1. Home
  2. Historic Landmark Commission
  3. April 3, 2024 Meeting
Historic Landmark Commission – April 3, 2024

22.2 - 5304WesternHills — original pdf

Backup
Thumbnail of the first page of the PDF
Page 1 of 21 pages

808'-0" 809'-0" 810'-0" 811'-0" 812'-0" 813'-0" 814'-0" 815'-0" 816'-0" 817'-0" 818'-0" 819'-0" 820'-0" 821'-0" 822'-0" 823'-0" 824'-0" 825'-0" 826'-0" 827'-0" 828'-0" 829'-0" 830'-0" 831'-0" 832'-0" 833'-0" 803'-0" 804'-0" 805'-0" 806'-0" 807'-0" 808'-0" 809'-0" 810'-0" 811'-0" 812'-0" 813'-0" 814'-0" 815'-0" 816'-0" 817'-0" 818'-0" 819'-0" 820'-0" 821'-0" 822'-0" 823'-0" 824'-0" 825'-0" 826'-0" 827'-0" 828'-0" 829'-0" 830'-0" 831'-0" 832'-0" 833'-0" 834'-0" 835'-0" SINGLE FAMILY RESIDENCE5 BED/4.5 BATH4,149 SFEXISTING SINGLE STORY WOOD STRUCTURERE: LANDSCAPE FOR SITE DESIGNEXISTING DRIVEWAY TO REMAINRE: LANDSCAPE FOR SITE DESIGNN60°59'00"W 101.65'N28°56'00"E 193.59'N71°40'00"E 28.96'R=96.64'L=104.79'▲=62°07'39"CB=S27°43'10"ECD=99.73'S58°47'00"E 60.87'S24°38'00"E 158.33'LOT 2LOT 3WESTERN HILLS DRIVE(50' ROW)N61°00'00"W 74.04'5'-0" UTILITY EASEMENT5'-0" UTILITY EASEMENT5'-0" UTILITY EASEMENT25'-0" BUILDING SETBACKEDGE OF ROOF ABOVEOUTDOOR SHOWER829' - 3 1/4"832' - 11 5/8"824' - 4 7/8"829' - 5 5/8"827' - 4 7/8"829' - 5 5/8"833' - 0 1/4"827' - 0"POOL1-STORY WOODSTRUCTURE10' CoA REAR SETBACKEDGE OF ROOF ABOVEUTILITY POLEUTILITY POLE827' - 4 3/8"824' - 0"822' - 5 7/8"820' - 6"817' - 6"826' - 6"2430243124362445OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOELAWN, RE: LANDSCAPE824' - 0"UP822' - 5 7/8"3'-1 1/4"EXISTING CARPORT TO REMAINNEW CANTILEVERED BAY WINDOWEXISTING RETAINING WALLS TO REMAINWOOD FENCE AND GATE, RE: LANDSCAPESTEEL PLANTER5'-0"5'-0"816' - 9 3/4"WWGE832' - 11"829' - 4 7/8"EXISTING RETAINING WALL TO REMAINNEW WOOD FENCENEW WOOD FENCE AND GATE, RE: LANDSCAPE813' - 10 1/2"ADJACENT GRADE816' - 8"ADJACENT GRADEADJACENT GRADENEW STAIR AT EXISTING LOCATION, RE: LANDSCAPENEW SIDEWALK, RE: LANDSCAPEEXISTING CONCRETE PORCH TO REMAINOUTDOOR KITCHENBENCH, RE: LANDSCAPENEW POOL DECKEXISTING RETAINING WALL TO REMAINNEW GATE, RE: LANDSCAPEPRIVACY FENCE, RE: LANDSCAPEGENERAL NOTES:1.NO UNDERGROUND UTILITY TRENCHESPERMITTED IN THE 1/2 CRITICAL ROOTZONE.2.NO ACCESS, PARKING OR MATERIALSTORAGE WITHIN THE LIMITS OF THETREE PROTECTION FENCE.3.ALL ROOT CUTS TO BE CLEAN (NOFRAYED EDGES)4.FERTILIZE TREE ROOTS AND PROVIDEIRRIGATION DURING CONSTRUCTION.5.NO UNDERGROUND UTILITYTRENCHING WITHIN 12' OF TREETRUNKS.6.PROVIDE 5' TALL CHAIN LINK MESHTREE PROTECTION FENCING PER CITYOF AUSTIN REQUIREMENTS AND 8"MULCH GROUND COVER DURING CONSTRUCTION AROUND ALL TREESIN THE CONSTRUCTION AREA.7.PROVIDE BREATHABLE RUBBER MATOVER 8" MULCH AT LOCATIONSWHERE TREE PROTECTION FENCING ISNOT POSSIBLE.8.WRAP 2X4 BOARDS AROUND ALL TREETRUNKS ON SITE OR IN ADJACENTRIGHT OF WAY DURINGCONSTRUCTION.9.ALL LIMBS AND TREE TRIMMING TO BEPERFORMED BY OWNER PROVIDEDARBORIST.10.GC TO ENSURE THAT ANY CONCRETEWASHOUT DOES NOT OCCUR WITHINTHE CRZ OF ANY TREES.11.GC TO AVOID TRENCHING WITHIN1/2 CRZ OF ANY TREES.12.IN AREAS WHERE SILT FENCE ISLOCATED WITHIN THE 1/2 CRZ OF ANYPROTECTED TREE, A MULCH SOCK ISTO BE USED IN-PLACE OF SILT FENCE.13.TREE PROTECTION FENCING MUST BEON GRADE (FLAT POST BASESWEIGHTED DOWN WITH SAND BAGS) AND MUST ENCOMPASS THE ¼ CRZ ATMINIMUM.14.MINIMIZE DISTURBANCE OF EXISTINGGRADE AND LANDSCAPE WHEREVERPOSSIBLE, WHILE PROVIDING POSITIVEDRAINAGE AWAY FROM HOUSE.15.AFTER CONSTRUCTION, AIRSPADEALL TREES WHERE CONSTRUCTIONACTIVITIES HAVE COMPACTED SOILWITHIN CRITICAL ROOT ZONE.16.PROVIDE AND MAINTAIN ANEROSION CONTROL SYSTEM WITHAPPROPRIATE DEVICES PER STATUTORYREQUIREMENTS.17.NOTIFY APPROPRIATE AUTHORITY TOLOCATE EXISTING UTILITY LINES ANDPROTECT ALL UTILITIES FROMEXCAVATION OR SIMILAR HAZARDS.18.PROTECT STRUCTURES, SIDEWALKS,PAVEMENTS AND OTHER FACILITIESFROM DAMAGE CAUSED BYSETTLEMENT, LATERAL MOVEMENT,UNDERMINING, WASHOUT AND OTHERHAZARDS.19.REFERENCE LIST OF FINISHES FORFLATWORK. USE 1X4 REDWOOD ATALL CONTROL JOINTS.20.GRAVEL (BY LANDSCAPE): RAINBOWPEA GRAVEL (FINAL COLORSELECTION TO BE APPROVED BYARCHITECT) FOR AREAS AS SPECIFIEDON DRAWINGS.21.STONE PAVERS (BY LANDSCAPE):REFERENCE LIST OF FINISHES: 2 1/4"THICK PAVERS, SET PAVERS IN SANDBED OVER MINIMUM 6" LAYER OFCOMPACTED FILL. PAVERS ARE TO BEBUTTED TIGHT WITH MINIMAL JOINTSTHAT REQUIRE NO GROUT.22.STEEL EDGING AND RETAINING WALLS (BY LANDSCAPE): REFERENCEDIVISION 5 SPECIFICATIONS.23.ALL DIMENSIONS ARE TO FACE OFFOUNDATION UNLESS OTHERWISENOTED.SITE PLAN -LEGENDPROPOSED ADDITIONEXISTING TO REMAINTREE TRUNK DIAMETERFULL CRITICAL ROOT ZONE1/2 CRITICAL ROOT ZONE1/4 CRITICAL ROOT ZONEOEOEOVERHEAD ELECTRIC LINEUEUEUNDERGROUND ELECTRIC LINE]]IRON FENCEISSUED DATE|The Design Professional's electronic seal or signature is effective only as to that version of this document as originally published by Outward Architecture. Outward Architecture is not responsible for any subsequent modification, corruption, or unauthorized use of such document. To verify the validity or applicability of the seal or signature, contact the Design Professional.© Outward Architecture|PROJECT NUMBER2/7/2024 6:16:10 PM5304 WESTERN HILLS DRIVEAUSTIN, TX 78731A001ARCHITECTURALSITE PLANWESTERN HILLS RESIDENCEPERMIT230302/08/20231" = 10'-0"1SITE PLANTREE PROTECTION NOTES:•PROVIDE 5' TALL CHAIN LINK MESH TREEPROTECTION FENCING PER CITY OFAUSTIN REQUIREMENTS AND 8" MULCHGROUND COVER DURINGCONSTRUCTION AROUND ALL TREES INTHE CONSTRUCTION AREA.•PROVIDE BREATHABLE RUBBER MAT OVER8" MULCH AT LOCATIONS WHERE TREEPROTECTION FENCING IS NOT POSSIBLE.•WRAP 2X4 BOARDS AROUND ALL TREETRUNKS ON SITE OR IN ADJACENT RIGHTOF WAY DURING CONSTRUCTION.•ALL LIMBS AND TREE TRIMMING TO BEPERFORMED BY OWNER PROVIDEDARBORIST.•GC TO ENSURE THAT ANY CONCRETEWASHOUT DOES NOT OCCUR WITHIN THECRZ OF ANY TREES.•GC TO AVOID TRENCHING WITHIN 1/2CRZ OF ANY TREES.•IN AREAS WHERE SILT FENCE IS LOCATEDWITHIN THE 1/2 CRZ OF ANY PROTECTEDTREE, A MULCH SOCK IS TO BE USED IN-PLACE OF SILT FENCE.•TREE PROTECTION FENCING MUST BE ONGRADE (FLAT POST BASES WEIGHTEDDOWN WITH SAND BAGS) AND MUSTENCOMPASS THE ¼ CRZ AT MINIMUM.TRUENORTHPROJECTNORTHTREE LEGENDMarkComments243023" LIVE OAK243120" LIVE OAK243620"/17" LIVE OAK244512"/10"/10" SPANISH OAK UPUPUPUPC1DR1RW1SW2SW1RW2UP1G1UP2UP3G2G4G3PL1RW3Y4Y1Y3Y6Y2CP1.1CP3.1CP2.1UC1UC2G5C2Y5AREA CALCULATION LEGENDCONDITIONED AREAUNCONDITIONED AREACOVERED AREAUNCOVERED PATIOSIDEWALKDRIVEWAYPOOLRETAINING WALLC#COVERED AREAUC#UNCONDITIONED AREACP1.#COVERED PARKINGCP2.#COVERED PATIOCP3.#COVERED PORCHUP#UNCOVERED PATIOSW#SIDEWALKDR#DRIVEWAYPL#POOLRW#RETAINING WALL G#GRAVEL AREAY#YARD AREASITE AREA CALCULATIONSISSUED DATE|The Design Professional's electronic seal or signature is effective only as to that version of this document as originally published by Outward Architecture. Outward Architecture is not responsible for any subsequent modification, corruption, or unauthorized use of such document. To verify the validity or applicability of the seal or signature, contact the Design Professional.© Outward Architecture|PROJECT NUMBER2/7/2024 6:14:57 PM5304 WESTERN HILLS DRIVEAUSTIN, TX 78731G002SITE AREA PLANSWESTERN HILLS RESIDENCEPERMIT230302/08/20231/8" = 1'-0"1IMPERVIOUS COVERTRUENORTHPROJECTNORTH W/DUPUPUP3820 SFEXISTINGCONDITIONED RENO16 SFPROPOSED ADDITION603 SFEXISTING CARPORT62 SFEXISTINGCOVERED/PROPOSEDCONDITION45 SFEXISTINGUNCONDITIONEDCLOSET77 SFPROPOSEDUNCONDITIONEDCLOSET49 SFPROPOSED ADDITION137 SFEXISTING COVEREDPORCH47 SFEXIST. COVEREDO.D./PROPOSEDUNCONDITIONEDCLOSETAREA CALCULATION LEGENDEXISTING CONDITIONED AREAEXISTING UNCONDITIONED AREAEXISTING COVERED AREAPROPOSED AREAGROSS FLOOR AREAISSUED DATE|The Design Professional's electronic seal or signature is effective only as to that version of this document as originally published by Outward Architecture. Outward Architecture is not responsible for any subsequent modification, corruption, or unauthorized use of such document. To verify the validity or applicability of the seal or signature, contact the Design Professional.