9.2 4308 Duval St - original drawings — original pdf

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SUBCHAPTER F COMPLIANCE PLOT PLAN INFORMATION PLOT PLAN KEY NOTES PLOT PLAN LEGEND TREE PROTECTION LEGEND 2.1 MAXIMUM DEVELOPMENT PERMITTED PROPSOED FAR: .35 REFER TO SHEET A1.13 FOR FAR DIAGRAMS. BUILDING HEIGHT PROPOSED BUILDING HEIGHT: 30'-8" REFER TO DRAWING 2/A3.10 FOR HEIGHT MEASUREMENT. FRONT YARD SETBACK FRONT YARD SETBACK IS EXISTING REFER TO DRAWING 1/A1.10 REAR YARD SETBACK PROPOSED REAR YARD SETBACK: 43'-2" REFER TO DRAWING 1/A1.10 SIDE YARD SETBACKS PROPOSED SIDE SETBACKS EXCEED 5'-0" REFER TO DRAWING 1/A1.10 SETBACK PLANES REFER TO ELEVATIONS FOR SETBACK PLANE COMPLIANCE SIDE WALL ARTICULATION EXEMPT FROM SIDE WALL ARTICULATION PER 2.7.2.B 2.2 2.3 2.4 2.5 2.6 2.7 PROPERTY ADDRESS: 4306 DUVAL ST AUSTIN, TX 78751 SF3-HD-NCCD-NP ZONING: SETBACKS FRONT: 25'-0" REQUIRED, 23'-8" EXISTING REAR: 10'-0" REQUIRED, 43'-2" PROVIDED INTERIOR SIDES: 5'-0" REQUIRED, 5'-3" PROVIDED REQUIRED PARKING: PROVIDED PARKING: 2 STALLS REQUIRED 2 STALLS PROVIDED AVERAGE GRADE CALCULATIONS HIGH POINT ADJACENT STRUCTURE: 614.4' LOW POINT ADJACENT STRUCTURE: 612.35' AVERAGE GRADE: (614.4+612.4) / 2 = 613.4' 1. 2. 3. 4. 5. 6. 7. 8. EXISTING PROPERTY LINE DASHED RED LINE REPRESENTS LINE OF REQUIRED SETBACK TREES OVER 19" TO BE PROTECTED PER TREE PROTECTION STANDARDS ON SHEET A0.03. DASHED BLUE LINE REPRESENTS ROOF OVERHANG. ALL LESS THAN 24" FROM EXTERIOR WALL FACE. PROPOSED NEW ELECTRICAL STRIKE, PANEL AND UNDERGROUND ROUTING. PENDING APPROVAL FROM AUSITN ELECTRIC. INSTALL TREE PROTECTION FENCING AROUND ENTIRE AVAILABLE CRZ RETAIN EXISTING CONCRETE DRIVEWAY WITHIN 1/2 CRZ OF TREE 501. EXISTING WASTEWATER CLEANOUT LOCATION. CONTRACTOR TO RELOCATE CLEANOUT PRIOR TO START OF CONSTRUCTION. ROOF OVERHANG ACCESS ROUTE EXISTING STRUCTURE AT GRADE PROPOSED STRCUTURE AT GRADE PROPOSED WOOD DECK AT GRADE CONCRETE PAVING AT GRADE GRAVEL WITH COMPACTED SUB-BASE WOOD DECK BRICK PAVING CONSTRUCTION STAGING COMPONENT CRITICAL ROOT ZONE HALF-CRITICAL ROOF ZONE PROTECT THIS AREA FOR ALL TREES OVER 19" DBH QUARTER-CRITICAL ROOF ZONE PROTECT THIS AREA FOR ALL TREES OVER 19" DBH TREE-PROTECTION FENCING REQUIRED FOR ALL TREES OVER 19" DBH Architect of Record 2235 E 6th St Austin TX, 78702 2022 Project WHORTON ADDITION 4308 Duval St Austin, TX 78751 UTILITY LEGEND 8" OF MULCH INSTALLED IN ENTIRE AVAILABLE ROOT ZONE AREA. THIS INCLUDES AREAS OUTSIDE OF THE TREE PROTECTION FENCE THAT ARE WITHIN THE FULL CRZ GAS LINE BLUE REPRESENTS PROPOSED UTILITY GRAY REPRESENTS EXISTING UTILITY Architect's Seal OVERHEAD POWER LINE BURIED ELECTRICAL LINE WATER LINE SANITARY SEWER LINE City Approval Stamp TREE LIST FRONT YARD IMPERVIOUS COVERAGE CALC FRONT YARD AREA: 1,536 SQ FT FRONT YARD IMPERVIOUS COVERAGE AREA: 349 SQ FT PROPOSED IMPERVIOUS COVERAGE %: 22.7% ALLOWABLE IMPERVIOUS COVERAGE %: 40% (615 SQ FT) 21'-3 5/8" PORTION 3 - SETBACK PLANE 40'-0" PORTION 2 - SETBACK PLANE 40'-0" PORTION 1 - SETBACK PLANE 23'-8" BUILDING LINE 1 EL. 613.80' \\ 43'-2 1/2" PROPOSED REAR SETBACK N 59º54'58" E 124.97' \\ EL. 613.21' 18'-10" \ \ \\ " 0 - ' 5 . Q E R R A E R K C B T S " 4 / 1 3 - ' 5 . P O R P E D S I K C B T S \\ \\ EL. 611.88' \\ EL. 612.35' LOWEST POINT FRONT YARD AREA 1,536 sq ft 506 5 1 6 P P EL. 615.00' \ \ E \ \ E 1 ) T A L P R E P ( Y E L L A ' 2 1 ' 0 0 . 0 5 ' W " 2 0 5 0 º 0 3 S MATERIAL STAGING DUMPSTER 3'-8" 2 SPOILS PLACEMENT WASHOUT AREA PORTABLE TOILET 6 1 5 " 0 - ' 1 1 " 2 / 1 3 - ' 1 3 PROPOSED ADDITION 556 SQ FT PROPOSED PATIO 40 SQ FT 8 EXISTING RESIDENCE 978 SQ FT WW PROPOSED OVERHANG 35 SQ FT G 5 1 6 10'-0" REQ. REAR SETBACK \ \ 5 E P P EL. 615.00' E \ \ EX. GARAGE 298 SQ FT NO WORK THIS AREA E EL. 615.00' HIGHEST POINT PORTION 1 15'-1 1/2" STRUCTURE SEPARATION EL. 614.40' HIGHEST POINT I K C A B T E S E D S D E S O P O R P (1) PARKING STALL " 0 - ' 3 1 " 0 - ' 5 E D S I . Q E R K C A B T E S DRIVEWAY 677 SQ FT 502 N 59º54'58" W 124.93' " 0 - ' 2 " 0 - ' 2 " 0 - ' 3 " 0 - ' 3 " 0 - ' "2 0 - ' 1 504 EL. 613.87' HIGHEST POINT PORTION 1 37 501 3 5'- 6 " 1 / 4 C Z R Z R 1'- 0 " F C L 1 A H (1) PARKING STALL EL. 612.14' Z R 2'- 0 " L C L 2 U F 1 EX. COVERED PATIO 75 SQ FT EX. CONC. SIDEWALK 87 SQ FT FRONT YARD IMPERVIOUS COVERAGE 162 sq ft 6 500 FRONT YARD IMPERVIOUS COVERAGE 187 sq ft P P 0 1 6 P P ' 0 0 . 0 5 ' W " 3 1 8 0 º 0 3 S " 8 / 3 9 - ' 1 1 H C A O R P P A F O H T D W I 1 PLOT PLAN SCALE: 1/8" = 1'-0" 0 4' 8' N 16' GENERAL PLAN NOTES CONTRACTOR TO FIELD VERIFY ALL EXISTING DIMENSIONS AND NOTIFY ARCHITECT AND OWNER OF ANY DISCREPANCIES 1. 2. 3. 5. DO NOT SCALE PLANS. V.I.F. ALL STAIR RISER HEIGHTS.RISERS CANNOT EXCEED 7-3/4". ALL DIMENSIONS SHOWN ARE FRAMING DIMENSIONS UNLESS NOTED OTHERWISE. 4. VERIFY ALL WINDOW R.O. DIMENSIONS WITH WINDOW MANUFACTURER PRIOR TO FRAMING AND CONTACT ARCHITECT IN CASE OF DISCREPANCY. ALL CABINETS TO HAVE 2X12 BLOCKING @ 3'-0" O.C. AFF, 4'-6" O.C. AFF AND 8'-0" O.C. AFF IS REQUIRED 6. ALL C.I.P. CONCRETE FLOORING TO BE FINISHED AS FINAL FLOORING ON THE GROUND FLOOR. PROTECT CONCRETE ACCORDINGLY. 7. SEE SHEET G002 FOR ALL MOUNTING HEIGHTS FOR ALL FINISH MATERIALS, TRIM, AND ELECTRICAL FIXTURES. 