C.10.1 - 2109 Kenwood Ave - plans — original pdf

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FOWLER RESIDENCE - HISTORIC REVIEW CONCEPT RENDERING PROJECT TEAM OWNER WILLIAM & DEBORAH FOWLER 2109 KENWOOD AVE. AUSTIN, TEXAS 78704 ARCHITECT CLAYTON KORTE 2201 N LAMAR BLVD AUSTIN, TEXAS 78705 HANNA LEHEUP 512-477-1727 x. 217 hanna@claytonkorte.com STRUCTURAL ENGINEER A-1 ENGINEERING, LLC 1006 VANCE JACKSON ROAD SAN ANTONIO, TEXAS 78201 MOISES CRUZ 512-298-3360 moises@a-1engineering.com ZONING & CODE ANALYSIS LEGAL DESCRIPTION LOT 5 BLK 37 TRAVIS HEIGHTS & ADJ VACANT ALLEY PARCEL ID ZONING BUILDING CODES 285258 SF3 2015 INTERNATIONAL RESIDENTIAL BUILDING CODE 2015 INTERNATIONAL MECHANICAL CODE 2015 INTERNATIONAL PLUMBING CODE 2014 NATIONAL ELECTRIC CODE BUILDING DESCRIPTION REMODEL AND REAR ADDITION TO A WOOD FRAMED SINGLE STORY RESIDENCE LEGAL JURISDICTION AUSTIN, TEXAS, TRAVIS OCCUPANCY CLASSIFICATION SINGLE FAMILY SITE INFORMATION SITE INFORMATION TAKEN FROM SURVEY PERFORMED BY SURVEY WORKS ON 07.21.2021, DEREK KINSAUL, R.P.L.S. NO. 6356. 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 09-07-2021 21003 HISTORIC REVIEW FOR REFERENCE ONLY VIEW THROUGH KITCHEN VICINITY MAP 2109 KENWOOD AVE. AUSTIN, TEXAS 78704 SYMBOL LEGEND GENERAL NOTES AREA CALCULATIONS 1. ALL WORK SHALL BE IN CONFORMANCE WITH APPLICABLE BUILDING CODES, AND TO INCLUDE ALL REQUIREMENTS OF OTHER AGENCIES HAVING JURISDICTION. 3. 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. 4. 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. 5. 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. 6. 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. 7. 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. 8. ALL DIMENSIONS, NOTES AND DETAILS SHOWN ON ONE PORTION OF A DRAWING SHALL APPLY TYPICALLY TO ALL OPPOSITEHAND AND/OR CONDITIONS UNLESS OTHERWISE NOTED. 9. "ALIGN" SHALL MEAN TO ACCURATELY LOCATE FINISH FACES IN THE SAME PLANE. NEW/ADDED TOTAL EXISTING LOT SIZE - 7,228 SF 1ST FLOOR CONDITIONED 2ND FLOOR CONDITIONED BASEMENT COVERED PARKING COVERED PATIO BALCONY OTHER 866 SF 0 SF 0 SF 0 SF 91 SF 0 SF 0 SF 722 SF 0 SF 0 SF 360 SF 52 SF 0 SF 0 SF 1,588 SF 0 SF 0 SF 360 SF 143 SF 0 SF 0 SF TOTAL BUILDING COVERAGE % BUILDING COVERAGE (2,091 SF / 7,228 SF) = 28.9% 957 SF 1,134 SF 2,091 SF GRAVEL DRIVEWAY SIDEWALKS UNCOVERED WOOD DECK AC PADS OTHER 0 SF 0 SF 0 SF 6 SF 21 SF 946 SF 0 SF 103 SF 6 SF 0 SF 946 SF 0 SF 103 SF 12 SF 21 SF TOTAL NON-BUILDING COVERAGE 27 SF 1,055 SF 1,082 SF TOTAL SITE COVERAGE (IMPERVIOUS) % IMPERVIOUS COVER (3,173 / 7,228) = 43.9% 984 SF 2,189 SF 3,173 SF 10. THE CONTRACT DOCUMENTS ARE COMPLIMENTARY. WHAT IS SHOWN OR REFERRED TO PARTIALLY OR WHOLE ON ANY SHALL BE PROVIDED AS THOUGH SHOWN ON ALL. GENERAL 11. 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. DEMOLITION DRAWING INDEX G1.0 PROJECT DATA TRUE NORTH 12. 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. DEMOLITION SITE PLAN DEMOLITION PLAN DEMOLITION ROOF PLAN DEMOLITION PHOTOS - GARAGE DEMOLITION PHOTOS - MAIN HOUSE 13. 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. ARCHITECTURAL D1.0 D1.1 D1.2 D1.3 D1.4 A1.0 A1.1 A1.2 A2.0 A2.1 A6.0 A9.0 A9.1 A9.2 A9.3 A9.4 SITE PLAN GROUND FLOOR PLAN ROOF PLAN EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS SCHEDULES EXISTING SITE PLAN EXISTING GROUND FLOOR PLAN EXISTING ROOF PLAN EXISTING EXTERIOR ELEVATIONS EXISTING EXTERIOR ELEVATIONS : M A 5 1 : 9 0 9 1 2 0 2 / 8 / 9 | e t r o K n o t y a l C © 1 / A3.0 ELEVATION ROOM NAME ROOM NAME BUILDING SECTION 1.01 DOOR NUMBER WALL SECTION 1.01 WINDOW TYPE SECTION DETAIL PARTITION TYPE DETAIL PLUMBING FIXTURE TYPE A1 A 1 1 1 A3.0 A3.0 A3.0 1 A3.0 14. ALL WORK LISTED, SHOWN OR IMPLIED ON ANY CONTRACT DOCUMENT SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR, EXCEPT WHERE NOTED OTHERWISE. 15. 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. 16. 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. 17. 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. 18. 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. TA-1 TOILET ACCESSORY TYPE 19. 