15.1 - 2816 Glenview - drawings — original pdf

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Terkel Residence 2816 Glenview Ave Austin, TX 78703 ARCHITECT: Norma Yancey, AIA SIDETRACKED STUDIO, PLLC 1605 E. 7th Unit B Austin, Texas 78702 phone: 512.774.4261 norma@sidetracked-studio.com Colleen Terkel 2816 Glenview Ave Austin, TX 78703 LEGAL DESCRIPTION N CEN 59 X 129.9 FT OF TRT B BRYKER WOODS ZONING INFORMATION SF-3-NP Zoning Ordinances: 20100923-10 OWNER INFORMATION INDEX OF DRAWINGS G1.0 A0.0 A0.1 A1.0 A1.1 A2.0 A2.1 A2.2 COVER SHEET SITE PLAN - EXISTING & DEMO SITE PLAN - PROPOSED FIRST FLOOR PLAN ROOF PLAN EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS SQUARE FOOTAGE LOT SIZE 7,680 SF EXIST. FLOOR TO AREA RATIO: EXEMPT TOTAL 2592 SF/ 7680 SF = 33.75% < 40% FAR ALLOWED BY CODE IMPERVIOUS COVER: EXIST. TOTAL FIRST FLOOR CONDITIONED SPACE: SECOND FLOOR CONDITIONED SPACE: THIRD FLOOR CONDITIONED SPACE: AREA W/ CEILINGS >15FT: GROUND FLOOR PORCH: BASEMENT: ATTIC: GARAGE: CARPORT: ACCESSORY BUILDINGS: TOTAL: FIRST FLOOR CONDITIONED SPACE: SECOND FLOOR CONDITIONED SPACE: THIRD FLOOR CONDITIONED SPACE: BASEMENT: ATTACHED COVERED PARKING: DETACHED COVERED PARKING: COVERED WOOD DECKS (100%): COVERED PATIO: COVERED PORCH: BALCONY: OTHER: TOTAL BUILDING AREA: TOTAL BUILDING COVERAGE: DRIVEWAY: SIDEWALKS & STEPS: UNCOVERED PATIO: UNCOVERED WOOD DECKS (50%): AC PADS & CONC FLATWORK: OTHER: SUB-TOTAL: TOTAL: NEW 2,450 - - - 184 - - 342 - - 2976 NEW 2450 - - - 342 - - - 184 - - 2976 2976 313 94 62 - 9 - 478 3454 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 - - - 184 - - 200 - - 384 2450 - - - 0 - - 142 - - 2592 2450 - - - 342 - - - 184 - - 2976 2976 313 94 62 - 9 - 478 3454 3454 SF/ 7680 SF = 44.97% < 45% IMPERVIOUS COVERAGE ALLOWED BY CODE 1 FRONT VIEW Sidetracked Studio 1806 Holly St. Austin, Texas 78702 870 219 6942 11.03.22 FIELD INSPECTION REQUIRED Prior to performing any bidding, new construction, and/or repairs, general contractor shall visit the site, inspect all existing conditions, and report any discrepancies to the architect. e c n e d s e R i l e k r e T i e v A w e v n e G 6 1 8 2 l 3 0 7 8 7 X T , n i t s u A DATE ISSUED FOR 11.03.22 FOR DEMO PERMIT PROJECT 0000 COVER SHEET G1.0 SITE NOTES & TREE PROTECTION 1. CONTRACTOR TO ASSURE THAT THE ROOT ZONES OF ALL TREES ARE ADEQUATELY PRESERVED, TREE PROTECTION FENCING IS REQUIRED FOR ALL TREES WITHIN THE LIMITS OF CONSTRUCTION. 