9.1 - 4308 Duval St - revised drawings — original pdf

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WHORTON ADDITION ADDRESS: 4308 DUVAL ST AUSTIN, TX 78751 HISTORIC REVIEW UPDATE 10/24/2022 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 01 02 Transmittal Set Name Date BUILDING PERMIT 09.02.2022 HISTORIC REVIEW UPDATE 10.24.2022 ARCHITECT: PLURAL OFFICE LLC CLIENT: LUKE WHORTON ADDRESS: 4308 DUVAL ST AUSTIN, TX 78751 PROJECT NO: 2204LWA DATE: 10/24/22 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 01 02 Transmittal Set Name Date BUILDING PERMIT 09.02.2022 HISTORIC REVIEW UPDATE 10.24.2022 ARCHITECT: PLURAL OFFICE LLC CLIENT: LUKE WHORTON ADDRESS: 4308 DUVAL ST AUSTIN, TX 78751 PROJECT NO: 2204LWA DATE: 10/24/22 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 01 02 Transmittal Set Name Date BUILDING PERMIT 09.02.2022 HISTORIC REVIEW UPDATE 10.24.2022 ARCHITECT: PLURAL OFFICE LLC CLIENT: LUKE WHORTON ADDRESS: 4308 DUVAL ST AUSTIN, TX 78751 PROJECT NO: 2204LWA DATE: 10/24/22 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 GENERAL NOTES SUBMITTALS, SITE VISITS, PRODUCTS AND MOCKUPS SUBMITTALS, SITE VISITS, PRODUCTS AND MOCKUPS Architect of Record REQUIRED SUBMITTALS SUBMITTAL PROCEDURES CONTRACTOR TO SUBMIT INFORMATION ON THE FOLLOWING PRODUCTS. SUBMITTAL SHALL INCLUDE, WHERE APPLICABLE: MODEL NAME, MODEL NUMBER, FINISH, DIMENSIONAL INFORMATION, ASSOCIATED HARDWARE (IF APPLICABLE) REGARDLESS WHETHER THE ARCHITECT AND OWNER HAVE PREVIOUSLY APPROVED SUBMITTED PRODUCTS, THE CONTRACTOR SHALL SUBMIT THIS INFORMATION IN A CONCISE FORMAT FOR THE ARCHITECT AND OWNER'S RECORDS. CONTRACTOR TO PROVIDE THIS INFORMATION TO ARCHITECT AND OWNER FOR APPROVAL. ARCHITECT AND OWNER SHALL BE ALLOWED 10 BUSINESS DAYS TO REVIEW AND RESPOND TO SUBMITTAL. CONTRACTOR SHALL NOT ORDER MATERIALS PRIOR TO ARCHITECT & OWNER APPROVAL OF SUBMITTAL -STRUCTURAL STEEL SHOP DRAWINGS -PRE-ENGINEERED WOOD TRUSS SHOP DRAWINGS -LIGHTING PACKAGE -MILLWORK SHOP DRAWINGS -PLUMBING FIXTURES -APPLIANCES A. TRANSMIT EACH SUBMITTAL WITH A TRANSMITTAL COVER SHEET. B. SEQUENTIALLY NUMBER THE TRANSMITTAL FORM. REVISE SUBMITTALS WITH ORIGINAL NUMBER AND A 2235 E 6th St Austin TX, 78702 SEQUENTIAL ALPHABETIC SUFFIX. C. IDENTIFY PROJECT, CONTRACTOR, SUBCONTRACTOR OR SUPPLIER; PERTINENT DRAWING AND DETAIL NUMBER, AND SPECIFICATION SECTION NUMBER, AS APPROPRIATE ON EACH COPY. D. APPLY CONTRACTOR'S STAMP, SIGNED OR INITIALED CERTIFYING THAT REVIEW, APPROVAL, VERIFICATION OF PRODUCTS REQUIRED, FIELD DIMENSIONS, ADJACENT CONSTRUCTION WORK, AND COORDINATION OF INFORMATION IS IN ACCORDANCE WITH THE REQUIREMENTS OF THE WORK AND CONTRACT DOCUMENTS. E. DELIVER SUBMITTALS TO ARCHITECT AT JOSHUA@PLURALOFFICE.COM G. FOR EACH SUBMITTAL FOR REVIEW, ALLOW 10 BUSINESS DAYS FOR ARCHITECT AND OWNER REVIEW. 2022 Project WHORTON ADDITION 4308 Duval St Austin, TX 78751 H. IDENTIFY VARIATIONS FROM CONTRACT DOCUMENTS AND PRODUCT OR SYSTEM LIMITATIONS THAT MAY BE DETRIMENTAL TO SUCCESSFUL PERFORMANCE OF THE COMPLETED WORK. Architect's Seal -PAINT COLORS AND MANUFACTURER'S INFORMATION I. PROVIDE SPACE FOR CONTRACTOR AND ARCHITECT REVIEW STAMPS. -ROOFING SYSTEM PRODUCTS, INCLUDING UNDERLAYMENT AND STANDING SEAM SYSTEM -CONCRETE, CONTROL JOINTS, & SCORING LAYOUT. LAYOUT PROVIDED BY ARCHITECT UPON -REQUEST J. WHEN REVISED FOR RESUBMISSION, IDENTIFY ALL CHANGES MADE SINCE PREVIOUS SUBMISSION. -SOFFIT PANEL LAYOUT. LAYOUT PROVIDED BY ARCHITECT UPON REQUEST K. DISTRIBUTE REVIEWED SUBMITTALS AS APPROPRIATE. INSTRUCT PARTIES TO PROMPTLY REPORT ANY INABILITY TO COMPLY WITH REQUIREMENTS. City Approval Stamp REQUIRED SITE OBSERVATIONS BY ARCHITECT & OWNER REQUESTS FOR INFORMATION (RFI) PROCEDURES CONTRACTOR TO SCHEDULE WITH SITE VISIT WITH ARCHITECT AND OWNER MINIMUM 10 BUSINESS DAYS IN ADVANCE A. ALL QUESTIONS DURING CONSTRUCTION, THAT PERTAIN TO ONE OR MORE OF THE BELOW, SHALL BE ASKED THROUGH A FORMAL RFI. - ALL QUESTIONS THAT HAVE POTENTIAL COST IMPLICATIONS AND/OR COULD RESULT IN A CHANGE 08 OPENINGS -ROOF UNDERLAYMENT PRIOR TO STANDING SEAM INSTALLATION B.. TRANSMIT EACH RFI WITH A TRANSMITTAL COVER SHEET. -4 ADDITIONAL SITE VISITS AT REGULAR INTERVALS DURING INTERIOR FINISH-OUT C. SEQUENTIALLY NUMBER THE TRANSMITTAL FORM. REVISE SUBMITTALS WITH ORIGINAL NUMBER AND A DOORS See DOOR SCHEDULE and PLANS in DRAWINGS for door sizes locations and door handedness. -FINAL PUNCH LIST -FINAL CLOSE-OUT REQUIRED PRODUCTS (NO SUBSTITUTIONS ALLOWED) F. LIMIT EACH RFI TO ONE QUESTION. G. CLEARLY DEPICT QUESTIONS IN RFI WITH ALL REQUIRED INFORMATION INCLUDING PHOTOGRAPHS AND SKETCHES. G. FOR EACH SUBMITTAL FOR REVIEW, ALLOW 7 BUSINESS DAYS FOR ARCHITECT AND OWNER REVIEW. ORDER - ALL QUESTIONS RELATING TO THE FOLLOWING TRADES: - STRUCTURAL ELEMENTS - WATERPROOFING - INSULATION - MECHANICAL SYSTEMS - BUILDING PERFORMANCE SPECIFICATIONS SEQUENTIAL ALPHABETIC SUFFIX. D. COPY OWNER AND ARCHITECT ON ALL RFIS. E. DELIVER RFIS TO ARCHITECT AT JOSHUA@PLURALOFFICE.COM 01 GENERAL CONDITIONS A. The word "Contractor" or “Trade Partner” refers to any contractor responsible for a certain portion of work. B. All construction shall be in full compliance with applicable local, state and federal codes and requirements, including current energy requirements. C. Do not scale drawings. D. Contractor is responsible for reviewing documents prior to -construction and reporting any discrepancies to Plural Office LLC prior to commencement of work. During construction, Plural Office LLC is to be advised of any dimensional, material, or any other discrepancies that appear prior to Contractor proceeding with work. E. Contractor shall review all items in documents noted "Verify in Field" and report to Plural Office LLC if dimension/condition varies from the dimensions/ conditions scoped in the design documents. F. Contractor is responsible for supervising that all work performed is based on the most current set of drawings and sketches and that said drawings and sketches are on site at all times. G. Contractor shall not use