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. E C N E D I S E R R E L W O F E U N E V A D O O W N E K 9 0 1 2 4 0 7 8 7 S A X E T , N I T S U A G1.0 PROJECT DATA AT) R PL E 599'-0" E U N E V D A O O W N E K (6 0' R.O.W., P X X 5'-0" " 0 0'- 0 6 EXISTING WATER METER TO REMAIN EXISTING WATER VALVE TO REMAIN TREE PROTECTION FENCE PER COA REQUIREMENTS AT 1/4 CRZ PROPOSED PORTABLE TOILET LOCATION V W W E G LIN UILDIN B K C A ETB D S R A NT Y O R EXISTIN G G R A X X X X X X 20.5" Ø PECAN (PROTECTED) X X PLY W O O D W 5 0" 9'- 9 2" VEL PATH TO RE 9'-8 9/3 8" E 4 N 27° 17' 0 M AIN AIN M E ATH TO R EL P V A R G G XISTIN E O R KER A N D E Q UIP M E NT W ALK W X 600'-0" X X AY/PATH AT C X RZs X X X X 14.5" Ø MAGNOLIA 01'-0" 6 17.5" Ø MAGNOLIA X X X X EXISTING HOUSE FOOTPRINT RE: D1.1 AND D1.2 FOR DEMOLITION SCOPE 25' F 2109 KENWOOD AVENUE LOT 5 BLK 37 TRAVIS HEIGHTS & ADJ VAC ALLEY DE M O EXISTIN PR O P O SE D A C C ESS R O UTE G C O N C RETE PATH X X X X X X EXISTING FENCE TO REMAIN EXISTING GAS METER TO REMAIN EXISTING HVAC CONDENSER TO REMAIN DEMO EXISTING WOOD AND WIRE FENCE X REPLACE EXISTING ELECTRICAL PANEL WITH NEW PANEL AT ADDITION PROTECTED 20" Ø PECAN TO BE REMOVED. TREE PROHIBITS REASONABLE USE OF THE SITE. 10" Ø PECAN TREE TO BE REMOVED TO ACCOMMODATE PROPOSED ADDITION. X X X E X S 62° 32' 26" E 145'-2 5/128" 5' SID EYA X R X D SETB A C K U E X DEMO EXISTING DECK U E X X X 16.5" Ø PECAN X EXISTING STONE PATH TO BE DEMOLISHED X X 15.5" Ø PECAN X X X X X X X " 0 - ' 9 9 5 X 598'-0" X DEMO EXISTING CONCRETE STOOP AND STEPS DEMO EXISTING LOW CMU WALL/FENCE SUPPORT X X 5' SID EYA R D SETB A C K X N 62° 27' 13" W 145'-1 5/64" X X U E " 0 7'- 9 5 X 16.5" Ø PECAN X X X X X X U E X X X X X X 12" Ø PECAN EXISTING GARAGE TO BE DEMOLISHED ENTIRELY (FOUNDATION, WALLS AND ROOF) TREE PROTECTION FENCE PER COA REQUIREMENTS AT 1/2 CRZs. DEMO EXISTING WOOD AND WIRE FENCE AND GATES PROPOSED CONCRETE AND PAINT WASHOUT LOCATION 1/2 CRZ EXISTING LOW RETAINING WALL TO REMAIN EXISTING GRAVEL DRIVEWAY TO BE REMOVED/REPLACED LIMITS OF CONSTRUCTION FOR GARAGE FULL DEMO PERMIT (PERMITTED SEPARATELY, BUT SHOWN HERE FOR REFERENCE) X X PROPOSED TEMPORARY DUMPSTER LOCATION (10 YARD DUMPSTER SHOWN). EXISTING FENCE TO REMAIN APPROXIMATE LOCATION OF EXISTING UNDERGROUND POWER TO HOUSE (VERIFY LOCATION PRIOR TO ANY EXCAVATION). UNDERGROUND SERVICE TO BE RE-RUN FROM CARPORT TO NEW PANEL LOCATION AT ADDITION. TREE PROTECTION FENCE PER COA REQUIREMENTS AT 1/4 CRZs TREE PROTECTION, WRAP TRUNKS WITH 2X4 BOARDS PER CoA REQUIREMENTS G. Y OL.2877, P D ALLE 202, D.R.T.C.) ATE R V E C (15' P.U.E. P A V X X TREE PROTECTION FENCE PER CoA REQUIREMENTS AT 1/2 CRZ. X X X E O E O E O 596'-0" X X E X O E X X X 18" Ø PECAN O E X X X X X X X O E U E X X E O X 16" Ø PECAN E O 14" Ø PECAN X E O X E O X E O X K C A D SETB 597'-0" R A R Y A E 10' R 598'-0" O E E O 4" 9/6 9'-10 5 E O S 27° 23' 02" W 4 E O E O X X O E 599'-0" X X X 600'-0" E O X E O E O X EXISTING ~96SF SHED TO BE DEMOLISHED (NO PERMIT REQUIRED). COORDINATE DEMOLITION SEQUENCING FOR THIS ITEM WITH OWNERS. EXISTING ELECTRICAL METER AND PANEL TO BE RELOCATED TO MASTHEAD AT NEW CARPORT STRUCTURE. UPGRADE SERVICE AS NEEDED (GENERAL CONTRACTOR TO VERIFY). EXISTING OVERHEAD ELECTRICAL SERVICE TO BE REMOVED AND RE-RUN TO NEW LOCATION AT CARPORT MASTHEAD. EXISTING POWER POLE X E O E O X E O E O E O E O 1 DEMOLITION SITE PLAN 1/8" = 1'-0" TRUE NORTH PROJECT NORTH : : M A 9 0 9 0 9 1 2 0 2 / 8 / 9 | e t r o K n o t y a l C © SITE PLAN LEGEND PROPOSED ADDITION X X 6' TALL TEMPORARY CHAIN LINK FENCE OR VERTICAL 2X4 BOARDS AROUND TREE TRUNKS 8" LAYER OF MULCH WORKER WALKWAY CONSTRUCTED WITH PLYWOOD ON TOP OF PALLETS, PER CoA REQUIREMENTS TREE TRUNK DIAMETER FULL CRITICAL ROOT ZONE 1/2 CRITICAL ROOT ZONE 1/4 CRITICAL ROOT ZONE OE OE OVERHEAD ELECTRIC LINE UE UE UNDERGROUND ELECTRIC LINE GENERAL 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 ON EXISTING GRAVEL DRIVEWAY OUTSIDE OF CRZ OF 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. 9. IF TRENCHING WITHIN THE 1/2 CRZ OF PROTECTED TREES CANNOT BE AVOIDED, THE TRENCHES WILL HAVE TO BE AIR SPADED BY A CERTIFIED ARBORIST FOR THE TOP 30" TO AVOID CUTTING ROOTS 1.5" IN DIAMETER AND THE PAID RECEIPT FOR THE WORK WILL BE REQUIRED BY THE FINAL TREE INSPECTOR. 