13.1 - 1908 Kenwood Ave - Drawings — original pdf

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RECARPORTATION 1908 KENWOOD AVENUE, AUSTIN, TEXAS 78604 ARCHITECTURAL AND CONSULTANT ARCHITECTURAL PLANS DOCUMENT INDEX 34 RT 2024 GENERAL G1.1 PROJECT INFORMATION AND SURVEY SITE & LANDSCAPE L1.1 SETBACK PLANE COMPLIANCE PLAN L2.1 PROPOSED SITE PLOT PLAN L2.2 TREE PROTECTION PLAN ARCHITECTURAL A0.1 WINDOW & DOOR SCHEDULES A1.1 AS BUILT & DEMOLITION A1.2 FLOOR PLAN & A1.3 ROOF PLAN A1.4 VISITABILITY PLAN A2.1hEXISTING EXT. ELEVATIONS A2.1 EXTERIOR ELEVATIONS A2.2hEXISTING EXT. ELEVATIONS A2.2 EXTERIOR ELEVATIONS MEP1.1 ELECTRICAL LAYOUT STRUCTURAL& ENGINERING A6.1 FRAMING PLANS A6.2 BRACING PLANS S0.0 GENERAL NOTES S1.0 FOUNDATION PLAN S2.0 FOUNDATION DETAILS S2.1 FOUNDATION DETAILS 7.23.2026 VERDANT SPACES, LLC 105 La Vista Street Austin, Texas 78704 Ph: 512.698.6948 34 RT 2024 NOTE ALL CONSTRUCTION SHALL COMPLY WITH 2024 IRC AND CITY OF AUSTIN AMENDMENTS THERETO. LOT INFORMATION PROJECT ADDRESS: 1908 Kenwoood Avenue Austin, Texas 78704 LEGAL DISCRIPTION: LOT 1&2 BLK 34 Travis Heights Volume 3, Page 15, Travis Couty SF-3 - NP ZONING: 1 SETBACK PLANE COMPLIANCE PLAN 1" = 15' @ 22x34 PAGE SIZE 1" = 13' @ 11x17 PAGE SIZE I N O T A T R O P R A C E R - - e u n e v A d o o w n e K 8 0 9 1 4 0 7 8 7 s a x e T , n i t s u A POLAR NORTH REVISIONS REV: 12 / 10 / 2025 REV: 07 / 23 / 2026 EXIST SITE & PROTECTION 1 . 1 L o.e. 5' Chain-link construction fence o.e. o.e. 594' o.e. PORTION 2 S 66° 10' 5" W 139.87' (140') PORTION 1 590' 39-'9" from P.L. to Build line per plat G 592.75' 591.25' 5' SIDE YARD SETBACK @50.71'<N80d04'30"E SYM. SITE LEGEND IRON ROD FOUND SPINDLE FOUND SILT FENCE 5' CHAIN LINK CONSTRUCTION FENCE PROPERTY LINE SETBACK LINE EASEMENT LINE / PUE ELEVATION CONTOUR LINE OE/UE OVERHEAD ELECTRIC POWER POLE ELECTRICAL METER AND BASE G W W GAS METER WATER METER POTABLE WATER LINE (APPROXIMATED) GP GRINDER PUMP LOCATION SS SANITARY SEWER / WASTE WATER LINE POLAR NORTH SPOT ELEVATION POINT BENCHMARK ELEVATION 3" ELEVATION CHANGE W/ DIMENSION EXISTING TREE (SEE 'TREE LIST') SITE LAYOUT LEGEND KEY DISCRIPTION DIRECTION OF WATER FLOW 7'-6" Sky to ground radius from nearest conductor based on 8' conductor width provided by AE. Re. A2.1 and A2.2 for elevation clearances. Existing overhead power and 8' wide arm at 36' above adjacent grade as provided by AE 15' Radius from nearest conductor based on 8' conductor width provided by AE. Re. A2.1 and A2.2 for elevation clearances. 7'-6" Sky to ground radius from nearest conductor based on 8' conductor width provided by AE. Re. A2.1 and A2.2 for elevation clearances. Existing overhead power and 8' wide arm at 36' above adjacent grade as provided by AE 15' Radius from nearest conductor based on 8' conductor width provided by AE. Re. A2.1 and A2.2 for elevation clearances. o.e. ) ' 0 5 ( Full CRZ 593' o.e. 17'-9 3/4" NOTE: Proposed new pole mounted meter (NOT SHOWN) and underground service (outside the CRZ) per 12/12/2023 A.E. Criteria Manual, Figure 1-15A pg. 149 to be spotted by A.E. and placed inside of the 10' setback. Existing elec. meter location and overhead service to be removed. ' 1 9 5 Existing elec. dist. panel location. Re. A2.2 592' u.e. u.e. . U C . o.e. " 2 - ' 6 1 S L O O P R O F K C A B T E S E N L R E W O P D N A K C A B T E S I S E R U T C U R T S R O F K C A B T E S . K C A B T E S . . E U P . ' 5 . E U P . ' 5 , . 