© Outward Architecture|PROJECT NUMBER2/7/2024 6:15:16 PM5304 WESTERN HILLS DRIVEAUSTIN, TX 78731G003BUILDING AREAPLANSWESTERN HILLS RESIDENCEPERMIT230302/08/20231/8" = 1'-0"1FIRST FLOORTRUENORTHPROJECTNORTH UP 803'-0" 803'-0" 803'-0" 804'-0" 805'-0" 806'-0" 807'-0" 808'-0" 809'-0" 810'-0" 811'-0" 812'-0" 813'-0" 814'-0" 815'-0" 816'-0" 817'-0" 818'-0" 819'-0" 820'-0" 821'-0" 822'-0" 823'-0" 824'-0" 825'-0" 826'-0" 827'-0" 828'-0" 829'-0" 830'-0" 831'-0" 832'-0" 833'-0" 834'-0" 808'-0" 809'-0" 810'-0" 811'-0" 812'-0" 813'-0" 814'-0" 815'-0" 816'-0" 817'-0" 818'-0" 819'-0" 820'-0" 821'-0" 822'-0" 823'-0" 824'-0" 825'-0" 826'-0" 827'-0" 828'-0" 829'-0" 830'-0" 831'-0" 832'-0" 833'-0" CH 25 2.6 SUBCHAPTER E: ARTICLE 1. A ROOF OVERHANG OR EAVE UP TO TWO FEET BEYOND THE SETBACK PLANE.BUILDING LINEt15'-0"t15'-0"t15'-0"4 / G004LOWEST NATURAL GRADE ADJACENT TO BUILDING: 817.83'HIGHEST NATRUAL GRADE ADJACENT TO BUILDING: 833.06'AVERAGE GRADE = 817.83' + 833.06' / 2 = 825.45'32' FROM AVERAGE GRADE = 857.45'TENT 1 HIGH POINT 835.00'817.83' LOWEST NATURAL GRADE ADJACENT TO BUILDING833.06' HIGHEST NATURAL GRADE ADJACENT TO BUILDING5 / G004TENT 2 HIGH POINT 834.51'TENT 3 HIGH POINT 833.88'TENT 140'-0"TENT 240'-0"TENT 322'-0 7/8"BUILDING LINE6G004T.O.F.F. KITCHEN103'-0"32' FROM AV GRADE857'-5 3/8"AVERAGE GRADE825'-5 3/8"T.O.P. CARPORT116'-8 5/8"32'-0"T.O.F.F. LIVING100'-0"T.O.S.F. FOYER105'-0"T.O.F.F. CARPORT108'-6 5/8"T.O.P. LIVING109'-3"T.O.F.F. POOL98'-1"T.O.F.F. KITCHEN103'-0"ROOF119'-8 1/4"32' FROM AV GRADE857'-5 3/8"AVERAGE GRADE825'-5 3/8"T.O.P. CARPORT116'-8 5/8"T.O.F.F. LIVING100'-0"T.O.S.F. FOYER105'-0"T.O.F.F. CARPORT108'-6 5/8"T.O.P. LIVING109'-3"T.O.F.F. POOL98'-1"32'-0"CH 25 2.6 SUBCHAPTER E: ARTICLE 1. A ROOF OVERHANG OR EAVE UP TO TWO FEET BEYOND THE SETBACK PLANE.T.O.F.F. KITCHEN103'-0"T.O.P. CARPORT116'-8 5/8"T.O.F.F. LIVING100'-0"T.O.S.F. FOYER105'-0"T.O.F.F. CARPORT108'-6 5/8"T.O.F.F. POOL98'-1"MCMANSION TENT 3 SETBACK PLANE33D TENT —NORTHEAST23D TENT —SOUTHEASTISSUED DATE|The Design Professional's electronic seal or signature is effective only as to that version of this document as originally published by Outward Architecture. Outward Architecture is not responsible for any subsequent modification, corruption, or unauthorized use of such document. To verify the validity or applicability of the seal or signature, contact the Design Professional.© Outward Architecture|PROJECT NUMBER2/7/2024 6:15:33 PM5304 WESTERN HILLS DRIVEAUSTIN, TX 78731G004COASUBCHAPTER FWESTERN HILLS RESIDENCEPERMIT230302/08/20231/16" = 1'-0"1SITE PLAN -TENT1/8" = 1'-0"4EAST TENT1/8" = 1'-0"5WEST TENT1/8" = 1'-0"6SECTION AT POOL CABANA -TENT 832'-0" 833'-0" 834'-0" 835'-0" SINGLE FAMILY RESIDENCE5 BED/4.5 BATH3,986 SFEXISTING SINGLE STORY WOOD STRUCTUREN60°59'00"W 101.65'N28°56'00"E 193.59'N71°40'00"E 28.96'R=96.64'L=104.79'▲=62°07'39"CB=S27°43'10"ECD=99.73'S58°47'00"E 60.87'S24°38'00"E 158.33'LOT 2LOT 3WESTERN HILLS DRIVE(50' ROW)N61°00'00"W 74.04'5'-0" UTILITY EASEMENT5'-0" UTILITY EASEMENT5'-0" UTILITY EASEMENT25'-0" BUILDING SETBACKPOOL1-STORY WOOD STRUCTURE10' CoA REAR SETBACKUTILITY POLEUTILITY POLEAE CLEARANCEAE CLEARANCEEXISTING NONCOMPLIANT STRUCTURE AND ROOF OVERHANGOVERHEAD POWER LINE3G0054G0052G0054'-0"7'-6"T.O.F.F. KITCHEN103'-0"T.O.P. CARPORT116'-8 5/8"T.O.S.F. FOYER105'-0"T.O.F.F. CARPORT108'-6 5/8"CENTERLINE OF EXISTING POLEAE CLEARANCE7'-6"TYP.4'-0"AE CONDUCTOR RADIUS CLEARANCE15'-0"AE NEUTRAL CONDUCTOR RADIUS CLEARANCE15'-0"EXISTING NONCOMPLIANT STRUCTURE TO REMAINT.O.F.F. KITCHEN103'-0"T.O.P. CARPORT116'-8 5/8"T.O.F.F. LIVING100'-0"T.O.S.F. FOYER105'-0"T.O.F.F. CARPORT108'-6 5/8"T.O.F.F. POOL98'-1"CENTERLINE OF EXISTING POLEAE CLEARANCE7'-6"TYP.4'-0"AE CONDUCTOR RADIUS CLEARANCE15'-0"AE NEUTRAL CONDUCTOR RADIUS CLEARANCE15'-0"T.O.F.F. KITCHEN103'-0"T.O.P. CARPORT116'-8 5/8"T.O.F.F. LIVING100'-0"T.O.S.F. FOYER105'-0"T.O.F.F. CARPORT108'-6 5/8"T.O.F.F. POOL98'-1"CENTERLINE OF EXISTING POLEAE CLEARANCE7'-6"TYP.4'-0"AE CONDUCTOR RADIUS CLEARANCE15'-0"AE NEUTRAL CONDUCTOR RADIUS CLEARANCE15'-0"ISSUED DATE|The Design Professional's electronic seal or signature is effective only as to that version of this document as originally published by Outward Architecture. Outward Architecture is not responsible for any subsequent modification, corruption, or unauthorized use of such document. To verify the validity or applicability of the seal or signature, contact the Design Professional.© Outward Architecture|PROJECT NUMBER2/7/2024 6:15:51 PM5304 WESTERN HILLS DRIVEAUSTIN, TX 78731G005AE CLEARANCEENVELOPEEXHIBITWESTERN HILLS RESIDENCEPERMIT230302/08/20231/16" = 1'-0"1SITE PLAN -AE CLEARANCE3/16" = 1'-0"2SECTION AT SOUTHWEST CORNER OF EXISTING HOUSE3/16" = 1'-0"3SECTION AT SOUTHWEST CORNER OF POOL CABANA3/16" = 1'-0"4SECTION AT SOUTHWEST CORNER OF POOL CABANA BATH 808'-0" 809'-0" 810'-0" 811'-0" 812'-0" 813'-0" 814'-0" 815'-0" 816'-0" 817'-0" 818'-0" 819'-0" 820'-0" 821'-0" 822'-0" 823'-0" 824'-0" 825'-0" 826'-0" 827'-0" 828'-0" 829'-0" 830'-0" 831'-0" 832'-0" 833'-0" 803'-0" 804'-0" 805'-0" 806'-0" 807'-0" 808'-0" 809'-0" 810'-0" 811'-0" 812'-0" 813'-0" 814'-0" 815'-0" 816'-0" 817'-0" 818'-0" 819'-0" 820'-0" 821'-0" 822'-0" 823'-0" 824'-0" 825'-0" 826'-0" 827'-0" 828'-0" 829'-0" 830'-0" 831'-0" 832'-0" 833'-0" 834'-0" 835'-0" SINGLE FAMILY RESIDENCE5 BED/4.5 BATH4,149 SFEXISTING SINGLE STORY WOOD STRUCTURERE: LANDSCAPE FOR SITE DESIGNEXISTING DRIVEWAY TO REMAINRE: LANDSCAPE FOR SITE DESIGNN60°59'00"W 101.65'N28°56'00"E 193.59'N71°40'00"E 28.96'R=96.64'L=104.79'▲=62°07'39"CB=S27°43'10"ECD=99.73'S58°47'00"E 60.87'S24°38'00"E 158.33'LOT 2LOT 3WESTERN HILLS DRIVE(50' ROW)N61°00'00"W 74.04'5'-0" UTILITY EASEMENT5'-0" UTILITY EASEMENT5'-0" UTILITY EASEMENT25'-0" BUILDING SETBACKEDGE OF ROOF ABOVEOUTDOOR SHOWER829' - 3 1/4"832' - 11 5/8"824' - 4 7/8"829' - 5 5/8"827' - 4 7/8"829' - 5 5/8"833' - 0 1/4"827' - 0"POOL1-STORY WOOD STRUCTURE10' CoA REAR SETBACKEDGE OF ROOF ABOVEUTILITY POLEUTILITY POLE827' - 4 3/8"824' - 0"822' - 5 7/8"820' - 6"817' - 6"826' - 6"2430243124362445OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOELAWN, RE: LANDSCAPE824' - 0"UP822' - 5 7/8"3'-1 1/4"EXISTING CARPORT TO REMAINNEW CANTILEVERED BAY WINDOWEXISTING RETAINING WALLS TO REMAINWOOD FENCE AND GATE, RE: LANDSCAPESTEEL PLANTER5'-0"5'-0"816' - 9 3/4"WWGE832' - 11"829' - 4 7/8"EXISTING RETAINING WALL TO REMAINNEW WOOD FENCENEW WOOD FENCE AND GATE, RE: LANDSCAPE813' - 10 1/2"ADJACENT GRADE816' - 8"ADJACENT GRADEADJACENT GRADENEW STAIR AT EXISTING LOCATION, RE: LANDSCAPENEW SIDEWALK, RE: LANDSCAPEEXISTING CONCRETE PORCH TO REMAINOUTDOOR KITCHENBENCH, RE: LANDSCAPENEW POOL DECKEXISTING RETAINING WALL TO REMAINNEW GATE, RE: LANDSCAPEPRIVACY FENCE, RE: LANDSCAPEGENERAL NOTES:1. NO UNDERGROUND UTILITY TRENCHES PERMITTED IN THE 1/2 CRITICAL ROOT ZONE.2. NO ACCESS, PARKING OR MATERIAL STORAGE WITHIN THE LIMITS OF THE TREE PROTECTION FENCE. 3. ALL ROOT CUTS TO BE CLEAN (NO FRAYED EDGES)4. FERTILIZE TREE ROOTS AND PROVIDE IRRIGATION DURING CONSTRUCTION. 5. NO UNDERGROUND UTILITY TRENCHING WITHIN 12' OF TREE TRUNKS.6. PROVIDE 5' TALL CHAIN LINK MESH TREE PROTECTION FENCING PER CITY OF AUSTIN REQUIREMENTS AND 8" MULCH GROUND COVER DURING CONSTRUCTION AROUND ALL TREES IN THE CONSTRUCTION AREA.7. PROVIDE BREATHABLE RUBBER MAT OVER 8" MULCH AT LOCATIONS WHERE TREE PROTECTION FENCING IS NOT POSSIBLE. 8. WRAP 2X4 BOARDS AROUND ALL TREE TRUNKS ON SITE OR IN ADJACENT RIGHT OF WAY DURING CONSTRUCTION.9. ALL LIMBS AND TREE TRIMMING TO BE PERFORMED BY OWNER PROVIDED ARBORIST. 10. GC TO ENSURE THAT ANY CONCRETE WASHOUT DOES NOT OCCUR WITHIN THE CRZ OF ANY TREES. 11. GC TO AVOID TRENCHING WITHIN 1/2 CRZ OF ANY TREES. 12. IN AREAS WHERE SILT FENCE IS LOCATED WITHIN THE 1/2 CRZ OF ANY PROTECTED TREE, A MULCH SOCK IS TO BE USED IN-PLACE OF SILT FENCE. 13. TREE PROTECTION FENCING MUST BE ON GRADE (FLAT POST BASES WEIGHTED DOWN WITH SAND BAGS) AND MUST ENCOMPASS THE ¼ CRZ AT MINIMUM.14. MINIMIZE DISTURBANCE OF EXISTING GRADE AND LANDSCAPE WHEREVER POSSIBLE, WHILE PROVIDING POSITIVE DRAINAGE AWAY FROM HOUSE. 15. AFTER CONSTRUCTION, AIRSPADE ALL TREES WHERE CONSTRUCTION ACTIVITIES HAVE COMPACTED SOIL WITHIN CRITICAL ROOT ZONE. 16. PROVIDE AND MAINTAIN AN EROSION CONTROL SYSTEM WITH APPROPRIATE DEVICES PER STATUTORY REQUIREMENTS. 17. NOTIFY APPROPRIATE AUTHORITY TO LOCATE EXISTING UTILITY LINES AND PROTECT ALL UTILITIES FROM EXCAVATION OR SIMILAR HAZARDS.18. PROTECT STRUCTURES, SIDEWALKS, PAVEMENTS AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT AND OTHER HAZARDS. 