12.1 - 811 W Live Oak St - drawings — original pdf

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GREEN PASTURES - WHITE HOUSE CONCEPT RENDERING PROJECT TEAM ZONING & CODE ANALYSIS OWNER AC 811 W LIVE OAK, LLC 901 W LIVE OAK STREET AUSTIN, TEXAS 78704 CIVIL ENGINEER CIVIL & ENVIRONMENTAL COSULTANTS, INC 3711 S. MOPAC EXPRESSWAY, BLDG. 1, STE. 550 AUSTIN, TX 78746 LEGAL DESCRIPTION (FOR ENTIRE PROPERTY UNDER BOULDIN SOUTH EXTENSION & ABS 8 SUR 20 DECKER I ACR 3.429 & VAC ALLEY (Per TCAD) AND LOT 1 BLK H LOMA LINDA (per TCAD) SITEPLAN) LOTS 14 & 1011 BLK 8 & LOT 13 & PT LOT 12 BLK 10 DAVIS & DAWSON & LOTS 89 BLK 10 ARCHITECT CLAYTON KORTE JEFF TRIGGER 512-748-7828 jtrigger@lacorsha.com 2201 N LAMAR BLVD AUSTIN, TEXAS 78705 KRISTEN BROWN 806-773-8648 kristen@claytonkorte.com GENERAL NOTES MARIO CASTILLO 512-439-0400 mcastillo@cecinc.com STRUCTURAL ARCHITECTURAL ENGINEERS ENGINEER COLLABORATIVE (AEC) 3800 N LAMAR BLVD #330 AUSTIN, TX 78756 KARINA TRIBBLE, PE, LEED AP 512-472-211 x 1007 ktribble@aec.com PARCEL ID ZONING BUILDING CODES 0402030237 SF-3; THIS LAND IS PART OF A LARGER PROPERTY UNDER AN APPROVED SITE PLAN. REFERENCE SITE PLAN # SP-2015-0543C 2021 INTERNATIONAL RESIDENTIAL BUILDING CODE 2021 INTERNATIONAL MECHANICAL CODE 2021 INTERNATIONAL PLUMBING CODE 2020 NATIONAL ELECTRIC CODE CITY OF AUSTIN AMENDMENTS BUILDING DESCRIPTION EXISTING ONE STORY HOUSE, UNSPRINKLERED, WOOD FRAME BUILDING RESIDENCE. LEGAL JURISDICTION AUSTIN, TEXAS, TRAVIS COUNTY 1. ALL WORK SHALL BE IN CONFORMANCE WITH APPLICABLE BUILDING CODES, AND TO INCLUDE ALL REQUIREMENTS OCCUPANCY CLASSIFICATION SINGLE FAMILY RESIDENCE 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. HOWEVER ALL DIMENSIONS TO EXISTING EXTERIOR WALLS TO REMAIN ARE TO THE FINISHED FACE OF THOSE WALLS. 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. FIRE SPRINKLER NOT REQUIRED; FIRE AREA IS LESS THAN 3,6OO SF (IFC SECTION 202 AND B104.1) TYPE OF CONSTRUCTION V-B 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 PROPERTIES WITH 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 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 10. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL GOVERN. DRAWINGS AT A LARGE SCALE SHALL TAKE PRECEDENCE REPAIR OF EXISTING BUILDING FINISHES/SITE FEATURES AFFECTED BY NEW CONSTRUCTION. 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. 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. FOR REFERENCE ONLY VICINITY MAP 1 DOWNTOWN AUSTIN TO W N LAKE B A R T O N S P RIN G S RD. I-35 14. IN CASE OF CONFLICTS BETWEEN ARCHITECT'S AND ENGINEER'S DRAWINGS IN THE LOCATION OF MATERIALS 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. S. 1ST ST. E. V S A S E R G N O C S. C OLLIER ST. L A M A R B L V D . S . S. 5TH ST. W. MARY ST. W. LIVE OAK ST. 811 W. LIVE OAK ST. AUSTIN, TX 78704 W. O LT O RF ST. N NOT TO SCALE 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. SYMBOL LEGEND 1 / A3.0 ELEVATION ROOM NAME 1.01 200 SF ROOM NAME NUMBER AREA BUILDING SECTION 1.01 DOOR NUMBER REFER TO CIVIL DRAWINGS FOR OVERALL IMPERVIOUS COVER CALCULATIONS FOR THE LARGER SITE. DRAWING INDEX EXISTING NEW/ADDED TOTAL GENERAL AREA CALCULATIONS LOT SIZE - 16,602 SF (SF-3 LOTS ONLY, OVERALL SITE AREA IS 247,553 S.F.) 1ST FLOOR CONDITIONED 2ND FLOOR CONDITIONED BASEMENT COVERED PARKING COVERED PATIO BALCONY OTHER 0 SF 0 SF 0 SF 0 SF 0 SF 0 SF 0 SF 629 SF 0 SF 0 SF 0 SF 150 SF 0 SF 0 SF 629 SF 0 SF 0 SF 0 SF 150 SF 0 SF 0 SF TOTAL BUILDING COVERAGE % BUILDING COVERAGE (780 / 16,602) = 04.7% 0 SF 779 SF 779 SF G1.0 COVER SHEET