8. MINIMUM JAMB DIMENSION TO BE 4 1/2", FRAMED. SEE INTERIOR DETAILS Revision Block Transmittal Set ID Transmittal Set Name Date 01 BUILDING PERMIT 09.02.2022 W M ARCHITECT: PLURAL OFFICE LLC CLIENT: LUKE WHORTON ADDRESS: 4308 DUVAL ST AUSTIN, TX 78751 PROJECT NO: 2204LWA DATE: 9/6/22 SCALE: If printed on 22x34 or 24x36 sheet, the scale is as indicated. If printed on an 11x17 or 12x18 sheet, the scale is reduced by half. Plot Plan A1.10 WHORTON ADDITION ADDRESS: 4308 DUVAL ST AUSTIN, TX 78751 BUILDING PERMIT SUBMISSION 09/02/2022 Architect of Record 2235 E 6th St Austin TX, 78702 2022 Project WHORTON ADDITION 4308 Duval St Austin, TX 78751 Architect's Seal City Approval Stamp ID SHEET INDEX NAME A0.00 A0.01 A0.02 A0.03 A0.04 A1.01 A1.10 A1.10 A1.11 A1.13 A1.14 A2.10 A2.20 A2.20 A2.21 A2.22 A3.10 A3.11 A3.20 A8.10 A8.20 Cover Renderings Existing Photography General Notes Tree Protection Standards Survey Plot Plan Demolition Site Plan Coverage Site Plan FAR and Visitability Plans Tree 501 Protection Demolition Plan Foundation Plan First Floor Plan Second Floor Plan Roof Plan Building Elevations Building Elevations Building Sections Window and Door Schedule Assemblies and Wall Section OWNER LUKE WHORTON 4308 DUVAL ST AUSTIN, TX 78751 CONTRACTOR TBD ARCHITECT PLURAL OFFICE LLC 2124 E 6TH ST #415 AUSTIN, TX 78702 TBAE# BR 3976 ENGINEER TBD PLURAL OFFICE LLC holds all rights of copyright to these drawings. Any reproductions, alteration, modifications, usage or incorporation into other documents may not occur without the prior written permission of PLURAL OFFICE LLC. © 2022 PLURAL OFFICE LLC PROJECT SUMMARY PROJECT ADDRESS: 4308 DUVAL ST, AUSTIN TX 78751 GROSS ACREAGE: .143 ACRES (6,211 SQ FT) ZONING: SF-3-HD-NCCD-NP APPLICABLE CODES (INCLUDING LOCAL AMENDMENTS/ORDINANCES): • 2021 INTERNATIONAL RESIDENTIAL CODE (IRC) • 2021 INTERNATIONAL ENERGY CODE (IECC) • 2021 INTERNATIONAL FIRE CODE (IFC) • 2021 UNIFORM PLUMBING CODE (UPC) • 2021 UNIFORM MECHANICAL CODE (UMC) • 2020 NATIONAL ELECTRICAL CODE (NEC) PROJECT DESCRIPTION: ADDITION TO EXISTING RESIDENCE. ADDING 1 BEDROOM AND TWO BATHS. PARTIAL DEMOLITION OF EXISTING STRUCTURE LESS THAN 50% OF EXTERIOR WALLS. LIMITATION OF WARRANTY OF ARCHITECT'S WORK PRODUCT: THE ARCHITECT AND HIS CONSULTANTS DO NOT WARRANT OR GUARANTEE THE ACCURACY AND COMPLETENESS OF THE WORK PRODUCT THEREIN BEYOND A REASONABLE DILIGENCE. IF ANY MISTAKES, OMISSIONS OR DISCREPANCIES ARE FOUND TO EXIST WITHIN THE WORK PRODUCT, THE ARCHITECT SHALL BE PROMPTLY NOTIFIED SO THAT HE MAY HAVE THE OPPORTUNITY TO TAKE WHATEVER STEPS ARE NECESSARY TO RESOLVE THEM. FAILURE TO PROMPTLY NOTIFY THE ARCHITECT OF SUCH CONDITIONS SHALL ABSOLVE THE ARCHITECT FROM ANY RESPONSIBILITY FOR THE CONSEQUENCES OF SUCH FAILURE. ACTIONS TAKEN WITHOUT THE KNOWLEDGE AND CONSENT OF THE ARCHITECT, OR IN CONTRADICTION TO THE ARCHITECT'S WORK PRODUCT OR RECOMMENDATIONS, SHALL NOT BE THE RESPONSIBILITY OF THE ARCHITECT. SCOPE DOCUMENT: THESE DRAWINGS INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPT, THE DIMENSIONS OF THE BUILDING, THE MAJOR ARCHITECTURAL ELEMENTS AND THE TYPE OF STRUCTURAL, MECHANICAL AND ELECTRICAL SYSTEMS. AS SCOPE DOCUMENTS, THESE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE CONTRACT DOCUMENTS. ON THE BASIS OF THE GENERAL SCOPE INDICATED OR DESCRIBED, THE CONTRACTOR SHALL FURNISH ALL ITEMS REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. DECISIONS OF THE ARCHITECT AS TO THE ITEMS OF WORK INCLUDED WITHIN THE SCOPE OF THIS DOCUMENT SHALL BE FINAL. Revision Block Transmittal Set ID Transmittal Set Name Date 01 BUILDING PERMIT 09.02.2022 ARCHITECT: PLURAL OFFICE LLC CLIENT: LUKE WHORTON ADDRESS: 4308 DUVAL ST AUSTIN, TX 78751 PROJECT NO: 2204LWA DATE: 9/6/22 SCALE: If printed on 22x34 or 24x36 sheet, the scale is as indicated. If printed on an 11x17 or 12x18 sheet, the scale is reduced by half. Cover A0.00 City of Austin | Residential New Construction and Addition Permit Application 7/12/22 | Page 2 of 7# existing bedrooms: # bedrooms upon completion: # baths existing: # baths upon completion: Project Description: (Note: Please provide thorough description of project. Attach additional pages as necessary.) _________________________________________________________________________________________________ _________________________________________________________________________________________________ Trades Permits Required (Check as applicable): electric plumbing mechanical (HVAC) concrete (R.O.W.) Total Remodeled Floor Area (if applicable) sq ft. (work within existing habitable square footage) Job Valuation – For Properties in a Floodplian Only Total Job Valuation: $__________________ Note: The total job valuation should be the sum total of all valuations noted to the right. Labor and materials only, rounded to nearest dollar. Amount for Primary Structure: $ ________________ Elec: Y N | Plmbg: Y N | Mech: Y N Amount for Accessory Structure: $ ________________ Elec: Y N | Plmbg: Y N | Mech: Y N Site Development Information Area Description Note: Provide a separate calculation for each distinct area. Attach additional sheets as necessary. Measurements are to the outside surface of the exterior wall. Existing sq. ft. to Remain New/Added sq. ft. Total sq. ft. Bldg. 1 Bldg. 2 Bldg. 1 Bldg. 2 Bldg. 1 Bldg. 2 a)1st Floor conditioned areab)2nd Floor conditioned areac)3rd Floor conditioned aread)Basemente)Covered parking (garage or carport)f)Covered patio, deck, porch, and/or balcony area(s)g)Other covered or roofed areah)Uncovered wood decksTotal Building Area (total a through h) i)Poolj)Spak)Remodeled Floor Area, excluding Addition /New ConstructionThe Calculation Aid on page 7 is to be used to complete the following calculations and to provide additional information. Building Coverage Information Note: Building Coverage means the area of a lot covered by buildings or roofed areas, but excludes ground-level paving, landscaping, open recreational facilities, incidental projecting eaves, balconies, and similar features. Pools, ponds, and fountains are not included in this measurement. (LDC 25-1-21) Total Building Coverage (sq ft): ___________ % of lot size: ________ Impervious Cover Information Note: Impervious cover is the total horizontal area of covered spaces including building coverage, paved areas, walkways, and driveways. The term excludes pools, ponds, fountains, and areas with gravel placed over pervious surfaces that are used only for landscaping or by pedestrians. For an uncovered wood deck that has drainage spaces between the deck boards and that is located over a pervious surface, 50 percent of the horizontal area of the deck is included in the measurement of impervious cover. (LDC 25-1-23) Total Impervious Cover (sq ft): _____________ % of lot size: ________ Setbacks Are any existing structures on this site a non-compliant structure based on a yard setback requirement? (LDC 25-2-492) Y N Does any structure (or an element of a structure) extend over or beyond a required yard? (LDC 25-2-513) Y N Is front yard setback averaging being utilized on this property? (LDC 25-2, Subchapter F, Sec. 2.3 or 25-2-778) Y N Height Information (LDC 25-1-21 or 25-2 Subchapter F, Section 3.4) Building Height: _______ ft ___ in Number of Floors: _____ Parking (LDC 25-6 Appendix A & 25-6-478) # of spaces required: ________ # of spaces provided: ________ 222931nnn44.202,746.0031.901,982.000.00350.00350.000.000.000.000.000.002,630.000.001,279.000.001,351.000.000.000.000.000.00150.0075.0075.000.00298.00298.000.000.000.0029.0029.000.00619.00619.000.000.001,534.00556.00978.003500nnnADDITION TO EXISTING RESIDENCE. ADDING ONE BEDROOM AND TWO BATHS. PARTIAL DEMOLITION OF EXISTING STRUCTURE LESS THAN 50% OF EXTERIOR WALLS. 