19. REFERENCE LIST OF FINISHES FOR FLATWORK. USE 1X4 REDWOOD AT ALL CONTROL JOINTS. 20. GRAVEL (BY LANDSCAPE): RAINBOW PEA GRAVEL (FINAL COLOR SELECTION TO BE APPROVED BY ARCHITECT) FOR AREAS AS SPECIFIED ON DRAWINGS. 21. STONE PAVERS (BY LANDSCAPE): REFERENCE LIST OF FINISHES: 2 1/4" THICK PAVERS, SET PAVERS IN SAND BED OVER MINIMUM 6" LAYER OF COMPACTED FILL. PAVERS ARE TO BE BUTTED TIGHT WITH MINIMAL JOINTS THAT REQUIRE NO GROUT. 22. STEEL EDGING AND RETAINING WALLS (BY LANDSCAPE): REFERENCE DIVISION 5 SPECIFICATIONS. 23. ALL DIMENSIONS ARE TO FACE OF FOUNDATION UNLESS OTHERWISE NOTED. SITE PLAN -LEGENDPROPOSED ADDITIONEXISTING TO REMAINTREE TRUNK DIAMETERFULL CRITICAL ROOT ZONE1/2 CRITICAL ROOT ZONE1/4 CRITICAL ROOT ZONEOEOEOVERHEAD ELECTRIC LINEUEUEUNDERGROUND ELECTRIC LINE]]IRON FENCEISSUED DATE|The Design Professional's electronic seal or signature is effective only as to that version of this document as originally published by Outward Architecture. Outward Architecture is not responsible for any subsequent modification, corruption, or unauthorized use of such document. To verify the validity or applicability of the seal or signature, contact the Design Professional.© Outward Architecture|PROJECT NUMBER2/7/2024 6:16:10 PM5304 WESTERN HILLS DRIVEAUSTIN, TX 78731A001ARCHITECTURALSITE PLANWESTERN HILLS RESIDENCEPERMIT230302/08/20231" = 10'-0"1SITE PLANTREE PROTECTION NOTES:• PROVIDE 5' TALL CHAIN LINK MESH TREE PROTECTION FENCING PER CITY OF AUSTIN REQUIREMENTS AND 8" MULCH GROUND COVER DURING CONSTRUCTION AROUND ALL TREES IN THE CONSTRUCTION AREA.• PROVIDE BREATHABLE RUBBER MAT OVER 8" MULCH AT LOCATIONS WHERE TREE PROTECTION FENCING IS NOT POSSIBLE. • WRAP 2X4 BOARDS AROUND ALL TREE TRUNKS ON SITE OR IN ADJACENT RIGHT OF WAY DURING CONSTRUCTION.• ALL LIMBS AND TREE TRIMMING TO BE PERFORMED BY OWNER PROVIDED ARBORIST. • GC TO ENSURE THAT ANY CONCRETE WASHOUT DOES NOT OCCUR WITHIN THE CRZ OF ANY TREES. • GC TO AVOID TRENCHING WITHIN 1/2 CRZ OF ANY TREES. • IN AREAS WHERE SILT FENCE IS LOCATED WITHIN THE 1/2 CRZ OF ANY PROTECTED TREE, A MULCH SOCK IS TO BE USED IN-PLACE OF SILT FENCE. • TREE PROTECTION FENCING MUST BE ON GRADE (FLAT POST BASES WEIGHTED DOWN WITH SAND BAGS) AND MUST ENCOMPASS THE ¼ CRZ AT MINIMUM.TRUENORTHPROJECTNORTHTREE LEGENDMarkComments243023" LIVE OAK243120" LIVE OAK243620"/17" LIVE OAK244512"/10"/10" SPANISH OAK 808'-0" 809'-0" 810'-0" 811'-0" 812'-0" 813'-0" 814'-0" 815'-0" 816'-0" 817'-0" 818'-0" 819'-0" 820'-0" 821'-0" 822'-0" 823'-0" 824'-0" 825'-0" 826'-0" 827'-0" 828'-0" 829'-0" 830'-0" 831'-0" 832'-0" 833'-0" 803'-0" 804'-0" 805'-0" 806'-0" 807'-0" 808'-0" 809'-0" 810'-0" 811'-0" 812'-0" 813'-0" 814'-0" 815'-0" 816'-0" 817'-0" 818'-0" 819'-0" 820'-0" 821'-0" 822'-0" 823'-0" 824'-0" 825'-0" 826'-0" 827'-0" 828'-0" 829'-0" 830'-0" 831'-0" 832'-0" 833'-0" 834'-0" 835'-0" SINGLE FAMILY RESIDENCE5 BED/4.5 BATH3,986 SFEXISTING SINGLE STORY WOOD STRUCTUREN60°59'00"W 101.65'N28°56'00"E 193.59'N71°40'00"E 28.96'R=96.64'L=104.79'▲=62°07'39"CB=S27°43'10"ECD=99.73'S58°47'00"E 60.87'S24°38'00"E 158.33'LOT 2LOT 3WESTERN HILLS DRIVE(50' ROW)N61°00'00"W 74.04'5'-0" UTILITY EASEMENT5'-0" UTILITY EASEMENT5'-0" UTILITY EASEMENT25'-0" BUILDING SETBACKPOOL1-STORY WOOD STRUCTURE10' CoA REAR SETBACKUTILITY POLEUTILITY POLE2430243124362445OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOELAWNUP3'-1 1/4"WOOD FENCE AND GATE5'-0"5'-0"WWGENEW WOOD FENCENEW WOOD GATETEMPORARY DUMPSTERCONSTRUCTION ACCESS PATHCONCRETE WASHOUTPAINT WASHOUTSPOILS PLACEMENTPORTABLE TOILETMATERIAL STAGINGEXISTING FLATWORKCONSTRUCTION ACCESS PATHMATERIAL STAGINGXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXGENERAL NOTES:1. NO UNDERGROUND UTILITY TRENCHES PERMITTED IN THE 1/2 CRITICAL ROOT ZONE.2. NO ACCESS, PARKING OR MATERIAL STORAGE WITHIN THE LIMITS OF THE TREE PROTECTION FENCE. 3. ALL ROOT CUTS TO BE CLEAN (NO FRAYED EDGES)4. FERTILIZE TREE ROOTS AND PROVIDE IRRIGATION DURING CONSTRUCTION. 5. NO UNDERGROUND UTILITY TRENCHING WITHIN 12' OF TREE TRUNKS.6. PROVIDE 5' TALL CHAIN LINK MESH TREE PROTECTION FENCING PER CITY OF AUSTIN REQUIREMENTS AND 8" MULCH GROUND COVER DURING CONSTRUCTION AROUND ALL TREES IN THE CONSTRUCTION AREA.7. PROVIDE BREATHABLE RUBBER MAT OVER 8" MULCH AT LOCATIONS WHERE TREE PROTECTION FENCING IS NOT POSSIBLE. 8. WRAP 2X4 BOARDS AROUND ALL TREE TRUNKS ON SITE OR IN ADJACENT RIGHT OF WAY DURING CONSTRUCTION.9. ALL LIMBS AND TREE TRIMMING TO BE PERFORMED BY OWNER PROVIDED ARBORIST. 10. GC TO ENSURE THAT ANY CONCRETE WASHOUT DOES NOT OCCUR WITHIN THE CRZ OF ANY TREES. 11. GC TO AVOID TRENCHING WITHIN 1/2 CRZ OF ANY TREES. 12. IN AREAS WHERE SILT FENCE IS LOCATED WITHIN THE 1/2 CRZ OF ANY PROTECTED TREE, A MULCH SOCK IS TO BE USED IN-PLACE OF SILT FENCE. 13. TREE PROTECTION FENCING MUST BE ON GRADE (FLAT POST BASES WEIGHTED DOWN WITH SAND BAGS) AND MUST ENCOMPASS THE ¼ CRZ AT MINIMUM.14. MINIMIZE DISTURBANCE OF EXISTING GRADE AND LANDSCAPE WHEREVER POSSIBLE, WHILE PROVIDING POSITIVE DRAINAGE AWAY FROM HOUSE. 15. AFTER CONSTRUCTION, AIRSPADE ALL TREES WHERE CONSTRUCTION ACTIVITIES HAVE COMPACTED SOIL WITHIN CRITICAL ROOT ZONE. 16. PROVIDE AND MAINTAIN AN EROSION CONTROL SYSTEM WITH APPROPRIATE DEVICES PER STATUTORY REQUIREMENTS. 17. NOTIFY APPROPRIATE AUTHORITY TO LOCATE EXISTING UTILITY LINES AND PROTECT ALL UTILITIES FROM EXCAVATION OR SIMILAR HAZARDS.18. PROTECT STRUCTURES, SIDEWALKS, PAVEMENTS AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT AND OTHER HAZARDS. 19. REFERENCE LIST OF FINISHES FOR FLATWORK. USE 1X4 REDWOOD AT ALL CONTROL JOINTS. 20. GRAVEL (BY LANDSCAPE): RAINBOW PEA GRAVEL (FINAL COLOR SELECTION TO BE APPROVED BY ARCHITECT) FOR AREAS AS SPECIFIED ON DRAWINGS. 21. STONE PAVERS (BY LANDSCAPE): REFERENCE LIST OF FINISHES: 2 1/4" THICK PAVERS, SET PAVERS IN SAND BED OVER MINIMUM 6" LAYER OF COMPACTED FILL. PAVERS ARE TO BE BUTTED TIGHT WITH MINIMAL JOINTS THAT REQUIRE NO GROUT. 22. STEEL EDGING AND RETAINING WALLS (BY LANDSCAPE): REFERENCE DIVISION 5 SPECIFICATIONS. 23. ALL DIMENSIONS ARE TO FACE OF FOUNDATION UNLESS OTHERWISE NOTED. SITE PLAN -LEGENDPROPOSED ADDITIONEXISTING TO REMAINTREE TRUNK DIAMETERFULL CRITICAL ROOT ZONE1/2 CRITICAL ROOT ZONE1/4 CRITICAL ROOT ZONEOEOEOVERHEAD ELECTRIC LINEUEUEUNDERGROUND ELECTRIC LINE]]IRON FENCE6' TALL TEMPORARY CHAIN LINK FENCE OR VERTICAL 2X4 BOARDS AROUND TREE TRUNKSXX8" LAYER OF MULCHISSUED DATE|The Design Professional's electronic seal or signature is effective only as to that version of this document as originally published by Outward Architecture. Outward Architecture is not responsible for any subsequent modification, corruption, or unauthorized use of such document. To verify the validity or applicability of the seal or signature, contact the Design Professional.© Outward Architecture|PROJECT NUMBER2/7/2024 6:16:23 PM5304 WESTERN HILLS DRIVEAUSTIN, TX 78731A002CONSTRUCTIONSTAGING SITEPLANWESTERN HILLS RESIDENCEPERMIT230302/08/20231" = 10'-0"1CONSTRUCTION STAGING SITE PLANTRUENORTHPROJECTNORTHTREE PROTECTION NOTES:• PROVIDE 5' TALL CHAIN LINK MESH TREE PROTECTION FENCING PER CITY OF AUSTIN REQUIREMENTS AND 8" MULCH GROUND COVER DURING CONSTRUCTION AROUND ALL TREES IN THE CONSTRUCTION AREA.• PROVIDE BREATHABLE RUBBER MAT OVER 8" MULCH AT LOCATIONS WHERE TREE PROTECTION FENCING IS NOT POSSIBLE. • WRAP 2X4 BOARDS AROUND ALL TREE TRUNKS ON SITE OR IN ADJACENT RIGHT OF WAY DURING CONSTRUCTION.• ALL LIMBS AND TREE TRIMMING TO BE PERFORMED BY OWNER PROVIDED ARBORIST. • GC TO ENSURE THAT ANY CONCRETE WASHOUT DOES NOT OCCUR WITHIN THE CRZ OF ANY TREES. • GC TO AVOID TRENCHING WITHIN 1/2 CRZ OF ANY TREES. • IN AREAS WHERE SILT FENCE IS LOCATED WITHIN THE 1/2 CRZ OF ANY PROTECTED TREE, A MULCH SOCK IS TO BE USED IN-PLACE OF SILT FENCE. • TREE PROTECTION FENCING MUST BE ON GRADE (FLAT POST BASES WEIGHTED DOWN WITH SAND BAGS) AND MUST ENCOMPASS THE ¼ CRZ AT MINIMUM.TREE LEGENDMarkComments243023" LIVE OAK243120" LIVE OAK243620"/17" LIVE OAK244512"/10"/10" SPANISH OAK CONCEPT RENDER FOR REFERENCE ONLY ISSUED DATE 02/08/2023 PROJECT NUMBER 2303 PERMIT GENERAL NOTES VICINITY MAP 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. 