DEMOLITION D1.0 D1.1 FIRST FLOOR DEMO PLAN DEMOLITION PHOTOS ARCHITECTURAL A1.0 OVERALL SITE PLAN WALL SECTION 1.01 WINDOW TYPE SECTION DETAIL PARTITION TYPE A1 A DETAIL PLUMBING FIXTURE TYPE DRIVEWAY SIDEWALKS UNCOVERED PATIO UNCOVERED RAMP, LANDING AND STEPS AC PADS OTHER 0 SF 0 SF 868 SF 868 SF 0 SF 0 SF 208 SF 208 SF 0 SF 0 SF 122 SF 122 SF 0 SF 0 SF 0 SF 0 SF 0 SF 0 S.F. 0 SF 0 SF TA-1 TOILET ACCESSORY TYPE TOTAL NON-BUILDING COVERAGE 1,198 SF 1,198 SF TOTAL SITE COVERAGE (IMPERVIOUS) % IMPERVIOUS COVER (1,977 / 16,602) = 11.9% 1,977 SF 1,977 SF `T1 A3.0 1 1 1 A3.0 A3.0 A3.0 : : M P 6 3 9 4 4 2 2 0 2 / 3 1 / 0 1 | e t r o K 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 2022-10-13 21055 HISTORIC REVIEW L E D O M E R E S U O H E T I H W T E E R T S K A O E V I L T S E W 1 1 8 X T , N I T S U A 4 0 7 8 7 G1.0 COVER SHEET A1.1ENLARGED SITE PLANA1.2FIRST FLOOR PLAN & RCP A1.3ROOF PLANA2.0EXTERIOR ELEVATIONS E-A1.1 FIRST FLOOR PLAN & RCP - EXISTINGA3.0BUILDING SECTIONS E-A2.0 EXTERIOR ELEVATIONS - EXISTINGDEMOLITION NOTES: GENERAL PLAN NOTES PLAN LEGEND 1. 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, PAID FOR BY THE GC. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, DAMAGE TO THE BUILDING GROUNDS, PLANTINGS, WALLS, PAVEMENT, VEHICLES, UTILITIES, FINISHES, FURNISHINGS, ETC. REFER TO HISTORICAL NOTES ON G1.0 FOR ADDITIONAL INFORMATION. 2. 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. 3. CONTRACTOR TO BRACE/SHORE EXISTING CONSTRUCTION TO REMAIN. 4. EXISTING FLOOR FRAMING TO BE MODIFIED AS REQUIRED TO ACHIEVE A FLUSH TRANSITION BETWEEN ADJACENT FLOORING MATERIALS. REFER TO STRUCTURAL DRAWINGS FOR MORE INFORMATION. 5. GC TO COORDINATE SEQUENCING OF DEMOLITION WORK WITH ARCHITECT PRIOR TO BEGINNING DEMO. INTERIOR PANELING, CEILINGS, AND FLOORING TO REMAIN IN PLACE THROUGHOUT RELOCATION TO HELP STIFFEN THE STRUCTURE. 1. NEW FOUNDATION REQUIRED AT NEW RELOCATION OF STRUCTURE, REFER TO STRUCTURAL DRAWINGS. 2. ALL EXISTING WINDOWS, DOORS, AND SCREENS SHALL BE REPAIRED TO WORKING OPERATION AS NEEDED; CONTRACTOR SHALL INSPECT FOR ROT AND REPLACE ANY ROTTEN WOOD IN KIND. 3. REPLACE EXISTING ASPHALT SHINGLE ROOFING WITH NEW ROOD TO MATCH EXISTING. 4. REPLACE ALL DAMAGED FRAMING AND FLOORING WITH NEW. CONTRACTOR TO MATCH SIMILAR FINISHES AS EXISTING. 5. EXISTING SALVAGED FLOORS TO BE SANDED AND RESEALED THROUGHOUT W/DURABLE MATTE SEALER. RE; SPECS. 6. PROVIDE NEW HVAC THROUGHOUT. 7. PATCH, REPAIR, AND REFINISH WOOD TRIM, PANELING & 8. NEW SITE WALKWAYS, REFER TO CIVIL AND LANDSCAPE IN SIDING THROUGHOUT. SEPARATE SET. 9. REMOVE AND REPLACE GUTTERS AND DOWNSPOUTS WITH PREFINISHED METAL TO MATCH EXISTING 10. ALL NEW OUTLETS AND SWITCHES PER CODE. EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED NEW CONSTRUCTION WOOD FLOORING WOOD DECKING TILE FLOORING CONCRETE 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 2022-10-13 21055 HISTORIC REVIEW DEMO SEGMENT OF PARTIAL WALL DEMO INTERIOR WALLS AS SHOWN. ' " 1 1 - 2 - / + " 8 / 3 1 - 1 ' DEMO TILE, TYP. 6'-1 1/2" +/- 5'-3 1/2" UP " 2 / 1 5 - 4 ' EXISTING WOOD FLOOR TO REMAIN. REMOVE ROTTED OR DAMAGED DECKING, TYP. EXISTING WOOD FLOOR TO REMAIN. REMOVE ROTTED OR DAMAGED DECKING, TYP. X100 X101 DEMO PLUMBING FIXTURES, TYP. 1 FIRST FLOOR DEMO PLAN 1/4" = 1'-0" PROJECT NORTH TRUE NORTH EXISTING WOOD POST TO REMAIN WOOD DECKING TO REMAIN WHERE SALVAGABLE. REMOVE ROTTED OR DAMAGED DECKING, TYP. EXISTING WOOD POST TO REMAIN EXISTING WOOD POST TO REMAIN DEMO SCREENS AND HORIZONTAL MEMBERS, TYPICAL. PRIMARY VERTICAL MEMBERS TO REMAIN. SECONDARY VERTICAL MEMBERS TO REMAIN UNTIL THE ROOF IS BRACED. TEAM TO REVIEW WITH STRUCTURAL ENGINEER AS REQUIRED. EXISTING WOOD POST TO REMAIN L E D O M E R E S U O H E T I H W T E E R T S K A O E V I L T S E W 1 1 8 X T , N I T S U A 4 0 7 8 7 D1.0 FIRST FLOOR DEMO PLAN : : M P 0 3 6 4 4 2 2 0 2 / 3 1 / 0 1 | e t r o K n o t y a l C © DEMO EXISTING DOOR DEMOLITION NOTES: 1. 