B.5.1 - 1104 E 10th St - Plans and photos — original pdf

Backup

SITE INFORMATION 1104 E. 10th Street, Austin, TX 78702 SITE ADDRESS: LEGAL DESCRIPTION: West 53' of Lot #10, Block 7, Division B, Geo. L. Robertson Subdivision, A subdivision is Travis County Texas, Recorded in Vol. 1, Page 4. LAND STATUS DETERMINATION: C8I-2011-0149 ZONING: NEIGHBORHOOD: Central East Austin, Subdistrict 1 LAND USE: Single-Family Residence PROPOSED LAND USE: Two-Family Residence Scope Of Work: Construction of a 1 bedroom, 1 bathroom, second floor Accessory Dwelling Unit on top of an Accessory Structure of 1 bathroom and studio. SF-3-NP SITE AREA: 7,457 s.f. NOTE: Areas are measured to the outside of finished surface per C.O.A. Requirements for Building Coverage and FAR. GFA EXISTING HOUSE: 2,115 s.f. Front Covered Porch: Back Covered Porch: Uncovered Deck: Open Stairs: Lower GFA Accessory: Upper GFA ADU: Covered Front Porch: Covered Balcony Above: A/C pads: Storage room stoop: Front Paved Walkway: Total Building Cover: Total Impervious Cover: TOTAL GFA: TOTAL ALLOWED: PROVIDED PARKING: ADU Exempt due to reduced parking requirement. No Changes to primary residence NONE 38 s.f. (calc. at 19 s.f.) 77 s.f. (calc. at 38.5 s.f.) 228 s.f. 130 s.f. 424 s.f. 419 s.f. 82 s.f. 82 s.f. 27 s.f. 9 s.f. 55 s.f. 2,979 s.f. (39.9%) 3,127.5 s.f. (41.9%) 2,958 s.f. (.397) 2,982 s.f. (.4) GENERAL NOTES 1. THESE DRAWINGS ARE BASED UPON THE 2021 INTERNATIONAL BUILDING CODE, AND THE 2021 INTERNATIONAL RESIDENTIAL CODE. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR MEETING ALL REQUIREMENTS OF THIS CODE. THE GENERAL CONTRACTOR SHALL CONTACT THE ARCHITECT IMMEDIATELY WITH ANY DISCREPANCIES BETWEEN CONSTRUCTION DOCUMENTS AND CODE REQUIREMENTS OR DRAWINGS AND MANUFACTURERS' INSTALLATION REQUIREMENTS FOR CLARIFICATION. THESE DRAWINGS MAY NOT INDICATE OR DESCRIBE ALL THE WORK REQUIRED FOR FULL COMPLETION OF THE CONTRACT DOCUMENTS. THE ARCHITECT IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES RELATED TO THE PROJECT'S CONSTRUCTION. 2. THE GENERAL CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR CONSTRUCTION SITE SAFETY. THESE DRAWINGS DO NOT INDICATE THE NECESSARY ELEMENTS FOR CONSTRUCTION SAFETY. 3. ALL VERTICAL DIMENSIONS INDICATED ON EXTERIOR ELEVATIONS, BUILDING SECTIONS, DETAILS AND INTERIOR ELEVATIONS ARE NOMINAL. ALL PLAN DIMENSIONS INDICATE EITHER FACE OF FRAMING, FACE OF MASONRY OR CENTERLINE OF ROUGH OPENING UNLESS NOTED OTHERWISE. DO NOT SCALE MEASUREMENTS FROM DRAWINGS. NOTIFY ARCHITECT WITH ANY DIMENSIONAL QUESTIONS. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCING WITH THE WORK 4. COORDINATE LOCATION, SIZE AND CONFIGURATION OF PLUMBING VENTING AT ROOF WITH PLUMBING CONTRACTOR. 5. VERIFY AND PROVIDE FOR ALL LOCATIONS REQUIRING BLOCKING FOR ITEMS ATTACHED TO WALLS AND/OR CEILING. 6. FINAL SELECTIONS OF FINISH COLORS AND MATERIALS TO BE MADE BY OWNER. 