2. CONTRACTOR TO PROVIDE TREE PROTECTION FENCING FOR ALL PROTECTED TREES ON SITE. TREE PROTECTION FENCING MUST PROTECT THE ENTIRE CRITICAL ROOT ZONE (CRZ) AREA AS MUCH OF THE CRZ AS IS PRACTICAL. FENCING IS REQUIRED TO BE CHAIN-LINK MESH AT A MINIMUM HEIGHT OF FIVE FEET. WHEN THE TREE PROTECTION FENCING CANNOT INCORPORATE THE ENTIRE 1/2 CRZ, AN EIGHT-INCH LAYER OF MULCH WITHIN THE ENTIRE AVAILABLE ROOT ZONE AREA IS REQUIRED FOR ALL TREES WITH HAVE ANY DISTURBANCE INDICATED WITHIN ANY PORTION OF THE CRITICAL ROOT ZONE. 3. FOOT TRAFFIC IS CONSIDERED A ROOT ZONE DISTURBANCE. CONTRACTOR TO PROVIDE 2X4 OR GREATER PLANKS (6FT TALL MINIMUM) TO BE STRAPPED SECURELY AROUND PROTECTED TREE TRUNKS AND ROOT FLARES WHEN PROTECTIVE FENCING DOES NOT INCORPORATE THE ENTIRE 1/2 CRZ FOR ANY REASON AT ANY TIME IN THE PROJECT. 4. ANY DEMOLITION IN THE 1/4 AND 1/2 CRITICAL ROOT ZONES OF PROTECTED TREES ON OR ADJACENT TO THE SITE MUST BE DONE WITH HAND TOOLS TO AVOID DAMAGING ROOTS OF TREES. 5. ALL UTILITY TRENCHING WITHIN THE 1/2 CRZ MUST BE AIR SPADED BY A CERTIFIED ARBORIST FOR THE TOP 30" TO AVOID CUTTING ROOTS 1.5"+ IN DIAMETER. ALL PAID RECEIPTS FOR THIS WORK WILL BE REQUIRED BY THE FINAL TREE INSPECTOR. 6. CONTRACTOR TO WRAP CONNECTIONS OF CONCRETE LINE PUMP WITH PLASTIC TO PREVENT CONCRETE SLURRY FROM LEACHING INTO GROUND NEAR ROOTS OF TREES DURING CONCRETE WORK. 7. IF HEAVY EQUIPMENT WILL BE ROLLING OVER ANY AREA OF THE FULL CRZ OF PROTECTED TREES, CONTRACTOR TO PROVIDE 3/4" PLYWOOD OVER 2X4 LUMBER OVER 12" LAYER OF MULCH TO BRIDGE OVER THE ROOTS AND PREVENT SOIL/ROOT COMPACTION. AFTER CONSTRUCTION IS COMPLETED CONTRACTOR TO SPREAD MULCH AROUND SITE TO LEAVE A MAX LAYER OF 3" WITHIN ROOT ZONES. 6 1 3 GM WM E V A W E V N E L G I B R U C 2 1 6 ' . 0 0 9 5 W ' " 9 4 7 5 ° 9 2 S Sidetracked Studio 1806 Holly St. Austin, Texas 78702 870 219 6942 11.03.22 FIELD INSPECTION REQUIRED Prior to performing any bidding, new construction, and/or repairs, general contractor shall visit the site, inspect all existing conditions, and report any discrepancies to the architect. e c n e d s e R i l e k r e T i e v A w e v n e G 6 1 8 2 l 3 0 7 8 7 X T , n i t s u A DATE ISSUED FOR 11.03.22 FOR DEMO PERMIT PROJECT 0000 SITE PLAN - EXISTING & DEMO A0.0 21" PECAN 1/4 CRZ 6 1 3 1/2 CRZ 612 8X8 MATERIAL STAGING CONCRETE WASHOUT LOCATION: CONTRACTOR TO LOCATE AS SHOWN OUTSIDE OF FULL CRZ OF ADJACENT PROTECTED TREES 3' X 3' PORTABLE TOILET LOCATED OUTSIDE OF FULL CRZ OF ADJACENT PROTECTED TREES 20 YARD DUMPSTER 6 1 2 6 1 1 T S N O S R E F F E J EX. CONC. DRIVE TO BE REMOVED EX. GRAVEL DRIVE TO BE REMOVED ' 6 1 . 