any potentially hazardous materials or products in the construction, and shall advise Plural Office LLC of any potentially hazardous materials or products recommended, selected, or specified prior to purchasing and/or installing. H. Contractor to provide proper ventilation, clearances, and fire protection for all ovens, water heaters, furnaces, vents and flues as required by the drawings, specifications, and applicable codes. I. The Construction Documents provide the scoping of the design for the homes and do not include all details for construction and installation of all systems. Contractor to abide by industry standards and all manufacturers’ requirements regarding installation and systems must be adhered to. In the case of any discrepancies between the Construction Documents and the manufacturer’s recommendations/instruction, Contractor to notify Plural Office LLC. J. All contractors to use porta-potties in lieu of indoor restrooms. No shoes to be worn on finished floors. No tools or standing on finish countertops. Contractor to protect their work and not damage the work of others. Contractor accepts conditions once work is initiated. No radios or music on job site. No pets or minors on job site. K. Provide code required vertical and horizontal draft stopping within the wall cavity, at joist systems and horizontal to vertical chases at a maximum of 10' on center. L. Plural Office LLC provides and calls out egress windows where required on the drawings. Window supplier to notify Plural Office LLC if window that is called out as egress window cannot meet the minimum code requirements of egress. M. At attic openings and passage to the air handler furnace, the finish opening must be 30"x30" minimum, or 22"x30" minimum if largest piece of equipment can be removed from this opening. N. Provide access into accessible spaces create by roof over framing per code requirements. 03 CONCRETE Refer to Structural drawings for all structural concrete specifications. All concrete flatwork to conform with local code requirements and industry standards. All concrete at exterior of home to be sloped 1/4" per foot minimum. Protect all concrete floors that will be stained from spray foam insulation during spray foam installation. For areas to be stained, coordinate sealer and stain compatibility with any mix additives. Permanent chalk not to be used. 04 MASONRY Refer to DRAWINGS for full scope of masonry walls. Refer to Structural drawings for all masonry reinforcing required/lintels and bolt connections/patterns. Provide expansion and control joints vertically and horizontally as shown on drawings and as required per masonry industry standards. Review placement of these joints with Plural Office LLC prior to commencement of work. Mason responsible for providing industry standard weeps and at all locations where required. See DRAWINGS for all flashing details. 05 METALS All dissimilar metals shall be effectively isolated from each other to avoid molecular breakdown. See Structural Engineering Drawings for any structural steel / lintel information / rebar information. 06 WOOD, PLASTICS, AND COMPOSITES ROUGH CARPENTRY: All dimensions on the drawings are framing dimensions unless noted otherwise. Trade Partner is responsible for laying out the framing and coordinating all MEP shafts with the MEP trades and reviewing the Design/Build designs with the Plural Office LLC design team prior to commencing work. Provide adequate blocking for all first floor bathroom future cabinets, handrails, and other accessories listed in Construction Documents or Construction Specifications. Framing to be coordinated with locations of MEP work to avoid conflicts with equipments, fixtures, or diffuser locations. Refer to Structural Drawings for all Framing Information. 07 THERMAL AND MOISTURE PROTECTION THERMAL INSULATION: REFER TO TONER HOME MATTERS SPECIFICATIONS FOR ALL INSULATION REQUIREMENTS. For Open Cell, Spray Foam Insulation: Applicators to abide by all manufacturer recommendations, including but not limited to, climate (temperature and humidity) during installation, storage of material and handling of material, as well as spraying methodology. Spray foam contractor to coordinate scheduling of insulation with the staining of the concrete floors and drywall installation. Concrete floors must be fully covered and protected prior to any spray foam installation. STANDING SEAM COATED SHEET STEEL ROOF: Roofing to be installed per manufacturer's recommendations, including, but not limited to, weather requirements, substrate requirements, penetration requirements and any flashing requirements. Ice and water shield underlayment to be provided per DRAWINGS details and manufacturer's recommendations. JOINT SEALANTS: Provide joint sealants that establish and maintain airtight and water-resistant continuous joint seals without staining or deteriorating joint substrates. Sealants required to be of a type compatible with the adjoining surfaces. WATER-RESISTIVE BARRIER: Refer to product data sheets and installation instructions for proper storage, installation, and protection of product. Use manufacturer's recommended accessories (tape, etc.) to ensure proper installation. It is the recommendation and the preferred application for the water-resistive barrier to be installed prior to the installation of the windows and doors. Refer to DRAWINGS for additional detail information. 1. Installer shall have experience with installation of similar weather barrier assemblies under similar conditions. 2. Installation shall be in accordance with manufacturer’s installation guidelines and recommendations. 3. Source Limitations: Provide water-resistive barrier and accessory materials produced by single manufacturer. 