10. TOPOGRAPHY SHOWS EXISTING GRADE. NEW GRADING TO SLOPE AWAY FROM BUILDING, TYP. 11. 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. SITE INFORMATION SITE INFORMATION TAKEN FROM SURVEY PERFORMED BY SURVEY WORKS ON 07.21.2021, DEREK KINSAUL, R.P.L.S. NO. 6356. DEMOLITION NOTES 1. SALVAGE ALL EXISTING WINDOWS, DOORS, TRIM AND HARDWARE FOR RE-USE. EXISTING WOOD FLOOR TO REMAIN, UNLESS NOTED OTHERWISE. 2. DEMOLISH ALL EXISTING INTERIOR WOOD BLINDS (WINDOWS TO REMAIN INTACT). 3. SALVAGE ANY DEMOLISHED SIDING FOR RE-USE. 4. ALL EXISTING COMPONENTS TO REMAIN ARE TO BE PROTECTED DURING DEMOLITION AND CONSTRUCTION BY THE GENERAL CONTRACTOR (GC). ANY DAMAGED MATERIAL IS TO REPAIRED, REPLACED, OR REBUILT IN A MANNER ACCEPTABLE TO THE OWNER AND ARCHITECT. 5. 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. 6. 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, VEHICLES, UTILITIES, FINISHES, FURNISHINGS, ETC. 7. PATCH, REPAIR, AND PREPARE ALL SURFACES AS REQUIRED TO ACCOMMODATE NEW FINISHES INDICATED. 8. CONTRACTOR TO BRACE/SHORE EXISTING CONSTRUCTION TO REMAIN. NOTIFY STRUCTURAL ENGINEER AND ARCHITECT IF ANY WALLS ALLOCATED FOR DEMOLITION APPEAR TO BE LOAD-BEARING. 9. REVIEW POWER OUTLETS AND LIGHT SWITCHES/FIXTURES TO BE DEMOLISHED WITH OWNER AND ARCHITECT PRIOR TO DEMO. SOME LIGHT FIXTURES TO BE STORED FOR RE-USE (COORDINATE W/ ARCHITECT AND OWNER). 10. DEMOLISH EXISTING GARAGE AND REAR SHED COMPLETELY. 11. REMOVE ALL EXISTING KITCHEN APPLIANCES, SALVAGE FOR DONATION. 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 09-07-2021 21003 HISTORIC REVIEW E C N E D I S E R R E L W O F E U N E V A D O O W N E K 9 0 1 2 4 0 7 8 7 S A X E T , N I T S U A D1.0 DEMOLITION SITE PLAN FACE OF WALL BELOW DEMO ROOF EAVE FRAMING TO WALL S 62° 32' 26" E 145'-2 5/128" 5' SIDE YARD SETBACK DEMOLISH EXISTING GUTTERS AND DOWNSPOUTS, TYP. EXISTING RIDGE V A L L E Y V ALLEY DEMO EXISTING ASPHALT SHINGLE ROOF, TYP. REPAIR/REPLACE ROOF SHEATHING AS REQUIRED I E G D R G N I T S I X E : M A 2 1 : 9 0 9 1 2 0 2 / 8 / 9 | e t r o K n o t y a l C © DEMO ROOF OVER ENTRY DEMOLISH ENTIRE GARAGE STRUCTURE (TOTAL GARAGE DEMOLITION PERMITTED SEPARATELY) 5' SIDE YARD SETBACK N 62° 27' 13" W 145'-1 5/64" 1 DEMOLITION ROOF PLAN 1/4" = 1'-0" TRUE NORTH PROJECT NORTH PLAN LEGEND EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED NEW CONSTRUCTION WOOD FLOORING WOOD DECKING TILE FLOORING CONCRETE FLOORING 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 09-07-2021 21003 HISTORIC REVIEW DEMOLITION NOTES 1. SALVAGE ALL EXISTING WINDOWS, DOORS, TRIM AND HARDWARE FOR RE-USE. EXISTING WOOD FLOOR TO REMAIN, UNLESS NOTED OTHERWISE. 2. DEMOLISH ALL EXISTING INTERIOR WOOD BLINDS (WINDOWS TO REMAIN INTACT). 3. SALVAGE ANY DEMOLISHED SIDING FOR RE-USE. 4. ALL EXISTING COMPONENTS TO REMAIN ARE TO BE PROTECTED DURING DEMOLITION AND CONSTRUCTION BY THE GENERAL CONTRACTOR (GC). ANY DAMAGED MATERIAL IS TO REPAIRED, REPLACED, OR REBUILT IN A MANNER ACCEPTABLE TO THE OWNER AND ARCHITECT. 5. 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. 6. 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, VEHICLES, UTILITIES, FINISHES, FURNISHINGS, ETC. 7. PATCH, REPAIR, AND PREPARE ALL SURFACES AS REQUIRED TO ACCOMMODATE NEW FINISHES INDICATED. 8. CONTRACTOR TO BRACE/SHORE EXISTING CONSTRUCTION TO REMAIN. NOTIFY STRUCTURAL ENGINEER AND ARCHITECT IF ANY WALLS ALLOCATED FOR DEMOLITION APPEAR TO BE LOAD-BEARING. 9. REVIEW POWER OUTLETS AND LIGHT SWITCHES/FIXTURES TO BE DEMOLISHED WITH OWNER AND ARCHITECT PRIOR TO DEMO. SOME LIGHT FIXTURES TO BE STORED FOR RE-USE (COORDINATE W/ ARCHITECT AND OWNER). 10. DEMOLISH EXISTING GARAGE AND REAR SHED COMPLETELY. 