9 5 E " 9 1 8 5 ° 9 2 N ' 2 5 F T S T R E E T S E T B A C K 6 1 1 1/2 CRZ 1/4 CRZ 10" ASH X FULL CRZ X X X X X X EX. METAL FENCE TO BE REMOVED EX. WOOD FENCE X 611 X B R U C 6 1 0 // // // // // // // // // // S 60°00'00" E 130.00' 5 FT SIDE YARD SETBACK EX. STONE PATH TO BE REMOVED EX. CONC. PATIO TO BE REMOVED FULL CRZ EX. A/C TO BE REMOVED EXISTING SINGLE-FAMILY RESIDENCE TO BE REMOVED EXISTING SIDEWALK TO BE REMOVED EX. STREET LAMP EX. BOLLARDS X X EX. BRICK PATIO TO BE REMOVED 612 FULL CRZ 1/2 CRZ 1/4 CRZ 31.5" LIVE OAK // // // // N 60°04'15" W 130.00' 5 FT SIDE YARD SETBACK 612 // // // FULL CRZ 2 5 F T S T R E E T S E T B A C K 6 1 3 / / / / 6 1 3 1 SITE PLAN - EXISTING 1/8" = 1'-0" BUILDING CALCULATIONS SITE NOTES & TREE PROTECTION LOWEST ADJ. GRADE: 98' - 1" HIGHEST ADJ. GRADE: 99' - 10-1/4" REF: 2/A0.0 AVG. ADJ. GRADE: 98' - 11-5/8" BUILDING HEIGHT: REF: 1/A2.0 16' - 7-1/2" 1. CONTRACTOR TO ASSURE THAT THE ROOT ZONES OF ALL TREES ARE ADEQUATELY PRESERVED, TREE PROTECTION FENCING IS REQUIRED FOR ALL TREES WITHIN THE LIMITS OF CONSTRUCTION. 2. CONTRACTOR TO PROVIDE TREE PROTECTION FENCING FOR ALL PROTECTED TREES ON SITE. TREE PROTECTION FENCING MUST PROTECT THE ENTIRE CRITICAL ROOT ZONE (CRZ) AREA AS MUCH OF THE CRZ AS IS PRACTICAL. FENCING IS REQUIRED TO BE CHAIN-LINK MESH AT A MINIMUM HEIGHT OF FIVE FEET. WHEN THE TREE PROTECTION FENCING CANNOT INCORPORATE THE ENTIRE 1/2 CRZ, AN EIGHT-INCH LAYER OF MULCH WITHIN THE ENTIRE AVAILABLE ROOT ZONE AREA IS REQUIRED FOR ALL TREES WITH HAVE ANY DISTURBANCE INDICATED WITHIN ANY PORTION OF THE CRITICAL ROOT ZONE. 3. FOOT TRAFFIC IS CONSIDERED A ROOT ZONE DISTURBANCE. CONTRACTOR TO PROVIDE 2X4 OR GREATER PLANKS (6FT TALL MINIMUM) TO BE STRAPPED SECURELY AROUND PROTECTED TREE TRUNKS AND ROOT FLARES WHEN PROTECTIVE FENCING DOES NOT INCORPORATE THE ENTIRE 1/2 CRZ FOR ANY REASON AT ANY TIME IN THE PROJECT. 4. ANY DEMOLITION IN THE 1/4 AND 1/2 CRITICAL ROOT ZONES OF PROTECTED TREES ON OR ADJACENT TO THE SITE MUST BE DONE WITH HAND TOOLS TO AVOID DAMAGING ROOTS OF TREES. 5. ALL UTILITY TRENCHING WITHIN THE 1/2 CRZ MUST BE AIR SPADED BY A CERTIFIED ARBORIST FOR THE TOP 30" TO AVOID CUTTING ROOTS 1.5"+ IN DIAMETER. ALL PAID RECEIPTS FOR THIS WORK WILL BE REQUIRED BY THE FINAL TREE INSPECTOR. 6. CONTRACTOR TO WRAP CONNECTIONS OF CONCRETE LINE PUMP WITH PLASTIC TO PREVENT CONCRETE SLURRY FROM LEACHING INTO GROUND NEAR ROOTS OF TREES DURING CONCRETE WORK. 7. IF HEAVY EQUIPMENT WILL BE ROLLING OVER ANY AREA OF THE FULL CRZ OF PROTECTED TREES, CONTRACTOR TO PROVIDE 3/4" PLYWOOD OVER 2X4 LUMBER OVER 12" LAYER OF MULCH TO BRIDGE OVER THE ROOTS AND PREVENT SOIL/ROOT COMPACTION. AFTER CONSTRUCTION IS COMPLETED CONTRACTOR TO SPREAD MULCH AROUND SITE