4. At all wall penetrations, including exhaust vents and utility panels, flashing that is compatible with water-resistive barrier product and manufacturer to be installed per manufacturer's installation Requirements. SIDING: At termination to vertical trim, provide an 1/8" gap and install a permanently flexibly caulking. Field cut edges to be primed prior to installation. At termination above grade provide a minimum of 4" clearance to finish grade and 2" to hardscape. Locate siding splice over studs or solid backing. At field splices, provide a 1/8" gap and install permanently flexible caulk. If pneumatic nail gun is used, it must be equipped with flush mount attachment. Nails to be double hot dipped galvanized with molten zinc in compliance with ASTM report #A153 or stainless steel. Siding and trim to be factory pre-primed and all field cut edges to be field primed prior to installation. Composite trim is not appropriate for exposed caps and horizontal elements. At horizontal siding, the water-resistive barrier shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2". Where vertical joints occur, paper shall be lapped not less than 6" GLAZING Tempered Safety Glazing required at all locations per applicable codes. WINDOWS: See WINDOW SCHEDULE for window sizing and information. Windows to meet all applicable codes, including energy codes, etc. Window supplier to determine which windows to be tempered based on all applicable codes. 09 FINISHES GYPSUM AND CEMENTITIOUS BOARDS: Provide boards in longest lengths and widths available that will minimize the joints in each area that correspond with the support system. Remove and replace panels that become wet, moisture damaged, or mold damaged. COUNTERS: Install counters in largest pieces feasible in order to minimize visible seams. Protect counters after installation. RESIDENTIAL CASEWORK: All cabinetry in the DRAWINGS are for scoping purposes only. Final dimensions/layout, including construction tolerance (ie: filler strips) shall be the responsibility of the fabricator, contingent upon field measurements and submitted and approved shop drawings to Plural Office LLC. Final location and coordination of carpentry, plumbing, ventilation, and electrical to be coordinated with approved layout. See DRAWINGS for all cabinetry dimensions and locations 22 PLUMBING All work and materials shall be in accordance with local, state and federal codes, and applicable industry standards. All piping shall be concealed within the structure, ceiling spaces, or walls unless otherwise noted. Any exceptions are to be reviewed with Plural Office LLC. Piping shall be properly secured to framing. 23 HVAC REFER TO MECHANICAL DRAWINGS All work and materials shall be in accordance with local, state and federal codes, and applicable industry standards. All work to conform to the American Society of Heating, Refrigerating, and Air- Conditioning Engineers (ASHRAE), Sheet Metal and Air Conditioning Contractors National Assoc. (SMACNA) and all other applicable industry standards. -EXTERIOR CONCRETE STAIN & SCORING MOCK-UP -PRE-POUR OF FOUNDATION -FRAMING LAYOUT PRIOR TO ERECTION -STEEL FRAMING & WOOD FRAMING PRIOR TO BUILDING WRAP -INSULATION PRIOR TO INTERIOR FINISH -WINDOW & DOOR INSTALLATION EXTERIOR SHEATHING HUBER ENGINEERED WOOD ZIP SYSTEM INSULATED R SHEATHING 1 ½” THICKNESS LIQUID FLASHING HUBER ENGINEERED WOOD ZIP SYSTEM LIQUID FLASH ROOF UNDERLAYMENT CARLISLE WIP PRODUCTS WIP 300HT WINDOWS MARVIN WINDOWS SIGNATURE ULTIMATE INTERIOR DOORS TRUSTILE PANEL DOORS SOFFIT PANEL JAMES HARDIE HARDIESOFFIT NON-VENTED SMOOTH REQUIRED MOCK-UPS EXTERIOR CONCRETE STAIN EXTERIOR DOORS ENTRY DOOR- TRUSTILE PATIO DOORS- MARVIN SYSTEMS ROOM DOOR- THERMATRU OR APPROVED EQUAL Revision Block Transmittal Set ID 01 02 Transmittal Set Name Date BUILDING PERMIT 09.02.2022 HISTORIC REVIEW UPDATE 10.24.2022 ARCHITECT: PLURAL OFFICE LLC CLIENT: LUKE WHORTON ADDRESS: 4308 DUVAL ST AUSTIN, TX 78751 PROJECT NO: 2204LWA DATE: 10/24/22 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. General Notes A0.03 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 01 02 Transmittal Set Name Date BUILDING PERMIT 09.02.2022 HISTORIC REVIEW UPDATE 10.24.2022 ARCHITECT: PLURAL OFFICE LLC CLIENT: LUKE WHORTON ADDRESS: 4308 DUVAL ST AUSTIN, TX 78751 PROJECT NO: 2204LWA DATE: 10/24/22 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. Tree Protection Standards A0.04 NOTES:EXISTING GRADER.O.W.ROADWAYPLAN VIEWPROFILE15 m(50') MIN.GRADE TO PREVENT RUNOFFFROM LEAVING SITE200 mm(8'') MIN.PROVIDE APPROPRIATE TRANSITIONBETWEEN STABILIZED CONSTRUCTIONENTRANCE AND PUBLIC RIGHT-OF-WAY15 m(50') MIN.1. STONE SIZE: 75-125 mm (3-5'') OPEN GRADED ROCK.2. LENGTH: AS EFFECTIVE BUT NOT LESS THAN 15 m (50').3. THICKNESS: NOT LESS THAN 200 mm (8'').4. WIDTH: NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS/EGRESS.7. DRAINAGE: ENTRANCE MUST BE PROPERLY GRADED OR INCORPORATE A DRAINAGE SWALE TO PREVENT RUNOFF FROM LEAVING THE CONSTRUCTION SITE.5. WASHING: WHEN NECESSARY, VEHICLE WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC ROADWAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE AND DRAINS INTO AN APPROVED TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH OR WATERCOURSE USING APPROVED METHODS.6. MAINTENANCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND, AS WELL AS REPAIR AND CLEAN OUT OF ANY MEASURE DEVICES USED TO TRAP SEDIMENT. ALL SEDIMENTS THAT IS SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC ROADWAY MUST BE REMOVED IMMEDIATELY.VARIESBUILDINGTREE PROTECTION FENCEDRIPLINECRITICAL ROOT ZONE24 m(8')LIMITS OFCRITICAL ROOT ZONERADIUS=12 mm PER mm(1 ft PER in)OF TRUNK DIAMETER1.5 m(5')**AS NEEDED TO PROVIDE MINIMUM NECESSARY WORK SPACE. IF LESS THAN 1.5 m (5'), THEN ADD BOARDS STRAPPED TO TRUNK.6 m FOR500 mm DIA. TREE(20'-0'' FOR20'' DIA. TREE)WOOD CHIP MULCH150 mm (6'') DEPTHWOOD CHIP MULCH AREA100 mm-150 mm(4''-6'') DEPTHDRIPLINE (VARIES)CRITICAL ROOT ZONEDRIPLINETREE PROTECTION FENCEFENCE LOCATION1.5 m(5')1.5 m(5')950 mm(38'')150 mm(6'')900 mm(3')2.4 m(8') MAX.