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, PAID FOR BY THE GC. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, DAMAGE TO THE BUILDING GROUNDS, PLANTINGS, WALLS, PAVEMENT, VEHICLES, UTILITIES, FINISHES, FURNISHINGS, ETC. REFER TO HISTORICAL NOTES ON G1.0 FOR ADDITIONAL INFORMATION. 2. 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. 3. CONTRACTOR TO BRACE/SHORE EXISTING CONSTRUCTION TO REMAIN. 4. EXISTING FLOOR FRAMING TO BE MODIFIED AS REQUIRED TO ACHIEVE A FLUSH TRANSITION BETWEEN ADJACENT FLOORING MATERIALS. REFER TO STRUCTURAL DRAWINGS FOR MORE INFORMATION. 5. GC TO COORDINATE SEQUENCING OF DEMOLITION WORK WITH ARCHITECT PRIOR TO BEGINNING DEMO. INTERIOR PANELING, CEILINGS, AND FLOORING TO REMAIN IN PLACE THROUGHOUT RELOCATION TO HELP STIFFEN THE STRUCTURE. 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 2022-10-13 21055 HISTORIC REVIEW PROJECT WEST - DEMOLITION ELEVATION PROJECT WEST - DEMOLITION ELEVATION PRIMARY SCREENED PORCH FRAME MEMBERS TO REMAIN, TYP. DEMO ACCESSORY SHED ADJACENT TO THE HOUSE DEMO EXISTING SCREENS, SCREEENED DOOR AND SECONDARY FRAME MEMBERS. EXISTING PRIMARY FRAMING POSTS TO REMAIN : : M P 1 3 6 4 4 2 2 0 2 / 3 1 / 0 1 | e t r o K n o t y a l C © PROJECT SOUTH - DEMOLITION ELEVATION PROJECT EAST - DEMOLITION ELEVATION PROJECT NORTH - DEMOLITION ELEVATION L E D O M E R E S U O H E T I H W T E E R T S K A O E V I L T S E W 1 1 8 X T , N I T S U A 4 0 7 8 7 D1.1 DEMOLITION PHOTOS PARKING COUNTS SITE PLAN NOTES DRAWING LEGEND PROPERTY LINE 2. REFERENCE CIVIL SHEETS FOR STORM WATER, GRADING, AND SCOPE OF WORK BOUNDARY NEW PARKING PROVIDED (IN VICIL PHASE 1, RE: CIVIL) 47 SPACES IN UNDERGROUND GARAGE 27 NEW STANDARD SURFACE SPACES 2 NEW VAN ACCESSIBLE SURFACE SPACES 76 NEW SPACES PROVIDED REQUIRED PARKING (RE. CIVIL) 1.1 SPACES REQUIRED PER GUEST ROOM 1.1 X 63 ROOMS = 69.3 SINGLE FAMILY RESIDENTIAL - 2 APACES PER RESIDENCE = 2 SPACES 0.8 URBAN CORE REDUCTION 71.3 X 0.8 = 57 SPACES REQUIRED 1. COORDINATE LAYOUT & SCOPE WITH CIVIL DRAWINGS AND LANDSCAPE ARCHITECTURE. UTILITY LOCATIONS AND MODIFICATIONS. TL 3. UTILITY SERVICE TO EXISTING RESTAURANT AND EVENT CENTER TO REMAIN ACTIVE THROUGHOUT CONSTRUCTION OF THIS PHASE. ANY NECESSARY OUTAGES TO BE COORDINATED WITH OWNER AND OPERATOR. 4. ON-STREET PARKING FOR CONSTRUCTION PERSONNEL OR FOR DELIVERIES IS NOT ALLOWED. 5. CONTINUE TO MINIMIZE IMPACT/DISTURBANCE OF NEIGHBORS; FOLLOW CITY OF AUSTIN CONSTRUCTION WORK HOUR REQUIREMENTS. 6. MINIMIZEING IMPACT TO EXISTING TREES IS CRITICAL TO THE SUCCESS OF THIS PROJECT. COORDINATE ALL DISTURBANCE IN CRITICAL ROOT ZONES OR TREE CANOPY PRUNING WITH OWNER'S ARBORIST, RE: TREE PROTECTION NOTES. 7. LANDSCAPING, IRRIGATION, FENCING AND GATES, FINISH GRADING, AND HARDSCAPE FINISHES TO BE FURNISHED AND INSTALLED BY WORD + CARR DESIGN, RE: LANDSCAPE DRAWINGS. ISSUED SEPARATELY 8. ALL EXTERIOR LIGHTING TO BE DARK-SKY COMPLIANT; RE: LANDSCAPE LIGHTNING DRAWINGS. 