11. REMOVE ALL EXISTING KITCHEN APPLIANCES, SALVAGE FOR DONATION. E C N E D I S E R R E L W O F E U N E V A D O O W N E K 9 0 1 2 4 0 7 8 7 S A X E T , N I T S U A D1.2 DEMOLITION ROOF PLAN SOUTH GARAGE ELEVATION - WHOLE GARAGE TO BE DEMOLISHED EAST GARAGE ELEVATION - WHOLE GARAGE TO BE DEMOLISHED : M A 2 1 : 9 0 9 1 2 0 2 / 8 / 9 | e t r o K n o t y a l C © NORTH GARAGE ELEVATION - WHOLE GARAGE TO BE DEMOLISHED WEST GARAGE ELEVATION - WHOLE GARAGE TO BE DEMOLISHED EXISTING GARAGE STRUCTURE - TOTAL DEMOLITION SCOPE (PERMITTED SEPARATELY - INCLUDED FOR REFERENCE) 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 09-07-2021 21003 HISTORIC REVIEW E C N E D I S E R R E L W O F E U N E V A D O O W N E K 9 0 1 2 4 0 7 8 7 S A X E T , N I T S U A D1.3 DEMOLITION PHOTOS - GARAGE DEMOLISH ROOF OVERHANG AND EAVES DEMOLISH WOOD POSTS DEMOLISH HANDRAIL DEMOLISH CONCRETE STOOP AND STEPS DEMOLISH WALL AND DOOR, RE: DEMOLITION PLAN EAST ELEVATION - ENTIRE WOOD DECK TO BE DEMOLISHED EAST ELEVATION - ENTIRE WOOD DECK TO BE DEMOLISHED SALVAGE EXISTING WINDOWS FOR REUSE SALVAGE EXISTING SIDING (THIS ENTIRE WALL) FOR REUSE RELOCATE ELECTRICAL PANEL DEMOLISH WOOD DECK DEMOLISH EXISTING WINDOW SHIFT EXISTING WINDOWS AND INSTALL SALVAGED WINDOW (FROM EAST FACADE) DEMO WALL TO ACCOMMODATE RELOCATED SALVAGED WINDOW (FROM EAST FACADE) : M A 4 1 : 9 0 9 1 2 0 2 / 8 / 9 | e t r o K n o t y a l C © NORTH ELEVATION - NO DEMOLITION SCOPE ON THIS ELEVATION SOUTH ELEVATION - SELECTIVE DEMOLITION FOR RECONFIGURED WINDOWS AS NOTED WEST (STREET) ELEVATION - NO DEMOLITION SCOPE ON THIS ELEVATION EXISTING MAIN HOUSE STRUCTURE - PARTIAL DEMOLITION SCOPE 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 09-07-2021 21003 HISTORIC REVIEW E C N E D I S E R R E L W O F E U N E V A D O O W N E K 9 0 1 2 4 0 7 8 7 S A X E T , N I T S U A D1.4 DEMOLITION PHOTOS - MAIN HOUSE V W W EXISTING WATER METER EXISTING WATER VALVE PROPOSED PORTABLE TOILET LOCATION AT) R PL E E U N E V D A O O W N E K (6 0' R.O.W., P EXISTING CONCRETE CURB TO REMAIN 0'-0" 0 6 601'-0" X X X EXISTIN G G R A X X X 20.5" Ø PECAN (PROTECTED) X X X X X X X GRAVEL APRON IN R.O.W. 2" VEL PATH TO RE 9'-8 9/3 8" E 4 N 27° 17' 0 0" M AIN 9'- 9 5 AIN M E ATH TO R EL P V A R G G XISTIN E E G LIN UILDIN B X X X X X X 14.5" Ø MAGNOLIA 17.5" Ø MAGNOLIA 600.44' HIGH POINT TENT 1 599.28' HIGH POINT ADJACENT GRADE PROPOSED CONCRETE AND PAINT WASHOUT LOCATION GRAVEL DRIVEWAY RUNNER STRIPS WITH FLUSH 3/8" THICK PLATE STEEL EDGING EXISTING STONE RETAINING WALL TO REMAIN X X X " 0 8'- 9 5 X EXISTING FENCE TO REMAIN ROOF OVERHANG X X X 596.37' LOW POINT ADJACENT GRADE X X U E X S 62° 32' 26" E 145'-2 5/128" 0 - 7 9 5 " ' X U E X 1/4 C.R.Z. 1/2 C.R.Z. U E X K C A D SETB R A NT Y O R 25' F 600.89' F.F.E. EXISTING HOUSE FOOTPRINT 2109 KENWOOD AVENUE LOT 5 BLK 37 TRAVIS HEIGHTS & ADJ VAC ALLEY AREA OF NEW ADDITION 600.89' F.F.E. 40'-0" TE NT 1 0'-0" 60 599'-0" 5' SIDEYA R D SETB A C K X N 62° 27' 13" W 145'-1 5/64" X X T R C E U E U U E GRAVEL 600.03' HIGH POINT TENT 2 EXISTING WOOD FENCE TO REMAIN PROPOSED TEMPORARY DUMPSTER LOCATION (10 YARD DUMPSTER SHOWN). 40'-0" NT 2 TE X X 598.06' HIGH POINT TENT 3 RELOCATED ELECTRICAL PANEL AND METER MOUNTED TO WOOD FENCE NEW WOOD FENCE SITE PLAN LEGEND PROPOSED ADDITION X X 6' TALL TEMPORARY CHAIN LINK FENCE OR VERTICAL 2X4 BOARDS AROUND TREE TRUNKS 8" LAYER OF MULCH WORKER WALKWAY CONSTRUCTED WITH PLYWOOD ON TOP OF PALLETS, PER CoA REQUIREMENTS TREE TRUNK DIAMETER FULL CRITICAL ROOT ZONE 1/2 CRITICAL ROOT ZONE 1/4 CRITICAL ROOT ZONE OE OE OVERHEAD ELECTRIC LINE UE UE UNDERGROUND ELECTRIC LINE GENERAL 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 ON EXISTING GRAVEL DRIVEWAY OUTSIDE OF CRZ OF 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. 9. IF TRENCHING WITHIN THE 1/2 CRZ OF PROTECTED TREES CANNOT BE AVOIDED, THE TRENCHES WILL HAVE TO BE AIR SPADED BY A CERTIFIED ARBORIST FOR THE TOP 30" TO AVOID CUTTING ROOTS 1.5" IN DIAMETER AND THE PAID RECEIPT FOR THE WORK WILL BE REQUIRED BY THE FINAL TREE INSPECTOR. 10. TOPOGRAPHY SHOWS EXISTING GRADE. NEW GRADING TO SLOPE AWAY FROM BUILDING, TYP. 11. 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. SITE INFORMATION SITE INFORMATION TAKEN FROM SURVEY PERFORMED BY SURVEY WORKS ON 07.21.2021, DEREK KINSAUL, R.P.L.S. NO. 6356. 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 09-07-2021 21003 HISTORIC REVIEW E C N E D I S E R R E L W O F E U N E V A D O O W N E K 9 0 1 2 4 0 7 8 7 S A X E T , N I T S U A A1.0 SITE PLAN NEW WOOD GATE AND FENCE 8" LAYER OF MULCH APPLIED TO FULL CRZ OF ALL TREES TO REMAIN ON SITE 16.5" Ø PECAN X X X " 0 - ' 6 9 5 X U E E U X 15.5" Ø PECAN X X X X 600.81' F.F.E. NEW WOOD DECK 16.5" Ø PECAN X X X X X X E U X X X X X X 12" Ø PECAN APPROXIMATE LOCATIONS OF NEW CONCRETE CARPORT FOOTINGS. ALL DEMO IN 1/2 CRZ TO BE DONE WITH HAND TOOLS. X X NEW UNDERGROUND ELECTRIC LINE FROM CARPORT TO NEW PANEL AT ADDITION. AVOID ROUTING THROUGH THE 1/2 CRZ OF PROTECTED TREES. 