5304 WESTERN HILLS DRIVE AUSTIN, TX 78731 SYMBOL LEGEND TRUE NORTH 1 / A3.0 1 A101 1 1 1 1 A3.0 A3.0 1 1 A3.0 1 A3.0 ELEVATION INTERIOR ELEVATION BUILDING SECTION WALL SECTION SECTION DETAIL DETAIL ROOM NAME 1.01 ROOM NAME NUMBER DOOR NUMBER WINDOW TYPE PARTITION TYPE PLUMBING FIXTURE TYPE TOILET ACCESORY TYPE FINISH KEY REVISION TAG 1.01 A1 A TA-1 A-1 1 OWNER CATHERINE AND SCOTT WORLEY SMITH STRUCTURAL ENGINEERS STRUCTURAL ENGINEER LANDSCAPE WORD + CARR DESIGN GROUP ARCHITECT 9701 Brodie Ln A-204 Austin, TX 78748 WHIT SMITH, P.E. whit@smith-structural.com 512.478.5281 2201 N Lamar Blvd Austin, TX 78705 LAURA BRYANT laura@wordandcarr.com 512.440.0013 PROJECT TEAM 5304 Western Hills Drive Austin, TX 78731 ARCHITECT OUTWARD ARCHITCTURE Joe Boyle, AIA joe@outwardarchitecture.com 347.409.4457 GENERAL CONTRACTOR MIARS CONSTRUCTION INTERIOR DESIGNER Jason Miars jason@miarsconstruction.com 512.750.9519 SHANNON EDDINGS INTERIORS 3908 Avenue B Suite 102 Austin, TX 78751 Shannon Eddings shannon@shannoneddings.com 512.496.7578 ZONING & CODE ANALYSIS LEGAL DESCRIPTION LOT 3 RIDGE OAK PARK ADDITION PARCEL ID ZONING BUILDING CODES 0131030138 SF-3 2021 INTERNATIONAL BUILDING CODE 2021 UNIFORM MECHANICAL CODE 2021 UNIFORM PLUMBING CODE 2020 NATIONAL ELECTRIC CODE 2021 INTERNATIONAL ENERGY CONSERVATION CODE 2018 INTERNATIONAL SWIMMING POOL AND SPA CODE UNIFIED DEVELOPMENT CODE BUILDING DESCRIPTION 1-STORY WOOD FRAME SINGLE FAMILY RESIDENCE LEGAL JURISDICTION CITY OF AUSTIN, TRAVIS COUNTY OCCUPANCY CLASSIFICATION R-3 TYPE OF CONSTRUCTION FIRE SPRINKLER V-B TBD DRAWING INDEX ARCHITECTURAL G000 G002 G003 G004 G005 D101 D102 D103 A001 A002 A100 A111 A121 A131 A141 A201 A202 A203 A204 A301 A302 COVER SHEET SITE AREA PLANS BUILDING AREA PLANS COA SUBCHAPTER F AE CLEARANCE ENVELOPE EXHIBIT DEMOLITION FLOOR PLANS DEMOLITION PHOTOS DEMOLITION PHOTOS ARCHITECTURAL SITE PLAN CONSTRUCTION STAGING SITE PLAN KEY PLAN FIRST FLOOR PLAN ROOF PLAN CABANA FLOOR PLAN CABANA ROOF PLAN EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS — POOL BUILDING SECTIONS BUILDING SECTIONS E C N E D I S E R S L L I H N R E T S E W I E V R D S L L I H N R E T S E W 4 0 3 5 1 3 7 8 7 X T , N I T S U A G000 COVER SHEET . l f a n o i s s e o r P n g i s e D e h t t c a t n o c , r e u t a n g i s r o l a e s e h t f o y t i l i b a c i l p p a r o y t i d i l a v e h t y f i r e v o T . t n e m u c o d h c u s f o e s u d e z i r o h t u a n u r o , n o i t p u r r o c , n o i t a c i f i d o m t n e u q e s b u s y n a r o f l e b i s n o p s e r t o n s i r r e u t c e t i h c A d a w t u O r . r r r e u t c e t i h c A d a w t u O y b d e h s i l b u p y l l a n g i i r o s a t n e m u c o d s i h t f o n o i s r e v t a h t o t s a y n o e v i t c e l f f e s i r e u t a n g i s r o l i a e s c n o r t c e e s ' l l f a n o i s s e o r P n g i s e D e h T M P 7 4 : 4 1 : 6 4 2 0 2 / 7 / 2 | | r r e u t c e t i h c A d a w t u O © r SITE AREA CALCULATIONS RW3 Y4 DR1 CP1.1 Y5 G5 RW1 Y6 RW2 Y3 SW1 UC1 G4 SW2 CP3.1 G3 G1 UP1 Y1 G2 UP UP UP2 C1 Y2 UP3 UP UP PL1 CP2.1 UC2 C2 . l f a n o i s s e o r P n g i s e D e h t t c a t n o c , r e u t a n g i s r o l a e s e h t f o y t i l i b a c i l p p a r o y t i d i l a v e h t y f i r e v o T . t n e m u c o d h c u s f o e s u d e z i r o h t u a n u r o , n o i t p u r r o c , n o i t a c i f i d o m t n e u q e s b u s y n a r o f l e b i s n o p s e r t o n s i r r e u t c e t i h c A d a w t u O r . r r r e u t c e t i h c A d a w t u O y b d e h s i l b u p y l l a n g i i r o s a t n e m u c o d s i h t f o n o i s r e v t a h t o t s a y n o e v i t c e l f f e s i r e u t a n g i s r o l i a e s c n o r t c e e s ' l l f a n o i s s e o r P n g i s e D e h T M P 7 5 : 4 1 : 6 4 2 0 2 / 7 / 2 | | r r e u t c e t i h c A d a w t u O © r AREA CALCULATION LEGEND COVERED AREA UNCONDITIONED AREA C# UC# CP1.# COVERED PARKING CP2.# COVERED PATIO CP3.# COVERED PORCH UP# SW# DR# PL# RW# G# Y# UNCOVERED PATIO SIDEWALK DRIVEWAY POOL RETAINING WALL GRAVEL AREA YARD AREA CONDITIONED AREA UNCONDITIONED AREA COVERED AREA UNCOVERED PATIO SIDEWALK DRIVEWAY POOL RETAINING WALL 1 IMPERVIOUS COVER 1/8" = 1'-0" TRUE NORTH PROJECT NORTH ISSUED DATE 02/08/2023 PROJECT NUMBER 2303 PERMIT E C N E D I S E R S L L I H N R E T S E W I E V R D S L L I H N R E T S E W 4 0 3 5 1 3 7 8 7 X T , N I T S U A G002 SITE AREA PLANS AREA CALCULATION LEGEND GROSS FLOOR AREA EXISTING CONDITIONED AREA EXISTING UNCONDITIONED AREA EXISTING COVERED AREA PROPOSED AREA ISSUED DATE 02/08/2023 PROJECT NUMBER 2303 PERMIT EXISTING UNCONDITIONED CLOSET 45 SF EXIST. COVERED O.D./PROPOSED UNCONDITIONED CLOSET 47 SF EXISTING CARPORT 603 SF W/D EXISTING COVERED/PROPOSED CONDITION 62 SF EXISTING COVERED PORCH 137 SF UP PROPOSED ADDITION 16 SF EXISTING CONDITIONED RENO 3820 SF UP UP PROPOSED UNCONDITIONED CLOSET 77 SF PROPOSED ADDITION 49 SF E C N E D I S E R S L L I H N R E T S E W I E V R D S L L I H N R E T S E W 4 0 3 5 1 3 7 8 7 X T , N I T S U A 1 FIRST FLOOR 1/8" = 1'-0" TRUE NORTH PROJECT NORTH G003 BUILDING AREA PLANS . l f a n o i s s e o r P n g i s e D e h t t c a t n o c , r e u t a n g i s r o l a e s e h t f o y t i l i b a c i l p p a r o y t i d i l a v e h t y f i r e v o T . t n e m u c o d h c u s f o e s u d e z i r o h t u a n u r o , n o i t p u r r o c , n o i t a c i f i d o m t n e u q e s b u s y n a r o f l e b i s n o p s e r t o n s i r r e u t c e t i h c A d a w t u O r . r r r e u t c e t i h c A d a w t u O y b d e h s i l b u p y l l a n g i i r o s a t n e m u c o d s i h t f o n o i s r e v t a h t o t s a y n o e v i t c e l f f e s i r e u t a n g i s r o l i a e s c n o r t c e e s ' l l f a n o i s s e o r P n g i s e D e h T M P 6 1 : 5 1 : 6 4 2 0 2 / 7 / 2 | | r r e u t c e t i h c A d a w t u O © r ISSUED DATE 02/08/2023 PROJECT NUMBER 2303 PERMIT " 0 - ' 2 3 " 0 - ' 2 3 32' FROM AV GRADE 857'-5 3/8" CH 25 2.6 SUBCHAPTER E: ARTICLE 1. A ROOF OVERHANG OR EAVE UP TO TWO FEET BEYOND THE SETBACK PLANE. ROOF 119'-8 1/4" T.O.P. CARPORT 116'-8 5/8" T.O.P. LIVING 109'-3" T.O.F.F. CARPORT 108'-6 5/8" T.O.S.F. FOYER 105'-0" T.O.F.F. KITCHEN 103'-0" AVERAGE GRADE 825'-5 3/8" T.O.F.F. LIVING 100'-0" T.O.F.F. POOL 98'-1" 32' FROM AV GRADE 857'-5 3/8" T.O.P. CARPORT 116'-8 5/8" T.O.P. LIVING 109'-3" T.O.F.F. CARPORT 108'-6 5/8" T.O.S.F. FOYER 105'-0" T.O.F.F. KITCHEN 103'-0" AVERAGE GRADE 825'-5 3/8" T.O.F.F. LIVING 100'-0" T.O.F.F. POOL 98'-1" MCMANSION TENT 3 SETBACK PLANE T.O.P. CARPORT 116'-8 5/8" T.O.F.F. CARPORT 108'-6 5/8" T.O.S.F. FOYER 105'-0" T.O.F.F. KITCHEN 103'-0" T.O.F.F. LIVING 100'-0" T.O.F.F. POOL 98'-1" 6 SECTION AT POOL CABANA - TENT 1/8" = 1'-0" CH 25 2.6 SUBCHAPTER E: ARTICLE 1. A ROOF OVERHANG OR EAVE UP TO TWO FEET BEYOND THE SETBACK PLANE. 3 3D TENT — NORTHEAST . l f a n o i s s e o r P n g i s e D e h t t c a t n o c , r e u t a n g i s r o l a e s e h t f o y t i l i b a c i l p p a r o y t i d i l a v e h t y f i r e v o T . t n e m u c o d h c u s f o e s u d e z i r o h t u a n u r o , n o i t p u r r o c , n o i t a c i f i d o m t n e u q e s b u s y n a r o f l e b i s n o p s e r t o n s i r r e u t c e t i h c A d a w t u O r . r r r e u t c e t i h c A d a w t u O y b d e h s i l b u p y l l a n g i i r o s a t n e m u c o d s i h t f o n o i s r e v t a h t o t s a y n o e v i t c e l f f e s i r e u t a n g i s r o l i a e s c n o r t c e e s ' l l f a n o i s s e o r P n g i s e D e h T M P 3 3 : 5 1 : 6 4 2 0 2 / 7 / 2 | | r r e u t c e t i h c A d a w t u O © r 5 WEST TENT 1/8" = 1'-0" B U I L D I N G L I N E 4 EAST TENT 1/8" = 1'-0" 834'-0" 3 '- 0 " 3 8 832'-0" E G LIN DIN UIL B 1 '- 0 " 3 8 0 '- 0 " 3 8 9 '- 0 " 2 8 8 '- 0 " 2 8 7 '- 0 " " 8 2 0 6 '- 2 8 825'-0" 824'-0" 823'-0" 8 2 2 ' - 0 " 821'-0" 8 2 0 ' - 0 " 8 1 9 ' - 0 " 8 1 8 ' - 0 " 8 1 7 ' - 0 " 8 1 6 ' - 0 " - 0 " 8 1 5 ' - 0 " 8 1 4 ' - 0 " 8 1 3 ' - 0 " 8 1 2 ' - 0 " 8 1 1 ' 8 1 0 ' - 0 " 8 0 9 ' - 0 " 8 0 8 ' - 0 " " 0 7 ' - 0 8 8 0 6 ' - 0 " " 0 5 ' - 0 8 " 0 4 ' - 0 8 " 0 3 ' - 803'-0" 803'-0" 0 8 TENT 1 HIGH POINT 835.00' TENT 2 HIGH POINT 834.51' TENT 3 HIGH POINT 833.88' 4 / G004 833.06' HIGHEST NATURAL GRADE ADJACENT TO BUILDING 8 3 3 ' - 0 " - 0 " 8 3 2 ' - 0 " 8 3 1 ' 8 3 0 ' - 0 " 829'-0" 828'-0" 827'-0" 826 '-0 " 825'-0" 824'-0" 823'-0" 822'-0" UP 817.83' LOWEST NATURAL GRADE ADJACENT TO BUILDING 5 / G004 6 G004 40'-0" TENT 2 22'-0 7/8" TENT 3 8 2 1'-0" 8 2 0 ' - 0 " 8 1 9 ' - 0 " 8 1 8 ' - 0 " 8 1 7 ' - 0 " 8 1 6 ' - 0 " 815'-0" 814'-0" 813'-0" 812'-0" 811'-0" 810'-0" 809'-0" 808'-0" LOWEST NATURAL GRADE ADJACENT TO BUILDING: 817.83' HIGHEST NATRUAL GRADE ADJACENT TO BUILDING: 833.06' 40'-0" TENT 1 AVERAGE GRADE = 817.83' + 833.06' / 2 = 825.45' 32' FROM AVERAGE GRADE = 857.45' E C N E D I S E R S L L I H N R E T S E W I E V R D S L L I H N R E T S E W 4 0 3 5 1 3 7 8 7 X T , N I T S U A G004 COA SUBCHAPTER F " 0 - t ' 5 1 " 0 - t ' 5 1 " 0 - t ' 5 1 2 3D TENT — SOUTHEAST 1 SITE PLAN - TENT 1/16" = 1'-0" 7'-6" AE CLEARANCE 4'-0" TYP. 7'-6" AE CLEARANCE 4'-0" TYP. CENTERLINE OF EXISTING POLE CENTERLINE OF EXISTING POLE 15'-0" AE CONDUCTOR RADIUS CLEARANCE 15'-0" AE NEUTRAL CONDUCTOR RADIUS CLEARANCE 15'-0" AE CONDUCTOR RADIUS CLEARANCE 15'-0" AE NEUTRAL CONDUCTOR RADIUS CLEARANCE 4 SECTION AT SOUTHWEST CORNER OF POOL CABANA BATH 3/16" = 1'-0" 3 SECTION AT SOUTHWEST CORNER OF POOL CABANA 3/16" = 1'-0" . l f a n o i s s e o r P n g i s e D e h t t c a t n o c , r e u t a n g i s r o l a e s e h t f o y t i l i b a c i l p p a r o y t i d i l a v e h t y f i r e v o T . t n e m u c o d h c u s f o e s u d e z i r o h t u a n u r o , n o i t p u r r o c , n o i t a c i f i d o m t n e u q e s b u s y n a r o f l e b i s n o p s e r t o n s i r r e u t c e t i h c A d a w t u O r . r r r e u t c e t i h c A d a w t u O y b d e h s i l b u p y l l a n g i i r o s a t n e m u c o d s i h t f o n o i s r e v t a h t o t s a y n o e v i t c e l f f e s i r e u t a n g i s r o l i a e s c n o r t c e e s ' l l f a n o i s s e o r P n g i s e D e h T M P 1 5 : 5 1 : 6 4 2 0 2 / 7 / 2 | | r r e u t c e t i h c A d a w t u O © r T.O.P. CARPORT 116'-8 5/8" T.O.F.F. CARPORT 108'-6 5/8" T.O.S.F. FOYER 105'-0" T.O.F.F. KITCHEN 103'-0" T.O.F.F. LIVING 100'-0" T.O.F.F. POOL 98'-1" T.O.P. CARPORT 116'-8 5/8" T.O.F.F. CARPORT 108'-6 5/8" T.O.S.F. FOYER 105'-0" T.O.F.F. KITCHEN 103'-0" 7'-6" AE CLEARANCE 4'-0" TYP. 15'-0" AE CONDUCTOR RADIUS CLEARANCE CENTERLINE OF EXISTING POLE 15'-0" AE NEUTRAL CONDUCTOR RADIUS CLEARANCE EXISTING NONCOMPLIANT STRUCTURE TO REMAIN T.O.P. CARPORT 116'-8 5/8" T.O.F.F. CARPORT 108'-6 5/8" T.O.S.F. FOYER 105'-0" T.O.F.F. KITCHEN 103'-0" T.O.F.F. LIVING 100'-0" T.O.F.F. POOL 98'-1" 93.59' 0"E 1 28°56'0 N POOL 3 G005 4 G005 1-STORY WOOD STRUCTURE 10' C o A REAR SETBA C K 5'-0" UTILITY EASE MENT EXISTING NONCOMPLIANT STRUCTURE AND ROOF OVERHANG UTILITY POLE N 7 1 ° 4 0 ' 0 0 " E 2 8 . 9 6 ' I L I T Y E A S E M E N T U T 5 ' - 0 " R L = ▲ = 9 1 6 C C B = 0 . D = 6 4 6 2 . 4 = S ° 7 ' 9 2 0 9 ' 9 7 . ° 7 ' 7 4 3 3 3 9 ' ' " 1 0 " E 2 5 '- 0 " B U I L D I N G S E T B A C K 8 3 2 ' - 0 " 8 3 3 ' - 0 " W ESTERN HILLS DRIVE (50' R W) O 834'-0" LOT 3 S58°47'00"E 60.87' 835'-0" LOT 2 3' 8.3 5 0"E 1 8'0 4°3 2 S 5'-0" UTILITY EASEMENT AE CLEARA N CE N60°59'00"W 101.65' AE CLEARA N CE 7'-6" 4'-0" UTILITY POLE OVERHEAD POWER LINE SINGLE FAMILY RESIDENCE 5 BED/4.5 BATH 3,986 SF EXISTING SINGLE STORY WOOD STRUCTURE 2 G005 N61°00'00"W 74.04' 2 SECTION AT SOUTHWEST CORNER OF EXISTING HOUSE 3/16" = 1'-0" 1 SITE PLAN - AE CLEARANCE 1/16" = 1'-0" ISSUED DATE 02/08/2023 PROJECT NUMBER 2303 PERMIT E C N E D I S E R S L L I H N R E T S E W I E V R D S L L I H N R E T S E W 4 0 3 5 1 3 7 8 7 X T , N I T S U A G005 AE CLEARANCE ENVELOPE EXHIBIT ISSUED DATE 02/08/2023 PROJECT NUMBER 2303 PERMIT DEMO LEGEND EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED DEMO AREA WOOD FLOORING WOOD DECKING TILE FLOORING CONCRETE FLOORING 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. 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. 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. 4. PATCH, REPAIR, AND PREPARE ALL SURFACES AS REQUIRED TO ACCOMMODATE NEW FINISHES INDICATED. 5. CONTRACTOR TO BRACE/SHORE EXISTING CONSTRUCTION TO REMAIN. 6. ALL APPLIANCES AND PLUMBING FIXTURES TO BE SALVAGED FOR REUSE OR SALE, COORDINATE WITH OWNER. 7. ALL CASEWORK TO BE REMOVED TO BE SALVAGED FOR REUSE OR DONATION, COORDINATE WITH OWNER. 8. ALL STONE, WOOD CLADDING TO BE SALVAGED, COORDINATE WITH OWNER. 9. ALL DIMENSIONS ARE TO FACE OF EXISTING WALL FINISH U.N.O. . l f a n o i s s e o r P n g i s e D e h t t c a t n o c , r e u t a n g i s r o l a e s e h t f o y t i l i b a c i l p p a r o y t i d i l a v e h t y f i r e v o T . t n e m u c o d h c u s f o e s u d e z i r o h t u a n u r o , n o i t p u r r o c , n o i t a c i f i d o m t n e u q e s b u s y n a r o f l e b i s n o p s e r t o n s i r r e u t c e t i h c A d a w t u O r . r r r e u t c e t i h c A d a w t u O y b d e h s i l b u p y l l a n g i i r o s a t n e m u c o d s i h t f o n o i s r e v t a h t o t s a y n o e v i t c e l f f e s i r e u t a n g i s r o l i a e s c n o r t c e e s ' l l f a n o i s s e o r P n g i s e D e h T M P 3 5 : 5 1 : 6 4 2 0 2 / 7 / 2 | | r r e u t c e t i h c A d a w t u O © r AREA OF ROOF TO BE DEMOLISHED FOR NEW SKYLIGHT, RE: SCHEDULE REMOVE EXISTING ROOFING CLERESTORY WINDOWS AT ROOF POP-UP TO BE DEMOLISHED REMOVE EXISTING ROOFING REMOVE STAIRS REMOVE PLANTER EXISTING STAIR TO BE REMOVED EXISTING SIDEWALK TO BE REMOVED REMOVE PLUMBING FIXTURES, TYP. REMOVE AND REPLACE SKYLIGHT AREA OF ROOF TO BE DEMOLISHED FOR NEW SKYLIGHT KITCHEN TO BE DEMOLISHED REMOVE MILLWORK REMOVE FLATWORK AROUND PERIMETER OF BUILDING, U.N.O REMOVE STAIR REMOVE MILLWORK AREA OF FLATWORK TO REMAIN WOOD PANELING TO REMAIN REMOVE MILLWORK STEEL PLATE TO BE REMOVED, PONY WALL TO REMAIN REMOVE STAIR AREA OF FLATWORK TO REMAIN REMOVE STAIR REMOVE FLATWORK AROUND PERIMETER OF BUILDING, U.N.O. EXISTING FIREBOX TO BE DEMOLISHED, CHIMNEY TO REMAIN REMOVE RAILING, TYP. 2 ROOF PLAN - DEMOLITION 1/8" = 1'-0" 1 FIRST FLOOR PLAN - DEMOLITION 1/8" = 1'-0" TRUE NORTH PROJECT NORTH E C N E D I S E R S L L I H N R E T S E W I E V R D S L L I H N R E T S E W 4 0 3 5 1 3 7 8 7 X T , N I T S U A D101 DEMOLITION FLOOR PLANS . l f a n o i s s e o r P n g i s e D e h t t c a t n o c , r e u t a n g i s r o l a e s e h t f o y t i l i b a c i l p p a r o y t i d i l a v e h t y f i r e v o T . t n e m u c o d h c u s f o e s u d e z i r o h t u a n u r o , n o i t p u r r o c , n o i t a c i f i d o m t n e u q e s b u s y n a r o f l e b i s n o p s e r t o n s i r r e u t c e t i h c A d a w t u O r . r r r e u t c e t i h c A d a w t u O y b d e h s i l b u p y l l a n g i i r o s a t n e m u c o d s i h t f o n o i s r e v t a h t o t s a y n o e v i t c e l f f e s i r e u t a n g i s r o l i a e s c n o r t c e e s ' l l f a n o i s s e o r P n g i s e D e h T M P 4 5 : 5 1 : 6 4 2 0 2 / 7 / 2 | | r r e u t c e t i h c A d a w t u O © r REPLACE WITH NEW FIXED WINDOW REMOVE FLATWORK, STAIRS, RAILING, AND STONE WALL AROUND PERIMETER OF HOUSE ADD NEW STUCCO WALL REPLACE STUCCO WITH WOOD BATTENS REPLACE CLADDING WITH WOOD BATTENS NEW CORNER WINDOW REMOVING FOR NEW WINDOWS REPLACE CLADDING ABOVE AND BELOW WINDOWS WITH WOOD BATTENS REMOVE AND REPLACE WITH NEW WOOD SIDING REPLACE WINDOWS IN EXISTING OPENINGS ALL SIDING TO BE REPLACED, SAME SIZE AND PROPORTION AS EXISTING REMOVING FOR NEW SLIDING GLASS DOOR TO PRIMARY BEDROOM REMOVING PERIMETER PATIOS, RAIL, AND STONE WALLS REPLACE WINDOW IN EXISTING OPENING NORTH AND WEST ELEVATION WEST ELEVATION - 1 NORTH ELEVATION - 2 NORTH ELEVATION - 1 ISSUED DATE 02/08/2023 PROJECT NUMBER 2303 PERMIT REPLACE CLADDING WITH WOOD BATTENS REPLACE WITH NEW SLIDING DOOR REPLACE WITH NEW WINDOWS REPLACE CLADDING WITH WOOD BATTENS REPLACING STUCCO WITH WOOD BATTENS REMOVING FOR NEW CORNER WINDOW E C N E D I S E R S L L I H N R E T S E W I E V R D S L L I H N R E T S E W 4 0 3 5 1 3 7 8 7 X T , N I T S U A D102 DEMOLITION PHOTOS REPLACING STUCCO WITH WOOD BATTENS ALL SIDING TO BE REPLACED, SAME SIZE AND PROPORTION AS EXISTING REMOVING AND REPLACING WITH NEW WINDOWS, RE: 1/A2.2 ALL SIDING TO BE REPLACED, SAME SIZE AND PROPORTION AS EXISTING REMOVING AND REPLACING WITH NEW WINDOWS, RE: 1/A2.2 . l f a n o i s s e o r P n g i s e D e h t t c a t n o c , r e u t a n g i s r o l a e s e h t f o y t i l i b a c i l p p a r o y t i d i l a v e h t y f i r e v o T . t n e m u c o d h c u s f o e s u d e z i r o h t u a n u r o , n o i t p u r r o c , n o i t a c i f i d o m t n e u q e s b u s y n a r o f l e b i s n o p s e r t o n s i r r e u t c e t i h c A d a w t u O r . r r r e u t c e t i h c A d a w t u O y b d e h s i l b u p y l l a n g i i r o s a t n e m u c o d s i h t f o n o i s r e v t a h t o t s a y n o e v i t c e l f f e s i r e u t a n g i s r o l i a e s c n o r t c e e s ' l l f a n o i s s e o r P n g i s e D e h T M P 5 5 : 5 1 : 6 4 2 0 2 / 7 / 2 | | r r e u t c e t i h c A d a w t u O © r EAST ELEVATION - 1 EAST AND SOUTH ELEVATION REPLACING STUCCO WITH WOOD BATTENS REMOVING AND REPLACING WITH NEW WINDOWS REMOVING FENCE AND HVAC PAD, HVAC PAD TO BE RELOCATED ALL SIDING TO BE REPLACED, SAME SIZE AND PROPORTION AS EXISTING INFILL STUCCO WALL TO MATCH EXISTING SOUTH ELEVATION - 2 SOUTH ELEVATION - 1 ISSUED DATE 02/08/2023 PROJECT NUMBER 2303 PERMIT REPLACING WINDOW IN EXISTING OPENING REMOVING AND REPLACING WITH WOOD BATTENS INFILLING WITH EXTERIOR WALL REMOVING FOR NEW EXTERIOR DOOR ALL SIDING TO BE REPLACED, SAME SIZE AND PROPORTION AS EXISTING NEW WOOD GATE BEYOND E C N E D I S E R S L L I H N R E T S E W I E V R D S L L I H N R E T S E W 4 0 3 5 1 3 7 8 7 X T , N I T S U A D103 DEMOLITION PHOTOS N 7 1 ° 4 0 ' 0 0 " E 2 8 . 