7 R 6'-0" ' 7 9 . 9 1 1 W " 5 4 6 4 ° 4 2 N ' " 6 - ' 6 2 Y E L L A I E D W 5 1 ' o.e. o.e. o.e. ) ' 0 7 ( 1' 9 5 . L . B S S E C C A R A E R ' 0 1 590' 589' 588' Rebuilt Carport and Storage Existing Building 5' chain link construction fence Existing drive and approach to remain. Silt fence Portable chemical toilet 8'x16' rolloff dumpster o.e. o.e. o.e. 101: Spanish Oak Trunk Diameter: 18" 7' 8 5 586' 585' 589' Existing gas meter to remain. (no proposed work on gas lines for this project) 588' NOTE: 1 roof overhang parallel to ridges for all locations. 8" roof overhang for all gable 587' locations. G 588' 587' 586' 585' ) ' 0 5 ( 586' 585' G . U C . Existing gas meter and underground line. No proposed changes or additions to this service. SS / C.O. Existing water meter location and SS cleanout. No proposed extension of these services for this project. SS E N I L G N D L I U B I 583' W 584' W W W ' 4 0 . 0 0 1 W " 4 1 6 2 ° 7 2 N ' T A L P R E P K C A B T E S D R A Y T N O R F ' 5 2 583' 582' ) ' 0 5 ( E U N E V A D O O W N E K . . W O R . ' 0 6 25' SIDE STREET B.L. SETBACK PER PLAT SS 582' 581' 580' 579' ELEC. UTIL. 7'-6" HORIZONTAL SKY TO GROUND CLEARANCE o.e. 1/4 CRZ 1/2 CRZ Full CRZ CHORD BEARING N 70° 39' 03" W RAD=490.00' CHORD= 141.36 ARC LENGTH=141.86' 584' MARIPOSA DRIVE 50' R.O.W. 578' 577' 6' 7 5 5' 7 5 3' 7 5 4' 7 5 LOT INFORMATION PROJECT ADDRESS: 1908 Kenwoood Avenue Austin, Texas 78704 LEGAL DISCRIPTION: LOT 1&2 BLK 34 Travis Heights Volume 3, Page 15, Travis Couty ZONING: SF-3 - NP 1 PLOT PLAN (SITE) w/ PROPOSED UPDATES 1/8" = 1'-0" @ 22x34 PAGE SIZE 1/16" = 1'-0" @ 11x17 PAGE SIZE I N O T A T R O P R A C E R - e u n e v A d o o w n e K 8 0 9 1 4 0 7 8 7 s a x e T , n i t s u A - - NORTH: N27°,26',14" W - REVISIONS REV: 12 / 10 / 2025 SITE LAYOUT 1 . 2 L S E R U T C U R T S R O F K C A B T E S . . E U P . ' 5 , . 7 S L O O P R 23'-3 1/4" O F K C A B T E S E N L R E W O P D N A K C A B T E S I . L . B S S E C C A R A E R ' 0 1 Y E L L A I E D W 5 1 ' ' 7 9 . 9 1 1 W " 5 4 6 4 ° 4 2 N ' ) ' 0 5 ( Full CRZ o.e. K C A B T E S . . E U P . ' 5 R 6'-0" ) ' 0 7 ( o.e. S 66° 10' 5" W 139.87' (140') 590' 500: SPANISH OAK Trunk Diameter: 17.25" G o.e. o.e. 594' o.e. 593' Proposed new rack mounted meter (NOT SHOWN) and underground service (outside the CRZ) per 12/12/2023 A.E. Criteria Manual, Figure 1-15A pg. 149 to be spotted by A.E. and placed inside of the 10' setback. 511 Chinese Pistache 1 Trunk Diameter: 18" 9 5 ' Existing exterior elec. dist. panel location. Re. A2.2 592' u.e. o.e. u.e. Existing elec. meter location and overhead service to be removed. . U C . 5' SIDE YARD SETBACK 589' Existing gas meter to remain. (no proposed work on gas lines for this project) 588' 587' 586' 585' G . U C . Existing gas meter and underground line. No proposed changes or additions to this service. 