5' SIDEYA X R D SETB A C K 596'-0" X X E O E O E O X X X X X 597'-0" X X 18" Ø PECAN U E E X O E X X X X X 598'-0" K C A D SETB R A R Y A E 10' R X X 38'-4 3/8" TE NT 3 O E X 599'-0" O E X X 0'-0" 60 APPROXIMATE LOCATIONS OF NEW CONCRETE CARPORT FOOTINGS. ALL DEMO IN 1/2 CRZ TO BE DONE WITH HAND TOOLS. X E O X E O E O X E O 4'-0" 4'-0" E O 15'-0" E O E O 14" Ø PECAN X E O X E O X 16" Ø PECAN E O X X Y E O 877, D ALLE OL.2 G. 202, D.R.T.C.) R V ATE E (15' P.U.E. P C A V P E O 4" 9/6 9'-10 5 E O S 27° 23' 02" W 4 E O E O X O E E O X E O E O X NEW OVERHEAD ELECTRIC SERVICE TO MASTHEAD AT CARPORT POWER POLE APPROXIMATE LOCATION OF OVERHEAD POWER LINES 1 SITE PLAN 1/8" = 1'-0" TRUE NORTH PROJECT NORTH : : M A 5 2 8 0 9 1 2 0 2 / 8 / 9 | e t r o K n o t y a l C © DOWNSPOUT FACE OF EXTERIOR WALL BELOW NEW PREFINISHED METAL GUTTER, RE: SPECS, TYP. NEW STANDING SEAM METAL ROOF OVER EXISTING ROOF FRAMING, PROVIDE BRACING AS REQUIRED, RE: STRUCTURAL I E G D R G N I T S I X E V ALLEY 14 / A4.1 NEW STANDING SEAM METAL ROOF OVER EXISTING ROOF FRAMING EXISTING RIDGE . 0 2 A / 1 V A L L E Y V ALLEY " ' 0 - 1 / " 5 " ' 0 - 1 / " 5 2 / A2.0 2 3 / 4 " PROJECTION OF NEW EAVE INTO SIDE YARD SETBACK DOWNSPOUT, RE: SPECS. TYP. SKYLIGHT AS SCHEDULED 15 / A4.0 1.21 PROPOSED LOCATION FOR RANGE HOOD EXHAUST RIDGE SKYLIGHT AS SCHEDULED " ' 0 - 1 / " 5 " ' 0 - 1 / " 5 1.20 NEW STANDING SEAM METAL ROOF, RE: SPECS. DOWNSPOUT DOWNSPOUT CONDUCTOR HEAD AND DOWNSPOUT COMBINED WITH DOWNSPOUT FROM ADJACENT GUTTER, RE: ELEVATIONS DOWNSPOUT 3 / A2.1 " ' 0 - 1 / " 5 " ' 0 - 1 / " 5 DOWNSPOUT 5" / 1'-0" 5" / 1'-0" V A L L E Y 4'-6" 12'-0" 3'-6" : : M A 8 3 8 0 9 1 2 0 2 / 8 / 9 | e t r o K n o t y a l C © PLAN LEGEND EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED NEW CONSTRUCTION WOOD FLOORING WOOD DECKING TILE FLOORING CONCRETE FLOORING 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 09-07-2021 21003 HISTORIC REVIEW 1 . 2 A / 1 " ' 0 - 1 / " 2 / 1 NEW STANDING SEAM CARPORT ROOF LOCATION OF COLUMNS BELOW MASTHEAD FOR OVERHEAD ELECTRICAL SERVICE ENTRY AT CARPORT 1 . 2 A / 2 " 0 - 1 ' " 6 - 9 ' " 6 - 7 ' EAVE EXTENSION INTO SIDE YARD SETBACK 20'-0" 1 ROOF PLAN 1/4" = 1'-0" TRUE NORTH PROJECT NORTH E C N E D I S E R R E L W O F E U N E V A D O O W N E K 9 0 1 2 4 0 7 8 7 S A X E T , N I T S U A A1.2 ROOF PLAN  3 T N E T 2 T N E T 2 T N E T 1 T N E T PAINTED COMPOSITE SIDING 1.21 1'-0" 5" 1'-0" 5" 1.09 1.10 X10 X11 X13 X14 1.11 1.12 1.13 " 3 - 6 ' " 0 - 3 ' " 8 - 6 ' OPEN HB PTD. 1X2 CRAWLSPACE SKIRT/FENCE WITH 3/8" GAPS HOSE BIB THROUGH DECK SKIRTING CONTINUE STUCCO SKIRT WITH VENTS AT EXTERIOR WALLS WOOD FENCE AND GATE STUCCO SKIRT RELOCATED ELECTRICAL PANEL HVAC CONDENSER CRAWSPACE VENT (MATCH EXISTING), TYP. EXISTING CRAWLSPACE VENT 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 09-07-2021 21003 HISTORIC REVIEW E N I L G N D L I U B I NEW STANDING SEAM METAL ROOF SEAL OFF EXISTING ATTIC VENT FROM INTERIOR OF ATTIC. VENT LOUVER BOARDS TO REMAIN. EXISTING STAINED GLASS WINDOW TO REMAIN EXISTING SIDING TO REMAIN I T H G E H G N D L I U B I . X A M , " ' 0 - 2 3 PLT. HT @ ADDITION 108'-4 5/8" EXISTING PLATE HEIGHT 108'-2 5/8" PREFINISHED METAL DOWNSPOUT, RE: SPECS Q E Q E " 6 1 / 3 0 1 - 4 1 ' I T H G E H G N D L I U B I " 4 - 2 ~ ' ) " 0 3 < ( FIRST FLOOR 100'-0" AVERAGE ADJACENT GRADE 597.83' REPLACE SCREEN AT EXISTING CRAWLSPACE VENT 2 NORTH ELEVATION 1/4" = 1'-0" : : M A 5 4 8 0 9 1 2 0 2 / 8 / 9 | e t r o K n o t y a l C © TENT 1 TENT 2 BEYOND TENT 1 TENT 2 BEYOND 1'-0" 5" 1'-0" 5" X15 X16 X01 X02 1.00 " 8 / 1 0 - 5 1 ' E N I L Y T R E P O R P K C A B T E S ' 5 LOCATION OF EXISTING HOSE BIB TO REMAIN 600.43' HIGH POINT TENT 1 HB REPAIR STUCCO SKIRTING HERE EXISTING CRAWLSPACE VENT TO REMAIN EXISTING FRONT PORCH TO REMAIN NEW DOOR IN EXISTING OPENING AS SCHEDULED REPAIR EXISTING PARGING AS REQUIRED AVERAGE ADJACENT GRADE 597.83' 1 WEST ELEVATION 