3.01.032City of Austin | Residential New Construction and Addition Permit Application 7/12/22 | Page 7 of 7Calculation Aid Area Description Note: Provide a separate calculation for each distinct area. Attach additional sheets as necessary. Measurements are to the outside surface of the exterior wall.Existing Sq Ft New/Added Sq Ft Total Sq Ft a)1st floor conditioned areab)2nd floor conditioned areac)3rd floor conditioned aread)Basemente)Attached Covered Parking (garage or carport)f)Detached Covered Parking (garage or carport)g)Covered Wood Decks (counted at 100%)h)Covered Patioi)Covered Porchj)Balconyk)Other – Specify: Total Building Area (TBA) (add: a through k) Total Building Coverage (TBC) (from TBA subtract, if applicable: b, c, d, and j) (A)(B)l)Drivewaym)Sidewalksn)Uncovered Patioo)Uncovered Wood Decks (counted at 50%)p)AC pads and other concrete flatworkq)Other (Pool Coping, Retaining Walls) Total Site Impervious Coverage(add: TBC and l through q)(C) (D) r)Pools)SpaBuilding Coverage Information Note: Building Coverage means the area of a lot covered by buildings or roofed areas, but excludes ground level paving, landscaping, open recreational facilities, incidental projecting eaves, balconies, and similar features. Pools, ponds, and fountains are not included in this measurement. (LDC 25-1-21)Lot Area (sq. ft.): ______________ Existing Building Coverage (see above A, sq. ft.): ____________ Existing Coverage % of lot (A ÷ Lot Area) x 100 : ________ % Final Building Coverage (see above B, sq. ft.): ____________ Final Coverage % of lot (B ÷ Lot Area ) x 100 : ________ % Impervious Cover Information Note: Impervious cover is the total horizontal area of covered spaces including all building coverage, paved areas, walkways, and driveways. The term excludes pools, ponds, fountains, and areas with gravel placed over pervious surfaces that are used only for landscaping or by pedestrians. (LDC 25-1-23) Existing Impervious Coverage (see above C, sq. ft.): _____________ Existing coverage % of lot (C ÷ Lot Area ) x 100 : ________ % Final Impervious Coverage (see above D, sq. ft.): _____________ Final coverage % of lot (D ÷ Lot Area ) x 100 : ________ % 44.202,746.0034.002,115.0031.901,982.0022.001,351.006,211.000.000.000.000.000.000.002,746.00631.002,115.000.000.000.000.000.000.0087.0087.00677.00677.001,982.00631.001,351.002,630.001,279.001,351.000.000.000.00150.0075.0075.000.00298.00298.000.000.000.000.0029.0029.000.00619.00619.000.001,534.00556.00978.00City of Austin | Residential New Construction and Addition Permit Application 7/12/22 | Page 3 of 7Right-of-Way Information Is a sidewalk required for the proposed construction? (LDC 25-6-353) Y N *Sidewalks are to be installed on any new construction of a single family, two-family or duplex residential structure and any addition to an existing building thatincreases the building’s gross floor area by 50 % or more.Will a Type I driveway approach be installed, relocated, removed or repaired as part of this project? Y N Width of approach (measured at property line): ___________ ft Distance from intersection (for corner lots only): __________ ft Are storm sewer inlets located within ten (10) feet of the end of any proposed driveway? Y N (New driveways within ten (10) feet of an inlet with require additional review) Subchapter F Gross Floor Area This section is only required for projects located within the Residential Design and Compatibility Standards Ordinance Boundaries as defined and illustrated in Title 25-2 Subchapter F of the Land Development Code. The Gross Floor Area of each floor is measured as the area contained within the outside edge of the exterior walls. Existing sq. ft. to remain New/Added sq. ft. Proposed Exemption (check article utilized) Applied Exemption sq. ft. Total sq. ft. 1st Floor 2nd Floor 3rd Floor Area w/ ceilings > 15’ Must follow article 3.3.5 Ground Floor Porch1 (check article utilized) Full Porch sq. ft. (3.3.3.A) 200 sq. ft. (3.3.3 A 2) Basement 4 Must follow article 3.3.3B, see note below Attic 5 Must follow article 3.3.3C, see note below Garage2 (check article utilized) Attached 200 sq. ft. (3.3.2 B 1) Detached 450 sq. ft. (3.3.2 A 1 / 2a) 200 sq. ft. (3.3.2 B 2a / 2b) Carport2: (check article utilized) Attached 450 sq. ft. (3.3.2 A 3) 200 sq. ft. (3.3.2 B 1)3 Detached 450 sq. ft. (3.3.2 A 1) Accessory Building(s) (detached) Totals TOTAL GROSS FLOOR AREA (Total Gross Floor Area ÷ Lot Area) x 100 = ___________________ Floor-To-Area Ratio (FAR) Is a sidewall articulation required for this project? Y N (Yes, if: a wall, 15’ tall or higher, within 9 feet of a side property line extends further than 36 feet in length per article 2.7.1) Does any portion of the structure extend beyond a setback plane/exemption exhibit (aka “tent”)? Y N (If Yes, indicate applicable section of Subchapter F and length of protrusion on the drawings.) 