9 6 ' T Y E A S E M E N T I L I U T 5 ' - 0 " E O E O R L = ▲ = 1 9 6 C C B = 0 . D = 6 4 6 2 . 4 = S ° 7 ' 9 2 0 9 9 7 . ° 7 ' 7 4 3 ' 3 3 9 ' ' " 1 0 " E E O 803'-0" 804'-0" 805'-0" 806'-0" 0 7'- 0 " 8 8 0 8'- 0 " 8 0 9'- 0 " 8 1 0'- 0 " 8 1 1'- 0 " 8 1 2'- 0 " 8 1 3'- 0 " 8 1 4'- 0 " 8 1 5'- 0" 8 1 6'- 0" 8 8 1 819'-0" 1 7'- 8'-0 0" " 820'-0" 821'-0" 822'-0" 823'-0" 824'-0" 825'-0" 8 2 6 ' - 0 " 8 2 7 ' - 0 " 8 2 8 ' - 0 " 8 2 9 ' - 0 " 8 3 0 ' - 0 " 8 3 1 ' - 0 " 8 3 2 ' - 0 " PRIVACY FENCE, RE: LANDSCAPE E O E O BENCH, RE: LANDSCAPE E O 9' 3.5 9 0"E 1 6'0 8°5 2 N E O E O ENT 5'-0" UTILITY EASEM STEEL PLANTER E O 816' - 9 3/4" ADJACENT GRADE 813' - 10 1/2" ADJACENT GRADE 816' - 8" ADJACENT GRADE 817' - 6" 820' - 6" 5'-0" 5'-0" POOL 824' - 0" 824' - 4 7/8" NEW POOL DECK 822' - 5 7/8" UP 827' - 0" 824' - 0" 8 0 9 ' - 0 " 8 1 0 '- 0 " 8 1 1 '- 0 " 8 1 2'- 0 " OE 8 1 3 '- 0 " 8 1 4 '- 0 " 8 1 5 '- 0 " N60°59'00"W 101.65' 3'-1 1/4" 8 1 7 ' - 0 " OE 8 1 6'- 0 " 1-STORY WOOD STRUCTURE 8 1 8 ' - 0 " 8 1 9 ' - 0 " 10' C o A REAR SETBA C K 8 2 0 ' - 0 " 5'-0" UTILITY EASE OE 821'-0" M ENT OUTDOOR KITCHEN EDGE OF ROOF ABOVE 822' - 5 7/8" UTILITY POLE E O 8 0 8 ' - 0 " OE 2 5 '- 0 " B U I L D I N G S E T B A C K RE: LANDSCAPE FOR SITE DESIGN 826' - 6" 827' - 4 3/8" 8 3 3 ' - 0 " W ESTER (50' R N HILLS D O W) RIVE EXISTING RETAINING WALLS TO REMAIN NEW GATE, RE: LANDSCAPE OUTDOOR SHOWER LOT 3 834'-0" S58°47'00"E 60.87' 835'-0" W W LOT 2 EXISTING DRIVEWAY TO REMAIN NEW STAIR AT EXISTING LOCATION, RE: LANDSCAPE NEW SIDEWALK, RE: LANDSCAPE EXISTING CONCRETE PORCH TO REMAIN EXISTING RETAINING WALL TO REMAIN 2430 2431 832' - 11 5/8" G EXISTING CARPORT TO REMAIN 829' - 5 5/8" 829' - 3 1/4" 829' - 5 5/8" SINGLE FAMILY RESIDENCE 5 BED/4.5 BATH 4,149 SF EXISTING SINGLE STORY WOOD STRUCTURE 827' - 4 7/8" 833' - 0 1/4" 829' - 4 7/8" 832' - 11" EXISTING RETAINING WALL TO REMAIN EDGE OF ROOF ABOVE NEW WOOD FENCE AND GATE, RE: LANDSCAPE 3' 8.3 5 0"E 1 8'0 4°3 2 S NEW WOOD FENCE RE: LANDSCAPE FOR SITE DESIGN 2445 8 22'-0" OE 823'-0" LAWN, RE: LANDSCAPE NEW CANTILEVERED BAY WINDOW WOOD FENCE AND GATE, RE: LANDSCAPE UTILITY POLE E 824'-0" OE 8 2 5'- 0 " 8 2 6 ' - 0 " 8 2 7'- 0" OE 8 2 8'- 0 " N61°00'00"W 74.04' 8 29'-0" OE 8 3 0 ' - 0 " TREE LEGEND Mark 2430 2431 2436 2445 Comments 23" LIVE OAK 20" LIVE OAK 20"/17" LIVE OAK 12"/10"/10" SPANISH OAK 2436 8 3 1 ' - 0 " OE 8 3 2 ' - 0 " 8 3 3 ' - 0 " OE 1 SITE PLAN 1" = 10'-0" TRUE NORTH PROJECT NORTH SITE PLAN - LEGEND PROPOSED ADDITION EXISTING TO REMAIN 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 ] ] IRON FENCE TREE PROTECTION NOTES: • PROVIDE 5' TALL CHAIN LINK MESH TREE PROTECTION FENCING PER CITY OF AUSTIN REQUIREMENTS AND 8" MULCH GROUND COVER DURING CONSTRUCTION AROUND ALL TREES IN THE CONSTRUCTION AREA. • PROVIDE BREATHABLE RUBBER MAT OVER 8" MULCH AT LOCATIONS WHERE TREE PROTECTION FENCING IS NOT POSSIBLE. • WRAP 2X4 BOARDS AROUND ALL TREE TRUNKS ON SITE OR IN ADJACENT RIGHT OF WAY DURING CONSTRUCTION. • ALL LIMBS AND TREE TRIMMING TO BE PERFORMED BY OWNER PROVIDED ARBORIST. • GC TO ENSURE THAT ANY CONCRETE WASHOUT DOES NOT OCCUR WITHIN THE CRZ OF ANY TREES. • GC TO AVOID TRENCHING WITHIN 1/2 CRZ OF ANY TREES. • IN AREAS WHERE SILT FENCE IS LOCATED WITHIN THE 1/2 CRZ OF ANY PROTECTED TREE, A MULCH SOCK IS TO BE USED IN- PLACE OF SILT FENCE. • TREE PROTECTION FENCING MUST BE ON GRADE (FLAT POST BASES WEIGHTED DOWN WITH SAND BAGS) AND MUST ENCOMPASS THE ¼ CRZ AT MINIMUM. GENERAL NOTES: 1. NO UNDERGROUND UTILITY TRENCHES PERMITTED IN THE 1/2 CRITICAL ROOT ZONE. 2. NO ACCESS, PARKING OR MATERIAL STORAGE WITHIN THE LIMITS OF THE TREE PROTECTION FENCE. 3. ALL ROOT CUTS TO BE CLEAN (NO FRAYED EDGES) 4. FERTILIZE TREE ROOTS AND PROVIDE IRRIGATION DURING CONSTRUCTION. 5. NO UNDERGROUND UTILITY TRENCHING WITHIN 12' OF TREE TRUNKS. 6. PROVIDE 5' TALL CHAIN LINK MESH TREE PROTECTION FENCING PER CITY OF AUSTIN REQUIREMENTS AND 8" MULCH GROUND COVER DURING CONSTRUCTION AROUND ALL TREES IN THE CONSTRUCTION AREA. 7. PROVIDE BREATHABLE RUBBER MAT OVER 8" MULCH AT LOCATIONS WHERE TREE PROTECTION FENCING IS NOT POSSIBLE. 8. WRAP 2X4 BOARDS AROUND ALL TREE TRUNKS ON SITE OR IN ADJACENT RIGHT OF WAY DURING CONSTRUCTION. 9. ALL LIMBS AND TREE TRIMMING TO BE PERFORMED BY OWNER PROVIDED ARBORIST. 10. GC TO ENSURE THAT ANY CONCRETE WASHOUT DOES NOT OCCUR WITHIN THE CRZ OF ANY TREES. 11. GC TO AVOID TRENCHING WITHIN 1/2 CRZ OF ANY TREES. 12. IN AREAS WHERE SILT FENCE IS LOCATED WITHIN THE 1/2 CRZ OF ANY PROTECTED TREE, A MULCH SOCK IS TO BE USED IN-PLACE OF SILT FENCE. 13. TREE PROTECTION FENCING MUST BE ON GRADE (FLAT POST BASES WEIGHTED DOWN WITH SAND BAGS) AND MUST ENCOMPASS THE ¼ CRZ AT MINIMUM. 14. MINIMIZE DISTURBANCE OF EXISTING GRADE AND LANDSCAPE WHEREVER POSSIBLE, WHILE PROVIDING POSITIVE DRAINAGE AWAY FROM HOUSE. 15. AFTER CONSTRUCTION, AIRSPADE ALL TREES WHERE CONSTRUCTION ACTIVITIES HAVE COMPACTED SOIL WITHIN CRITICAL ROOT ZONE. 16. PROVIDE AND MAINTAIN AN EROSION CONTROL SYSTEM WITH APPROPRIATE DEVICES PER STATUTORY REQUIREMENTS. 17. NOTIFY APPROPRIATE AUTHORITY TO LOCATE EXISTING UTILITY LINES AND PROTECT ALL UTILITIES FROM EXCAVATION OR SIMILAR HAZARDS. 18. PROTECT STRUCTURES, SIDEWALKS, PAVEMENTS AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT AND OTHER HAZARDS. 19. REFERENCE LIST OF FINISHES FOR FLATWORK. USE 1X4 REDWOOD AT ALL CONTROL JOINTS. 20. GRAVEL (BY LANDSCAPE): RAINBOW PEA GRAVEL (FINAL COLOR SELECTION TO BE APPROVED BY ARCHITECT) FOR AREAS AS SPECIFIED ON DRAWINGS. 21. STONE PAVERS (BY LANDSCAPE): REFERENCE LIST OF FINISHES: 2 1/4" THICK PAVERS, SET PAVERS IN SAND BED OVER MINIMUM 6" LAYER OF COMPACTED FILL. PAVERS ARE TO BE BUTTED TIGHT WITH MINIMAL JOINTS THAT REQUIRE NO GROUT. 22. STEEL EDGING AND RETAINING WALLS (BY LANDSCAPE): REFERENCE DIVISION 5 SPECIFICATIONS. 23. ALL DIMENSIONS ARE TO FACE OF FOUNDATION UNLESS OTHERWISE NOTED. ISSUED DATE 02/08/2023 PROJECT NUMBER 2303 PERMIT E C N E D I S E R S L L I H N R E T S E W I E V R D S L L I H N R E T S E W 4 0 3 5 1 3 7 8 7 X T , N I T S U A A001 ARCHITECTURAL SITE PLAN . l f a n o i s s e o r P n g i s e D e h t t c a t n o c , r e u t a n g i s r o l a e s e h t f o y t i l i b a c i l p p a r o y t i d i l a v e h t y f i r e v o T . t n e m u c o d h c u s f o e s u d e z i r o h t u a n u r o , n o i t p u r r o c , n o i t a c i f i d o m t n e u q e s b u s y n a r o f l e b i s n o p s e r t o n s i r r e u t c e t i h c A d a w t u O r . r r r e u t c e t i h c A d a w t u O y b d e h s i l b u p y l l a n g i i r o s a t n e m u c o d s i h t f o n o i s r e v t a h t o t s a y n o e v i t c e l f f e s i r e u t a n g i s r o l i a e s c n o r t c e e s ' l l f a n o i s s e o r P n g i s e D e h T M P 0 1 : 6 1 : 6 4 2 0 2 / 7 / 2 | | r r e u t c e t i h c A d a w t u O © r N 7 1 ° 4 0 ' 0 0 " E 2 8 . 9 6 ' T Y E A S E M E N T I L I U T 5 ' - 0 " E O E O R L = ▲ = 1 9 6 C C B = 0 . D = 6 4 6 2 . 