9. TOPOGRAPHY SHOWS EXISTING GRADE. NEW GRADING TO SLOPE AWAY FROM BUILDING, TYP. AREA NOT IN SCOPE EXISTING CONSTRUCTION TO REMAIN NEW CONSTRUCTION NEW CONSTRUCTION - BY LANDSCAPE CONTRACTOR EASEMENT, RE: PLAN BRICK PAVERS GRASS PAVERS BY LANDSCAPE CONTRACTOR CONCRETE ASPHALT 8" LAYER OF MULCH TREE TRUNK DIAMETER FULL CRITICAL ROOT ZONE 1/2 CRITICAL ROOF ZONE 1/4 CRITICAL ROOF ZONE x x 6' TALL TEMPORARY CHAIN LINK TREE PROTECTION FENCE OE UE OE OVERHEAD ELECTRIC LINE UE UNDERGROUND ELECTRIC LINE 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 2022-10-13 21055 HISTORIC REVIEW ALL NEW CONSTRUCTION BEYOND THIS SCOPE BOUNDARY PERMITTED SEPARATELY N TIO A C O L E F R E O T U O R : M P 7 1 : 6 4 4 2 2 0 2 / 3 1 / 0 1 | e t r o K n o t y a l C © 1 OVERALL SITE PLAN 1" = 40'-0" L E D O M E R E S U O H E T I H W T E E R T S K A O E V I L T S E W 1 1 8 X T , N I T S U A 4 0 7 8 7 A1.0 OVERALL SITE PLAN NOTE: HOTEL IS BEING PERMITTED SEPARATELY UNDER 2022-148857 PR. INFORMATION PROVIDED HERE IN REFERENCE TO THAT SCOPE IS FOR REFERENCE ONLY . TREE PROTECTION NOTES 1. PROVIDE TREE PROTECTION AND FENCING PER CITY OF AUSTIN REQUIREMENTS AND 8" MULCH GROUND COVER DURING CONSTRUCTION AROUND ALL TREES. 2. WRAP 2x4 BOARDS AROUND THE TRUNKS OF ALL TREES (TO REMAIN) DURING CONSTRUCTION. 3. WRAP CONNECTIONS OF CONCRETE LINE PUMP WITH PLASTIC TO PREVENT CONCRETE SLURRY FROM LEACHING INTO GROUND AND NEAR ROOTS OF TREES. 4. ALL PERSONNEL ACCESS PATHS, HEAVY EQUIPMENT AND CONCRETE TO REMAIN OUTSIDE OF CRZ OF PROTECTED TREES. IF/WHEN HEAVY EQUIPMENT WILL BE ROLLING OVER ANY AREA OF THE FULL CRZ OF PROTECTED TREES PROVIDE 3/4" PLYWOOD OVER 2X4 LUMBER OVER 12" LAYER OF MULCH TO BRIDGE OVER THE ROOTS AND PREVENT SOIL/ROOT COMPACTION. 5. ALL TREES (TO REMAIN) ON SITE ARE TO BE TREATED AS IF PROTECTED (INCLUDING THOSE UNDER 19" IN DIAMETER). 6. AFTER CONSTRUCTION IS COMPLETED, REMOVE EXCESS MULCH FROM CRZs TO LEAVE A MAX LAYER OF 3" WITHIN ROOT ZONES. 7. CONTRACTOR TO DESIGNATE CONCRETE WASHOUT AREA AND PORTABLE TOILET LOCATION THAT ARE NOT WITHIN THE CRZ OF ANY PROTECTED TREES. PROPOSED AREAS MARKED ON PLAN. 8. EXCAVATION IN THE 1/4 AND 1/2 CRZ'S OF PROTECTED TREES MUST BE DONE WITH HAND TOOLS. 352. 9. AVOID TRENCHING WITHIN THE 1/2 CRZ OF THE MULTI-TRUNK HERITAGE LIVE OAK # 10. CONTRACTOR TO WALK SITE BEFORE CONSTRUCTION AND DECIDE IF PRUNING OF ANY PROTECTED TREES IS NECESSARY. IF SO, CERTIFIED ARBORIST TO ASSESS THE PRUNING NEEDS AND PROVIDE A WRITTEN ASSESSMENT OF ESTIMATED PERCENTAGE OF CANOPY PROPOSED TO BE REMOVED. ALL LIMBS AND TREE TRIMMING TO BE PERFORMED BY OWNER APPROVED ARBORIST. 12. THE CONCRETE TRUCK (IF REQUIRED) IS TO REMAIN ON THE STREET AND THE CONCRETE PUMPED TO THE SITE IN ORDER TO MINIMIZE DISTURBANCE OF THE TREES ON SITE (THE PUMPED CONCRETE SHOULD NOT BE ROUTED OVER THE CRZ OF THE HERITAGE LIVE OAK #352). PARKING COUNTS NEW PARKING PROVIDED (IN VICIL PHASE 1, RE: CIVIL) 47 SPACES IN UNDERGROUND GARAGE 27 NEW STANDARD SURFACE SPACES 2 NEW VAN ACCESSIBLE SURFACE SPACES 76 NEW SPACES PROVIDED REQUIRED PARKING (RE. CIVIL) 1.1 SPACES REQUIRED PER GUEST ROOM 1.1 X 63 ROOMS = 69.3 SINGLE FAMILY RESIDENTIAL - 2 APACES PER RESIDENCE = 2 SPACES 0.8 URBAN CORE REDUCTION 71.3 X 0.8 = 57 SPACES REQUIRED SITE PLAN NOTES DRAWING LEGEND 1. COORDINATE LAYOUT & SCOPE WITH CIVIL DRAWINGS AND LANDSCAPE ARCHITECTURE. PROPERTY LINE 2. REFERENCE CIVIL SHEETS FOR STORM WATER, GRADING, AND SCOPE OF WORK BOUNDARY UTILITY LOCATIONS AND MODIFICATIONS. TL 3. UTILITY SERVICE TO EXISTING RESTAURANT AND EVENT CENTER TO REMAIN ACTIVE THROUGHOUT CONSTRUCTION OF THIS PHASE. ANY NECESSARY OUTAGES TO BE COORDINATED WITH OWNER AND OPERATOR. 4. ON-STREET PARKING FOR CONSTRUCTION PERSONNEL OR FOR DELIVERIES IS NOT ALLOWED. 5. CONTINUE TO MINIMIZE IMPACT/DISTURBANCE OF NEIGHBORS; FOLLOW CITY OF AUSTIN CONSTRUCTION WORK HOUR REQUIREMENTS. 