501: Spanish Oak Trunk Diameter: 22.25" 587' 1/4 CRZ 1/2 CRZ 586' 585' Full CRZ W 584' 583' 582' G 588' W T A L P R E P K C A B T E S D R A Y T N O R F ' 5 2 I N O T A T R O P R A C E R - e u n e v A d o o w n e K 8 0 9 1 4 0 7 8 7 s a x e T , n i t s u A ) ' 0 5 ( 503: Mountain Laurel Trunk Diameter: 9.5" 504: Mountian Laurel Trunk Diameter: 8" W W ' 4 0 . 0 0 1 W " 4 1 6 2 ° 7 2 N ' E U N E V A D O O W N E K . . W O R . ' 0 6 ) ' 0 5 ( 669: multi-trunk Mountain Laurel Effective Multi-trunk Diameter: 24.25" *ADD TRUNK WRAP - - " 2 - ' 6 1 1' 9 5 New Construction: This wall structure to bear on new slab with upper structure cantilevered over existing top plate of wall below. Re. A6.1 Existing Construction : Wall of adjacent bedroom to remain. No bearing of new structure on original foundation or original framing. Re. A6.1 590' 589' Silt fence per COA muni-code Existing drive and approach to remain. SS / C.O. Existing water meter location and SS cleanout. No proposed extension of these services for this project. SS E N I L G N D L I U B I 583' 588' Silt fence Portable chemical toilet 8'x16' rolloff dumpster 7' 8 5 510: Spanish Oak Trunk Diameter: 18" 586' 585' 667: Mountain Laurel Trunk Diameter: 11.25" 584' 1/4 CRZ 1/2 CRZ Full CRZ 25' SIDE STREET B.L. SETBACK PER PLAT SS 506: Pecan Trunk Diameter: 14.5" 582' 581' 580' 508: Spanish Oak Trunk Diameter: 26" *ADD TRUNK WRAP 579' 507: Tallow Trunk Diameter: 23" *ADD TRUNK WRAP 1/4 CRZ 578' 577' 1/4 CRZ 1/2 CRZ Full CRZ 6' 7 5 5' 7 5 3' 7 5 4' 7 5 MARIPOSA DRIVE 50' R.O.W. 1/2 CRZ Full CRZ LOT INFORMATION PROJECT ADDRESS: 1908 Kenwoood Avenue Austin, Texas 78704 LEGAL DISCRIPTION: LOT 1&2 BLK 34 Travis Heights Volume 3, Page 15, Travis Couty ZONING: SF-3 - NP LEGEND FOR PROTECTED TREES KEY DESCRIPTION AREA OF 8"-10" THICK COVERAGE OF SINGLE GRIND HARDWOOD MULCH, ADD DECKING INSIDE OF 1/2 CRZ PROTECTED TREES WITH 19" TRUNK OR LARGER SHOWING CRITICAL ROOT ZONES 5' OR HIGHER CHAIN LINK FENCE W/ POSTS LESS THAN 10' APART PER CITY OF AUSTIN ECM 1 TREE PROTECTION PLAN 1/8" = 1'-0" @ 22x34 PAGE SIZE 1/16" = 1'-0" @ 11x17 PAGE SIZE EXISTING TREE LIST TAG SPECIES / CONDITION / PROTECT TRUNK 500 501 502 503 504 505 506 507 508 510 511 667 669 SPANISH OAK / GOOD / NO 17.25" SPANISH OAK / GOOD / YES PECAN / GOOD / NO MOUNTAIN LAUREL / GOOD / NO MOUNTIAN LAUREL / GOOD / NO not used PECAN / GOOD / NO TALLOW / FAIR / YES SPANISH OAK / GOOD / YES SPANISH OAK / GOOD / NO CHINESE PISTASH / POOR / NO 22" 11" 9.5" 8" -- 14" 23" 26.5" 18" 18" MOUNTAIN LAUREL / GOOD / NO 11.25" MOUNTAIN LAUREL / FAIR / YES 24.25" TREE PROTECTION NOTES: 1) 2) 3) All trees and natural areas shown on plan to be preserved shall be protected per ECM 3.6.1. Tree protection shall be installed prior to the start of any site work, including demolition or site preparation. Refer to ECM 3.6.1.A. Fencing for tree protection shall be chain-link mesh with a minimum height of 5 feet and shall be installed around or beyond the Critical Root Zone except as allowed in ECM 3.6.1.B.4 4) Unfenced sections of the Critical Root Zone shall be covered with mulch at a minimum depth of 8 inches and a maximum depth of 12 inches per ECM 3.6.1.C. 5) Where fencing is located 5 feet or less from the trunk of a preserved tree, trunk wrapping shall be installed per ECM 3.6.1.D. 6) Erosion and sedimentation controls shall be installed and maintained so as not to cause impacts that exceed preservation criteria listed in ECM 3.5.3.D NORTH: N27°,26',14" W - REVISIONS REV: 12 / 10 / 2025 SITE VEGETATION 2 . 