(LIMITS OF CRITICAL ROOT ZONE)RADIUS=12 mm PER mm (1 ft PER in)OF TRUNK DIAMETER6 m FOR500 mm DIA. TREE(20'-0" FOR20'' DIA. TREE)NOMINAL50 mm x 100 mm(2'' x 4'')STRINGERSNOMINAL100 mm x 100 mm(4'' x 4'')POSTSCHAIN LINK FENCEDRIPLINE (VARIES)CRITICAL ROOT ZONEDRIPLINETREE PROTECTION FENCEFENCE LOCATION1.5 m(5'-0'')(LIMITS OF CRITICAL ROOT ZONE)RADIUS=12 mm PER mm (1 ft PER in)OF TRUNK DIAMETER6.O m FOR500 mm DIA. TREE(20'-0'' FOR20'' DIA. TREE)3 m (10'-0'')MAX.AS SHOWN ON PLANBLDG.BOARDSBOARDSC.R.Z.TREES IN PAVING AREANATURAL AREASGROUP OF TREESINDIVIDUAL TREECURBC.R.Z.FENCE LOCATION PRIOR TOCLEARING, GRADING AND PAVINGPERMEABLEPAVING AREAFENCE LOCATIONDURING PERMEABLEPAVING INSTALLATIONTREES NEARCONSTRUCTION ACTIVITYLIMIT OFCONSTRUCTION LINEMINIMUM NESESSARY WORK AREA(WOOD CHIP MULCH 100 TO 150 mm(4'' TO 6'' DEPTH)C.R.Z.CRITICAL ROOT ZONE (C.R.Z.)RADIUS = 12 mm PER mm(1 FT. PER INCH)OF TRUNK DIAMETERADD BOARDS STRAPPED TO TRUNKDUE TO CLOSENESS OF FENCELESS THAN 1.5 m (5') FROM TRUNK.LINEAR CONSTRUCTION THROUGH TREESWOOD CHIP MULCH AREA100 mm-150 mm(4''-6'') DEPTHTEMPORARYACCESS ROAD,EXISTINGROADWAYOR EASEMENTAS APPROVEDWOVEN WIRE SHEATHINGROCK BERMFLOW2CROSS SECTIONFLOW1RB600 mm(2') MIN.450 mm(18'') MIN.600 mm(24'') MIN.100 mm(4'')450 mm(18'') MIN.6. WHEN THE SITE IS COMPLETELY STABILIZED,THE BERM AND ACCUMULATED SILT SHALL BE REMOVED AND DISPOSED OF IN AN APPROVED MANNER.NOTES:STANDARD SYMBOLFOR ROCK BERM (RB)3. THE ROCK BERM SHALL BE INSPECTED WEEKLY OR AFTER EACH RAIN, AND THE STONE AND/OR FABRIC CORE-WOVEN SHEATHING SHALL BE REPLACED WHEN THE STRUCTURE CEASES TO FUNCTION AS INTENDED, DUE TO SILT ACCUMULATION AMONG THE ROCKS, WASHOUT, CONSTRUCTION TRAFFIC DAMAGE, ETC.1. USE ONLY OPEN GRADED ROCK 100 to 200 mm (4 to 8'') DIAMETER FOR STREAM FLOW CONDITIONS. USE OPEN GRADED ROCK 75 to 125 mm (3 to 5'') DIAMETER FOR OTHER CONDITIONS.4. WHEN SILT REACHES A DEPTH EQUAL TO ONE-THIRD THE HEIGHT OF THE BERM OR 150 mm (6''), WHICHEVER IS LESS, THE SILT SHALL BE REMOVED AND DISPOSED OF ON AN APPROVED SITE AND IN A MANNER THAT WILL NOT CREATE A SILTATION PROBLEM.2. THE ROCK BERM SHALL BE SECURED WITH A WOVEN WIRE SHEATHING HAVING MAXIMUM 25 mm (1'') OPENING AND MINIMUM WIRE DIAMETER OF 12.9 mm (20 GAUGE). ROCK BERMS IN CHANNEL APPLICATIONS SHALL BE ANCHORED FIRMLY INTO THE SUBSTRATE A MINIMUM OF 150 mm (6 '') WITH T-POSTS OR WITH 15M OR 20M (#5 OR #6) REBAR, WITH MAXIMUM SPACING APART OF 1.2 m (48'') ON CENTER.5. DAILY INSPECTION SHALL BE MADE ON SEVERE-SERVICE ROCK BERMS; SILT SHALL BE REMOVED WHEN ACCUMULATION REACHES 150 mm (6'').SFL=TRENCH CROSS SECTION150 mm(6'') MIN.150 mm(6'') MIN.TRENCH (BACKFILLED)FABRIC TOE-INGEOTEXTILE FABRICFLOWSTEEL FENCE POSTSMAX. 1.8 m (6') SPACINGWOVEN WIRE SUPPORT10.1 mm DIA. WIRE(12 GA. WIRE)NET BACKING600 mm(24'')3. THE TRENCH MUST BE A MINIMUM OF 150 mm (6 inches) DEEP AND 150 mm (6 inches) WIDE TO ALLOW FOR THE SILT FENCE FABRIC TO BE LAID IN THE GROUND AND BACKFILLED WITH COMPACTED MATERIAL.4. SILT FENCE SHOULD BE SECURELY FASTENED TO EACH STEEL SUPPORT POST OR TO WOVEN WIRE, WHICH IS IN TURN ATTACHED TO THE STEEL FENCE POST.5. INSPECTION SHALL BE MADE WEEKLY OR AFTER EACH RAINFALL EVENT AND REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED.6. SILT FENCE SHALL BE REMOVED WHEN THE SITE IS COMPLETELY STABILIZED SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE.NOTES:1. STEEL POSTS WHICH SUPPORT THE SILT FENCE SHALL BE INSTALLED ON A SLIGHT ANGLE TOWARD THE ANTICIPATED RUNOFF SOURCE. POST MUST BE EMBEDDED A MINIMUM OF 300 mm (1'').STANDARD SYMBOLFOR SILT FENCE (SF)2. THE TOE OF THE SILT FENCE SHALL BE TRENCHED IN WITH A SPADE OR MECHANICAL TRENCHER, SO THAT THE DOWNSLOPE FACE OF THE TRENCH IS FLAT AND PERPENDICULAR TO THE LINE OF FLOW. WHERE FENCE CAN NOT BE TRENCHED INTO THE SURFACE (E.G. PAVEMENT), THE FABRIC FLAP SHALL BE WEIGHTED DOWN WITH WASHED GRAVEL ON UPHILL SIDE TO PREVENT FLOW UNDER FENCE.7. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF 150 mm (6 inches). THE SILT SHALL BE DISPOSED OF ON AN APPROVED SITE AND IN SUCH A MANNER THAT WILL NOT CONTRIBUTE TO ADDITIONAL SILTATION.1.2 m(48")450 mm(18")DLA300 mm(12'')50 mm(2'') CLR.FILTRATION PONDPIPE FROMSECTION A - APLANBABABROCK RIP RAP(STONE SHALL BE125 mm TO 200 mm(5" TO 8" IN SIZE)1% MIN.SLOPECUT WELDED WIRE FABRICTO WITHIN 50 mm(2") OF PIPE1:1SLOPEMATCH EXISTINGGRADE150 mm(6'')900 mm100 mm(4'')150 mmX150 mmXMW9XMW9(6''X 6''XW 1.4XW 1.4)WELDED WIRE FABRIC100 mm (4'')CLASS ''A'' CONCRETEITEM 403S150 mm(6'')150 mm(6'')(36'') MIN.150 mm(6'')300 mm(12'')ABLD500 mm(20")550 mm(22")600 mm(24")675 mm(27")750 mm(30")150 mm(6")800 mm(32")200 mm(8")850 mm(34")250 mm(10")1.05 m(42")300 mm(12")900 mm(36")1.27 m(51")375 mm(15")600 mm(24")600 mm(24")750 mm(30")SECTION B - BDB150 mm(6'')150 mm(6'')150 mm(6'')100 mm(4'')300 mm(12'')300 mm(12'')XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXSTABILIZED CONSTRUCTION ENTRANCEWATERSHED PROTECTION DEPARTMENTCITY OF AUSTINCITY OF AUSTINWATERSHED PROTECTION DEPARTMENTCITY OF AUSTINTREE PROTECTION FENCEMODIFIED TYPE A - CHAIN LINKCITY OF AUSTINTREE PROTECTION FENCETYPE B - WOODWATERSHED PROTECTION DEPARTMENTCITY OF AUSTINTREE PROTECTION FENCETYPE A - CHAIN LINKWATERSHED PROTECTION DEPARTMENTTREE PROTECTION FENCE LOCATIONSWATERSHED PROTECTION DEPARTMENTCITY OF AUSTINROCK BERMWATERSHED PROTECTION DEPARTMENTCITY OF AUSTINSILT FENCEWATERSHED PROTECTION DEPARTMENTCITY OF AUSTINHEADWALL FOR FILTRATION PONDS W/OUTFALLPIPE 150 mm (6") T0 375 mm (15") DIA.HEADWALL FOR FILTRATION PONDS W/OUTFALLPIPE 150 mm (6") T0 375 mm (15") DIA.CITY OF AUSTINWATERSHED PROTECTION DEPARTMENTCITY OF AUSTINCITY OF AUSTINWATERSHED PROTECTION DEPARTMENTCITY OF AUSTIN900 S. 1st Street, Suite 110Austin, TX 78704p. 512.289.1313f. 888.866.8175© 2019 PSW HOMESPROJECT NAME:PROJECT ADDRESS:PROJECT NUMBER:SHEET NUMBER:SHEET NAME:ISSUED FOR: PSW HOMES LLCPSW HOMES 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 PSW HOMES.ISSUE DATE:REVISIONS:515 TERRACE8005TREE PROTECTION & SOILSTABILIZATIONG004PERMIT DRAWINGS / NOT FOR CONSTRUCTION11.26.2019515 Terrace Drive, Austin TX 78704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 01 02 Transmittal Set Name Date BUILDING PERMIT 09.02.2022 HISTORIC REVIEW UPDATE 10.24.2022 ARCHITECT: PLURAL OFFICE LLC CLIENT: LUKE WHORTON ADDRESS: 4308 DUVAL ST AUSTIN, TX 78751 PROJECT NO: 2204LWA DATE: 10/24/22 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 01 02 Transmittal Set Name Date BUILDING PERMIT 09.02.2022 HISTORIC REVIEW UPDATE 10.24.2022 W M ARCHITECT: PLURAL OFFICE LLC CLIENT: LUKE WHORTON ADDRESS: 4308 DUVAL ST AUSTIN, TX 78751 PROJECT NO: 2204LWA DATE: 10/24/22 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 PLOT PLAN KEY NOTES PLOT PLAN LEGEND TREE PROTECTION LEGEND Architect of Record D1. REMOVE PORTION OF DRIVEWAY / SIDEWALK D2. REMOVE EXISTING CONCRETE PAVING D3. REMOVE EXISTING LAUNDRY ROOM D4. REMOVE EXISTING ELECTRICAL LINE AND PANEL 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 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 \\ N 59º54'58" E 124.97' \\ \\ \\ \\ \\ \ \ \ \ \ \ \ \ \ \ ' 0 0 . 