6. MINIMIZEING IMPACT TO EXISTING TREES IS CRITICAL TO THE SUCCESS OF THIS PROJECT. COORDINATE ALL DISTURBANCE IN CRITICAL ROOT ZONES OR TREE CANOPY PRUNING WITH OWNER'S ARBORIST, RE: TREE PROTECTION NOTES. 7. LANDSCAPING, IRRIGATION, FENCING AND GATES, FINISH GRADING, AND HARDSCAPE FINISHES TO BE FURNISHED AND INSTALLED BY WORD + CARR DESIGN, RE: LANDSCAPE DRAWINGS. ISSUED SEPARATELY 8. ALL EXTERIOR LIGHTING TO BE DARK-SKY COMPLIANT; RE: LANDSCAPE LIGHTNING DRAWINGS. 9. TOPOGRAPHY SHOWS EXISTING GRADE. NEW GRADING TO SLOPE AWAY FROM BUILDING, TYP. AREA NOT IN SCOPE EXISTING CONSTRUCTION TO REMAIN NEW CONSTRUCTION NEW CONSTRUCTION - BY LANDSCAPE CONTRACTOR EASEMENT, RE: PLAN BRICK PAVERS GRASS PAVERS BY LANDSCAPE CONTRACTOR CONCRETE ASPHALT 8" LAYER OF MULCH TREE TRUNK DIAMETER FULL CRITICAL ROOT ZONE 1/2 CRITICAL ROOF ZONE 1/4 CRITICAL ROOF ZONE x x 6' TALL TEMPORARY CHAIN LINK TREE PROTECTION FENCE WW OE OE UE OE OVERHEAD ELECTRIC LINE UE UNDERGROUND ELECTRIC LINE 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 2022-10-13 21055 HISTORIC REVIEW EXISTING WATER & WASTEWATER LINES TO REMAIN. PROVIDE NEW TIE IN & CLEAN OUT TO EXISTING WATER & WASTEWATER AS NEEDED. LOT 7 SF3-NP 6" 5/25 359 CDR ELM (17") 0" E 136'-8 19 N 27° 17' 5 LOT 8 SF3-NP 361 PCN (7") 360 PINE (11") ELECTRICAL METER RELOCATED HISTORIC HOUSE, SET PARALELL TO WEST PROPERTY LINE RAISED PLANTING BEDS PROPOSED CONCRETE AND PAINT WASHOUT LOCATION PROPOSED TEMPORARY DUMPSTER LOCATION (4 YARD) PROPOSED PORTABLE TOILET LOCATION 363 L.O. (11") 364 HB (12") x x x 365 L.O. (18") 366 CHNBRY (7",6") x x x x ZONING LINE x 367 PCN (8") x x NEW GRASSPAVE PORTION OF FIRE LANE, RE: CIVIL (PERMITED SEPARATELY) 368 L.O. (16") CONSTRUCTION GATE 1 SITE PLAN - ENLARGED 1/16" = 1'-0" OE 352 MULTI TRUNK L.O. (22.5",19",18.") W W 353 CDR (13") X 356 L.O. (16.5") SICK 355 L.O. (6") X W X 565'-7" U E W W X W RL-01 X W S 71° 39' 09" E 122'-8 225/256" X OE U E W U E 565'-0" 565'-0" 351 PCN (4") 350 PCN (10", 6.5") x x OE OE CROSSWALK PER CIVIL EXISTING UTILITY POLE, TYP. EXISTING UTILITY POLE 349 PCN (14") x x 348 LGSTM x x x 346 L.O. (13") E G LIN NIN O Z EDGE OF ROOF ABOVE 566'-0" 566'-0" x x 347 L.O. (12.5") x x x LOT 9 SF3-NP LAWN BOUNDED BY FLUSH BRICK BORDER 567'-0" 567'-0" x x x x x x x x x PUBLIC UTILITY EASEMENT x x x x x x x x x PUBLIC UTILITY EASEMENT 317 L.O. (24.5") 319 L.O. (20") 320 L.O. (18.5") 321 L.O. (14.5") 318 L.O. (22") 326 L.O. (26") EXISTING DRIVEWAY TO REMAIN 322 L.O. (20") 323 L.O. (17.5") 324 L.O. (18") 325 L.O. (17") L E D O M E R E S U O H E T I H W T E E R T S K A O E V I L T S E W 1 1 8 X T , N I T S U A 4 0 7 8 7 A1.1 ENLARGED SITE PLAN TRUE NORTH : : M P 1 2 6 4 4 2 2 0 2 / 3 1 / 0 1 | e t r o K n o t y a l C © ELECTRICAL LEGEND ELECTRICAL NOTES DEMOLITION NOTES: GENERAL PLAN NOTES PLAN LEGEND RECESSED CAN FIXTURE SMOKE DETECTOR (INSTALL PER CODE) 1. ELECTRICAL WORK TO BE INSTALLED PER CURRENT APPLICABLE CODE, WITH LOCAL 1. ALL EXISTING COMPONENTS TO REMAIN ARE TO BE 1. NEW FOUNDATION REQUIRED AT NEW RELOCATION OF STRUCTURE, REFER TO STRUCTURAL DRAWINGS. 2. ALL EXISTING WINDOWS, DOORS, AND SCREENS SHALL BE REPAIRED TO WORKING OPERATION AS NEEDED; CONTRACTOR SHALL INSPECT FOR ROT AND REPLACE ANY ROTTEN WOOD IN KIND. 3. REPLACE EXISTING ASPHALT SHINGLE ROOFING WITH NEW ROOD TO MATCH EXISTING. 4. REPLACE ALL DAMAGED FRAMING AND FLOORING WITH NEW. CONTRACTOR TO MATCH SIMILAR FINISHES AS EXISTING. 5. EXISTING SALVAGED FLOORS TO BE SANDED AND RESEALED THROUGHOUT W/DURABLE MATTE SEALER. RE; SPECS. 6. PROVIDE NEW HVAC THROUGHOUT. 