1.Ground Floor Porch exemption: A ground floor porch, including a screened porch, may be exempted, provided that the porch is not accessible by automobile andis not connected to a driveway; and the exemption may not exceed 200 square feet if a porch has habitable space or a balcony above it. 2.Garage and carport exemptions (in relation to primary structure): Exemptions must follow the code as outlined in Title 25-2 Subchapter F 3.3.2. Each amountlisted (450 or 200) is the maximum exclusion allowed per the article designated. Note: Article 3.3.2 C, “An applicant may receive only one 450-square footexemption per site under paragraph A. An applicant who receives a 450-square foot exemption may receive an additional 200-foot exemption for the same site under paragraph B, but only for an attached parking area used to meet minimum parking requirements.”3.Ordinance article 3.3.2 B 1 is 200 sq. ft. exemption may be combined with a 450 sq. ft. exemption. Otherwise only one 450 exemption or one 200 sq. ft. exemption may be taken. 4.Basement exemption: A habitable portion of a building that is below grade may be exempted if the habitable portion does not extend beyond the first-story footprintand is below natural or finished grade, whichever is lower; and it is surrounded by natural grade for at least 50% of its perimeter wall area and the finished floor of the first story is not more than three feet above the average elevation at the intersections of the minimum front yard setback line and the side property lines.5.Habitable Attic exemption: A habitable portion of an attic may be exempted if: 1) The roof above it is not a flat or mansard roof and has a slope of 3 to 12 or greater; 2) It is fully contained within the roof structure; 3) It has only one floor; 4) It does not extend beyond the footprint of the floors below; 5) It is the highesthabitable portion of the building, or a section of the building, and adds no additional mass to the structure; and 6) Fifty percent or more of the area over 5 feet has aceiling height of seven feet or less.nnnnn0.352,182.001,204.001,428.000.000.000.000.00450.00n450.000.000.000.000.000.0029.0029.00619.00619.001,534.00556.00978.0011.8PROPOSED ADDITION EXISTING RESIDENCE TO REMAIN PROPOSED ADDITION 4 AXONOMETRIC RENDERING NOT TO SCALE 3 RENDERING OF THE PROPOSED REAR FACADE NOT TO SCALE PROPOSED ADDITION EXISTING RESIDENCE TO REMAIN PROPOSED ADDITION EXISTING RESIDENCE TO REMAIN 2 RENDERING OF THE PROPOSED SOUTH FACADE NOT TO SCALE 1 RENDERING FROM DUVAL STREET NOT TO SCALE Architect of Record 2235 E 6th St Austin TX, 78702 2022 Project WHORTON ADDITION 4308 Duval St Austin, TX 78751 Architect's Seal City Approval Stamp Revision Block Transmittal Set ID Transmittal Set Name Date 01 BUILDING PERMIT 09.02.2022 ARCHITECT: PLURAL OFFICE LLC CLIENT: LUKE WHORTON ADDRESS: 4308 DUVAL ST AUSTIN, TX 78751 PROJECT NO: 2204LWA DATE: 9/6/22 SCALE: If printed on 22x34 or 24x36 sheet, the scale is as indicated. If printed on an 11x17 or 12x18 sheet, the scale is reduced by half. Renderings A0.01 Architect of Record 2235 E 6th St Austin TX, 78702 2022 Project WHORTON ADDITION 4308 Duval St Austin, TX 78751 Architect's Seal City Approval Stamp Revision Block Transmittal Set ID Transmittal Set Name Date 01 BUILDING PERMIT 09.02.2022 ARCHITECT: PLURAL OFFICE LLC CLIENT: LUKE WHORTON ADDRESS: 4308 DUVAL ST AUSTIN, TX 78751 PROJECT NO: 2204LWA DATE: 9/6/22 SCALE: If printed on 22x34 or 24x36 sheet, the scale is as indicated. If printed on an 11x17 or 12x18 sheet, the scale is reduced by half. Existing Photography A0.02 4 EXISTING NORTH FACADE SCALE: 1:2.50 3 EXISTING EAST FACADE SCALE: 1:2.50 2 EXISTING SOUTH FACADE SCALE: 1:2.50 1 EXISTING WEST FACADE SCALE: 1:2.50 Architect of Record 2235 E 6th St Austin TX, 78702 2022 Project WHORTON ADDITION 4308 Duval St Austin, TX 78751 Architect's Seal City Approval Stamp Revision Block Transmittal Set ID Transmittal Set Name Date 01 BUILDING PERMIT 09.02.2022 ARCHITECT: PLURAL OFFICE LLC CLIENT: LUKE WHORTON ADDRESS: 4308 DUVAL ST AUSTIN, TX 78751 PROJECT NO: 2204LWA DATE: 9/6/22 SCALE: If printed on 22x34 or 24x36 sheet, the scale is as indicated. If printed on an 11x17 or 12x18 sheet, the scale is reduced by half. Survey A1.01 SUBCHAPTER F COMPLIANCE PLOT PLAN INFORMATION PLOT PLAN KEY NOTES PLOT PLAN LEGEND TREE PROTECTION LEGEND 2.1 MAXIMUM DEVELOPMENT PERMITTED PROPSOED FAR: .35 REFER TO SHEET A1.13 FOR FAR DIAGRAMS. BUILDING HEIGHT PROPOSED BUILDING HEIGHT: 30'-8" REFER TO DRAWING 2/A3.10 FOR HEIGHT MEASUREMENT. FRONT YARD SETBACK FRONT YARD SETBACK IS EXISTING REFER TO DRAWING 1/A1.10 REAR YARD SETBACK PROPOSED REAR YARD SETBACK: 43'-2" REFER TO DRAWING 1/A1.10 SIDE YARD SETBACKS PROPOSED SIDE SETBACKS EXCEED 5'-0" REFER TO DRAWING 1/A1.10 SETBACK PLANES REFER TO ELEVATIONS FOR SETBACK PLANE COMPLIANCE SIDE WALL ARTICULATION EXEMPT FROM SIDE WALL ARTICULATION PER 2.7.2.B 2.2 2.3 2.4 2.5 2.6 2.7 PROPERTY ADDRESS: 4306 DUVAL ST AUSTIN, TX 78751 SF3-HD-NCCD-NP ZONING: SETBACKS FRONT: 25'-0" REQUIRED, 23'-8" EXISTING REAR: 10'-0" REQUIRED, 43'-2" PROVIDED INTERIOR SIDES: 5'-0" REQUIRED, 5'-3" PROVIDED REQUIRED PARKING: PROVIDED PARKING: 2 STALLS REQUIRED 2 STALLS PROVIDED AVERAGE GRADE CALCULATIONS HIGH POINT ADJACENT STRUCTURE: 614.4' LOW POINT ADJACENT STRUCTURE: 612.35' AVERAGE GRADE: (614.4+612.4) / 2 = 613.4' 1. 2. 3. 4. 5. 6. 7. 8. EXISTING PROPERTY LINE DASHED RED LINE REPRESENTS LINE OF REQUIRED SETBACK TREES OVER 19" TO BE PROTECTED PER TREE PROTECTION STANDARDS ON SHEET A0.03. DASHED BLUE LINE REPRESENTS ROOF OVERHANG. ALL LESS THAN 24" FROM EXTERIOR WALL FACE. PROPOSED NEW ELECTRICAL STRIKE, PANEL AND UNDERGROUND ROUTING. PENDING APPROVAL FROM AUSITN ELECTRIC. INSTALL TREE PROTECTION FENCING AROUND ENTIRE AVAILABLE CRZ RETAIN EXISTING CONCRETE DRIVEWAY WITHIN 1/2 CRZ OF TREE 501. EXISTING WASTEWATER CLEANOUT LOCATION. CONTRACTOR TO RELOCATE CLEANOUT PRIOR TO START OF CONSTRUCTION. ROOF OVERHANG ACCESS ROUTE EXISTING STRUCTURE AT GRADE PROPOSED STRCUTURE AT GRADE PROPOSED WOOD DECK AT GRADE CONCRETE PAVING AT GRADE GRAVEL WITH COMPACTED SUB-BASE WOOD DECK BRICK PAVING CONSTRUCTION STAGING COMPONENT CRITICAL ROOT ZONE HALF-CRITICAL ROOF ZONE PROTECT THIS AREA FOR ALL TREES OVER 19" DBH QUARTER-CRITICAL ROOF ZONE PROTECT THIS AREA FOR ALL TREES OVER 19" DBH TREE-PROTECTION FENCING REQUIRED FOR ALL TREES OVER 19" DBH Architect of Record 2235 E 6th St Austin TX, 78702 2022 Project WHORTON ADDITION 