2 L . U C . Rebuilt Structure Original House . U C . ORIGINAL 2-STORY SINGLE FAMILY STRUCTURE TO REMAIN Storage Room 2 Car Carport 1 EXISTING STRUCURE & DEMOLITION 1/4" = 1'-0" @ 22x34 PAGE SIZE 1/8" = 1'-0" @ 11x17 PAGE SIZE DEMOLITION LEGEND DISCRIPTION DESIGNATION FULL DEMOLITION AREAS TO REMAIN REMOVE AND SAVE BRICK I N O T A T R O P R A C E R - e u n e v A d o o w n e K 8 0 9 1 4 0 7 8 7 s a x e T , n i t s u A - - NORTH: N27°,26',14" W - REVISIONS REV: 12 / 10 / 2025 AS-BUILT& DEMOLITION . 1 1 A Rebuilt Structure Original House 18'-3" 12'-3" 1.5" CL B 3'-10" 3'-0" 2 1.5" . U C . Storage Room 8' ceiling Breezeway 8' ceiling 1 3'-0" CL B A A " 0 - ' 3 CL " 9 - ' 0 1 " 9 - ' 4 CL " 0 - ' 3 5/8" basalt gravel @ 2" thick over 12" select compacted fill " 5 - ' 0 2 2 Car Carport Steel columns per structural. Re. elevations for decorative ironwork and re. framing page A6.1 for gage and beam sizing. 3'-1" 14'-0" 22'-1" 5'-0" WUI 7 NOTE: GUTTERS ARE NOT WITHIN THIS PROJECT SCOPE. IN THE FUTURE, HOWEVER, Gutters & downspouts will be constructed of noncombustible material and will be provided with a noncombustible, corrosion resistant means to prevent the accumulation of leaves and debris. . U C . I N O T A T R O P R A C E R - e u n e v A d o o w n e K 8 0 9 1 4 0 7 8 7 s a x e T , n i t s u A EXISTING 2-STORY / SPLIT LEVEL HOUSE - - 34 RT 2024 NOTE ALL CONSTRUCTION SHALL COMPLY WITH 2024 IRC AND CITY OF AUSTIN AMENDMENTS THERETO. 1 PLAN - GROUND LEVEL VISITABILITY PLAN 1/4" = 1'-0" @ 22x34 PAGE SIZE 1/8" = 1'-0" @ 11x17 PAGE SIZE NORTH: N27°,26',14" W REVISIONS REV: 12 / 10 / 2025 REV: 07 / 23 / 2026 FLOOR PLANS 2 . 1 A I N O T A T R O P R A C E R - e u n e v A d o o w n e K 8 0 9 1 4 0 7 8 7 s a x e T , n i t s u A - - 8:12 - SLOPE DN 8:12 - SLOPE DN " 0 - ' 1 . h o . i . t s x e 4" o.h. exist. 2 . 2 A 2 WUI 2 ROOF ASSEMBLY NOTE: Valley flashings shall be not less than 0.019 inch (0.48 mm) (No. 26 galvanized sheet gage) corrosion-resistant metal installed over a minimum 36-inch-wide (914 mm) underlayment consisting of one layer of 72-pound (32.4 kg) mineral-surfaced, nonperforated cap sheet complying with ASTM D 3909 running the full length of the valley. 34 RT 2024 VENTILATION NOTE: Attic ventilation in the main house shall remain unchanged / unaltered to this project. Flat / low slope assembly for combined Carport & Storage roof structure shall be a non-vented cavity. Rebuilt Structure Original House 1 A2.2 . . U C 1'-0" o.h. exist. . . h o " 4 i . t s x e . . U C N D E P O L S - 2 1 : " 4 / 1 8:12 - SLOPE DN 8:12 - SLOPE DN N D E P O L S - 2 1 : 8 N D E P O L S - 2 1 : 8 x WUI 3 1 . 2 A 2 Line of storage unit wall below. GAF Roof assembly System C-35: found on UL Evaluation report, UL ER1306-01, page 21, Table 11 TPO Membrane: GAF EverGuard® TPO 45mil fully adhered over Fire barrier / cover board: ¼-in USG SecureRock gypsum fiber roof board attached with Drill Tek 3" standard steep plates & Drill Tek #12 fasteners at 18 per board, over Deck: Minimum 15/32 in. plywood (or 1-in wood plank) Existing driveway to remain. WUI 2 1 A2.1 Composition Asphalt Shingles, Class A rated per ASTM E 108 or UL 790. " 0 - ' 1 . t s x e i . h . o 4" o.h. exist. . h . o " 4 . t s x e i 34 RT 2024 NORTH: N27°,26',14" W REVISIONS REV: 12 / 10 / 2025 REV: 07 / 23 / 2026 NOTE ALL CONSTRUCTION SHALL COMPLY WITH 2024 IRC AND CITY OF AUSTIN AMENDMENTS THERETO. 