1/4" = 1'-0" NEW STANDING SEAM METAL ROOF. NEW PAINTED METAL GUTTERS, RE: SPECS. EXISTING SIDING TO REMAIN STAINED CEDAR SHINGLE SIDING EXISTING CORNER TRIM TO REMAIN PLT. HT @ ADDITION 108'-4 5/8" EXISTING PLATE HEIGHT 108'-2 5/8" I T H G E H G N D L I U B I . X A M , " ' 0 - 2 3 " 0 - 5 1 ' FIRST FLOOR 100'-0" 600.44' HIGH POINT TENT 1 Q E Q E K C A B T E S ' 5 " 1 1 - 4 1 ' I T H G E H G N D L I U B I E N I L Y T R E P O R P E C N E D I S E R R E L W O F E U N E V A D O O W N E K 9 0 1 2 4 0 7 8 7 S A X E T , N I T S U A A2.0 EXTERIOR ELEVATIONS  E N I L G N D L I U B I I T H G E H G N D L I U B I . X A M , " ' 0 - 2 3 1 T N E T 2 T N E T 2 T N E T 3 T N E T 1'-0" 5" SEAL OFF EXISTING ATTIC VENT FROM INTERIOR OF ATTIC. VENT LOUVER BOARDS TO REMAIN. RANGE HOOD EXHAUST 1.20 PTD. WOOD BEAM PTD. WOOD COLUMN PTD. COMPOSITE SIDING 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 09-07-2021 21003 HISTORIC REVIEW X03 X04 1.19 1.00 1.01 1.02 1.03 1.04 1.05 1.06 1.07 597.83' AVERAGE ADJACENT GRADE REPLACE SIDING (WITH SALVAGED SIDING) BETWEEN WINDOWS AS REQUIRED REPLACE SIDING (WITH SALVAGED SIDING) AT INFILL OF DEMOLISHED WINDOW COMBINED DOWNSPOUT FROM CONDUCTOR HEAD AND GUTTER CONCRETE SPLASHBLOCK, TYP. STAINED CEDAR SHINGLE SIDING STUCCO SKIRT ALL AROUND CRAWLSPACE, TYP. STAINED WOOD STAIR AND DECK EQ EQ PROPOSED DRYER VENT LOCATION. VENT TO BE LOW-PROFILE PLT. HT @ ADDITION 108'-4 5/8" EXISTING PLATE HEIGHT 108'-2 5/8" FIRST FLOOR 100'-0" CARPORT FLOOR 598'-0" 3 SOUTH ELEVATION 1/4" = 1'-0" TENT 2 BEYOND TENT 3 1'-11 1/8" EAVE ENCROACHMENT INTO SIDE YARD SETBACK (<2'-0") MASTHEAD FOR OVERHEAD ELECTRICAL SERVICE ENTRY AT CARPORT PTD. STEEL BEAMS AND SUPPORT POSTS 1'-0" 1/2" ) T R O P R A C F O E C A F @ ( E N I L Y T R E P O R P " 0 - 5 1 ' Q E Q E I T H G E H T R O P R A C , " 8 / 5 7 - 1 1 ' K C A B T E S ' 5 M A 5 1 : 4 1 : 9 1 2 0 2 / 8 / 9 | e t r o K n o t y a l C © TENT 2 BEYOND TENT 3 TENT 1 BEYOND TENT 2 TENT 1 BEYOND TENT 2 1.08 1.04 I T H G E H G N D L I U B I . X A M , " ' 0 - 2 3 Q E Q E " 0 - 5 1 ' E N I L Y T R E P O R P PLT. HT @ ADDITION 108'-4 5/8" EXISTING PLATE HEIGHT 108'-2 5/8" " 0 - 5 1 ' FIRST FLOOR 100'-0" HIGH POINT TENT 3 598.06' PAINTED COMPOSITE TRIM PAINTED COMPOSITE SIDING AT ADDITION, RE: SPECS. STAINED CEDAR SHINGLE SIDING 1.20 1'-0" 5" EQ EQ EQ EQ 1.21 1'-0" 5" 1.08 1.04 1'-2 3/4" K C A B T E S ' 5 " 0 - 5 1 ' E N I L Y T R E P O R P K C A B T E S ' 5 WOOD FENCE AROUND TRASH AND RECYCLE (HIDDEN FOR CLARITY) CRAWLSPACE VENT IN STUCCO SKIRTING BEYOND HIGH POINT TENT 2 600.03' 1.02 1.03 " 0 - 3 ' RANGE HOOD EXHAUST THROUGH ROOF SKYLIGHT AS SCHEDULED EXISTING ROOF RAKE ENCROACHMENT INTO SIDE YARD RE: ROOF PLAN FOR EXTENT OF NEW EAVE ENCROACHMENT INTO SIDE YARD. PLT. HT @ ADDITION 108'-4 5/8" EXISTING PLATE HEIGHT 108'-2 5/8" I T H G E H G N D L I U B I . X A M , " ' 0 - 2 3 NEW WOOD FENCE AND GATE TO SIDE YARD FIRST FLOOR 100'-0" HIGH POINT TENT 2 600.03' AVERAGE ADJACENT GRADE 597.83' E C N E D I S E R R E L W O F E U N E V A D O O W N E K 9 0 1 2 4 0 7 8 7 S A X E T , N I T S U A A2.1 EXTERIOR ELEVATIONS ELECTRICAL PANEL AND METER (RELOCATED FROM EXISTING GARAGE WALL) AVERAGE ADJACENT GRADE 597.83' CRAWLSPACE VENT AT STUCCO SKIRTING STEP LIGHTS, RE: REFLECTED CEILING PLAN 2 EAST ELEVATION - CARPORT 1/4" = 1'-0" WOOD SKIRTING AROUND PERIMETER OF NEW DECK CRAWLSPACE (HIDDEN FOR CLARITY), STUCCO SKIRT AT EXTERIOR WALLS, TYP. PREFINISHED ALUMINUM OR PVC CRAWLSPACE ACCESS DOOR 1 EAST ELEVATION - MAIN HOUSE 1/4" = 1'-0" RE: SCHEDULE RE: SCHEDULE RE: SCHEDULE RE: SCHEDULE RE: SCHEDULE RE: SCHEDULE RE: SCHEDULE RE: SCHEDULE RE: DOOR SCHEDULE RE: SCHEDULE " 2 / 1 1 1 1/2" 1 1/2" E L U D E H C S : E R " 4 / 3 4 " 2 / 1 1 1 E L U D E H C S : E R " 4 / 3 4 " 2 / 1 1 1 E L U D E H C S : E R T C " 4 / 3 4 E L U D E H C S R O O D : E R " 2 / 1 1 1 " 4 - 3 ' I Y F R E V T " 4 / 3 4 " 4 / 3 4 " 4 / 3 4 " 2 / 1 1 1 E L U D E H C S R O O D : E R T T T 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 09-07-2021 21003 HISTORIC REVIEW A A B 4 3/4" 4 3/4" 4 3/4" 4 3/4" 4 3/4" 4 3/4" 4 3/4" TYP. D 4 3/4" 4 3/4" E F DOOR FRAME TYPES 3/8" = 1'-0" DOOR TYPES 3/8" = 1'-0" E L U D E H C S : E R E L U D E H C