4308 Duval St Austin, TX 78751 UTILITY LEGEND 8" OF MULCH INSTALLED IN ENTIRE AVAILABLE ROOT ZONE AREA. THIS INCLUDES AREAS OUTSIDE OF THE TREE PROTECTION FENCE THAT ARE WITHIN THE FULL CRZ GAS LINE BLUE REPRESENTS PROPOSED UTILITY GRAY REPRESENTS EXISTING UTILITY Architect's Seal OVERHEAD POWER LINE BURIED ELECTRICAL LINE WATER LINE SANITARY SEWER LINE City Approval Stamp TREE LIST FRONT YARD IMPERVIOUS COVERAGE CALC FRONT YARD AREA: 1,536 SQ FT FRONT YARD IMPERVIOUS COVERAGE AREA: 349 SQ FT PROPOSED IMPERVIOUS COVERAGE %: 22.7% ALLOWABLE IMPERVIOUS COVERAGE %: 40% (615 SQ FT) 21'-3 5/8" PORTION 3 - SETBACK PLANE 40'-0" PORTION 2 - SETBACK PLANE 40'-0" PORTION 1 - SETBACK PLANE 23'-8" BUILDING LINE 1 EL. 613.80' \\ 43'-2 1/2" PROPOSED REAR SETBACK N 59º54'58" E 124.97' \\ EL. 613.21' 18'-10" \ \ \\ " 0 - ' 5 . Q E R R A E R K C B T S " 4 / 1 3 - ' 5 . P O R P E D S I K C B T S \\ \\ EL. 611.88' \\ EL. 612.35' LOWEST POINT FRONT YARD AREA 1,536 sq ft 506 5 1 6 P P EL. 615.00' \ \ E \ \ E 1 ) T A L P R E P ( Y E L L A ' 2 1 ' 0 0 . 0 5 ' W " 2 0 5 0 º 0 3 S MATERIAL STAGING DUMPSTER 3'-8" 2 SPOILS PLACEMENT WASHOUT AREA PORTABLE TOILET 6 1 5 " 0 - ' 1 1 " 2 / 1 3 - ' 1 3 PROPOSED ADDITION 556 SQ FT PROPOSED PATIO 40 SQ FT 8 EXISTING RESIDENCE 978 SQ FT WW PROPOSED OVERHANG 35 SQ FT G 5 1 6 10'-0" REQ. REAR SETBACK \ \ 5 E P P EL. 615.00' E \ \ EX. GARAGE 298 SQ FT NO WORK THIS AREA E EL. 615.00' HIGHEST POINT PORTION 1 15'-1 1/2" STRUCTURE SEPARATION EL. 614.40' HIGHEST POINT I K C A B T E S E D S D E S O P O R P (1) PARKING STALL " 0 - ' 3 1 " 0 - ' 5 E D S I . Q E R K C A B T E S DRIVEWAY 677 SQ FT 502 N 59º54'58" W 124.93' " 0 - ' 2 " 0 - ' 2 " 0 - ' 3 " 0 - ' 3 " 0 - ' "2 0 - ' 1 504 EL. 613.87' HIGHEST POINT PORTION 1 37 501 3 5'- 6 " 1 / 4 C Z R Z R 1'- 0 " F C L 1 A H (1) PARKING STALL EL. 612.14' Z R 2'- 0 " L C L 2 U F 1 EX. COVERED PATIO 75 SQ FT EX. CONC. SIDEWALK 87 SQ FT FRONT YARD IMPERVIOUS COVERAGE 162 sq ft 6 500 FRONT YARD IMPERVIOUS COVERAGE 187 sq ft P P 0 1 6 P P ' 0 0 . 0 5 ' W " 3 1 8 0 º 0 3 S " 8 / 3 9 - ' 1 1 H C A O R P P A F O H T D W I 1 PLOT PLAN SCALE: 1/8" = 1'-0" 0 4' 8' N 16' GENERAL PLAN NOTES CONTRACTOR TO FIELD VERIFY ALL EXISTING DIMENSIONS AND NOTIFY ARCHITECT AND OWNER OF ANY DISCREPANCIES 1. 2. 3. 5. DO NOT SCALE PLANS. V.I.F. ALL STAIR RISER HEIGHTS.RISERS CANNOT EXCEED 7-3/4". ALL DIMENSIONS SHOWN ARE FRAMING DIMENSIONS UNLESS NOTED OTHERWISE. 4. VERIFY ALL WINDOW R.O. DIMENSIONS WITH WINDOW MANUFACTURER PRIOR TO FRAMING AND CONTACT ARCHITECT IN CASE OF DISCREPANCY. ALL CABINETS TO HAVE 2X12 BLOCKING @ 3'-0" O.C. AFF, 4'-6" O.C. AFF AND 8'-0" O.C. AFF IS REQUIRED 6. ALL C.I.P. CONCRETE FLOORING TO BE FINISHED AS FINAL FLOORING ON THE GROUND FLOOR. PROTECT CONCRETE ACCORDINGLY. 7. SEE SHEET G002 FOR ALL MOUNTING HEIGHTS FOR ALL FINISH MATERIALS, TRIM, AND ELECTRICAL FIXTURES. 8. MINIMUM JAMB DIMENSION TO BE 4 1/2", FRAMED. SEE INTERIOR DETAILS Revision Block Transmittal Set ID Transmittal Set Name Date 01 BUILDING PERMIT 09.02.2022 W M ARCHITECT: PLURAL OFFICE LLC CLIENT: LUKE WHORTON ADDRESS: 4308 DUVAL ST AUSTIN, TX 78751 PROJECT NO: 2204LWA DATE: 9/6/22 SCALE: If printed on 22x34 or 24x36 sheet, the scale is as indicated. If printed on an 11x17 or 12x18 sheet, the scale is reduced by half. Plot Plan A1.10 GUARD REQUIREMENTS GUARD REQUIREMENTS PER IRC SECTION R312 A. HEIGHT: GUARDS SHALL NOT BE LESS THAN 36" HIGH MEASURED VERTICALLY ABOVE THE ADJACENT WALKING SURFACE. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34 IN. MEASURED VERTICALLY. WHERE THE TOP OF THE GUARD SERVES THE HANDRAIL, GUARDS SHALL BE 34 TO 38 IN. IN HEIGHT MEASURED VERTICALLY. B. OPENING LIMITATIONS: REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT WHICH ALLOW PASSAGE OF A SPHERE 4 IN. IN DIAMETER. HANDRAIL REQUIREMENTS HANDRAIL REQUIREMENTS PER IRC SECTION R311.7.8 HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS. R311.7.8.1 HEIGHT: HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE THAN 38 INCHES (965 MM). R311.7.8.2 CONTINUITY: HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 11/2 INCHES (38 MM) BETWEEN THE WALL AND THE HANDRAILS. EXCEPTIONS: 1. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TURN. R311.7.8.3 GRIP-SIZE. REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT GRASPABILITY. TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT LESS THAN 11/4 INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF NOT LESS THAN 4 INCHES (102 MM) AND NOT GREATER THAN 61/4 INCHES (160 MM) WITH A CROSS SECTION OF DIMENSION OF NOT MORE THAN 2-1/4 INCHES (57 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 6-1/4 INCHES (160 MM) SHALL HAVE A GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS SHALL BEGIN WITHIN A DISTANCE OF 3/4 INCH (19 MM) MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF NOT LESS THAN 5/16 INCH (8 MM) WITHIN 7/8 INCH (22 MM) BELOW THE WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR NOT LESS THAN 3/8 INCH (10 MM) TO A LEVEL THAT IS NOT LESS THAN 13/4 INCHES (45 MM) BELOW THE TALLEST PORTION OF THE PROFILE. THE WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE NOT LESS THAN 11/4 INCHES (32 MM) AND NOT MORE THAN 23/4 INCHES (70 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). 18'-10 1/2" 18'-5" 1'-3" 2'-0" 15'-7 1/2" 1 5 1/2" M Sill 0" 1 0 W L " 3 l l i S K " 3 l l i S 2 6" D Sill 4' 2.b W01 " 2 - ' 3 DN 2 3 4 PRIMARY BED 225 sq ft " 4 / 1 0 1 - ' 2 1 KING BED W 0 1 " 3 - ' 5 l l i S E 3 1/2" 3 1/2" 5'-11" 5'-8" 6'-4 3/4" 11 BOOKSHELF 4.a J " 3 - ' 5 l l i S TUB " 5 - ' 3 10 " 6 - ' 6 6'-0" 4'-0" 1'-8 1/2" 9 PRIMARY BATH 135 sq ft H " 3 - ' 5 l l i S SHOWER W01 AHU " 5 - ' 3 b . 3 2'-8 1/4" MECHANICAL LINEN WALK-IN 47 sq ft " 1 1 - ' 7 S E O H S " 2 / 1 3 " 4 / 1 1 - ' 5 W.C. Sill 1' F 2'-0" 8 Sill 1' G 1'-7 3/4" 4'-0" 18'-10 1/2" 5 1/2" 7'-5 1/2" 6'-2" 1" 3 1/2" 3 1/2" 5'-7 1/2" 2'-9 1/4" 3'-2 1/2" 9" 2 A3.11 A 1 A3.20 " 2 / 1 5 " 2 / 1 3 " 3 - ' 3 " 2 / 1 1 - ' 4 " 4 - ' 8 1 " 4 - ' 4 1 " 4 / 3 9 - ' 4 1 2 A3.20 B " 2 / 1 5 1 A3.10 " 8 - ' 2 1 " 9 - ' 1 1 C " 2 / 1 5 " 0 - ' 3 " 4 / 3 1 - ' 2 " 0 - ' 6 " 1 1 FLOOR PLAN KEY NOTES FLOOR PLAN LEGEND 1. NEW WINDOW. REUSE EXISTING OPENING 2. PROVIDE GUARDRAIL AT MIN. 36" A.F.F., OPENING SHALL BE 4" MAX. 3. PROVIDE HANDRAIL AT 36” ABOVE TREAD NOSING, 1 1/4” GRASP DIMENSION MIN, 2" MAX., TYP. HANDRAIL SHALL BE CONTINUOUS OR TERMINATE AT NEWEL POSTS OR SAFETY TERMINAL OR RETURN AT WALL PER IRC 307.8.7.2. 