1 PLAN - ROOF LEVEL 1/4" = 1'-0" @ 22x34 PAGE SIZE 1/8" = 1'-0" @ 11x17 PAGE SIZE ROOF PLANS 3 . 1 A . U C . Visitibilty Route: Side entry door and threshold to remain no step and any concrete approach shall align within ADA height of the threshold. Side entrance shall remain over 32" clear width. 34 RT 2024 34 RT 2024 Visitibilty Route: Sidewalk to have no steps and no slope greater than 1:12 ratio. . U C . Visitibilty Route: Through rebuilt carport to have no steps from carport parking area through side door entrance. VISITABILITY KEY VISITABLE ROUTE NOTE ALL CONSTRUCTION SHALL COMPLY WITH 2024 IRC AND CITY OF AUSTIN AMENDMENTS THERETO. 34 RT 2024 1 VISITABILITY PLAN 1/4" = 1'-0" @ 22x34 PAGE SIZE 1/8" = 1'-0" @ 11x17 PAGE SIZE I N O T A T R O P R A C E R - e u n e v A d o o w n e K 8 0 9 1 4 0 7 8 7 s a x e T , n i t s u A - - NORTH: N27°,26',14" W REVISIONS REV: 07 / 23 / 2026 VISITABILITY PLAN 4 . 1 A Existing 2-car carport and storage building with flat torch-down roof exhibiting advanced rot and decay. Wooden and galvanized steel pole structure with wood board and batten siding. Unknown historic relevance. Proposed full demolition and replacement. Existing red tone composition roofing shingles. Owner observed cedar shake remnants found in attic, typ. Wooden vent of unknown historic relevance but appears to be part of original exterior fabric. Existing vinyl siding and vinyl vent placed over wood siding of unknown condition and unknown historic relevance. Newer vinyl and aluminum window units throughout. 2x4 and 2x6 trim appears to be a mixture of vinyl and aluminum cladding possibly placed over original trim. Existing cantilever wood deck and railing to remain. Vinyl soffits likely cover previously exposed rafter tails, typ. Existing original masonry to remain, Typical U.N.O. 1 ELEVATION - SOUTH ( Side / Mariposa Street) 1/4" = 1'-0" @ 22x34 PAGE SIZE 1/8" = 1'-0" @ 11x17 PAGE SIZE Existing red tone composition roofing shingles. Owner oberved cedar shake remnants found in attic. Existing vinyl siding placed over wood siding of unknown condition and unknown historic relevance. Vinyl siding appears to cover an original gable vent location. Existing 2-car carport and storage building exhibiting advanced rot and decay. Wooden and galvanized steel pole structure with wood board and batten siding. Window missing. Proposed demolition and replacement. Existing original masonry and updated windows beyond. Masonry proposed to be removed (this wall only on this elevation) and reused on new structure. Existing original masonry to remain, Typical U.N.O. 2 ELEVATION - WEST (Rear / Alley) 1/4" = 1'-0" @ 22x34 PAGE SIZE 1/8" = 1'-0" @ 11x17 PAGE SIZE I N O T A T R O P R A C E R e u n e v A d o o w n e K 8 0 9 1 4 0 7 8 7 s a x e T , n i t s u A - REVISIONS REV: 12 / 10 / 2025 EXISTING ELEVATIONS . h 1 2 A R15'-0" AE PRIMARY POWER PORTION 2 PORTION 1 Replaced Carport and Storage: This structure exactly duplicates the footprint of the existing structure and incorporates a low pitch roof. Original Building : Original masonry and windows to be protected and to remain. N E E W T E B " 6 - ' 9 L A R T U E N & Y R A M R P I I R E R R A C L A R T U E N O T E A " 6 - ' 6 2 R15'-0" AE NEUTRAL 600'-10" TOP OF STRUCTURE " 0 - ' 5 1 7'-6" AE CLEAR TO SKY AND GRADE " 8 / 7 8 - ' 9 591'-9" FINISHED FLOOR " 5 591'-5" HIGHEST ADJ. GRADE " 6 - ' 3 586'-11" AVERAGE ADJACENT GRADE AVERAGE ADJACENT GRADE: (LDC 25, Subchapter F, 3.4.1) the difference between highest and lowest adjacent grade is 3'-7" Lowest adjacent grade: 584'-5" Highest adjacent grade: 591'-7" Average adjacent grade: 588'-0" Hardie Plank(tm) lap siding trim and fascia. Standard style and color TBD by Owner. A 592.75' highest corner portion 2 4x4 mild steel column w/ welded base and ornamental strap metal as illustrated. Re. Engineering for structural elements and welding. Power pole per Austin Energy. Location per survey, Height to primary conductors provided by AE 1 A 4 1 . A 1 A 4 . 1 1 ROOF ASSEMBLY NOTE: Valley flashings shall be not less than 0.019 inch (0.48 mm) (No. 26 galvanized sheet gage) corrosion-resistant metal installed over a minimum 36-inch-wide (914 mm) underlayment consisting of one layer of 72-pound (32.4 kg) mineral-surfaced, nonperforated cap sheet complying with ASTM D 3909 running the full length of the valley. WUI 2 Timberline HDZ Barkwood Algae Resistant Laminated High Definition Shingles rated Class A (UL 790). Any alternate shall be composition asphalt shingles and shall be Class A rated per ASTM E 108 or UL 790 WUI 2 Existing aluminum clad solid 2x8 wood fascia to remain. WUI 4 New soffit to be James Hardie brand Hardie Panel (tm) with a nominal thickness of 0.315" and carries ASTM E84 Class A ignition resistance. Existing brick masonry siding to remain. Existing wood structure to remain. WUI 3 GAF Roof assembly System C-35: found on UL Evaluation report, UL ER1306-01, page 21, Table 11 TPO Membrane: GAF EverGuard® TPO 45mil fully adhered over Fire barrier / cover board: ¼-in USG SecureRock gypsum fiber roof board attached with Drill Tek 3" standard steep plates & Drill Tek #12 fasteners at 18 per board, over Deck: Minimum 15/32 in. plywood (or 1-in wood plank) 16ga. galvanized drip flashing to completely cover edge of OSB substrate and designed for TPO adhesion. New soffit and fascia to be James Hardie brand Hardie Trim (tm) with thickness of 3/4" and carries ASTM E84 Class A ignition resistance. Wood structure as specified on framing plans. WUI 4 New soffit and fascia to be James Hardie brand Hardie Panel (tm) with thickness of 0.315" and carries ASTM E84 Class A ignition resistance. 1 " 0 - ' 5 1 591.25' highest corner portion 1 ELEVATION - SOUTH ( Side / Mariposa Street) 1/4" = 1'-0" @ 22x34 PAGE SIZE 1/8" = 1'-0" @ 11x17 PAGE SIZE FINISHED FLOOR 585'-0 1/4" Replace all exist. composition to be removed and matched to new. Color to be light color and TBD by Owner. Original gable venting to remain. Remove vinyl siding and overlay existing wood siding beneath with 1/2" Zipwall(tm) panels. Finish face to be James Hardie (tm) plank siding w/ standard profile and