7. PATCH, REPAIR, AND REFINISH WOOD TRIM, PANELING & 8. NEW SITE WALKWAYS, REFER TO CIVIL AND LANDSCAPE IN SIDING THROUGHOUT. SEPARATE SET. 9. REMOVE AND REPLACE GUTTERS AND DOWNSPOUTS WITH PREFINISHED METAL TO MATCH EXISTING 10. ALL NEW OUTLETS AND SWITCHES PER CODE. EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED NEW CONSTRUCTION WOOD FLOORING WOOD DECKING TILE FLOORING CONCRETE 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 2022-10-13 21055 HISTORIC REVIEW WP WET-RATED RECESSED CAN FIXTURE TOP HALF SWITCHED RECESSED CAN DIRECTIONAL FIXTURE SURFACE MOUNTED FIXTURE PENDANT FIXTURE WALL MOUNTED LIGHT FIXTURE STEP LIGHT UNDER CABINET LIGHTING EXHAUST FAN • "H" INDICATES HEATING ELEMENT 30" GFI WP 120V DUPLEX OUTLET • NUMBER INDICATES HEIGHT 120V DUPLEX OUTLET - GROUND FAULT INTERRUPTER 120V DUPLEX OUTLET - WEATHER PROOF 120V QUAD OUTLET 120V OUTLET RECESSED IN FLOOR W/ METAL COVER PLATE (FINISH TBD) 220V OUTLET, VERIFY PLUG TYPE UC H D 3 4 SWITCH - SINGLE POLE SWITCH - DIMMER SWITCH - 3 WAY SWITCH - 4 WAY DATA TELEPHONE/DATA JACK ATTIC, GARAGE) TV T A HB CABLE TV JACK THERMOSTAT ALARM HOSE BIB AMENDMENTS. 2. PROVIDE ARC FAULT CIRCUITS FOR OUTLETS IN BEDROOMS. 3. ALL OUTLETS AT 12” A.F.F. (BOTTOM OF BOX) & ALL SWITCHES AT 36” (EXCEPT AT COUNTERTOPS) OR NOTED OTHERWISE. 4. PROVIDE WP (WATERPROOF) & GFI (GROUND FAULT INTERRUPTOR) OUTLETS AS SHOWN AND PER CODE. 5. PROVIDE SMOKE DETECTORS AS SHOWN AND PER CODE. SMOKE DETECTORS TO BE HARDWIRED TO POWER AND INTERLOCKED. 6. PROVIDE (2) 2” EMPTY UNDERGROUND PVC CONDUITS FROM THE UTILITY POLE TO THE ELECTRIC SERVICE ENTRANCE LOCATION, FOR COMMUNICATION SERVICE LINES. 7. CAN LIGHTS TO BE 2” APERTURE; TRIMS TO BE SELECTED. 8. CONTRACTOR TO SCHEDULE A “BLUE BOX REVIEW” WITH OWNER, ARCHITECT AND INTERIOR DESIGNER. FOR THIS REVIEW, ALL JUNCTION BOXES (FOR OUTLETS SWITCHES AND LIGHTING) AND CAN LIGHT HOUSINGS TO BE SET, WITH NO WIRE PULLED. DECORATIVE FIXTURE LOCATIONS TO BE VERIFIED DURING THIS REVIEW. 9. ALL LIGHITING TO BE ON DIMMERS, EXCEPT IN UTILITY SPACES (CRAWL SPACE, 10. SWITCHES AND DIMMERS TO BE LUTRON “DIVA”. COLORS TO BE SELECTED. DIMMERS TO BE MATCHED TO FIXTURE AND LOAD. 11. VISIBLE OUTLETS TO BE LUTRON “CLARO”, COLORS TO BE SELECTED. 12. SET DIRECTIONAL CAN LIGHTS 3’-0” OFF OF “TARGET” WALL, U.N.O. 13. PROVIDE POWER AND DISCONNECTS FOR HVAC UNITS IN ATTIC OR HVAC CLOSET(S) AND FOR CONDENSING UNITS. 14. EXHAUST FANS TO BE ON A TIMER, U.N.O. 15. ELECTRICAL CONTRACTOR TO SET COMMUNICATION JUNCTION BOXES WITH CONDUIT, PER PLANS. COMMUNICATION WIRING AND AUDIO VISUAL WIRING AND DEVICES TO BE BY OWNER, CONTRACTOR TO COORDINATE POWER REQUIREMENTS AND SCHEDULLING OF LOW VOLTAGE WIRING. 16. PROVIDE POWER FOR ELECTRIC WATER HEATER, PER SPECS. 17. PROVIDE A MINIMUM OF THREE HOSE BIBS; VERIFY LOCATIONS WITH OWNER AND ARCHITECT. 30"X30" WOOD FLUSH ATTIC DOOR REPAIR AND REFINISH EXISTING BEAD BOARD CEILING; REPLACE WITH NEW TO MATCH IF NECESSARY " 0 1 - 5 ' NEW 6" CONCRETE SLAB ON GRADE EXST'G EXPOSED RAFTERS AND DECKING TO REMAIN PDT. WOOD BEAM (EXISTING) POWER AND DATA FOR TV @54" AFF PATCH EXISTING OPENING IN CELING WITH MATCHING PANELING . 0 2 A / 4 " 4 / 1 1 - 6 2 ' 103.1 1'-8 5/8"1'-8 1/2" 1'-5" 100.B B 567'-1" X04.1 PDR 104 NEW WALL AND WINDOW IN EXISTING OPENING " 4 / 3 8 - 9 ' " 1 1 - 1 ' " 2 / 1 6 - 8 - / + ' STAINED SOLID WOOD THRESHOLD TO MATCH FLOOR, TYP. BATH 103 CLOSET 102 " 1 1 - 5 ' 9 / A4.0 100.C 3 / A4.0 X00.1 . 0 4 A / 8 " 5 - 1 ' 7 / A4.0 D " 8 / 5 8 - 2 ' " 4 / 1 5 - 4 - / + ' 7'-1" LIVING 100 . 0 4 A / 2 " 4 / 1 1 - 6 2 ' 1 / A4.0 100.A B X01.1 567'-1" BEDROOM 101 101.A 5 / A4.0 . 