4. PROVIDE 6'-8" MIN. VERTICAL CLEARANCE AT ALL STAIRS PER SRC 311.7.2, TYP 5. PROVIDE WINDER TREADS PER IRC R311.7.5.2 6. PROVIDE NEW FIXTURES IN EXISTING RESTROOM. 7. PROVIDE 1 HR FIRE RATING UNDER STAIRS. 8. PROVIDE ZERO-THRESHOLD SHOWER 9. DROP IN TUB WITH TILE SURROUND. 10. SHOWER GLASS 11. PROVIDE ROOF CRICKET 12. NO STEPS ALLOWED ALONG VISITABLE ROUTE. REFER TO A1.13 EXISTING WALL TO REMAIN PROPOSED ELEMENT XX1 MATERIAL, APPLIANCE, FIXTURE TAG. REFERENCE SCHEDULES IN A8 SERIES X.1 DOOR TAG. REFERENCE DOOR SCHEDULE Architect of Record 2235 E 6th St Austin TX, 78702 2022 WINDOW TAG. REFERENCE WINDOW SCHEDULE Project X 1 KEY NOTE. REFERENCE KEY NOTES ELEVATION TAG. REFERENCE ELEVATIONS SHEETS SECTION TAG. REFERENCE ELEVATIONS SHEETS DETAIL TAG. REFERENCE DETAIL SHEETS WHORTON ADDITION 4308 Duval St Austin, TX 78751 DETAIL SECTION TAG. REFERENCE DETAIL SHEETS Architect's Seal STEP / CHANGE IN ELEVATION SMOKE DETECTOR CARBON MONOXIDE DETECTOR SD CO EXHAUST FAN City Approval Stamp 1 A3.11 NOTE: ALL INTERIOR WALLS TO BE ASSEMBLY TYPE W21 UNLESS NOTED OTHERWISE 1 A3.20 2 A3.20 2 A3.10 GENERAL PLAN NOTES CONTRACTOR TO FIELD VERIFY ALL EXISTING DIMENSIONS AND NOTIFY ARCHITECT AND OWNER OF ANY DISCREPANCIES 1. 2. 3. 5. DO NOT SCALE PLANS. V.I.F. ALL STAIR RISER HEIGHTS.RISERS CANNOT EXCEED 7-3/4". ALL DIMENSIONS SHOWN ARE FRAMING DIMENSIONS UNLESS NOTED OTHERWISE. 4. VERIFY ALL WINDOW R.O. DIMENSIONS WITH WINDOW MANUFACTURER PRIOR TO FRAMING AND CONTACT ARCHITECT IN CASE OF DISCREPANCY. ALL CABINETS TO HAVE 2X12 BLOCKING @ 3'-0" O.C. AFF, 4'-6" O.C. AFF AND 8'-0" O.C. AFF IS REQUIRED 6. ALL C.I.P. CONCRETE FLOORING TO BE FINISHED AS FINAL FLOORING ON THE GROUND FLOOR. PROTECT CONCRETE ACCORDINGLY. 7. SEE SHEET G002 FOR ALL MOUNTING HEIGHTS FOR ALL FINISH MATERIALS, TRIM, AND ELECTRICAL FIXTURES. 8. MINIMUM JAMB DIMENSION TO BE 4 1/2", FRAMED. SEE INTERIOR DETAILS Revision Block Transmittal Set ID Transmittal Set Name Date 01 BUILDING PERMIT 09.02.2022 ARCHITECT: PLURAL OFFICE LLC CLIENT: LUKE WHORTON ADDRESS: 4308 DUVAL ST AUSTIN, TX 78751 PROJECT NO: 2204LWA DATE: 9/6/22 SCALE: If printed on 22x34 or 24x36 sheet, the scale is as indicated. If printed on an 11x17 or 12x18 sheet, the scale is reduced by half. Second Floor Plan A2.21 1 PROPOSED SECOND FLOOR PLAN SCALE: 1/4" = 1'-0" 0 2' 4' N 8' ROOF PLAN KEY NOTES FLOOR PLAN LEGEND R1. PROVIDE STRUCTURE PER STRUCTURAL DRAWINGS R2. PROVIDE ROOFING PER CLIENT R3. PROVIDE BOX GUTTER AND DOWNSPOUTS AND ROUTE TO DRAIN. EXTEND DOWNSPOUT OUTLETS BEYOND EXTENTS OF WOOD DECK. EXISTING WALL TO REMAIN PROPOSED ELEMENT XX1 MATERIAL, APPLIANCE, FIXTURE TAG. REFERENCE SCHEDULES IN A8 SERIES X.1 DOOR TAG. REFERENCE DOOR SCHEDULE Architect of Record 2235 E 6th St Austin TX, 78702 2022 WINDOW TAG. REFERENCE WINDOW SCHEDULE Project X 1 KEY NOTE. REFERENCE KEY NOTES ELEVATION TAG. REFERENCE ELEVATIONS SHEETS SECTION TAG. REFERENCE ELEVATIONS SHEETS DETAIL TAG. REFERENCE DETAIL SHEETS WHORTON ADDITION 4308 Duval St Austin, TX 78751 DETAIL SECTION TAG. REFERENCE DETAIL SHEETS Architect's Seal STEP / CHANGE IN ELEVATION SMOKE DETECTOR CARBON MONOXIDE DETECTOR SD CO EXHAUST FAN City Approval Stamp 1 2 1 A3.11 NOTE: ALL INTERIOR WALLS TO BE ASSEMBLY TYPE W21 UNLESS NOTED OTHERWISE 1'-4" 19'-4 5/8" 1'-4" GUARD REQUIREMENTS GUARD REQUIREMENTS PER IRC SECTION R312 A. HEIGHT: GUARDS SHALL NOT BE LESS THAN 36" HIGH MEASURED VERTICALLY ABOVE THE ADJACENT WALKING SURFACE. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34 IN. MEASURED VERTICALLY. WHERE THE TOP OF THE GUARD SERVES THE HANDRAIL, GUARDS SHALL BE 34 TO 38 IN. IN HEIGHT MEASURED VERTICALLY. B. OPENING LIMITATIONS: REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT WHICH ALLOW PASSAGE OF A SPHERE 4 IN. IN DIAMETER. HANDRAIL REQUIREMENTS HANDRAIL REQUIREMENTS PER IRC SECTION R311.7.8 HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS. R311.7.8.1 HEIGHT: HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE THAN 38 INCHES (965 MM). R311.7.8.2 CONTINUITY: HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 11/2 INCHES (38 MM) BETWEEN THE WALL AND THE HANDRAILS. EXCEPTIONS: 1. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TURN. R311.7.8.3 GRIP-SIZE. REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT GRASPABILITY. TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT LESS THAN 11/4 INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF NOT LESS THAN 4 INCHES (102 MM) AND NOT GREATER THAN 61/4 INCHES (160 MM) WITH A CROSS SECTION OF DIMENSION OF NOT MORE THAN 2-1/4 INCHES (57 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 6-1/4 INCHES (160 MM) SHALL HAVE A GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS SHALL BEGIN WITHIN A DISTANCE OF 3/4 INCH (19 MM) MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF NOT LESS THAN 5/16 INCH (8 MM) WITHIN 7/8 INCH (22 MM) BELOW THE WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR NOT LESS THAN 3/8 INCH (10 MM) TO A LEVEL THAT IS NOT LESS THAN 13/4 INCHES (45 MM) BELOW THE TALLEST PORTION OF THE PROFILE. THE WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE NOT LESS THAN 11/4 INCHES (32 MM) AND NOT MORE THAN 23/4 INCHES (70 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). " 6 A 1 A3.20 R2 " 0 - ' 1 3 2 A3.20 B 1 A3.10 C " 6 R1 " 2 / 1 5 " 2 / 1 5 " 7 - ' 2 6'-5" R3 5 1/2" N N SLOPE DN 8:12 SLOPE DN 8:12 2 A3.11 1 A3.20 2 A3.20 2 A3.10 GENERAL PLAN NOTES CONTRACTOR TO FIELD VERIFY ALL EXISTING DIMENSIONS AND NOTIFY ARCHITECT AND OWNER OF ANY DISCREPANCIES 1. 2. 3. 5. DO NOT SCALE PLANS. V.I.F. ALL STAIR RISER HEIGHTS.RISERS CANNOT EXCEED 7-3/4". ALL DIMENSIONS SHOWN ARE FRAMING DIMENSIONS UNLESS NOTED OTHERWISE. 