4 = S ° 7 ' 9 2 0 9 9 7 . ° 7 ' 7 4 3 ' 3 3 9 ' ' " 1 0 " E E O 803'-0" 804'-0" 805'-0" 806'-0" 0 7'- 0 " 8 8 0 8'- 0 " 8 0 9'- 0 " 8 1 0'- 0 " 8 1 1'- 0 " 8 1 2'- 0 " 8 1 3'- 0 " 8 1 4'- 0 " 8 1 5'- 0" 8 1 6'- 0" 8 8 1 819'-0" 1 7'- 8'-0 0" " 820'-0" 821'-0" 822'-0" 823'-0" 824'-0" 825'-0" 8 2 6 ' - 0 " 8 2 7 ' - 0 " 8 2 8 ' - 0 " 8 2 9 ' - 0 " 8 3 0 ' - 0 " 8 3 1 ' - 0 " 8 3 2 ' - 0 " 2 5 '- 0 " B U I L D I N G S E T B A C K CONSTRUCTION ACCESS PATH CONCRETE WASHOUT PAINT WASHOUT SPOILS PLACEMENT PORTABLE TOILET MATERIAL STAGING E O E O E O 9' 3.5 9 0"E 1 6'0 8°5 2 N E O 5'-0" 5'-0" POOL E O ENT 5'-0" UTILITY EASEM E O UP SINGLE FAMILY RESIDENCE 5 BED/4.5 BATH 3,986 SF EXISTING SINGLE STORY WOOD STRUCTURE UTILITY POLE E O 8 0 8 ' - 0 " OE 8 0 9 ' - 0 " 8 1 0 '- 0 " 8 1 1 '- 0 " 8 1 2'- 0 " OE 8 1 3 '- 0 " 8 1 4 '- 0 " 8 1 5 '- 0 " N60°59'00"W 101.65' 3'-1 1/4" 8 1 6'- 0 " 8 1 7 ' - 0 " OE 1-STORY WOOD STRUCTURE LAWN 8 1 8 ' - 0 " 8 1 9 ' - 0 " 10' C o A REAR SETBA C K 8 2 0 ' - 0 " 5'-0" UTILITY EASE OE 821'-0" M ENT MATERIAL STAGING 8 3 3 ' - 0 " W ESTER (50' R N HILLS D O W) RIVE EXISTING FLATWORK 834'-0" LOT 3 S58°47'00"E 60.87' X X X TEMPORARY DUMPSTER X 835'-0" W W X X LOT 2 X X X X X X X 2430 2431 X X X G X H T A P S S E C C A N O I T C U R T S N O C NEW WOOD GATE X X X X X X X 3' 8.3 5 0"E 1 8'0 4°3 2 S X X NEW WOOD FENCE 2445 8 22'-0" OE 823'-0" WOOD FENCE AND GATE UTILITY POLE E 824'-0" OE 8 2 5'- 0 " 8 2 6 ' - 0 " 8 2 7'- 0" OE 8 2 8'- 0 " N61°00'00"W 74.04' 8 29'-0" X X X X X X 8 3 1 ' - 0 " OE 8 3 0 ' - 0 " X X 2436 OE 8 3 2 ' - 0 " X 8 3 3 ' - 0 " X OE TREE LEGEND Mark 2430 2431 2436 2445 Comments 23" LIVE OAK 20" LIVE OAK 20"/17" LIVE OAK 12"/10"/10" SPANISH OAK 1 CONSTRUCTION STAGING SITE PLAN 1" = 10'-0" TRUE NORTH PROJECT NORTH SITE PLAN - LEGEND PROPOSED ADDITION EXISTING TO REMAIN 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 PERMIT ISSUED DATE 02/08/2023 PROJECT NUMBER 2303 IRON FENCE ] X ] X 6' TALL TEMPORARY CHAIN LINK FENCE OR VERTICAL 2X4 BOARDS AROUND TREE TRUNKS 8" LAYER OF MULCH TREE PROTECTION NOTES: • PROVIDE 5' TALL CHAIN LINK MESH TREE PROTECTION FENCING PER CITY OF AUSTIN REQUIREMENTS AND 8" MULCH GROUND COVER DURING CONSTRUCTION AROUND ALL TREES IN THE CONSTRUCTION AREA. • PROVIDE BREATHABLE RUBBER MAT OVER 8" MULCH AT LOCATIONS WHERE TREE PROTECTION FENCING IS NOT POSSIBLE. • WRAP 2X4 BOARDS AROUND ALL TREE TRUNKS ON SITE OR IN ADJACENT RIGHT OF WAY DURING CONSTRUCTION. • ALL LIMBS AND TREE TRIMMING TO BE PERFORMED BY OWNER PROVIDED ARBORIST. • GC TO ENSURE THAT ANY CONCRETE WASHOUT DOES NOT OCCUR WITHIN THE CRZ OF ANY TREES. • GC TO AVOID TRENCHING WITHIN 1/2 CRZ OF ANY TREES. • IN AREAS WHERE SILT FENCE IS LOCATED WITHIN THE 1/2 CRZ OF ANY PROTECTED TREE, A MULCH SOCK IS TO BE USED IN- PLACE OF SILT FENCE. • TREE PROTECTION FENCING MUST BE ON GRADE (FLAT POST BASES WEIGHTED DOWN WITH SAND BAGS) AND MUST ENCOMPASS THE ¼ CRZ AT MINIMUM. GENERAL NOTES: 1. NO UNDERGROUND UTILITY TRENCHES PERMITTED IN THE 1/2 CRITICAL ROOT ZONE. 2. NO ACCESS, PARKING OR MATERIAL STORAGE WITHIN THE LIMITS OF THE TREE PROTECTION FENCE. 3. ALL ROOT CUTS TO BE CLEAN (NO FRAYED EDGES) 4. FERTILIZE TREE ROOTS AND PROVIDE IRRIGATION DURING CONSTRUCTION. 5. NO UNDERGROUND UTILITY TRENCHING WITHIN 12' OF TREE TRUNKS. 6. PROVIDE 5' TALL CHAIN LINK MESH TREE PROTECTION FENCING PER CITY OF AUSTIN REQUIREMENTS AND 8" MULCH GROUND COVER DURING CONSTRUCTION AROUND ALL TREES IN THE CONSTRUCTION AREA. 7. PROVIDE BREATHABLE RUBBER MAT OVER 8" MULCH AT LOCATIONS WHERE TREE PROTECTION FENCING IS NOT POSSIBLE. 8. WRAP 2X4 BOARDS AROUND ALL TREE TRUNKS ON SITE OR IN ADJACENT RIGHT OF WAY DURING CONSTRUCTION. 9. ALL LIMBS AND TREE TRIMMING TO BE PERFORMED BY OWNER PROVIDED ARBORIST. 10. GC TO ENSURE THAT ANY CONCRETE WASHOUT DOES NOT OCCUR WITHIN THE CRZ OF ANY TREES. 11. GC TO AVOID TRENCHING WITHIN 1/2 CRZ OF ANY TREES. 12. IN AREAS WHERE SILT FENCE IS LOCATED WITHIN THE 1/2 CRZ OF ANY PROTECTED TREE, A MULCH SOCK IS TO BE USED IN-PLACE OF SILT FENCE. 13. TREE PROTECTION FENCING MUST BE ON GRADE (FLAT POST BASES WEIGHTED DOWN WITH SAND BAGS) AND MUST ENCOMPASS THE ¼ CRZ AT MINIMUM. 14. MINIMIZE DISTURBANCE OF EXISTING GRADE AND LANDSCAPE WHEREVER POSSIBLE, WHILE PROVIDING POSITIVE DRAINAGE AWAY FROM HOUSE. 15. AFTER CONSTRUCTION, AIRSPADE ALL TREES WHERE CONSTRUCTION ACTIVITIES HAVE COMPACTED SOIL WITHIN CRITICAL ROOT ZONE. 16. PROVIDE AND MAINTAIN AN EROSION CONTROL SYSTEM WITH APPROPRIATE DEVICES PER STATUTORY REQUIREMENTS. 17. NOTIFY APPROPRIATE AUTHORITY TO LOCATE EXISTING UTILITY LINES AND PROTECT ALL UTILITIES FROM EXCAVATION OR SIMILAR HAZARDS. 18. PROTECT STRUCTURES, SIDEWALKS, PAVEMENTS AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT AND OTHER HAZARDS. 19. REFERENCE LIST OF FINISHES FOR FLATWORK. USE 1X4 REDWOOD AT ALL CONTROL JOINTS. 20. GRAVEL (BY LANDSCAPE): RAINBOW PEA GRAVEL (FINAL COLOR SELECTION TO BE APPROVED BY ARCHITECT) FOR AREAS AS SPECIFIED ON DRAWINGS. 21. STONE PAVERS (BY LANDSCAPE): REFERENCE LIST OF FINISHES: 2 1/4" THICK PAVERS, SET PAVERS IN SAND BED OVER MINIMUM 6" LAYER OF COMPACTED FILL. PAVERS ARE TO BE BUTTED TIGHT WITH MINIMAL JOINTS THAT REQUIRE NO GROUT. 22. STEEL EDGING AND RETAINING WALLS (BY LANDSCAPE): REFERENCE DIVISION 5 SPECIFICATIONS. 23. ALL DIMENSIONS ARE TO FACE OF FOUNDATION UNLESS OTHERWISE NOTED. E C N E D I S E R S L L I H N R E T S E W I E V R D S L L I H N R E T S E W 4 0 3 5 1 3 7 8 7 X T , N I T S U A A002 CONSTRUCTION STAGING SITE PLAN . l f a n o i s s e o r P n g i s e D e h t t c a t n o c , r e u t a n g i s r o l a e s e h t f o y t i l i b a c i l p p a r o y t i d i l a v e h t y f i r e v o T . t n e m u c o d h c u s f o e s u d e z i r o h t u a n u r o , n o i t p u r r o c , n o i t a c i f i d o m t n e u q e s b u s y n a r o f l e b i s n o p s e r t o n s i r r e u t c e t i h c A d a w t u O r . r r r e u t c e t i h c A d a w t u O y b d e h s i l b u p y l l a n g i i r o s a t n e m u c o d s i h t f o n o i s r e v t a h t o t s a y n o e v i t c e l f f e s i r e u t a n g i s r o l i a e s c n o r t c e e s ' l l f a n o i s s e o r P n g i s e D e h T M P 3 2 : 6 1 : 6 4 2 0 2 / 7 / 2 | | r r e u t c e t i h c A d a w t u O © r 1 A121 1 A111 CARPORT CLOSET CLOSET OFFICE CLOSET ENTRY FRONT PORCH 1 L L A H LAUNDRY H T A B E C I F F O MECH N. PANTRY POWDER KITCHEN PRIMARY SHOWER PRIMARY TOILET PRIMARY BATH GUEST BATH GUEST BED FITNESS GUEST CLOSET LINEN HALL 2 . S H C E M CLOSET BEE'S CLOSET PRIMARY CLOSET BEE'S BATH DINING FAMILY PLAYROOM BEE'S BEDROOM PRIMARY BED FOYER CLOSET UP MUSIC ROOM LIVING POOL E G A R O T S L O O P POOL BATH UP 1 A131 1 A141 2 KEY PLAN — ROOF 1/8" = 1'-0" TRUE NORTH PROJECT NORTH 1 KEY PLAN 1/8" = 1'-0" TRUE NORTH PROJECT NORTH . l f a n o i s s e o r P n g i s e D e h t t c a t n o c , r e u t a n g i s r o l a e s e h t f o y t i l i b a c i l p p a r o y t i d i l a v e h t y f i r e v o T . t n e m u c o d h c u s f o e s u d e z i r o h t u a n u r o , n o i t p u r r o c , n o i t a c i f i d o m t n e u q e s b u s y n a r o f l e b i s n o p s e r t o n s i r r e u t c e t i h c A d a w t u O r . r r r e u t c e t i h c A d a w t u O y b d e h s i l b u p y l l a n g i i r o s a t n e m u c o d s i h t f o n o i s r e v t a h t o t s a y n o e v i t c e l f f e s i r e u t a n g i s r o l i a e s c n o r t c e e s ' l l f a n o i s s e o r P n g i s e D e h T M P 6 2 : 6 1 : 6 4 2 0 2 / 7 / 2 | | r r e u t c e t i h c A d a w t u O © r ISSUED DATE 02/08/2023 PROJECT NUMBER 2303 PERMIT E C N E D I S E R S L L I H N R E T S E W I E V R D S L L I H N R E T S E W 4 0 3 5 1 3 7 8 7 X T , N I T S U A A100 KEY PLAN A B C 1 A301 2 A301 E 3 A301 H +/-12'-5 1/4" V.I.F. +/-13'-9 3/4" V.I.F. +/-25'-7 1/2" V.I.F. +/-47'-6" V.I.F. 2 / A202 XF CARPORT 134 XB XB XE XE 832' - 11 5/8" 6'-4 1/2" 1.33A 1 / 2 " 1 A404 W/D 832' - 11" 1.36 1.35B 1.35A CLOSET 136 XE CLOSET 135 CLOSET 132 ENTRY 133 IA 833' - 0 1/4" 1 1/4" B 3 3 . 1 IA 3 / A203 SMOKE/CO DETECTOR ABOVE, TYP. UP HALL 1 128 8 2 1 . 829' - 5 5/8" EXISTING STAIR; NEW WOOD TREAD AND RISER 1 / A203 NEW STAIRS AT EXISTING LOCATION, RE: LANDSCAPE NEW SIDEWALK, RE: LANDSCAPE " 4 / 1 3 - ' 5 3 0 2 A / 2 1 / A203 EXISTING STAIR; NEW WOOD RISER AND TREAD PRIMARY SHOWER 107 PRIMARY TOILET 106 9'-8 1/8" 1.05A 1.30 H T A B E C I F F O 2 " 0 3 1 FRONT PORCH 100 1.01B 1.01C 829' - 3 1/4" 1.01 2 3 / 8 " XE 829' - 5 5/8" MECH N. 102 IB PRIMARY BATH 105 7 0 . 1 3" " 8 / 1 E P O L S I N A R D O T " 1 - ' 5 UP SKYLIGHT ABOVE POWDER 103 A 1 3 . 1 B 1 3 . 1 C 1 3 . 1 A 0 3 . 1 B 0 3 . 1 2 0 . 1 3 0 . 