0 5 ' W " 2 0 5 0 º 0 3 S ) T A L P R E P ( Y E L L A ' 2 1 D3 D2 D2 D2 D4 D1 EXISTING GARAGE TO REMAIN N 59º54'58" W 124.93' EXISTING RESIDENCE TO REMAIN PORTION OF DRIVEWAY WITHIN 1/2 CRZ OF TREE 501 TO REMAIN D1 D1 ' 0 0 . 0 5 ' W " 3 1 8 0 º 0 3 S 1 DEMOLITION SITE 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 01 02 Transmittal Set Name Date BUILDING PERMIT 09.02.2022 HISTORIC REVIEW UPDATE 10.24.2022 ARCHITECT: PLURAL OFFICE LLC CLIENT: LUKE WHORTON ADDRESS: 4308 DUVAL ST AUSTIN, TX 78751 PROJECT NO: 2204LWA DATE: 10/24/22 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. Demolition Site Plan A1.10 NOTE: CONTRACTOR RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND/OR DEMOLITION. CONTRACTOR RESPONSIBLE FOR ENSURING THAT NO UTILITIES OR OTHER SITE FEATURES ARE DAMAGED DURING DEMOLITION. CONTRACTOR TO CONTACT UTILITY COMPANIES AND THE CITY OF AUSTIN IN ORDER TO LOCATE AND PROTECT ALL UTILITIES BEFORE SITE DEMOLITION COMMENCES. CONTRACTOR TO NOTIFY OWNER AND ARCHITECT IF UTILITIES ARE IN THE PROXIMITY OF DEMOLITION PRIOR TO THE START OF WORK. IMPERVIOUS COVERAGE CALCULATION BUILDING COVERAGE CALCULATION PLOT PLAN LEGEND TREE PROTECTION LEGEND SITE AREA: .143 ACRES (6,211 sq ft) ALLOWABLE IMPERVIOUS COVERAGE PERCENTAGE: 45% ALLOWABLE IMPERVIOUS COVERAGE AREA: 2,795 sq ft PROPOSED IMPERVIOUS COVERAGE PERCENTAGE: 44.2% PROPOSED IMPERVIOUS COVERAGE AREA: 2,746 sq ft SITE AREA: .143 ACRES (6,211 sq ft) ALLOWABLE BUILDING COVERAGE PERCENTAGE: 40% ALLOWABLE BUILDING COVERAGE AREA: 2,484 sq ft PROPOSED BUILDING COVERAGE PERCENTAGE: 31.9% PROPOSED BUILDING COVERAGE AREA: 1,982 sq ft IMPERVIOUS COVERAGE SCHEDULE ELEMENT ID AREA BUILDING COVERAGE SCHEDULE ELEMENT ID AREA DRIVEWAY EX. CONC. SIDEWALK EX. COVERED PATIO EX. GARAGE EXISTING RESIDENCE PROPOSED ADDITION PROPOSED OVERHANG PROPOSED PATIO 677 87 75 298 978 556 35 40 2,746 ft² EX. COVERED PATIO EX. GARAGE EXISTING RESIDENCE PROPOSED ADDITION PROPOSED OVERHANG PROPOSED PATIO 75 298 978 556 35 40 1,982 ft² 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 ' 0 0 . 0 5 ' W " 2 0 5 0 º 0 3 S ) T A L P R E P ( Y E L L A ' 2 1 10'-0" REQ. REAR SETBACK EX. GARAGE 298 SQ FT N 59º54'58" E 124.97' 43'-2 1/2" PROPOSED REAR SETBACK " 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 18'-10" 3'-8" " 0 - ' 1 1 " 2 / 1 3 - ' 1 3 PROPOSED ADDITION 556 SQ FT PROPOSED PATIO 40 SQ FT 15'-1 1/2" STRUCTURE SEPARATION " 0 - ' 3 1 I K C A B T E S E D S D E S O P O R P " 0 - ' 5 E D S I . Q E R K C A B T E S DRIVEWAY 677 SQ FT N 59º54'58" W 124.93' " 0 - ' 2 " 0 - ' 2 " 0 - ' 3 " 0 - ' 3 " 0 - ' "2 0 - ' 1 EXISTING RESIDENCE 978 SQ FT PROPOSED OVERHANG 35 SQ FT EX. COVERED PATIO 75 SQ FT EX. CONC. SIDEWALK 87 SQ FT ' 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 COVERAGE SITE 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 01 02 Transmittal Set Name Date BUILDING PERMIT 09.02.2022 HISTORIC REVIEW UPDATE 10.24.2022 . T S ARCHITECT: L A V CLIENT: U D ADDRESS: PLURAL OFFICE LLC LUKE WHORTON 4308 DUVAL ST AUSTIN, TX 78751 PROJECT NO: 2204LWA DATE: 10/24/22 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. Coverage Site Plan A1.11 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 : ________ % 44.202,746.0034.002,115.0031.901,982.0022.001,351.006,211.000.000.000.000.000.000.002,746.00631.002,115.000.000.000.000.000.000.0087.0087.00677.00677.001,982.00631.001,351.002,630.001,279.001,351.000.000.000.00150.0075.0075.000.00298.00298.000.000.000.000.0029.0029.000.00619.00619.000.001,534.00556.00978.00FAR CALCULATION SITE AREA: .143 ACRES (6,211 sq ft) ALLOWABLE FAR PERCENTAGE: 40% ALLOWABLE FAR AREA: 2,484 sq ft PROPOSED FAR PERCENTAGE: 35% PROPOSED FAR AREA: 2,182 sq ft FAR PLAN LEGEND PROPOSED FAR EXISTING FAR ELEMENT ID AREA FAR SCHEDULE CUPOLA FIRST FLOOR ADDITION FIRST FLOOR EXISTING SECOND FLOOR ADDITION 29 556 978 619 2,182 ft² 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 APPROVED THRESHOLD DETAIL VISITABILITY NOTES VISIBILITY ROUTE - 32" CLEAR WIDTH MINIMUM - - LIGHT SWITCHES AND ENVIRONMENTAL CONTROLS NO HIGHER THAN 48" ABOVE INTERIOR FLOOR LEVEL OUTLETS AND RECEPTACLES MINIMUM 15" ABOVE INTERIOR FLOOR LEVEL EXCEPT FOR FLOOR OUTLETS VISITABLE ROUTE SHOWN IN RED NO STEPS ALLOWED ALONG VISITABLE ROUTE \ \ F VISITABLE BATHROOM - DOOR 3'-0" X 8'-0" - 2X6 BLOCKING CENTERLINE @ 34" A.F.F. (EXCEPT BEHIND LAVATORY) - DOOR SHALL NOT IMPEDE 30"X30" CLEAR FLOOR SPACE 30"X30" CLEAR FLOOR SPACE \\ \\ \\ \\ \\ \\ SECOND FLOOR ADDITION 619 SQ FT 2 SECOND FLOOR FAR PLAN SCALE: 1/8" = 1'-0" 16' 4' 8' 0 3 CUPOLA FAR PLAN SCALE: 1/8" = 1'-0" 4' 0 8' 16' POINT OF ORIGIN: DRIVEWAY FIRST FLOOR ADDITION 556 SQ FT FIRST FLOOR EXISTING 978 SQ FT 4 VISITABILITY PLAN SCALE: 1/8" = 1'-0" 0 4' 8' 16' 1 FIRST FLOOR FAR PLAN SCALE: 1/8" = 1'-0" 0 4' 8' N 16' COVERED PORCH EXEMPT FROM GROSS AREA CALCS PER LDC 3.3.3.A CUPOLA 29 SQ FT COVERED PORCH EXEMPT FROM GROSS AREA CALCS PER LDC 3.3.3.A Revision Block Transmittal Set ID 01 02 Transmittal Set Name Date BUILDING PERMIT 09.02.2022 HISTORIC REVIEW UPDATE 10.24.2022 ARCHITECT: PLURAL OFFICE LLC CLIENT: LUKE WHORTON ADDRESS: 4308 DUVAL ST AUSTIN, TX 78751 PROJECT NO: 2204LWA DATE: 10/24/22 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. FAR and Visitability Plans A1.13 City 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PLOT PLAN KEY NOTES PLOT PLAN LEGEND TREE PROTECTION LEGEND Architect of Record NOTE: TREE PROTECTION SHALL BE EXTENDED TO THE FULL AVAILABLE CRITICAL ROOT ZONE OF ALL PROTECTED SIZE TREES THAT FALL IN OR NEAR THE LIMIT OF CONSTRUCTION. ANY AREA OF THE FULL CRITICAL ROOT ZONE THAT IS NOT FENCED SHALL BE ALLOCATED 8" OF MULCH. NOTE: NO GRADING SHALL IMPACT THE CRZS OF ANY PROTECTED TREES 1. 