4. VERIFY ALL WINDOW R.O. DIMENSIONS WITH WINDOW MANUFACTURER PRIOR TO FRAMING AND CONTACT ARCHITECT IN CASE OF DISCREPANCY. ALL CABINETS TO HAVE 2X12 BLOCKING @ 3'-0" O.C. AFF, 4'-6" O.C. AFF AND 8'-0" O.C. AFF IS REQUIRED 6. ALL C.I.P. CONCRETE FLOORING TO BE FINISHED AS FINAL FLOORING ON THE GROUND FLOOR. PROTECT CONCRETE ACCORDINGLY. 7. SEE SHEET G002 FOR ALL MOUNTING HEIGHTS FOR ALL FINISH MATERIALS, TRIM, AND ELECTRICAL FIXTURES. 8. MINIMUM JAMB DIMENSION TO BE 4 1/2", FRAMED. SEE INTERIOR DETAILS Revision Block Transmittal Set ID Transmittal Set Name Date 01 BUILDING PERMIT 09.02.2022 ARCHITECT: PLURAL OFFICE LLC CLIENT: LUKE WHORTON ADDRESS: 4308 DUVAL ST AUSTIN, TX 78751 PROJECT NO: 2204LWA DATE: 9/6/22 SCALE: If printed on 22x34 or 24x36 sheet, the scale is as indicated. If printed on an 11x17 or 12x18 sheet, the scale is reduced by half. Roof Plan A2.22 1 PROPOSED ROOF PLAN SCALE: 1/4" = 1'-0" 0 2' 4' N 8' T.O. PLATE 633'-6 3/4" T.O. SECOND FLOOR 625'-2 3/4" " 4 - ' 8 " 4 / 3 1 1 - ' 0 1 T.O. FIRST FLOOR 614'-3" (CONTRACTOR TO CONFIRM EXISITNG SLAB ELEV UNKOWN) C B A 4 N " 0 - ' 4 2'-0" E E " 4 / 1 9 - ' 1 3 I T H G E H G N D L U B I I EL. 645'-5" HEIGHT LIMIT GABLE ALLOWED TO EXTENDING INTO SETBACK PLANE PER LDC 2.6.E.3.B. REFER TO ELEVATION 1/A3.11 FOR LENGTH OF GABLE EXTENSION INTO SETBACK PLANE 634'-10 3/4" ELEV OF SETBACK PLANE AND ROOF INTERSECTION " 0 - ' 2 3 " 0 - ' 5 1 13 1.b 2 EAST ELEVATION SCALE: 1/4" = 1'-0" 0 2' 4' 8' A 1 A3.20 2 A3.20 B C GABLE ALLOWED TO EXTENDING INTO SETBACK PLANE PER LDC 2.6.E.3.B. REFER TO ELEVATION 1/A3.11 FOR LENGTH OF GABLE EXTENSION INTO SETBACK PLANE T.O. PLATE 633'-6 3/4" 634'-10 3/4" ELEV OF SETBACK PLANE AND ROOF INTERSECTION " 4 - ' 8 " 4 / 3 1 1 - ' 0 1 T.O. SECOND FLOOR 625'-2 3/4" T.O. FIRST FLOOR 614'-3" (CONTRACTOR TO CONFIRM EXISITNG SLAB ELEV UNKOWN) 13 " 0 - ' 2 " 3 - ' 5 " 4 / 3 1 1 - ' 2 " 0 - ' 3 J Sill 5'-3" 3'-0" 2 C Sill 5' 11 H Sill 5'-3" 6'-0" 4 B Sill 5' 6'-0" L Sill 3" K Sill 3" 5'-0" 6'-0" " 0 - ' 7 " 4 / 3 2 - ' 3 D Sill 4' 2'-0" " 0 - ' 4 " 0 - ' 4 1 WEST ELEVATION SCALE: 1/4" = 1'-0" 0 2' 4' 8' Architect of Record 2235 E 6th St Austin TX, 78702 2022 Project WHORTON ADDITION 4308 Duval St Austin, TX 78751 Architect's Seal City Approval Stamp GENERAL PLAN NOTES CONTRACTOR TO FIELD VERIFY ALL EXISTING DIMENSIONS AND NOTIFY ARCHITECT AND OWNER OF ANY DISCREPANCIES 1. 2. 3. 5. DO NOT SCALE PLANS. V.I.F. ALL STAIR RISER HEIGHTS.RISERS CANNOT EXCEED 7-3/4". ALL DIMENSIONS SHOWN ARE FRAMING DIMENSIONS UNLESS NOTED OTHERWISE. 4. VERIFY ALL WINDOW R.O. DIMENSIONS WITH WINDOW MANUFACTURER PRIOR TO FRAMING AND CONTACT ARCHITECT IN CASE OF DISCREPANCY. ALL CABINETS TO HAVE 2X12 BLOCKING @ 3'-0" O.C. AFF, 4'-6" O.C. AFF AND 8'-0" O.C. AFF IS REQUIRED 6. ALL C.I.P. CONCRETE FLOORING TO BE FINISHED AS FINAL FLOORING ON THE GROUND FLOOR. PROTECT CONCRETE ACCORDINGLY. 7. SEE SHEET G002 FOR ALL MOUNTING HEIGHTS FOR ALL FINISH MATERIALS, TRIM, AND ELECTRICAL FIXTURES. 8. MINIMUM JAMB DIMENSION TO BE 4 1/2", FRAMED. SEE INTERIOR DETAILS Revision Block Transmittal Set ID Transmittal Set Name Date 01 BUILDING PERMIT 09.02.2022 ARCHITECT: PLURAL OFFICE LLC CLIENT: LUKE WHORTON ADDRESS: 4308 DUVAL ST AUSTIN, TX 78751 PROJECT NO: 2204LWA DATE: 9/6/22 SCALE: If printed on 22x34 or 24x36 sheet, the scale is as indicated. If printed on an 11x17 or 12x18 sheet, the scale is reduced by half. Building Elevations A3.10 EL. 615' PORTION 2 SETBACK PLANE EL. 613'-5" AVERAGE GRADE EL. 645'-5" HEIGHT LIMIT " 0 - ' 2 3 " 0 - ' 5 1 EL. 615' PORTION 2 SETBACK PLANE EL. 613'-5" AVERAGE GRADE ELEVATION/SECTION KEY NOTES 01. SIDING TYPE TBD 02. PROVIDE STEEL FRAMED CANOPY 03. STANDING SEAM METAL ROOF. 04. ALUMINUM CLAD WINDOWS. MARVIN ELEVATE OR APPROVED SIMILAR. 05. PROVIDE CUPOLA 06. PROVIDE ROOF CRICKET BETWEEN NEW AND EXISTING 1 5 2 " 0 - ' 4 N 2'-0" " 4 / 1 1 1 - ' 7 12 8 4 12 8 " 0 1 - ' 5 " 0 - ' 8 11 B Sill 5' G Sill 1' F Sill 1' 4'-0" 1'-7 3/4" 2'-0" 2 6 " 0 - ' 3 2'-0" A Sill 5' 1.a T.O. PLATE 633'-6 3/4" T.O. SECOND FLOOR 625'-2 3/4" 2 " 4 - ' 8 " 4 / 3 1 1 - ' 0 1 T.O. FIRST FLOOR 614'-3" (CONTRACTOR TO CONFIRM EXISITNG SLAB ELEV UNKOWN) 2 SOUTH ELEVATION SCALE: 1/4" = 1'-0" 0 2' 4' 8' GABLE ALLOWED TO EXTEND INTO SETBACK PLANE PER LDC 2.6.E.3.B 2 1 12 8 17'-10 1/2" LENGTH OF GABLE EXTENDING INTO SETBACK PLANE <18'-0" PER LDC 2.6.E.3.B 12 8 634'-10 3/4" ELEV OF SETBACK PLANE AND ROOF INTERSECTION T.O. PLATE 633'-6 3/4" 6 11 4 M Sill 0" 2'-0" D Sill 4' " 0 - ' 7 " 4 / 3 1 1 - ' 2 " 0 - ' 4 " 0 - ' 4 " 4 - ' 8 " 4 / 3 1 1 - ' 0 1 2 T.O. SECOND FLOOR 625'-2 3/4" PROJECT NO: 2204LWA T.O. FIRST FLOOR 614'-3" (CONTRACTOR TO CONRIM EXISITNG SLAB ELEV UNKOWN) A3.11 1 NORTH ELEVATION SCALE: 1/4" = 1'-0" 0 2' 4' 8' ELEVATION/SECTION KEY NOTES 01. SIDING TYPE TBD 02. PROVIDE STEEL FRAMED CANOPY 03. STANDING SEAM METAL ROOF. 04. ALUMINUM CLAD WINDOWS. MARVIN ELEVATE OR APPROVED SIMILAR. 05. PROVIDE CUPOLA 06. PROVIDE ROOF CRICKET BETWEEN NEW AND EXISTING Architect of Record 2235 E 6th St Austin TX, 78702 2022 Project WHORTON ADDITION 4308 Duval St Austin, TX 78751 Architect's Seal City Approval Stamp GENERAL PLAN NOTES CONTRACTOR TO FIELD VERIFY ALL EXISTING DIMENSIONS AND NOTIFY ARCHITECT AND OWNER OF ANY DISCREPANCIES 1. 2. 3. 5. DO NOT SCALE PLANS. V.I.F. ALL STAIR RISER HEIGHTS.RISERS CANNOT EXCEED 7-3/4". ALL DIMENSIONS SHOWN ARE FRAMING DIMENSIONS UNLESS NOTED OTHERWISE. 4. VERIFY ALL WINDOW R.O. DIMENSIONS WITH WINDOW MANUFACTURER PRIOR TO FRAMING AND CONTACT ARCHITECT IN CASE OF DISCREPANCY. ALL CABINETS TO HAVE 2X12 BLOCKING @ 3'-0" O.C. AFF, 4'-6" O.C. AFF AND 8'-0" O.C. AFF IS REQUIRED 6. ALL C.I.P. CONCRETE FLOORING TO BE FINISHED AS FINAL FLOORING ON THE GROUND FLOOR. PROTECT CONCRETE ACCORDINGLY. 7. SEE SHEET G002 FOR ALL MOUNTING HEIGHTS FOR ALL FINISH MATERIALS, TRIM, AND ELECTRICAL FIXTURES. 