1 LAUNDRY 129 UP OFFICE 131 D W IB PANTRY 127 1'-2" 3'-4" 1'-2" 1 3 . 1 9 2 . 1 7 2 . 1 IA 1'-1 1/2" IA 1'-3" 6 0 . 1 FOYER 101 IA 1 A401 827' - 4 7/8" 5'-7 7/8" 4'-11 1/4" BAR 2 A403 EQ EQ 4 0 1 . T E S O L C 4 0 1 NEW DOOR IN EXISTING OPENING " 8 / 5 2 - ' 9 DINING 112 A403 1 4'-4" 1.05 1.09 PRIMARY CLOSET 109 BOOKSHELVES IA UP SKYLIGHT ABOVE NEW STAIR; WOOD RISER AND TREAD 824' - 4 7/8" A 8 0 . 1 0 1 1 . G 8 0 . 1 EXISTING TERRAZZO FLOORING MUSIC ROOM 110 BUILT-IN BENCH 4 A402 EXISTING TERRAZZO FLOORING LIVING 111 A403 13 14 3 NEW ISOKERN FIREPLACE AT EXISTING CHIMNEY 7'-2 3/8" " 8 / 5 5 1.11 824' - 0" XG EXISTING PATIO TO REMAIN EQ EQ 2 / A201 1.10A 1.10B 1.10C 1.10D 1.10E 1.11D 1.11C 1.11B 1.11A A F O S N I - T L U B I E 1 1 . 1 " 2 - ' 4 DW SHELF ABOVE KITCHEN 126 " 0 - ' 2 ISLAND SKYLIGHT ABOVE NEW WOOD FLOORING THROUGHOUT BOOKSHELF; ALIGN CEILING ABOVE 11 A403 12 10 FAMILY 113 1.13A " 2 / 1 4 827' - 0" EXISTING PATIO TO REMAIN UP UP 2 A302 1 A302 6 A401 1.08B 4'-6" XE 4'-6" 1.08A SKYLIGHT OPENING ABOVE VAULTED CEILING ABOVE 1 A402 3 5 2 PRIMARY BED 108 1 0 2 A / 1 1.08B " 2 / 1 0 1 - ' 5 NEW PATIO AND OUTDOOR SHOWER, RE: LANDSCAPE EQ EQ 1.08 . F . I . V " 4 / 3 7 - ' 3 - / + . F . I . V " 0 - ' 0 1 - / + . F . I . V " 0 - ' 0 1 - / + . F . I . V " 0 1 - ' 3 - / + . F . I . V " 4 / 3 5 - ' 7 - / + . F . I . V " 0 - ' 9 - / + . F . I . V " 4 / 1 2 - ' 5 - / + . F . I . V " 1 - ' 6 - / + . F . I . V " 4 / 3 1 1 - ' 8 - / + . F . I . V " 4 / 3 0 - ' 5 1 - / + . F . I . V " 2 / 1 0 1 - ' 5 1 1 1.2 1.6 2 3 4 5 6 7 8 9 10 . l f a n o i s s e o r P n g i s e D e h t t c a t n o c , r e u t a n g i s r o l a e s e h t f o y t i l i b a c i l p p a r o y t i d i l a v e h t y f i r e v o T . t n e m u c o d h c u s f o e s u d e z i r o h t u a n u r o , n o i t p u r r o c , n o i t a c i f i d o m t n e u q e s b u s y n a r o f l e b i s n o p s e r t o n s i r r e u t c e t i h c A d a w t u O r . r r r e u t c e t i h c A d a w t u O y b d e h s i l b u p y l l a n g i i r o s a t n e m u c o d s i h t f o n o i s r e v t a h t o t s a y n o e v i t c e l f f e s i r e u t a n g i s r o l i a e s c n o r t c e e s ' l l f a n o i s s e o r P n g i s e D e h T M P 2 4 : 6 1 : 6 4 2 0 2 / 7 / 2 | | r r e u t c e t i h c A d a w t u O © r 4 A403 GUEST BATH 122 10 A405 1.26A XE 1.23A 1.22 1.21B Q E Q E FD 1.22B 4" GUEST BED 123 SKYLIGHT ABOVE FITNESS 121 1.22A 3'-6" 1.20 IA LINEN 124 1.24 3'-0 5/8" 4'-2 3/4" MECH S. 120 IA 1.18 BEE'S CLOSET 119 IA CLOSET 118 6'-3 3/8" 1.25 GUEST CLOSET 125 IA A404 14 13 HALL 2 114 IE WOOD SLAT WALL SKYLIGHT ABOVE 1.19 IA 2 0 2 A / 1 XE A 1 2 1 . C 7 1 1 . XE 3 2 1 . 5 1 1 . IB " 3 - ' 1 " 3 - ' 1 1 2 1 . 7 1 1 . 6 1 1 . SKYLIGHT ABOVE 1'-10" " 8 / 1 6 - ' 3 " 4 / 1 7 - ' 9 BEE'S BATH 116 N G L A I PLAYROOM 115 A404 15 BEE'S BEDROOM 117 9 6 A405 8 7 1.15A 1 A405 1.16 XE XE 1.17A 1.17B +/- 5'-11 1/2" 7'-8 1/4" +/- 4'-9 1/4" 0.03 STEEL PLANTER, RE: LANDSCAPE NEW STAIRS, RE: LANDSCAPE 1 FIRST FLOOR PLAN 1/4" = 1'-0" TRUE NORTH PROJECT NORTH PLAN LEGEND EXISTING CONSTRUCTION TO REMAIN NEW CONSTRUCTION WOOD FLOORING WOOD DECKING TILE FLOORING CONCRETE FLOORING CARPET SMOKE/CO DETECTOR GENERAL NOTES 1. SEE ARCHITECTURAL FOUNDATION PLAN FOR ALL DIMENSIONS PERTAINING TO CONCRETE SLAB, CONCRETE WALLS, STEEL COLUMNS, AND STRUCTURAL GRID LINES. 2. EXTERIOR WALL DIMENSIONS ARE GENERALLY BASED ON THE ACTUAL FOUNDATION AS POURED AND NOT THE DIMENSIONS ON THE FLOOR PLANS OR THE FOUNDATION PLAN. CONCRACTOR IS TO NOTIFY ARCHITECT IN THE EVENT OF INCONSISTENCIES GREATER THAN 1" BETWEEN THE FOUNDATION PLAN DIMS AND THE ACTUAL FOUNDATION. WHEN DIMENSIONAL DISCREPENCIES ARE LESS THAN 1" EXTERIOR FRAME WALLS ARE TO BE PLACED PER NOTE 3 BELOW. 3. EXTERIOR FACE OF FACE OF FRAMING ALIGNS WITH EDGE OF SLAB AND WILL DETERMINE PLACEMENT OF EXTERIOR WALLS. 4. FLOOR AND ROOF TRUSS DIMENSIONS TO BE VERIFIED ON SITE AND BE SIZED TO ACTUAL FOUNDATION DIMENSIONS. 5. ALL DIMENSIONS ARE TO FACE OF STUD U.N.O. A. F.O.P. = FACE OF PLYWOOD B. F.O.F. = FACE OF FINISH 6. ALL EXTERIOR OPENINGS ARE TO CENTERLINE, U.N.O. 7. ALL INTERIOR OPENINGS ARE TO CENTERLINE U.N.O. 8. ALL EXTERIOR FRAMING TO BE 2X6 AND INTERIOR FRAMING TO BE 2X4 U.N.O. 9. ALL EXTERIOR FLOOR ELEVATIONS ARE TO TOP OF FINISH GRADE OR FLATWORK, U.N.O. 10. REFERENCE BUILDING SECTIONS AND ELEVATIONS FOR ALL VERTICAL DIMENSIONS. 11. COORDINATE FLOOR AND WALL FRAMING WITH M.E.P. 12. INSTALL SOUNDPROOFING FIBERGLASS BATT INSULATION AT WALLS IN THICKNESS TO MATCH FRAMING SIZE AT ALL BEDROOMS AND BATHROOMS. 13. VERITY ALL WINDOW LOCATIONS WITH BRICK COURSING. 14. SEE ENLARGED FLOOR PLANS FOR ADDITIONAL DIMENSIONS AND INFORMATION. 15. SEE A7.1 FOR WALL ASSEMBLIES ISSUED DATE 02/08/2023 PROJECT NUMBER 2303 PERMIT E C N E D I S E R S L L I H N R E T S E W I E V R D S L L I H N R E T S E W 4 0 3 5 1 3 7 8 7 X T , N I T S U A A111 FIRST FLOOR PLAN A B C 1 A301 D 2 A301 E 3 A301 P.F P.G H ROOF PLAN NOTES 1. VERIFY DOWNSPOUT AND GUTTER LOCATIONS WITH OWNER AND ARCHITECT. 2. VERIFY DOWNSPOUT AND GUTTER SIZES AND FINISH WITH OWNER AND ARCHITECT. 3. DASHED LINE OF WALL INDICATED OUTER EDGE OF STUD, U.N.O. LOCATIONS. 4. ROOF FRAMING TO AVOID ELECTRICAL FIXTURE 5. REINFORCE OR REPLACE WATER & INSECT DAMAGED OR DETERIORATING WOOD FRAMING MEMBERS AT EXISTING ROOF AS NEEDED. ISSUED DATE 02/08/2023 PROJECT NUMBER 2303 PERMIT NEW MEMBRANE ROOF, TYP. 1 0 2 A / 1 NEW MEMBRANE ROOF AT CRICKET 1/4" / 1'-0" 3 0 2 A / 2 1 / A203 EDGE OF WALL BELOW, TYP. 2 A302 1 A302 1.05SL 1.01SL 1.03SL 1.26SL RIDGE 1.24 RIDGE NEW ROOF AREA FOR SKYLIGHT 2 0 2 A / 1 " 0 - ' 1 / " 2 / 1 1 " 0 - ' 1 / " 2 / 1 1 1.09SL 1.11F 1.23B NEW SKYLIGHT AT EXISTING OPENING 1.15B " 0 - ' 1 / " 2 / 1 1 " 0 - ' 1 / " 2 / 1 1 E C N E D I S E R S L L I H N R E T S E W I E V R D S L L I H N R E T S E W 4 0 3 5 1 3 7 8 7 X T , N I T S U A A121 ROOF PLAN 1 ROOF PLAN 1/4" = 1'-0" TRUE NORTH PROJECT NORTH 2 / A202 " 0 - ' 1 / " 2 / 1 1 RIDGE " 0 - ' 1 / " 2 / 1 1 " 0 - ' 1 / " 2 / 1 1 2 / A201 1 1.2 1.6 2 3 4 5 6 7 8 9 10 . l f a n o i s s e o r P n g i s e D e h t t c a t n o c , r e u t a n g i s r o l a e s e h t f o y t i l i b a c i l p p a r o y t i d i l a v e h t y f i r e v o T . t n e m u c o d h c u s f o e s u d e z i r o h t u a n u r o , n o i t p u r r o c , n o i t a c i f i d o m t n e u q e s b u s y n a r o f l e b i s n o p s e r t o n s i r r e u t c e t i h c A d a w t u O r . r r r e u t c e t i h c A d a w t u O y b d e h s i l b u p y l l a n g i i r o s a t n e m u c o d s i h t f o n o i s r e v t a h t o t s a y n o e v i t c e l f f e s i r e u t a n g i s r o l i a e s c n o r t c e e s ' l l f a n o i s s e o r P n g i s e D e h T M P 8 4 : 6 1 : 6 4 2 0 2 / 7 / 2 | | r r e u t c e t i h c A d a w t u O © r A B C 1 A301 D 2 A301 3 A301 P.F P.G H UP MUSIC ROOM 110 LIVING 111 UP 4 0 2 A / 1 824' - 0" 822' - 5 7/8" 2 / A201 POOL 4 / A204 " 0 - ' 1 NEW STEEL COLUMN, TYP., RE: STRUCTURAL 822' - 5 7/8" 42" RAILING, RE: LANDSCAPE 2 / A204 XE 1 / 2 " 1.37 XE 822' - 6 3/8" POOL STORAGE 137 RAIN CHAIN " 1 - ' 3 " 1 - ' 3 " 2 / 1 8 - ' 0 1 " 8 - ' 5 " 2 / 1 4 - ' 3 " 1 - ' 3 4 0 2 A / 3 " 2 - ' 6 Q E Q E " 1 - ' 3 " 1 - ' 3 IB 822' - 6 3/8" POOL BATH 138 1.38 " 2 / 1 1 CABANA FLOOR PLAN 1/4" = 1'-0" TRUE NORTH PROJECT NORTH 9 10 P.11 P.12 P.13 P.14 . F . I . V " 2 / 1 0 1 - ' 5 1 . F . I . V " 2 / 1 3 - ' 1 1 - / + " 0 - ' 8 " 0 - ' 3 1 " 0 - ' 8 . l f a n o i s s e o r P n g i s e D e h t t c a t n o c , r e u t a n g i s r o l a e s e h t f o y t i l i b a c i l p p a r o y t i d i l a v e h t y f i r e v o T . t n e m u c o d h c u s f o e s u d e z i r o h t u a n u r o , n o i t p u r r o c , n o i t a c i f i d o m t n e u q e s b u s y n a r o f l e b i s n o p s e r t o n s i r r e u t c e t i h c A d a w t u O r . r r r e u t c e t i h c A d a w t u O y b d e h s i l b u p y l l a n g i i r o s a t n e m u c o d s i h t f o n o i s r e v t a h t o t s a y n o e v i t c e l f f e s i r e u t a n g i s r o l i a e s c n o r t c e e s ' l l f a n o i s s e o r P n g i s e D e h T M P 1 5 : 6 1 : 6 4 2 0 2 / 7 / 2 | | r r e u t c e t i h c A d a w t u O © r ISSUED DATE 02/08/2023 PROJECT NUMBER 2303 PERMIT E C N E D I S E R S L L I H N R E T S E W I E V R D S L L I H N R E T S E W 4 0 3 5 1 3 7 8 7 X T , N I T S U A A131 CABANA FLOOR PLAN