S : E R " 8 / 5 6 I Y F R E V " 2 / 1 0 1 - 1 ' E L U D E H C S R O O D : E R E L U D E H C S : E R E L U D E H C S : E R E L U D E H C S : E R E L U D E H C S : E R EXISTING SALVAGED WINDOW NEW WINDOW TO MATCH EXISTING B C EQ EQ EQ EQ A 5" 1'-0" 1'-0" 5" " 8 / 7 1 1 - 3 ' 1.08 1.04 RE: DOOR SCHEDULE AND TYPES MATCH WIDTH OF DOOR NUMBER TYPE WIDTH HEIGHT MATERIAL COMMENTS WOOD WOOD WOOD RELOCATED WINDOW "X05" RE: DEMO PLAN RELOCATED WINDOW "X06" RE: DEMO PLAN RELOCATED WINDOW "X09" RE: DEMO PLAN DOOR SCHEDULE WINDOW TYPES 3/8" = 1'-0" WINDOW SCHEDULE 1.00 1.01 1.02 1.03 1.04 1.05 1.06 1.07 1.08 A A A B B B B B 2'-7" 2'-7" 2'-7" 2'-7" 2'-7" 2'-7" 2'-7" 2'-7" 4'-9" 4'-9" 4'-9" 4'-4" 4'-4" 4'-4" 4'-4" 4'-4" HEAD HEIGHT 6'-8" 6'-8" 6'-8" 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" ALUM. CLAD WOOD ALUM. CLAD WOOD ALUM. CLAD WOOD ALUM. CLAD WOOD ALUM. CLAD WOOD N/A RE: WINDOW TYPES ALUM. CLAD WOOD ALUM. CLAD WOOD PTD. COMPOSITE SIDING, RE: SPECS WEATHER RESISTIVE BARRIER, RE: SPECS 1/2" PLYWOOD SHEATHING, RE: STRUCTURAL 2X6 WALL FRAMING, RE: STRUCTURAL INSULATION, RE: SPECS. 1/2" GYPSUM WALL BOARD, TYP. PROVIDE BACKER BOARD AS SPECIFIED AT TILED WET WALLS FINISH AS SCHEDULED FINISH AS SCHEDULED 1/2" GYPSUM WALL BOARD, TYP. PROVIDE BACKER BOARD AS SPECIFIED AT TILED WET WALLS 2X4 WALL FRAMING, TYP. U.N.O., RE: STRUCTURAL ACOUSTIC BATT INSULATION AT PLUMBING WALLS ONLY, RE: SPECS A FIRE RATING N/A HR UL LISTING STC RATING N/A N/A B FIRE RATING N/A HR UL LISTING STC RATING N/A N/A WALL TYPES 1 1/2" = 1'-0" : : M A 7 5 8 0 9 1 2 0 2 / 8 / 9 | e t r o K n o t y a l C © " 4 / 3 4 " 4 / 3 1 1 E L U D E H C S : E R T C C C C C A E E E L U D E H C S : E R 1.09 1.10 1.11 1.12 1.13 1.19 1.20 1.21 1.00 1.02 1.03 1.04 1.10 1.11 1.12 1.13 1.14 1.15 1.16 1.17 1.18 WINDOW SCHEDULE (CONTINUED) NUMBER TYPE WIDTH HEIGHT MATERIAL COMMENTS HEAD HEIGHT 6'-8" 6'-8" 6'-8" 6'-8" 6'-0" 6'-8" ALUM. CLAD WOOD ALUM. CLAD WOOD ALUM. CLAD WOOD ALUMINUM ALUM. CLAD WOOD 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-7" 3'-0" 3'-0" 4'-8" 4'-8" 2'-6" 3'-2" 2'-6" 4'-9" 3'-6" 3'-6" ALUM. CLAD WOOD RELOCATED WINDOW "X08" RE: DEMO PLAN RE: SPECS RE: SPECS CURB-MOUNTED SKYLIGHT CURB-MOUNTED SKYLIGHT WINDOW NOTES: 1. 2. VERIFY ALL EXISTING EGRESS WINDOWS ARE FULLY OPERABLE. REPAIR AS REQUIRED. ALL SIZES TO BE VERIFIED ON SITE BY WINDOW FABRICATOR. SIZES NOTED IN THIS SCHEDULE ARE GENERAL. SIZES OF EXISTING WINDOWS TO BE RELOCATED ARE TO BE VERIFIED IN THE FIELD. ALL WINDOWS TO MEET CURRENT ENERGY CODES. PROVIDE TEMPERED GLAZING AS NOTED AND AS REQ'D BY CODE - TO BE VERIFIED WITH CONTRACTOR. ALL INTERIOR WINDOW TRIM TO BE PAINTED (COLOR TBD) ALL SHOWER WINDOWS TO HAVE APPLIED PRIVACY FILM. 3. 4. 5. 6. NUMBER WIDTH HEIGHT TYPE MATERIAL TYPE MATERIAL COMMENTS DOOR FRAME HARDWARE GROUP WOOD/GLASS WOOD (none) NEW DOOR IN EXISTING LOCATION ALUM. CLAD WOOD/GLASS ALUM. CLAD WOOD (none) WITH SCREENED DOOR ALUM. CLAD WOOD/GLASS ALUM. CLAD WOOD (none) FROSTED GLAZING; WITH SCREENED DOOR ALUM. CLAD WOOD/GLASS ALUM. CLAD WOOD (none) 2'-8" 2'-8" 2'-8" 10'-0" 2'-8" 2'-0" 2'-8" 6'-0" 2'-8" 2'-8" 2'-8" 2'-8" 2'-6" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" A C C F B B B D B E B B B WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD A A A A A A A A A A A A A WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD (none) (none) (none) (none) (none) (none) (none) (none) (none) WOOD/GLASS FROSTED GLAZING INSTALL EXISTING SALVAGED DOOR "X08" (RE: DEMO PLAN) INSTALL EXISTING SALVAGED DOOR "X 01" (RE: DEMO PLAN) IN EXISTING FRAME INSTALL EXISTING SALVAGED DOOR "X 07" (RE: DEMO PLAN) IN EXISTING FRAME DOOR NOTES: 1. 2. 3. 4. 5. 6. 