TO LEAVE A MAX LAYER OF 3" WITHIN ROOT ZONES. Sidetracked Studio 1806 Holly St. Austin, Texas 78702 870 219 6942 11.03.22 FIELD INSPECTION REQUIRED Prior to performing any bidding, new construction, and/or repairs, general contractor shall visit the site, inspect all existing conditions, and report any discrepancies to the architect. e c n e d s e R i l e k r e T i e v A w e v n e G 6 1 8 2 l 3 0 7 8 7 X T , n i t s u A DATE ISSUED FOR 11.03.22 FOR DEMO PERMIT PROJECT 0000 SITE PLAN - PROPOSED A0.1 NEW TYPE 1 DRIVEWAY & CURB CUT GARAGE; 342 SF FULL CRZ X OFF-STREET PARKING #2 X OFF-STREET PARKING #1 " 6 - ' 8 17' - 0" 612 17' - 0" NEW SINGLE-STORY SINGLE-FAMILY RESIDENCE; 2450 SF S 60°00'00" E 130.00' A/C PAD; 9 SF " 0 - ' 5 HIGHEST ADJ. GRADE 99' - 10 1/4" 5 FT SIDE YARD SETBACK " 2 3 / 1 3 2 - ' 2 21" PECAN 1/4 CRZ 6 1 3 1/2 CRZ X 2' - 0" 2 5 F T S T R E E T S E T B A C K 6 1 1 FULL CRZ 1/2 CRZ 1/4 CRZ 25' - 0" 10" ASH 6 1 1 6 1 2 " 4 - ' 2 1 X 1 E P Y T W E N F S 7 1 3 ; Y A W E V R D I " 6 - ' 8 ' 6 1 . 9 5 E " 9 1 8 5 ° 9 2 N ' T S N O S R E F F E J B R U C 6 1 0 TREE FENCE MAY BE OFFSET FROM THE PROPOSED CONSTRUCTION A MAX OF 5FT TO PROVIDE ROOM FOR ACCESS/WORK ONCE THE EXTERIOR WALLS ARE CONSTRUCTED. ALL EXPOSED AREAS OF ROOT ZONE BETWEEN THE FENCE AND CONSTRUCTION MUST RECEIVE EIGHT INCHES OF SHREDDED HARDWOOD MULCH TO LIMIT ROOT/SOIL COMPACTION. IF ANY EXPOSED ROOTS ARE WITHIN THE ACCESS/PATHWAY, A BRIDGING SYSTEM (2X4 AND 3/4" PLYWOOD) WILL BE REQUIRED TO BE PLACED ON TOP SO THAT THEY ARE NOT IMPACTED. MULCH DENOTED BY CROSS HATCH PATTERN ALL EXPOSED AREAS OF ROOT ZONE BETWEEN THE FENCE AND CONSTRUCTION MUST RECEIVE EIGHT INCHES OF SHREDDED HARDWOOD MULCH TO LIMIT ROOT/SOIL COMPACTION. IF ANY EXPOSED ROOTS ARE WITHIN THE ACCESS/PATHWAY, A BRIDGING SYSTEM (2X4 AND 3/4" PLYWOOD) WILL BE REQUIRED TO BE PLACED ON TOP SO THAT THEY ARE NOT IMPACTED. MULCH DENOTED BY CROSS HATCH PATTERN -X- DENOTES TREE PROTECTION FENCING TO PROTECT THE ENTIRE CRITICAL ROOT ZONE (CRZ) AREA OR AS MUCH AS OF THE CRZ AS IS PRACTICAL WITHIN THE LIMITS OF CONSTRUCTION. FENCING TO BE CHAIN-LINK MESH AT A MINIMUM HEIGHT OF FIVE FEET. WHEN THE TREE PROTECTION FENCING CANNOT INCORPORATE THE ETNIRE 1/2 CRZ, AN EIGHT INCH LAYER OF MULCH WITHIN THE ENTIRE AVAILABLE ROOT AREA IS REQUIRED FOR ALL TREES WHICH HAVE ANY DISTURBANCE INDICATED WITHIN ANY PORTION OF THE CRITICAL ROOT ZONE. MULCH DENOTED BY CROSS HATCH PATTERN. SCREENED PORCH; 184 SF " 1 1 - ' 1 1' - 6" NEW STONE PATIO; 57 SF X 4' - 10 1/4" 612 " 2 1 / 3 - ' 5 X X X 1/2 CRZ LOWESET ADJ. GRADE 98' - 1" FULL CRZ 611 X " 0 - ' 5 X " 4 3 / 1 - ' 2 X X " 2 1 / 3 - ' 5 X 1/4 CRZ 31.5" LIVE OAK 5 FT SIDE YARD SETBACK " 0 - ' 612 5 5' - 5 1/4" X X N 60°04'15" W 130.00' FOOT TRAFFIC IS CONSIDERED A ROOT ZONE DISTURBANCE. CONTRACTOR TO PROVIDE 2X4 OR GREATER SIZE PLANKS (6FT TALL MINIMUM) TO BE STRAPPED SECURELY AROUND PROTECTED TREES' TRUNKS AND ROOT FLARES WHEN PROTECTIVE FENCING DOES NOT INCORPORATE THE ENTIRE 1/2 CRZ FOR ANY REASON AT ANY TIME IN THE PROJECT EX. STREET LAMP EX. BOLLARDS 6 1 3 E V A W E V N E L G I B R U C 2 1 6 1' - 6 3/4" 1' - 6 3/4" 2 5 F T S T R E E T S E T B A C K NEW SIDEWALK; 77 SF GM WM X X FULL CRZ X 25' - 0" ' . 0 0 9 5 W ' " 9 4 7 5 ° 9 2 S 6 1 3 6 1 3 5' - 0" X 1 SITE PLAN - PROPOSED 1/8" = 1'-0" 1/4 CRZ 1/2 CRZ 29' - 7 1/2" F2F S 60°00'00" E 130.00' F 5 FT SIDE YARD SETBACK 2 . 2 A 3 / G 79' - 1 1/2" F2F 2 /A2.1 28' - 10" F2F F 2 F " 2 / 1 1 1 - ' 1 2' - 7 1/4" RFG WH G D D D D W Y R D N U A L D R A O B G N N O R I I N W O D L L U P E E F F O C Y R T N A P Y R T N A P N E V O C W M 17 E N W I . F E R 1R/1S 18 5 GARAGE KITCHEN TR DW DINING 25 4 T/R STORAGE MECH F 2 F " 1 1 - ' 1 4 CURBLESS E POW. L L A H 19 P O R D Y E K . O T S T H L L U F BREAKFAST V T 3 S. PORCH G. BATH 1R/1S G. CLO. 22 S 2 / R 2 20 21 C C C 2 LIVING 20' - 8" F2F E B B . 2 2 A / 2 2' - 7 1/4" T R A T F 6 O. BATH S 1 / R 1 15 16 LINEN O. HALL 14 R A B E C I OFFICE/BEDROOM MAIL SLOT 7 ENTRY 1 6 8 GUEST BED D D D F 2 F " 2 / 1 3 - ' 4 1 2 . 2 A 4 / 2 . 2 A / 1 C C F 2 F " 6 - ' 6 F 2 F " 6 - ' 4 1 C FULL CRZ C 1/2 CRZ 1/4 CRZ 31.5" LIVE OAK 2R/2S 2R/2S 2R/2S M. CLO. H C N E B A 2R/2S 1R/1S V T L L A H . M R R M 9 S 1 / R 1 10 4FT ART ART FULL CRZ 13 N E N I L M. BATH 1 1 S K O O H HOOK 12 CURBLESS BENCH MWC M. BED D D I E T A G E L C H E V G N D I L S I ' 6 1 . 9 5 E " 9 1 8 5 ° 9 2 N ' FULL CRZ 1/2 CRZ 1/4 CRZ 10" ASH FULL CRZ . 0 2 A / 2 F 2 F " 2 / 1 7 - ' 8 2 2 5 F T S T R E E T S E T B A C K F 2 F " 2 / 1 3 - ' 3 1 F2F 1' - 10" N 60°04'15" W 130.00' 14' - 3" F2F 12' - 2 1/2" F2F 13' - 4" F2F 12' - 1 3/4" F2F 24' - 11 1/2" F2F 5 FT SIDE YARD SETBACK C C 1 /A2.1 79' - 1 1/2" F2F F 2 F " 2 / 1 9 - ' 5 1 F 2 F " 6 - ' 6 F 2 F " 2 - ' 8 1 F 2 F " 2 / 1 0 1 - ' 8 4 0 . 2 A 1 / F 2 F " 5 - ' 8 B B B A A 2 5 F T S T R E E T S E T B A C K F2F 5" Sidetracked Studio 1806 Holly St. Austin, Texas 78702 870 219 6942 11.03.22 FIELD INSPECTION REQUIRED Prior to performing any bidding, new construction, and/or repairs, general contractor shall visit the site, inspect all existing conditions, and report any discrepancies to the architect. e c n e d s e R i l e k r e T i e v A w e v n e G 6 1 