color TBD WUI 6 NOTE: All new and modified ventilation openings, including but not limited to exhaust vents, attic vents, underfloor vents or any vent in the exterior walls or roof, must be made of non-combustible material with a corrosion-resistant mesh having openings of 1/8” or less. Alternatively, vents designed to prevent flame or ember penetration are acceptable per WUI 506.5.1. Roof vents must not exceed 144 square inches. Dryer exhaust vents and associated ductwork shall be noncombustible. Dryer vents, kitchen exhaust, and standard roof plumbing vent stacks are otherwise exempt. 12 8 I E N L G N D L U B I I I N O T A T R O P R A C E R - e u n e v A d o o w n e K 8 0 9 1 4 0 7 8 7 s a x e T , n i t s u A E N A L P K C A B T E S T N O R F - - New light colored composition singles to replace non-original composition shingles. New fiber reinforced concrete shakes in staggered pattern. Paint as spec. Attic vent to remain. Refer to note on this page if replacement is needed. New 2-car carport and storage building replaced to existing footprint. WUI 6 WUI 6 LOWEST ADJACENT GRADE 584'-5" NOTE: All new and modified ventilation openings, including but not limited to exhaust vents, attic vents, underfloor vents or any vent in the exterior walls or roof, must be made of non-combustible material with a corrosion-resistant mesh having openings of 1/8” or less. Alternatively, vents designed to prevent flame or ember penetration are acceptable per WUI 506.5.1. Roof vents must not exceed 144 square inches. Dryer exhaust vents and associated ductwork shall be noncombustible. Dryer vents, kitchen exhaust, and standard roof plumbing vent stacks are otherwise exempt. - REVISIONS REV: 12 / 10 / 2025 REV: 07 / 23 / 2026 A A Rebuilt storage structure with matching siding. Existing original masonry to remain, Typical U.N.O. TOP OF STRUCTURE 601'-10" TOP OF STEEL BM 600'-7" BUILD-OUT ELEVATIONS " 6 - ' 8 FINISHED FLOOR 591'-9" . 1 2 A 3 EXIST. HOUSE SOFFIT & FASCIA 1/4" = 1'-0" @ 22x34 PAGE SIZE 1/8" = 1'-0" @ 11x17 PAGE SIZE 4 CARPORT SOFFIT AND FASCIA 1/4" = 1'-0" @ 22x34 PAGE SIZE 1/8" = 1'-0" @ 11x17 PAGE SIZE 2 ELEVATION - WEST (Rear / Alley) 1/4" = 1'-0" @ 22x34 PAGE SIZE 1/8" = 1'-0" @ 11x17 PAGE SIZE Existing red tone composition roofing shingles. Owner observed cedar shake remnants found in attic. Vinyl siding appears to cover an original gable vent location. Remove vinyl siding and overlay existing wood siding beneath with 1/2" Zipwall(tm) panels. Finish face to be James Hardie (tm) plank siding w/ standard profile and color TBD Existing 2-car carport and storage building with flat torch-down roof exhibiting advanced rot and decay. Wooden and galvanized steel pole structure with wood board and batten siding. Window in poor condition but likely part of carport addition. Unknown historic relevance. Proposed full demolition and replacement. Existing original masonry to be removed at this wall and saved for new structure. Move electrical meter and panel to this wall. Vinyl siding and newer vinyl casement window adjacent to door. Existing original masonry to remain, Typical U.N.O. 1 ELEVATION - NORTH 1/4" = 1'-0" @ 22x34 PAGE SIZE 1/8" = 1'-0" @ 11x17 PAGE SIZE Existing red tone