7. ALL SIZES TO BE VERIFIED ON SITE BY DOOR FABRICATOR, SIZES NOTED IN THIS SCHEDULE ARE GENERAL. ALL EXTERIOR DOORS TO MEET CURRENT ENERGY CODES. PROVIDE TEMPERED GLAZING AS REQ'D BY CODE - TO BE VERIFIED WITH CONTRACTOR. INTERIOR DOORS TO BE SOLID-CORE WOOD, PAINTED (COLOR TBD) FOR PANEL AND LITE CONFIGURATION, RE: DOOR TYPES. ALL INTERIOR DOOR TRIM TO BE PAINTED (COLOR TBD) SAVE EXISTING DOOR HARDWARE FOR POTENTIAL RE-USE IN NEW CONSTRUCTION E C N E D I S E R R E L W O F E U N E V A D O O W N E K 9 0 1 2 4 0 7 8 7 S A X E T , N I T S U A A6.0 SCHEDULES AT) R PL E 599'-0" E U N E V D A O O W N E K (6 0' R.O.W., P 20.5" Ø PECAN (PROTECTED) " 0 0'- 0 6 V W W G R A VEL PATH 0" 9'- 9 5 2" 9'-8 9/3 8" E 4 N 27° 17' 0 ATH EL P V A R G WATER METER WATER VALVE E G LIN UILDIN B K C A ETB D S R A NT Y O R X X X X FENCE GAS METER X X X X E X HVAC CONDENSER X WOOD AND WIRE FENCE ELECTRICAL PANEL G R A V EL D RIV E W AY 14.5" Ø MAGNOLIA 600'-0" 01'-0" 6 17.5" Ø MAGNOLIA EXISTING HOUSE FOOTPRINT 25' F 2109 KENWOOD AVENUE LOT 5 BLK 37 TRAVIS HEIGHTS & ADJ VAC ALLEY X X X C O N C RETE PATH G R A V EL D RIV E W AY X S 62° 32' 26" E 145'-2 5/128" 5' SIDEYA X R X D SETB A C K 20" Ø PECAN U E X WOOD DECK U E D N X 16.5" Ø PECAN X STONE PATH X 15.5" Ø PECAN X APPROXIMATE LOCATION OF EXISTING UNDERGROUND POWER TO HOUSE G. Y OL.2877, P D ALLE 202, D.R.T.C.) ATE R V E C (15' P.U.E. P A V X X X " 0 - ' 9 9 5 X 598'-0" X CONCRETE STOOP AND STEPS LOW CMU WALL/FENCE SUPPORT 5' SIDEYA R D SETB X A C K N 62° 27' 13" W 145'-1 5/64" X X X X 10" Ø PECAN U E " 0 7'- 9 5 X X X U E 16.5" Ø PECAN 12" Ø PECAN U E EXISTING GARAGE (LARGE CRACKS IN FOUNDATION) E O E 18" Ø PECAN O E X X 596'-0" K C A D SETB 597'-0" R A R Y A E X X X E O E O E O E O X 16" Ø PECAN E O 14" Ø PECAN X E O X E O X E O X 1/2 CRZ LOW RETAINING WALL WOOD AND WIRE FENCE AND GATES FENCE O E 10' R 598'-0" O E E O 4" 9/6 9'-10 5 E O S 27° 23' 02" W 4 E O E O X X X O E 599'-0" X X X 600'-0" E O X E O E O X X E O E O X E O E O E O E O ~96SF STORAGE SHED. ELECTRICAL METER AND PANEL OVERHEAD ELECTRICAL SERVICE POWER POLE 1 EXISTING SITE PLAN 1/8" = 1'-0" TRUE NORTH PROJECT NORTH : : M A 8 5 8 0 9 1 2 0 2 / 8 / 9 | 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 09-07-2021 21003 HISTORIC REVIEW E C N E D I S E R R E L W O F E U N E V A D O O W N E K 9 0 1 2 4 0 7 8 7 S A X E T , N I T S U A A9.0 EXISTING SITE PLAN 2 / A9.3 16.5" Ø PECAN 15.5" Ø PECAN 16.5" Ø PECAN 12" Ø PECAN 4 / A9.3 20" Ø PECAN 10" Ø PECAN . 4 9 A / 1 X X X X X EXISTING ASPHALT SHINGLE ROOFS . 3 9 A / 3 5" / 1'-0" 5" / 1'-0" E G D R I 18" Ø PECAN . 4 9 A / 2 X X X 3 / A9.4 1 EXISTING ROOF PLAN 1/4" = 1'-0" TRUE NORTH PROJECT NORTH 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 09-07-2021 21003 HISTORIC REVIEW E C N E D I S E R R E L W O F E U N E V A D O O W N E K 9 0 1 2 4 0 7 8 7 S A X E T , N I T S U A A9.2 EXISTING ROOF PLAN . 3 9 A / 1 5" / 1'-0" E G D R I 5" / 1'-0" RIDGE " ' 0 - 1 / " 5 " ' 0 - 1 / " 5 V A L L E Y V ALLEY : : M A 9 5 8 0 9 1 2 0 2 / 8 / 9 | e t r o K n o t y a l C © X10 X11 X13 X14 WOOD DECK AND STAIRS HVAC CONDENSER CRAWLSPACE VENT 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 09-07-2021 21003 HISTORIC REVIEW E N I L G N D L I U B I ATTIC VENT STAINED GLASS WINDOW PAINTED SIDING ASPHALT SHINGLE ROOF EXISTING PLATE HEIGHT 108'-2 5/8" PAINTED WOOD CORNER TRIM STONE COLUMNS FIRST FLOOR 100'-0" EXISTING PLATE HEIGHT 108'-2 5/8" FIRST FLOOR 100'-0" E C N E D I S E R R E L W O F E U N E V A D O O W N E K 9 0 1 2 4 0 7 8 7 S A X E T , N I T S U A A9.3 EXISTING EXTERIOR ELEVATIONS 2 EXISTING NORTH ELEVATION 1/4" = 1'-0" DECORATIVE PAINTED WOOD ROOF VENT ASPHALT SHINGLE ROOF PAINTED SIDING PAINTED WOOD TRIM STONE COLUMN PTD. WOOD DOOR 1 EXISTING WEST ELEVATION 1/4" = 1'-0" : : M A 3 0 9 0 9 1 2 0 2 / 8 / 9 | e t r o K n o t y a l C © FIRST FLOOR 100'-0" " 6 - 1 ' CONCRETE STOOP PAINTED WOOD GARAGE DOOR PAINTED WOOD SIDING FIRST FLOOR 100'-0" 4 EXISTING GARAGE NORTH 1/4" = 1'-0" 3 EXISTING GARAGE WEST ELEVATION 1/4" = 1'-0"  E N I L G N D L I U B I ATTIC VENT PAINTED SIDING EXISTING PLATE HEIGHT 108'-2 5/8" PAINTED BOARD AND BATTEN SIDING PAINTED WOOD CORNER TRIM FIRST FLOOR 100'-0" 3 EXISTING SOUTH ELEVATION 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 09-07-2021 21003 HISTORIC REVIEW E C N E D I S E R R E L W O F E U N E V A D O O W N E K 9 0 1 2 4 0 7 8 7 S A X E T , N I T S U A A9.4 EXISTING EXTERIOR ELEVATIONS : : M A 8 0 9 0 9 1 2 0 2 / 8 / 9 | e t r o K n o t y a l C © PAINTED BOARD AND BATTEN SIDING FIRST FLOOR 100'-0" WOOD TRIM STUCCO PARGING EXISTING PLATE HEIGHT 108'-2 5/8" WOOD DECK AND STAIR FIRST FLOOR 100'-0" 2 EXISTING GARAGE EAST 1/4" = 1'-0" 1 EXISTING EAST ELEVATION 1/4" = 1'-0"