8. MINIMUM JAMB DIMENSION TO BE 4 1/2", FRAMED. SEE INTERIOR DETAILS Revision Block Transmittal Set ID Transmittal Set Name Date 01 BUILDING PERMIT 09.02.2022 ARCHITECT: PLURAL OFFICE LLC CLIENT: LUKE WHORTON ADDRESS: 4308 DUVAL ST AUSTIN, TX 78751 DATE: 9/6/22 SCALE: If printed on 22x34 or 24x36 sheet, the scale is as indicated. If printed on an 11x17 or 12x18 sheet, the scale is reduced by half. Building Elevations WINDOW NUMBER QUANTITY A 1 B 2 C 1 D 3 E 2 F 1 G 1 K 1 L 1 M 1 N 2 WINDOW SCHEDULE " 0 - ' 3 " 0 - ' 4 " 0 - ' 2 " 0 - ' 8 S.G. S.G. " 0 - ' 8 " 0 - ' 7 " 0 - ' 7 " 0 - ' 7 3'-0" S.G. 2'-0" 4'-0" 3'-0"×3'-0" AWNING 2'-0"×4'-0" CASEMENT 4'-0"×2'-0" AWNING MARVIN - SIG. ULTIMATE BLACK ALUM FROST FROST S.G. 4'-0" S.G. 2'-0" 2'-0"×8'-0" COMBI 4'-0"×8'-0" COMBI 0.30 MAX 0.25 MAX 6'-0"×3'-0" AWNING 0.30 MAX 0.25 MAX S.G. S.G. 6'-0" 5'-0" S.G. 2'-0" 6'-0"×2'-0" AWNING 3'-0"×2'-0" AWNING 5'-0"×7'-0" COMBI 2'-0"×7'-0" FIXED 6'-0"×7'-0" FIXED BLACK ALUM UNFINISHED PINE 0.30 MAX 0.25 MAX WINDOW MANUFACTURER MARVIN - SIG. ULTIMATE MARVIN - SIG. ULTIMATE MARVIN - SIG. ULTIMATE MARVIN - SIG. ULTIMATE MARVIN - SIG. ULTIMATE MARVIN - SIG. ULTIMATE MARVIN - SIG. ULTIMATE MARVIN - SIG. ULTIMATE MARVIN - SIG. ULTIMATE MARVIN - SIG. ULTIMATE MARVIN - SIG. ULTIMATE MARVIN - CORNER GLAZE BLACK ALUM BLACK ALUM BLACK ALUM BLACK ALUM BLACK ALUM BLACK ALUM BLACK ALUM UNFINISHED PINE UNFINISHED PINE UNFINISHED PINE UNFINISHED PINE UNFINISHED PINE UNFINISHED PINE UNFINISHED PINE UNFINISHED PINE 0.30 MAX 0.25 MAX 0.30 MAX 0.25 MAX 0.30 MAX 0.25 MAX 0.30 MAX 0.25 MAX 0.30 MAX 0.25 MAX 0.30 MAX 0.25 MAX BLACK ALUM BLACK ALUM BLACK ALUM UNFINISHED PINE UNFINISHED PINE 0.30 MAX 0.25 MAX 0.30 MAX 0.25 MAX UNFINISHED PINE Architect's Seal 0.30 MAX 0.25 MAX H 1 " 0 - ' 2 J 1 " 0 - ' 2 6'-0" 3'-0" Architect of Record 2235 E 6th St Austin TX, 78702 2022 Project WHORTON ADDITION 4308 Duval St Austin, TX 78751 2'-0"×4'-0" FIXED 1.b 1 2.a 1 3.a 1 3.b 1 4.a 1 4.b 1 5.a 1 5.b 1 City Approval Stamp DOOR SCHEDULE 2.b 2 " 0 - ' 8 " 0 - ' 8 " 0 - ' 8 " 8 - ' 6 " 0 - ' 8 " 0 - ' 8 " 0 - ' 8 " 8 - ' 6 " 8 - ' 6 3'-0" 11'-0" 2'-8" 2'-8" 2'-6" 3'-0" 3'-0" 2'-6" 2'-6" 2'-6" 10'-8"×7'-10" SLIDING MARVIN ULTIMATE UNFINISHED PINE BLACK ALUM BLACK ALUM RIGHT HAND SOLID CORE MDF ENTRY 0.30 MAX 2'-8"×8'-0" SWING DOOR MARVIN TRUSTILE TS1000 - "C" PANEL PAINTED N/A PAINTED RIGHT HAND SOLID CORE MDF PRIVACY N/A 2'-8"×8'-0" SWING DOOR MARVIN TRUSTILE TS1000 - "C" PANEL PAINTED N/A PAINTED LEFT HAND PASSAGE N/A 2'-6"×6'-8" SWING DOOR 2'-6"×8'-0" SWING DOOR MARVIN TRUSTILE MARVIN TRUSTILE TS1000 - "C" PANEL TS1000 - "C" PANEL PAINTED N/A PAINTED LEFT HAND PRIVACY N/A PAINTED N/A PAINTED LEFT HAND PRIVACY N/A 3'-0"×8'-0" SWING DOOR MARVIN TRUSTILE TS1000 - "C" PANEL PAINTED N/A PAINTED RIGHT HAND SOLID CORE MDF PRIVACY N/A 3'-0"×8'-0" SWING DOOR MARVIN TRUSTILE TS1000 - "C" PANEL PAINTED N/A PAINTED LEFT HAND PRIVACY N/A 2'-6"×6'-8" SWING DOOR MARVIN TRUSTILE TS1000 - "C" PANEL 2'-6"×6'-8" SWING DOOR MARVIN TRUSTILE TS1000 - "C" PANEL PAINTED N/A PAINTED POCKET PRIVACY N/A PAINTED N/A PAINTED POCKET PRIVACY N/A SOLID CORE MDF SOLID CORE MDF SOLID CORE MDF SOLID CORE MDF SOLID CORE MDF SOLID CORE MDF ELEVATION DIMENSIONS WINDOW FUNCTION EXT FINISH INT FINISH U-VALUE SHGC DOOR TYPE QUANTITY ELEVATION LEAF DIMENSIONS TYPE DOOR MANUFACTURER DOOR MODEL INTERIOR DOOR FINISH EXTERIOR DOOR FINISH FRAME FINISH HANDING DOOR MATERIAL HARDWARE U-VALUE " 0 - ' 3 S.G. 2'-0" 2'-0"×3'-0" CASEMENT BLACK ALUM UNFINISHED PINE 0.30 MAX 0.25 MAX 1.a 1 " 0 - ' 8 3'-0"×8'-0" SWING DOOR MARVIN ULTIMATE UNFINISHED PINE BLACK ALUM BLACK ALUM RIGHT HAND SOLID CORE MDF ENTRY 0.30 MAX DOOR SCHEDULE NOTES WINDOW SCHEDULE NOTES 1. SEE ARCHITECTURAL PLANS AND ELEVATIONS FOR HINGE DIRECTIONS. 1. ALL WINDOW SIZES DENOTE ROUGH OPENING. CONTRACTOR TO VERIFY ROUGH OPENING WITH WINDOW MANUFACTURER REQUIREMENTS. 2. SWING ESTABLISHED FACING HINGE SIDE OF DOOR (CONTRACTOR TO VERIFY SWING DIRECTION). 2. CONTRACTOR IS RESPONSIBLE FOR ORDERING THE CORRECT WINDOW SIZES, CONTRACTOR SHALL VERIFY ALL ROUGH OPENINGS DURING CONSTRUCTION. 3. ALL WIDTHS AND HEIGHTS DENOTE DOOR LEAF SIZES, EXCEPT DOUBLE DOOR UNITS WHICH ARE NOTED AS DOUBLE LEAF SIZE. U.N.O. IN 3. SEE BUILDING ELEVATIONS FOR HINGE LOCATIONS AND DIRECTIONS. Revision Block Transmittal Set ID Transmittal Set Name Date 01 BUILDING PERMIT 09.02.2022 KEY NOTES. 4. ALL DOORS WITH GLAZING TO HAVE LOW-E, INSULATED TEMPERED SAFETY GLASS. 5. EGRESS DOORS NOTED IN KEYNOTES. 6. U-FACTORS SHALL BE LABELED AND NFRC CERTIFIED. 7. ALL EXTERIOR DOORS TO BE KEYED THE SAME. 8. VERIFY KEYING REQUIREMENTS FOR ALL INTERIOR DOORS WITH OWNER. 4. ALL GLAZING TO BE LOW-E, INSULATED GLAZING, U.O.N. 5. U-FACTORS SHALL BE LABELED AND NFRC CERTIFIED. 6. ALL EMERGENCY ESCAPE AND RESCUE OPENINGS FOR EGRESS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24” AND THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20”. 7. HAZARDOUS GLAZING LOCATIONS: 1. GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS. 2. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH ARC OF THE DOOR IN A ARCHITECT: PLURAL OFFICE LLC CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FLOOR OR WALKING SURFACE. CLIENT: LUKE WHORTON 3. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS: a. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET; AND b. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES ABOVE THE FLOOR; AND c. THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES ABOVE THE FLOOR; AND d. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. 4. ALL GLAZING IN RAILINGS REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING SURFACE. 5. GLAZING IN ENCLOSURES FOR OR WALLS FACING BATHTUBS AND SHOWERS WHERE THE EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS WITHIN 36 INCHES HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 7. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE NOSE OF THE TREAD. WINDOW ABBREVIATIONS S.G. = SAFETY GLAZING REQUIRED DUE TO WINDOW BEING LOCATED IN A HAZARDOUS LOCATION ADDRESS: 4308 DUVAL ST AUSTIN, TX 78751 PROJECT NO: 2204LWA DATE: 9/6/22 SCALE: If printed on 22x34 or 24x36 sheet, the scale is as indicated. If printed on an 11x17 or 12x18 sheet, the scale is reduced by half. Window and Door Schedule A8.10