHITECT BEFORE CONTINUING WITH CONSTRUCTION. 19. POTABLE WATER AND ELECTRICITY WILL BE PROVIDED BY THE OWNER AS NEEDED FOR DEMOLITION & CONSTRUCTION PHASES. 20. SOME EXISTING EQUIPMENT TO BE REUSED. COORDINATE WITH OWNER FOR TEMPORARY STORAGE DURING CONSTRUCTION. 21. WHERE PORTIONS OF WALLS ARE REMOVED FOR NEW OPENINGS, COORDINATE HEIGHT OF DEMOLISHED OPENING WITH FINISHED OPENING SIZE AND ANY ADDED STRUCTURE REQUIRED. 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 8/18/20 1823 HLC PACKAGE T E E R T S D N 2 2 . W 1 1 6 5 0 7 8 7 S A X E T , N I T S U A D1.2 DEMO PLAN - SECOND FLOOR 2 / D2.1 UP VERIFY AND REVEAL SIZE AND LOCATION OF PATCHED WINDOW UP UP 2 / D2.0 1 SECOND FLOOR PLAN - DEMOLITION PHASE 2 1/4" = 1'-0" TRUE NORTH PROJECT NORTH . 0 2 D / 1 UP M P 7 5 : 7 1 : 8 0 2 0 2 / 8 1 / 8 | e l t t i L & n o t y a l C ©