8" LAYER OF MULCH TO BE INSTALLED IN ENTIRE AVAILABLE ROOT ZONE AREA. THIS INCLUDES AREAS OUTSIDE OF THE TREE PROTECTION FENCE THAT ARE WITHIN THE FULL CRZ 2. INSTALL TREE PROTECTION FENCING PER TREE PROTECTION STANDARDS ON SHEET A0.03. FENCING TO BE CHAIN LINK MESH AT A MINIMUM HEIGHT OF 5 FEET. 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 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 2235 E 6th St Austin TX, 78702 2022 Project WHORTON ADDITION 4308 Duval St Austin, TX 78751 Architect's Seal City Approval Stamp TREE LIST ALTHOUGH THE FULL CRZ DISTURBANCE AREA FOR TREE 501 IS OVER 50%, WE ARE REDUCING THE AMOUNT OF IMPACT TO THE TREE COMPARED TO THE EXISTING DISTURBANCE. \ \ \ \ EXISTING DISTURBANCE 180 SQ FT EXISTING DISTURBANCE 402 SQ FT 501 5'- 6 " 1 / 4 C Z R Z R 1'- 0 " F C L 1 A H Z R 2'- 0 " L C L 2 U F NO FOUNDATION WORK IN ROOT ZONE. IMPACT TO ROOT ZONE LIMITED TO SECOND FLOOR OVERHANG EXISTING DISTURBANCE 181 SQ FT PROPOSED DISTURBANCE 342 SQ FT 1 2 501 5'- 6 " 1 / 4 C Z R Z R 1'- 0 " F C L 1 A H Z R 2'- 0 " L C L 2 U F NO FOUNDATION WORK IN ROOT ZONE. IMPACT TO ROOT ZONE LIMITED TO SECOND FLOOR OVERHANG EXISTING DISTURBANCE 497 SQ FT EXISTING DISTURBANCE 497 SQ FT 2 TREE 501 EXISTING DISTURBANCE SCALE: 1/8" = 1'-0" 0 4' 8' 16' 0 4' 8' 16' 1 TREE 501 PROPOSED DISTURBANCE SCALE: 1/8" = 1'-0" Revision Block Transmittal Set ID 01 02 Transmittal Set Name Date BUILDING PERMIT 09.02.2022 HISTORIC REVIEW UPDATE 10.24.2022 ARCHITECT: PLURAL OFFICE LLC CLIENT: LUKE WHORTON ADDRESS: 4308 DUVAL ST AUSTIN, TX 78751 PROJECT NO: 2204LWA DATE: 10/24/22 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. Tree 501 Protection A1.14 1813 RIVERVIEW TREE CALCULATIONSTREES > 19" DBH FULL ROOT ZONE IMPACTSTREES >19" DBHEXISTING ROOT ZONE DISTURBANCEPROPOSED ROOT ZONE DISTURBANCEUNDISTURBED ROOT ZONETAG NO.TYPEDBH (in)AREASQ FT%SQ FT%%501HACKBERRY221,521107971.0%102067.1%32.9%DEMOLITION FLOOR PLAN KEY NOTES DEMOLITION PLAN LEGEND D1. D2. REMOVE PORTION OF INTERIOR WALL EXISTING WALL REMOVE EXISTING WINDOWS AND ASSOCIATED TRIM. D3. REMOVE EXISTING EXTERIOR WALL D4. REMOVE ALL KITCHEN APPLIANCES EXISTING WALL TO REMAIN ELEMENT TO BE REMOVED D3 W W LAUNDRY 003 D2 D2 D2 KITCHEN 003 D4 D4 DINING 002 D1 EXISTING SITTING ROOM 198 sq ft D3 EXISTING BEDROOM 167 sq ft EXISTING BEDROOM 165 sq ft D1 1 DEMOLITION FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" 0 2' 4' N 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 01 02 Transmittal Set Name Date BUILDING PERMIT 09.02.2022 HISTORIC REVIEW UPDATE 10.24.2022 ARCHITECT: PLURAL OFFICE LLC CLIENT: LUKE WHORTON ADDRESS: 4308 DUVAL ST AUSTIN, TX 78751 PROJECT NO: 2204LWA DATE: 10/24/22 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. Demolition Plan A2.10 FLOOR PLAN LEGEND 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 A3.20 2 A3.20 2 A3.10 #DrgID #LayID 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 01 02 Transmittal Set Name Date BUILDING PERMIT 09.02.2022 HISTORIC REVIEW UPDATE 10.24.2022 ARCHITECT: PLURAL OFFICE LLC CLIENT: LUKE WHORTON ADDRESS: 4308 DUVAL ST AUSTIN, TX 78751 PROJECT NO: 2204LWA DATE: 10/24/22 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. Foundation Plan A2.20 1 2 1 A3.11 18'-10 1/2" A 1 A3.20 2 A3.20 B 1 A3.10 #DrgID #LayID C " 8 / 1 0 - ' 1 3 " 4 - ' 8 1 " 4 / 1 8 - ' 2 1 NEW FOUNDATION TBD PROPOSED FFE TO MATCH EXISTING FFE " 1 1 - ' 3 9'-9" EXISTING FOUNDATION TO REMAIN EXISTING FFE CONTRACTOR TO VERIFY PRIOR TO START OF CONST. 6 A3.10 1 PROPOSED FOUNDATION PLAN SCALE: 1/4" = 1'-0" 0 2' 4' N 8' 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 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). 1 2 1 A3.11 NOTE: ALL INTERIOR WALLS TO BE ASSEMBLY TYPE W21 UNLESS NOTED OTHERWISE 5 1/2" 3'-9 1/2" 1'-3" 2'-0" C Sill 5'-10 1/2" 18'-10 1/2" 18'-5" 15'-7 1/2" A " 2 / 1 5 1 A3.20 " 4 / 1 1 - ' 4 " 2 / 1 1 - ' 4 UP " 3 - ' 3 W01 DRY BAR D Sill 5'-1 1/2" UPPERS UPPERS PANTRY F 3'-3" 5 2 3 4 7 1 KITCHEN 196 sq ft EXISTING SITTING ROOM 198 sq ft " 4 - ' 8 1 " 2 / 1 0 1 - ' 7 1 " 0 - ' 1 1 " 0 - ' 1 1 b . 1 2 A3.20 " 4 / 3 2 - ' 3 " 8 / 7 1 - ' 5 B " 2 / 1 5 " 8 / 7 4 - ' 4 1 A3.10 " 2 / 1 3 " 8 - ' 2 1 " 4 / 3 6 - ' 1 #DrgID #LayID " 2 / 1 5 " 2 / 1 1 1 C 5 1/2" 1 0 W 3 1/2" 3 1/2" 3'-11 3/4" 5'-0 1/2" W22 LIVING 276 sq ft 8'-10" W22 TV ENTRY/HALL 34 sq ft " 2 / 1 5 " 0 1 - ' 7 COATS/SHOES W D LAUNDRY 33 sq ft OFFICE 61 sq ft a . 2 5 1/2" a . 3 a . 5 4.b BATH 41 sq ft 2 2 W " 8 / 5 0 - ' 7 " 0 - ' 5 " 0 1 - ' 2 l l i S B W01 " 2 / 1 5 1.a 1 0 W ENTRY STOOP 30 sq ft Sill 5' A 12 3'-0" 1'-1 1/4" 2'-0" 2'-6 3/4" 9'-3 1/2" 5 1/2" 18'-10 1/2" 9'-1 1/2" 12 DINING 88 sq ft CL 7 sq ft CL 6 sq ft LIN. 66 BATH 47 sq ft 6 A3.10 EXISTING BEDROOM 167 sq ft EXISTING BEDROOM 165 sq ft 1 PROPOSED FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" 0 2' 4' N 8' 1 A3.20 2 A3.20 2 A3.10 #DrgID #LayID 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 01 02 Transmittal Set Name Date BUILDING PERMIT 09.02.2022 HISTORIC REVIEW UPDATE 10.24.2022 ARCHITECT: PLURAL OFFICE LLC CLIENT: LUKE WHORTON ADDRESS: 4308 DUVAL ST AUSTIN, TX 78751 PROJECT NO: 2204LWA DATE: 10/24/22 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. First Floor Plan A2.20 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" L Sill 3" 1 0 W K " 3 l l i S J " 3 l l i S 2 6" C 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 " 5 - ' 3 TUB H " 3 - ' 3 l l i S 1 1/2" 10 " 6 - ' 6 S E O H S 1'-8 1/2" 10'-0" 9 PRIMARY BATH 135 sq ft SHOWER LINEN WALK-IN 47 sq ft " 1 1 - ' 7 AHU " 2 / 1 3 " 4 / 1 1 - ' 5 W.C. Sill 1' E 2'-0" 8 Sill 1' F 1'-1 3/4" 5'-0" 18'-10 1/2" G ' 4 l l i S W01 " 5 - ' 3 b . 