composition roofing shingles. Owner observed cedar shake remnants found in attic. Newer vinyl and aluminum window units throughout. Existing original masonry cladding and retaining wall to remain, Typical U.N.O. 2 ELEVATION - EAST (Front / Kenwood Avenue) 1/4" = 1'-0" @ 22x34 PAGE SIZE 1/8" = 1'-0" @ 11x17 PAGE SIZE I N O T A T R O P R A C E R e u n e v A d o o w n e K 8 0 9 1 4 0 7 8 7 s a x e T , n i t s u A - REVISIONS REV: 12 / 10 / 2025 EXISTING ELEVATIONS . h 2 A WUI 6 PORTION 1 WUI 6 NOTE: All new and modified ventilation openings, including but not limited to exhaust vents, attic vents, underfloor vents or any vent in the exterior walls or roof, must be made of non-combustible material with a corrosion-resistant mesh having openings of 1/8” or less. Alternatively, vents designed to prevent flame or ember penetration are acceptable per WUI 506.5.1. Roof vents must not exceed 144 square inches. Dryer exhaust vents and associated ductwork shall be noncombustible. Dryer vents, kitchen exhaust, and standard roof plumbing vent stacks are otherwise exempt. Replace all exist. composition to be removed and matched to new. Color to be light color and TBD by Owner. Original gable venting to remain. Remove vinyl siding and overlay existing wood siding beneath with 1/2" Zipwall(tm) panels. Finish face to be James Hardie (tm) plank siding w/ standard profile and color TBD 12 8 PORTION 2 R15'-0" AE PRIMARY POWER 8'-0" arm width per AE Original House : Original masonry and windows to be protected and to remain. Replaced Carport and Storage: This structure exactly duplicates the footprint of the existing structure and incorporates a low pitch roof. AVERAGE ADJACENT GRADE: (LDC 25, Subchapter F, 3.4.1) the difference between highest and lowest adjacent grade is 3'-7" Lowest adjacent grade: 584'-5" Highest adjacent grade: 591'-5" Average adjacent grade: 586'-10" 1 A 4 . 1 Hardie Plank(tm) lap siding trim and fascia. Standard style and color TBD by Owner. R15'-0" AE NEUTRAL E N I L G N D L I U B I " 0 - ' 5 1 585' 0 1/4" FINISHED FLOOR 584'-5" LOWEST ADJACENT GRADE RZ2(2)c 591.25' highest corner portion 1 B B B 1 " 0 - ' 5 1 TOP OF PLATE 599'-10" 7'-6" AE CLEAR TO SKY AND GRADE 592.75' highest corner portion 2 Power pole per Austin Energy. Location per survey, Height to primary conductors provided by AE " 0 - ' 8 " 5 FINISHED FLOOR 591'-10" " 5 - ' 3 HIGHEST ADJACENT GRADE 591'-5" AVERAGE 586'-11" ADJACENT GRADE ELEVATION - NORTH 1/4" = 1'-0" @ 22x34 PAGE SIZE 1/8" = 1'-0" @ 11x17 PAGE SIZE 1 A 4 1 . 1 600'-10" TOP OF PLATE 12 8 " 0 - ' 9 591'-10" FINISHED FLOOR 585'-0 1/4" FINISHED FLOOR PORTION 2 PORTION 1 ) 2 n o i t r o p ( " 6 1 / 3 1 1 - ' 5 1 ) 1 n o i t r o p ( " 0 - ' 5 1 highest corner portion 2 592.75' 591.25' highest corner portion 1 12 8 2 ELEVATION - EAST (Front / Kenwood Avenue) 1/4" = 1'-0" @ 22x34 PAGE SIZE 1/8" = 1'-0" @ 11x17 PAGE SIZE N E E W T E B " 6 - ' 9 L A R T U E N & Y R A M R P I I R E R R A C L A R T U E N O T E A " 6 - ' 6 2 I S R E R R A C Y R A M R P O T E A " 0 - ' 6 3 I I N O T A T R O P R A C E R - e u n e v A d o o w n e K 8 0 9 1 4 0 7 8 7 s a x e T , n i t s u A - - - REVISIONS REV: 12 / 10 / 2025 REV: 07 / 23 / 2026 BUILD-OUT ELEVATIONS . 2 2 A