0 4 A / 6 . 0 4 A / 4 102.B C 103.B A " 2 / 1 5 - 3 1 - / + ' " 2 / 1 4 - 7 - / + ' PROVIDE CONVENINCE OUTLET AND SWITCHED LIGHT IN ATTIC (NEAR ACCESS HATCH). PROVIDE POWER FOR HVAC EQUIPMENT AS REQUIRED NEW GYPSUM BOARD CEILING IN BATHROOMS NEW GYPSUM BOARD CEILING IN CLOSET I C F G " 2 4 @ @42" GFCI GFCI 9'-4" D I C F G 9'-4" I C F G D 9'-4" WP GFCI @42" J 9'-4" @ 4 2 " @42" 8'-0" HB 3 D 3 D 3 D 3 D 3 D 3 D T G F C I NOTE: ALL NEW CEILING & WALL FIXTURES M P 8 2 : 1 1 : 5 2 2 0 2 / 3 1 / 0 1 | e t r o K n o t y a l C © 2 FIRST FLOOR REFLECTED CEILING PLAN 1/4" = 1'-0" PROJECT NORTH TRUE NORTH 1 FIRST FLOOR PLAN 1/4" = 1'-0" PROJECT NORTH TRUE NORTH 5'-10" 5'-11" 1 A5.0 567'-1" 567'-1" " 2 / 1 2 - 3 1 ' " 4 / 3 0 1 - 2 1 ' NEW SINK CENTERED ON EXSTING WINDOW PORCH 105 " 1 1 - 8 ' 2 R @ 5 1/4" " 4 / 1 3 - 8 ' " 4 / 3 9 - 5 2 ' . 0 2 A / 2 6" 2 A3.0 EXISTING WOOD POST RO REMAIN, TYP. " 1 1 - 8 ' EXISTING WOOD DECK TO REMAIN. REPAIR/REPLACE AS REQUIRED. EDGE OF ROOF ABOVE L E D O M E R E S U O H E T I H W T E E R T S K A O E V I L T S E W 1 1 8 X T , N I T S U A 4 0 7 8 7 A1.2 FIRST FLOOR PLAN & RCP 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, PAID FOR BY THE GC. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, DAMAGE TO THE BUILDING GROUNDS, PLANTINGS, WALLS, PAVEMENT, VEHICLES, UTILITIES, FINISHES, FURNISHINGS, ETC. REFER TO HISTORICAL NOTES ON G1.0 FOR ADDITIONAL INFORMATION. 2. 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. 3. CONTRACTOR TO BRACE/SHORE EXISTING CONSTRUCTION TO REMAIN. 4. EXISTING FLOOR FRAMING TO BE MODIFIED AS REQUIRED TO ACHIEVE A FLUSH TRANSITION BETWEEN ADJACENT FLOORING MATERIALS. REFER TO STRUCTURAL DRAWINGS FOR MORE INFORMATION. 5. GC TO COORDINATE SEQUENCING OF DEMOLITION WORK WITH ARCHITECT PRIOR TO BEGINNING DEMO. INTERIOR PANELING, CEILINGS, AND FLOORING TO REMAIN IN PLACE THROUGHOUT RELOCATION TO HELP STIFFEN THE STRUCTURE. 6'-0" 565'-7" X04.2 1 / A2.0 29'-11 1/4" 18'-0" 1:12 NEW RAMP PLANTER, RE: LANDSCAPE X00.2 X02.1 X01.2 A 1 A3.0 24'-1 1/4" 3 / A2.0 1 / A2.0 DOUBLE HUNG 31 1/2" X 3'-1" DOUBLE HUNG 28" X 6'-5" G N U H E L B U O D ' " 5 - 6 X " 8 2 I - G N N E P O ' " 4 / 3 7 - 6 X " 2 3 . 0 2 A / 4 NO DOOR FRAMING AND INSULATION ONLY (NO CLADDING) ADDITION TO ORIGINAL HOUSE 3 6 " X 8 0 " HOLE IN WALL - 59" AFF TO CEILING. HOLE CONTINUES INTO CEILING. FRAMING ONLY OPENING - 29 1/2" X 77 3/4" I - G N N E P O " 2 / 1 0 8 X " 4 2 FRAMING ONLY (DOUBLE FRAMED) PAINTED WALLS AND CEILINGS (THIS ROOM ONLY) HOLE IN BEADBOARD SURROUNDS OPENING I - G N N E P O " 2 / 1 0 8 X " 2 / 1 3 5 I - G N N E P O " 2 / 1 0 8 X " 4 2 G N U H E L B U O D ' " 5 - 6 X " 8 2 32" X 78" 3 2 " X 7 8 " G N U H E L B U O D ' " 5 - 6 X " 8 2 SCREEN PORCH 32" X 8 0" . 0 2 A / 2 SCREEN DOOR ROTTEN FLOORING AT DOOR 2x 2 X 4 POST 2 X 4 POST (TYP). 4 X 4 POST DOUBLE HUNG 31 1/2" X 3'-1" DOUBLE HUNG 28" X 6'-5" 2.5" WOOD PLANK FLOORING 2.5" HORIZONTAL BEADBOARD CLADDING; TYP. INTERIOR WALLS PAINTED WOOD PLANK FLOORING 3 / A2.0 PLAN LEGEND EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED NEW CONSTRUCTION WOOD FLOORING WOOD DECKING TILE FLOORING CONCRETE FLOORING CARPET 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 yyyy-mm-dd 1### PROJECT STATUS N O I T A O C L E R E S U O H E T I H W T E E R T S K A O E V I L T S E W 1 1 8 X T , N I T S U A 4 0 7 8 7 1 FIRST FLOOR PLAN 1/4" = 1'-0" PROJECT NORTH TRUE NORTH E-A1.1 FIRST FLOOR PLAN : : M A 5 4 6 2 9 1 2 0 2 / 8 2 / 2 1 | e t r o K n o t y a l C © - EXISTINGFLAT SLAB DOORS (NOTORIGINAL)- EXISTINGDOWNSPOUT