3 2'-8 1/4" MECHANICAL 5 1/2" 6'-11 1/2" 6'-2" 1" 3 1/2" 3 1/2" 5'-7 1/2" 2'-9 1/4" 3'-2 1/2" 9" 6 A3.10 A 1 A3.20 " 3 - ' 3 " 2 / 1 5 " 2 / 1 3 " 4 - ' 8 1 2 A3.20 " 4 - ' 4 1 " 2 / 1 0 - ' 5 2 B " 2 / 1 5 1 A3.10 " 8 - ' 2 1 " 9 - ' 1 1 #DrgID #LayID " 0 - ' 5 " 2 / 1 5 " 2 / 1 1 1 C 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 #DrgID #LayID 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 01 02 Transmittal Set Name Date BUILDING PERMIT 09.02.2022 HISTORIC REVIEW UPDATE 10.24.2022 ARCHITECT: PLURAL OFFICE LLC CLIENT: LUKE WHORTON ADDRESS: 4308 DUVAL ST AUSTIN, TX 78751 PROJECT NO: 2204LWA DATE: 10/24/22 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 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). 1'-9" 19'-4 5/8" 1'-9" R2 6'-6" 6'-10 1/2" N " 6 - ' 3 R3 N R1 M M SLOPE DN 8:12 SLOPE DN 8:12 " 4 - ' 1 " 0 - ' 1 3 A 1 A3.20 2 A3.20 B 1 A3.10 #DrgID #LayID C " 4 - ' 1 6 A3.10 1 A3.20 2 A3.20 2 A3.10 #DrgID #LayID 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 01 02 Transmittal Set Name Date BUILDING PERMIT 09.02.2022 HISTORIC REVIEW UPDATE 10.24.2022 ARCHITECT: PLURAL OFFICE LLC CLIENT: LUKE WHORTON ADDRESS: 4308 DUVAL ST AUSTIN, TX 78751 PROJECT NO: 2204LWA DATE: 10/24/22 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' C B A 4 " 6 - ' 3 N 16 EL. 643'-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 E E Architect's Seal " 0 - ' 0 3 I T H G E H G N D L U B I I 634'-10 3/4" ELEV OF SETBACK PLANE AND ROOF INTERSECTION " 0 - ' 0 3 " 0 - ' 5 1 MATERIAL LEGEND 11 City Approval Stamp 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) MATERIAL A: EXISTING WOOD SIDING PAINT SW SNOWBOUND 7004 MATERIAL B: 5 1/2" WOOD RAINSCREEN SIDING PAINT SW SNOWBOUND 7004 MATERIAL C: 5 1/2" WOOD RAINSCREEN SIDING WESTERN RED CEDAR CLEAR STAIN AND SEAL MATERIAL D: EXISTING AND PROPOSED WOOD TRIM PAINT SW IRON ORE 7069 ELEVATION/SECTION KEY NOTES 1. RETAIN MATERIAL A. PATCH AND REPAIR AS NECESSARY 2. INSTALL MATERIAL B PER ELEVATIONS. 3. INSTALL MATERIAL C PER ELEVATIONS. 4. INSTALL MATERIAL D AROUND SELECT WINDOWS, DOORS, AND AT FASCIA. 5. INSTALL STEEL FRAMED CANOPY. PAINT MATTE BLACK. 6. INSTALL STANDING SEAM METAL ROOF. GALVALUME FINISH. 7. BLACK ALUMINUM CLAD WINDOWS. MARVIN ELEVATE OR APPROVED SIMILAR. 8. PROVIDE CUPOLA 9. PROVIDE ROOF CRICKET BETWEEN NEW AND EXISTING 4 " 0 - ' 7 " 3 " 4 / 3 1 - ' 1 " 0 1 - ' 9 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) N J Sill 3" J Sill 3" 1.b 16 " 3 - ' 3 " 0 - ' 4 " 4 / 3 1 - ' 1 G Sill 4' 5'-0" 13 5'-0" " 0 - ' 7 B Sill 2'-10" H Sill 3'-3" 5 4 4 " 0 - ' 3 " 3 - ' 3 12 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 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 01 02 Transmittal Set Name Date BUILDING PERMIT 09.02.2022 HISTORIC REVIEW UPDATE 10.24.2022 ARCHITECT: PLURAL OFFICE LLC CLIENT: LUKE WHORTON ADDRESS: 4308 DUVAL ST AUSTIN, TX 78751 PROJECT NO: 2204LWA DATE: 10/24/22 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'-10 1/2" PORTION 1 SETBACK PLAN EL. 613'-5" AVERAGE GRADE EL. 643'-5" HEIGHT LIMIT " 0 - ' 0 3 EL. 615' PORTION 2 SETBACK PLANE EL. 613'-5" AVERAGE GRADE MATERIAL LEGEND 4 11 1 2 8 " 2 - ' 6 M 4 EL. 643'-5" HEIGHT LIMIT " 0 - ' 0 3 9 12 8 3 12 8 T.O. PLATE 633'-6 3/4" T.O. SECOND FLOOR 625'-2 3/4" 5 " 4 - ' 8 " 4 / 3 1 1 - ' 0 1 T.O. FIRST FLOOR 614'-3" (CONTRACTOR TO CONFIRM EXISITNG SLAB ELEV UNKOWN) 613'-5" EL. 615' PORTION 2 SETBACK PLANE " 0 - ' 8 12 F Sill 1' E Sill 1' 5'-0" 1'-1 3/4" 2'-0" 5 " 0 - ' 3 A Sill 5' 2'-0" 1.a 13 2 SOUTH ELEVATION SCALE: 1/4" = 1'-0" MATERIAL A: EXISTING WOOD SIDING PAINT SW SNOWBOUND 7004 MATERIAL B: 5 1/2" WOOD RAINSCREEN SIDING PAINT SW SNOWBOUND 7004 MATERIAL C: 5 1/2" WOOD RAINSCREEN SIDING WESTERN RED CEDAR CLEAR STAIN AND SEAL MATERIAL D: EXISTING AND PROPOSED WOOD TRIM PAINT SW IRON ORE 7069 ELEVATION/SECTION KEY NOTES 1. RETAIN MATERIAL A. PATCH AND REPAIR AS NECESSARY 2. INSTALL MATERIAL B PER ELEVATIONS. 3. INSTALL MATERIAL C PER ELEVATIONS. 4. INSTALL MATERIAL D AROUND SELECT WINDOWS, DOORS, AND AT FASCIA. 5. INSTALL STEEL FRAMED CANOPY. PAINT MATTE BLACK. 6. INSTALL STANDING SEAM METAL ROOF. GALVALUME FINISH. 7. BLACK ALUMINUM CLAD WINDOWS. MARVIN ELEVATE OR APPROVED SIMILAR. 8. PROVIDE CUPOLA 9. PROVIDE ROOF CRICKET BETWEEN NEW AND EXISTING EL. 613'-10 1/2" PORTION 1 SETBACK PLANE 0 2' 4' 8' GABLE ALLOWED TO EXTEND INTO SETBACK PLANE PER LDC 2.6.E.3.B 2 1 EL. 643'-5" HEIGHT LIMIT M " 0 - ' 0 3 6 12 8 " 0 - ' 4 C Sill 4' 2'-0" 17'-10 1/2" LENGTH OF GABLE EXTENDING INTO SETBACK PLANE <18'-0" PER LDC 2.6.E.3.B 634'-10 3/4" ELEV OF SETBACK PLANE AND ROOF INTERSECTION T.O. PLATE 633'-6 3/4" 11 7 12 5 T.O. SECOND FLOOR 625'-2 3/4" PROJECT NO: 2204LWA 12 8 " 0 - ' 7 L Sill 3" 2'-0" C Sill 5'-10 1/2" " 4 / 1 4 - ' 1 " 0 - ' 4 " 2 / 1 0 1 - ' 5 " 4 - ' 8 " 4 / 3 1 1 - ' 0 1 613'-5" AVG GRADE EL. 613'-10 1/2" PORTION 2 SETBACK PLANE 1 NORTH ELEVATION SCALE: 1/4" = 1'-0" EL. 615' PORTION 1 SETBACK PLANE 0 2' 4' 8' T.O. FIRST FLOOR 614'-3" (CONTRACTOR TO CONRIM EXISITNG SLAB ELEV UNKOWN) A3.11 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 01 02 Transmittal Set Name Date BUILDING PERMIT 09.02.2022 HISTORIC REVIEW UPDATE 10.24.2022 ARCHITECT: PLURAL OFFICE LLC CLIENT: LUKE WHORTON ADDRESS: 4308 DUVAL ST AUSTIN, TX 78751 DATE: 10/24/22 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 1 A8.20 12 8 R01 R02 1 2 R01 CUPOLA " 2 / 1 1 - ' 7 1 " 4 / 1 0 1 - ' 9 12 8 FC01 FC00 " 4 - ' 8 PRIMARY BEDROOM 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) CRICKET ATTIC CONTRACTOR TO COORDINATE THE FINAL FINISHED FLOOR ELEVATION OF ADDITION PRIOR TO THE START OF CONSTRUCTION LIVING KITCHEN + DINING SITING ROOM PORCH " 0 - ' 9 I I T H G E H G N L E C G N T S X E I I I 2 LONGITUDINAL SECTION CUPOLA SCALE: 1/4" = 1'-0" 0 2' 4' 8' 1 2 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) R01 12 8 R02 STAIR " 8 - ' 8 1 12 8 " 4 - ' 8 FC01 