8 2 l 3 0 7 8 7 X T , n i t s u A DATE ISSUED FOR 11.03.22 FOR DEMO PERMIT PROJECT 0000 FIRST FLOOR PLAN A1.0 PLAN NOTES 1. DIMENSIONS ARE TO FACE OF FRAMING, U.N.O. 2. DIMENSIONS NOTED "F2F" ARE FROM FINISH FACE TO FINISH FACE. 1 FIRST FLOOR PLAN 1/4" = 1'-0" 1/4 CRZ 1/2 CRZ 33' - 7 1/2" 82' - 8" 24' - 6 1/2" S 60°00'00" E 130.00' 5 FT SIDE YARD SETBACK 2' - 0" ROOFING 01 " 2 / 1 8 - ' 1 2 1 : 5 . 4 RIDGE ROOFING 01 2 1 : 5 . 4 1' - 9 1/2" " 0 - ' 2 1/2 CRZ " 6 - ' 6 " 2 / 1 1 1 - ' 5 FULL CRZ " 2 / 1 7 - ' 1 3 " 2 / 1 5 - ' 2 1 " 1 1 - ' 6 " 2 3 / 1 0 - ' 1 5 FULL CRZ 1/2 CRZ 1/4 CRZ 10" ASH 2 5 F T S T R E E T S E T B A C K VALLEY V A L L E Y ROOFING 01 ROOFING 01 E G D R I 6.5:12 6.5:12 V A LL E Y 4.5:12 HIP " 2 / 1 3 - ' 3 ROOFING 01 " 0 - ' 2 FULL CRZ 1/4 CRZ 31.5" LIVE OAK " 2 / 1 0 1 - ' 2 1 ROOFING 01 ROOFING 01 3' - 8" 14' - 7" 9' - 10 1/2" 25' - 11" 1' - 4" 5 FT SIDE YARD SETBACK 27' - 3 1/4" 82' - 7 1/2" N 60°04'15" W 130.00' 24' - 6" " 2 3 / 7 1 0 - ' 2 ROOFING 01 2 1 : 4 . 9 RIDGE ROOFING 01 " 2 / 1 8 - ' 1 2' - 0" G N A H R E V O G N A H R E V O RIDGE PITCH BREAK 2 1 : 4 . 9 1' - 5 1/4" 2 1 : 5 . 4 VALLEY V A L L E Y E G D R I 7:12 7:12 " 2 3 / 7 1 3 - ' 1 5 " 2 3 / 1 9 - ' 4 3 " 2 / 1 6 - ' 6 1 CURVED SLOPE; REF: 1/A2.0 FULL CRZ 2 5 F T S T R E E T S E T B A C K 1 ROOF PLAN 1/4" = 1'-0" Sidetracked Studio 1806 Holly St. Austin, Texas 78702 870 219 6942 11.03.22 FIELD INSPECTION REQUIRED Prior to performing any bidding, new construction, and/or repairs, general contractor shall visit the site, inspect all existing conditions, and report any discrepancies to the architect. e c n e d s e R i l e k r e T i e v A w e v n e G 6 1 8 2 l 3 0 7 8 7 X T , n i t s u A DATE ISSUED FOR 11.03.22 FOR DEMO PERMIT PROJECT 0000 ROOF PLAN A1.1 1X8 FRIEZE BOARD; PTD 12 9.4 12 4.5 1X8 FRIEZE BOARD; PTD SIDING 01 12 9.4 ROOFING 01 12 4.5 ROOFING 01 ROOFING 01 2 WEST ELEVATION 1/4" = 1'-0" SIDING 01 SIDING 01 ROOF SPRING PT 110' - 4" CLG HT. 110' - 0" F.F.E. 100' - 0" EXTERIOR ELEVATION NOTES 1. 1X6 CORNER BOARDS,PTD, AT ALL SIDING 02 CORNERS. 2. 1X8 FRIEZE BOARDS,PTD, AT SIDING 02. 3. 1X4 FLUSH WINDOW TRIM,PTD, AT SIDING 02. 4. HEADERS & SILLS AT MASONRY 01 TO BE COMPOSED OF MASONRY 01. Sidetracked Studio 1806 Holly St. Austin, Texas 78702 870 219 6942 BUILDING CALCULATIONS LOWEST ADJ. GRADE: 98' - 1" HIGHEST ADJ. GRADE: 99' - 10-1/4" REF: 2/A0.0 AVG. ADJ. GRADE: 98' - 11-5/8" BUILDING HEIGHT: REF: 1/A2.0 16' - 7-1/2" 11.03.22 FIELD INSPECTION REQUIRED Prior to performing any bidding, new construction, and/or repairs, general contractor shall visit the