GUTTER NEW ASPHALT SHINGLE ROOF OVER EXISTING DECKING AND ROOF FRAMING (REPAIR AND REPLACE DECKING AND FRAMING AS REQUIRED) DOWNSPOUT GUTTER K A E R B E P O L S E G D R I K A E R B E P O L S 3" / 1'-0" 7" / 1'-0" 7" / 1'-0" 3" / 1'-0" : : M P 3 4 6 5 4 2 2 0 2 / 3 1 / 0 1 | e t r o K n o t y a l C © 1 ROOF PLAN 1/4" = 1'-0" 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 2022-10-13 21055 HISTORIC REVIEW PLAN LEGEND EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED NEW CONSTRUCTION WOOD FLOORING WOOD DECKING TILE FLOORING CONCRETE ROOF NOTES: 1. REPLACE EXISTING GUTTERS AND DOWNSPOUTS TO MATCH EXISTING, RE: SPECS. 2. REPAIR EXISTING ROOF TO MAINTAIN WATERPROOFING AT ALL PENETRATIONS, TYP. L E D O M E R E S U O H E T I H W T E E R T S K A O E V I L T S E W 1 1 8 X T , N I T S U A 4 0 7 8 7 A1.3 ROOF PLAN 2 A3.0 1 A3.0 REMOVE EXISTING SURFACE MOUNTED LIGHTING FIXTURE, PATCH PREFINISHED METAL DOWNSPOUT X04.1 103.1 X02.1 X01.2 ROOF PLAN 576'-5" FIRST FLOOR 567'-1" " 4 - 9 ' PATCH WALL TO MATCH EXST'G SIDING WALL-MOUNTED CONDENSER CRAWLSPACE VENT, CENTER ON WALL NEW ELECTRICAL METER: MAINTAIN MINIMUM CLEARANCES AS REQUIRED CRAWLSPACE VENT, CENTER ON WINDOW ABOVE 4 WEST ELEVATION 1/4" = 1'-0" 3 SOUTH ELEVATION 1/4" = 1'-0" * SEE DEMOLITION AND GENERAL PLAN NOTES 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 2022-10-13 21055 HISTORIC REVIEW ROOF PLAN 576'-5" FIRST FLOOR 567'-1" " 4 - 9 ' X01.1 X00.1 X00.2 X04.2 " 4 - 9 ' PREFINISHED METAL DOWNSPOUT " 4 - 9 ' ROOF PLAN 576'-5" FIRST FLOOR 567'-1" CRAWLSPACE VENT CRAWLSPACE VENT STUCCO CONTROL JOINT : : M P 7 2 6 4 4 2 2 0 2 / 3 1 / 0 1 | e t r o K n o t y a l C © 2 EAST ELEVATION 1/4" = 1'-0" EXISTING SIDING, REPAIR AND REPLACE WITH MATCHING SIDING AS REQUIRED, TYP. ROOF PLAN 576'-5" FIRST FLOOR 567'-1" EXISTING GABLE VENT, TYP. 1 A3.0 CRAWLSPACE VENT IN SKIRTING BEYOND THE RAMP, CENTER ON WINDOW ABOVE 1 NORTH ELEVATION 1/4" = 1'-0" L E D O M E R E S U O H E T I H W T E E R T S K A O E V I L T S E W 1 1 8 X T , N I T S U A 4 0 7 8 7 A2.0 EXTERIOR ELEVATIONS ADDITION TO ORIGINAL HOME ADDITION TO ORIGINAL HOME 4 WEST ELEVATION 1/4" = 1'-0" 3 SOUTH ELEVATION 1/4" = 1'-0" EXISTING SURFACE MOUNTED LIGHTING FIXTURE EXISTING UTILITIES " 0 - 5 ' " 6 - 2 ' ROOF PLATE 109'-4" FIRST FLOOR 100'-0" " 5 - 0 1 ' " 1 1 - 8 ' " 5 - 3 ' " 6 - 1 ' EXISTING 2X6 RAIL EXISTING GABLE VENT, TYP. EXISTING GUTTER AND DOWNSPOUTS, TYP. EXISTING ASPHALT SHINGLES, TYP. EXISTING PTD. WOOD SIDING, TYP. ROOF PLATE 109'-4" FIRST FLOOR 100'-0" ADDITION TO ORIGINAL HOME " 0 - 5 ' " 6 - 2 ' 2 EAST ELEVATION 1/4" = 1'-0" 1 NORTH ELEVATION 1/4" = 1'-0" EXISTING OPENING (DOOR HAS BEEN REMOVED) " 6 - 2 ' EXISTING GUTTER PARTIALLY DETACHED EXISTING SCREEN DOOR (SEVERELY BENT) EXISTING CONCRETE STAIRS : : M A 5 4 6 2 9 1 2 0 2 / 8 2 / 2 1 | e t r o K 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 yyyy-mm-dd 1### PROJECT STATUS N O I T A O C L E R E S U O H E T I H W T E E R T S K A O E V I L T S E W 1 1 8 X T , N I T S U A 4 0 7 8 7 E-A2.0 EXTERIOR ELEVATIONS - EXISTING- EXISTING- EXISTING- EXISTING- EXISTING1 A3.0 X01.2 102.B " 4 - 9 ' ROOF PLAN 576'-5" FIRST FLOOR 567'-1" 2 LONG SECTION 1/4" = 1'-0" 2 A3.0 1 CROSS SECTION 1/4" = 1'-0" 3 A5.0 103.B 100.C " 4 - 9 ' ROOF PLAN 576'-5" FIRST FLOOR 567'-1" 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 2022-10-13 21055 HISTORIC REVIEW L E D O M E R E S U O H E T I H W T E E R T S K A O E V I L T S E W 1 1 8 X T , N I T S U A 4 0 7 8 7 A3.0 BUILDING SECTIONS : : M P 9 2 6 4 4 2 2 0 2 / 3 1 / 0 1 | e t r o K n o t y a l C ©