CRICKET ATTIC DRY BAR FC00 KITCHEN SITING ROOM 18'-10 1/2" 1 LONGITUDINAL SECTION STAIR 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 Revision Block Transmittal Set ID 01 02 Transmittal Set Name Date BUILDING PERMIT 09.02.2022 HISTORIC REVIEW UPDATE 10.24.2022 ARCHITECT: PLURAL OFFICE LLC CLIENT: LUKE WHORTON ADDRESS: 4308 DUVAL ST AUSTIN, TX 78751 PROJECT NO: 2204LWA DATE: 10/24/22 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 Sections A3.20 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 SHGC 1.a 1 " 0 - ' 8 3'-0" 3'-0"×8'-0" SWING DOOR MARVIN ULTIMATE UNFINISHED PINE BLACK ALUM BLACK ALUM RIGHT HAND SOLID CORE MDF ENTRY 0.30 MAX 0.25 MAX WINDOW NUMBER QUANTITY A 1 B 1 C 2 E 1 WINDOW SCHEDULE F 1 " 0 - ' 7 " 0 - ' 4 " 0 - ' 8 S.G. 2'-0" FROST S.G. 2'-0" ELEVATION DIMENSIONS WINDOW FUNCTION EXT FINISH INT FINISH U-VALUE SHGC " 0 - ' 3 S.G. 2'-0" 2'-0"×3'-0" CASEMENT BLACK ALUM UNFINISHED PINE 0.30 MAX 0.25 MAX 5'-0" 6'-0" 5'-0" 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 MARVIN - CORNER GLAZE BLACK ALUM BLACK ALUM BLACK ALUM BLACK ALUM BLACK ALUM 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 UNFINISHED PINE UNFINISHED PINE UNFINISHED PINE UNFINISHED PINE 5'-0"×7'-0" COMBI 2'-0"×4'-0" CASEMENT 2'-0"×8'-0" COMBI 4'-6"×2'-0" AWNING 5'-0"×7'-0" COMBI 2'-0"×7'-0" FIXED 5'-0"×1'-3" FIXED 2'-6"×3'-6" FIXED 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 0.30 MAX 0.25 MAX 0.30 MAX 0.25 MAX Architect's Seal 4'-6" 5'-0" 3'-0" E 2 " 0 - ' 2 S.G. S.G. " 0 - ' 8 FROST S.G. 5'-0" 5'-0"×8'-0" COMBI 0.30 MAX 0.25 MAX G 1 " 3 - ' 3 5'-0"×3'-3" AWNING 0.30 MAX 0.25 MAX H 1 " 0 - ' 3 3'-0"×3'-0" AWNING 0.30 MAX 0.25 MAX J 1 " 0 - ' 7 6'-0"×7'-0" FIXED 0.30 MAX 0.25 MAX K 1 " 0 - ' 7 L 1 " 0 - ' 7 5'-0" S.G. 2'-0" M 2 " 3 - ' 1 Architect of Record N 2 2235 E 6th St Austin TX, 78702 " 6 - ' 3 2'-6" 2022 Project WHORTON ADDITION 4308 Duval St Austin, TX 78751 1.b 1 2.a 1 DOOR SCHEDULE 2.b 1 3.a 1 3.b 1 4.a 1 4.b 1 5.a 1 5.a 1 5.b 1 City Approval Stamp " 0 1 - ' 9 " 0 - ' 8 " 8 - ' 6 " 8 - ' 6 " 0 - ' 8 " 0 - ' 8 " 0 - ' 8 " 8 - ' 6 " 8 - ' 6 " 8 - ' 6 11'-0" 10'-8"×9'-8" SLIDING MARVIN ULTIMATE UNFINISHED PINE BLACK ALUM BLACK ALUM RIGHT HAND SOLID CORE MDF ENTRY 0.30 MAX 0.25 MAX 2'-8" 2'-8"×8'-0" SWING DOOR MARVIN TRUSTILE TS1000 - "C" PANEL RIGHT HAND SOLID CORE MDF PAINTED N/A PAINTED PRIVACY N/A N/A 2'-6" 2'-6" 2'-6" 2'-8" 2'-6" 2'-6" 3'-0" 3'-0" 2'-6"×6'-8" SWING DOOR MARVIN TRUSTILE TS1000 - "C" PANEL 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 POCKET PRIVACY N/A N/A PAINTED N/A PAINTED LEFT HAND PRIVACY N/A N/A PAINTED N/A PAINTED LEFT HAND PRIVACY N/A N/A 3'-0"×8'-0" SWING DOOR MARVIN TRUSTILE TS1000 - "C" PANEL RIGHT HAND SOLID CORE MDF PAINTED N/A PAINTED PRIVACY N/A N/A 3'-0"×8'-0" SWING DOOR MARVIN TRUSTILE TS1000 - "C" PANEL PAINTED N/A PAINTED LEFT HAND PRIVACY N/A N/A 2'-6"×6'-8" 2'-8"×6'-8" SWING DOOR SWING DOOR MARVIN TRUSTILE MARVIN TRUSTILE TS1000 - "C" PANEL TS1000 - "C" PANEL 2'-6"×6'-8" SWING DOOR MARVIN TRUSTILE TS1000 - "C" PANEL PAINTED N/A PAINTED POCKET PAINTED N/A PAINTED POCKET PRIVACY PRIVACY N/A N/A N/A N/A PAINTED N/A PAINTED POCKET PRIVACY N/A N/A SOLID CORE MDF SOLID CORE MDF SOLID CORE MDF SOLID CORE MDF SOLID CORE MDF SOLID CORE MDF SOLID CORE MDF 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 01 02 Transmittal Set Name Date BUILDING PERMIT 09.02.2022 HISTORIC REVIEW UPDATE 10.24.2022 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: 10/24/22 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 SPRAY FOAM NOTES 1. 2. 3. 4. 5. SPRAY FOAMS SHALL HAVE A FLAME SPREAD OF LESS THAN 25 AND SMOKE-DEVELOPED INDEX OF LESS THAN 450. SPRAY FOAMS SHALL NOT BE INSTALLED AT THICKNESSES GREATER THAN 4" UNLESS TESTED FOR ACTUAL END-USE CONFIGURATIONS AND SPECIFIED BY AN ICC EVALUATION REPORT OR SIMILAR. ALL SPRAY FOAM SHALL BE SEPARATED FROM THE INTERIOR OF THE STRUCTURE BY MIN. 1/2" GYPSUM WALLBOARD OR MIN. 23/32" WOOD STRUCTURAL PANEL. SPRAY FOAM IN ATTIC INSTALLATIONS SHALL HAVE AN APPROVED IGNITION BARRIER APPLIED UNLESS THE ICC ESR OR SIMILAR REPORT SPECIFIES OTHERWISE. SPRAY FOAM IN CRAWL SPACE INSTALLATIONS SHALL HAVE AN APPROVED IGNITION BARRIER APPLIED UNLESS THE ICC ESR OR SIMILAR REPORT SPECIFIES OTHERWISE. FC00 SLAB-ON-GRADE FC01 TYPICAL CEILING ASSEMBLY ASSEMBLY TYPES HARDWOOD FLOORING CONC. SLAB PER STRUCT 10 MIL VAPOR BARRIER SUBBASE PER STRUCT HARDWOOD FLOORING CEILING FRAMING PER STURCTURAL 2235 E 6th St Austin TX, 78702 Architect of Record 2022 Project WHORTON ADDITION 4308 Duval St Austin, TX 78751 5/8" GWB Architect's Seal STANDING SEAM METAL ROOF ROOF UNDERLAYMENT 2X6 EAVE FRAMING City Approval Stamp PROVIDE 6" BOX GUTTER, ROUTE TO DRAIN R02 R01 TYPICAL ROOF ASSEMBLY R02 TYPICAL EAVE ASSEMBLY STANDING SEAM METAL ROOF ROOF UNDERLAYMENT ~7" R25 OPEN CELL SPRAY FOAM REFER TO SPRAY FOAM NOTES ATTACH PERGOLA WITH KNIFE PLATE PER STRUCTURAL C01 TYPICAL CEILING ASSEMBLY PROVIDE 2X CEDAR WITHIN STEEL CHANNEL FRAME DECKING PER STRUCTURAL CEILING FRAMING PER STURCTURAL 5/8" GWB FILL REMAINING CAVITY WILL BATT INSULATION PINE CAR SIDING SOFFIT R01 FC01 W31 TYPICAL CEILING ASSEMBLY LAP SIDING OVER FURRING 5/8" GWB ZIP SHEATHING WITH INTEGRAL WRB 2X6 FRAMING PER STRUCT 4" OPEN CELL SPRAY FOAM FILL REMAINDER OF CAVITY WITH BATTS FOR A TOTAL OF R20 FC00 5/8" GWB FINISHED FLOOR ELEVATION MIN 8" ABOVE ADJACENT GRADE PROVIDE FOUNDATION DRAIN, ROUTE TO DRAIN 1 WALL SECTION SCALE: 3/4" = 1'-0" 0 1' 2' 3' 5/8" GWB W21 TYPICAL INTERIOR 2X4 WALL W22 TYPICAL INTERIOR 2X6 WALL 2X4 FRAMING PER STRUCT BATT INSULATION 2X6 FRAMING PER STRUCT BATT INSULATION 5/8" GWB Revision Block Transmittal Set ID 01 02 Transmittal Set Name Date BUILDING PERMIT 09.02.2022 HISTORIC REVIEW UPDATE 10.24.2022 ARCHITECT: PLURAL OFFICE LLC CLIENT: LUKE WHORTON ADDRESS: 4308 DUVAL ST AUSTIN, TX 78751 PROJECT NO: 2204LWA DATE: 10/24/22 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. Assemblies and Wall Section A8.20 S R O O L F S F O O R I S G N L E C I S L L A W T X E S L L A W T N I