site, inspect all existing conditions, and report any discrepancies to the architect. e c n e d s e R i l e k r e T i e v A w e v n e G 6 1 8 2 l 3 0 7 8 7 X T , n i t s u A DATE ISSUED FOR 11.03.22 FOR DEMO PERMIT PROJECT 0000 EXTERIOR ELEVATIONS A2.0 12 9.4 12 9.4 MASONRY 01 Q E ROOFING 01 BUILDLING HEIGHT 115' - 7" ROOF SPRING PT 110' - 4" CLG HT. 110' - 0" Q E " 2 1 / 7 - ' 6 1 F.F.E. 100' - 0" AVG. ADJ. GRADE 98' - 11 3/4" 1 EAST ELEVATION 1/4" = 1'-0" ROOFING 01 ROOFING 01 2 NORTH ELEVATION 1/4" = 1'-0" SIDING 01 MASONRY 01 SIDING 01 SIDING 01 ROOFING 01 12 6.5 12 6.5 12 3.2 PITCH BREAK ROOFING 01 ROOFING 01 SIDING 01 SIDING 01 SIDING 01 SIDING 01 EXTERIOR ELEVATION NOTES 1. 1X6 CORNER BOARDS,PTD, AT ALL SIDING 02 CORNERS. 2. 1X8 FRIEZE BOARDS,PTD, AT SIDING 02. 3. 1X4 FLUSH WINDOW TRIM,PTD, AT SIDING 02. 4. HEADERS & SILLS AT MASONRY 01 TO BE COMPOSED OF MASONRY 01. Sidetracked Studio 1806 Holly St. Austin, Texas 78702 870 219 6942 ROOF SPRING PT 110' - 4" F.F.E. 100' - 0" 11.03.22 FIELD INSPECTION REQUIRED Prior to performing any bidding, new construction, and/or repairs, general contractor shall visit the site, inspect all existing conditions, and report any discrepancies to the architect. e c n e d s e R i l e k r e T i e v A w e v n e G 6 1 8 2 l 3 0 7 8 7 X T , n i t s u A ROOF SPRING PT 110' - 4" DATE ISSUED FOR 11.03.22 FOR DEMO PERMIT F.F.E. 100' - 0" PROJECT 0000 MASONRY 01 EXTERIOR ELEVATIONS 1 SOUTH ELEVATION 1/4" = 1'-0" A2.1 SIDING 01 ROOFING 01 ROOF SPRING PT 110' - 4" SIDING 01 ROOF SPRING PT 110' - 4" F.F.E. 100' - 0" F.F.E. 100' - 0" 4 EAST ELEVATION - GUEST SUITE 1/4" = 1'-0" 3 EAST ELEVATION - LAUNDRY 1/4" = 1'-0" SIDING 01 ROOFING 01 ROOFING 01 SCREENS MASONRY 01 1X8 FRIEZE BOARD; PTD SIDING 01 ROOF SPRING PT 110' - 4" F.F.E. 100' - 0" 2 WEST ELEVATION - O BATH 1/4" = 1'-0" 1 WEST ELEVATION - S. PORCH & MASTER 1/4" = 1'-0" EXTERIOR ELEVATION NOTES 1. 1X6 CORNER BOARDS,PTD, AT ALL SIDING 02 CORNERS. 2. 1X8 FRIEZE BOARDS,PTD, AT SIDING 02. 3. 1X4 FLUSH WINDOW TRIM,PTD, AT SIDING 02. 4. HEADERS & SILLS AT MASONRY 01 TO BE COMPOSED OF MASONRY 01. Sidetracked Studio 1806 Holly St. Austin, Texas 78702 870 219 6942 11.03.22 FIELD INSPECTION REQUIRED Prior to performing any bidding, new construction, and/or repairs, general contractor shall visit the site, inspect all existing conditions, and report any discrepancies to the architect. e c n e d s e R i l e k r e T i e v A w e v n e G 6 1 8 2 l 3 0 7 8 7 X T , n i t s u A DATE ISSUED FOR 11.03.22 FOR DEMO PERMIT PROJECT 0000 EXTERIOR ELEVATIONS A2.2 ROOF SPRING PT 110' - 4" F.F.E. 100' - 0"