7. ALL STAIRS SHALL BE BUILT WITH A MINIMUM CLEAR TREAD LENGTH OF 10" AND A MAXIMUM RISER HEIGHT OF 7.75", (EXCEPTING SPIROL STAIRS) 8. REFER TO STRUCTURAL DRAWINGS FOR EXACT LOCATIONS, CONFIGURATIONS AND SIZES OF ANY COLUMNS, BEAMS, LINTELS, TRUSSES AND JOISTS. SITE PLAN service comes from across alley Existing power pole New overhead service to meters All structures to maintain 7.5' clearance from overhead electrical Concrete stoop: 9 s.f. " 6 - ' 5 1 5'-10" 20' Alley paved 5 4 0 ' " 1 - ' 5 9'-0" S 69° 34' 00" E 53.03' 20'-0" 12'-0" Confirm location of existing sewer tap a/c pads: 18 s.f. 24'-0" 5' rear yard setback 10" Oak 2 5 ' - 5 " PROPOSED: Second Floor Accessory Dwelling Unit with Accessory Studio on lower floor, Two-Story, Two Bedroom, Two Bath Total Gross Floor Area: 843 s.f. Average of Grade: 539.75' Finish Floor Elevation 541.3' Shaded area is second floor 24" roof overhang Hand dig trench in CRZ New underground electric to main house panel Hand dig trench for new water line, see Tree Protection Plan for more information 13'-0" 9 ' - 0 " t k c a b e s d r a y r a e r ' 5 8'-5" 16'-9" " 6 3 '- 1 33.5" Pecan " 3 - ' 6 2 " 6 - ' 6 " 6 - ' 3 2 " 3 - ' 3 3 5 4 1 ' ' 9 9 . 1 4 1 E " 8 0 ' 8 0 ° 1 1 N NOTES: 1. It is the contractors responsibility to maintain stormwater flows away from the foundation and across the site. 2. See sheet A1.2 Setback Plane Compliance Plan for further information. 3. Please see sheet A1.3 Tree Protection Plan for further information about Trees on the site. 4. This project is exempt from site visitability as the ADU is entirely on the second floor. a/c pad: 9 s.f. New water line to Accessory Building 25' Front yard setback New double water meters and new tap Existing water meter N 69° 09' 46" W 53.33' 9' 3 5 122.99 sq ft 102.74 sq ft Site Area A: 7,457 sq ft Impervious Cover Max. 3,355 s.f. Building Cover Max. 2,982 s.f. Reroute sewer from house around new building pad Covered Porch with balcony above: 82 s.f. 6' diameter spirol staircase Open Stairs: 45 s.f. Back Porch: 130 s.f. Existing House GFA A: 2,115 sq ft t k c a b e s d r a y r a e r ' 5 ' 1 4 . 2 4 1 W " 5 2 ' 2 0 ° 1 1 S Uncovered Deck: 36 s.f. EXISTING: Primary Dwelling Unit, One-Story, Four Bedroom, Two Bath Total Gross Floor Area: 2,115 s.f. Front Porch: 228 s.f. Open Stairs: 32 s.f. Stone walkway: 55 s.f. Existing 4' Concrete sidewalk VICINITY MAP Site Plan 1 1" = 10' 539.67' 1104 E. 10th Street Benchmark, "X" set on curb Elevation: 539.67' Navd 1988 Datum Scale: 1/16" = 1'-0" at 24" x 36" Scale: 1/32" = 1'-0" at 11" x 17" 1415 Justin Lane Austin, Texas, 78757 512-452-7961 1/12/22 For Permit Review Rogers ADU 1104 East 10th Street Austin, Texas 78702 SHEET INDEX Site Plan Setback Plane Compliance Plan Tree Protection Site Plan First Floor Plan Second Floor Plan Roof Plan Door and Window Schedules West and South Building Elevations East and North Building Elevations Building Sections Building Sections Building Sections Building Sections Building Sections Interior Elevations Interior Elevations Wall Sections and Details Three Dimensional Images Lower Floor Electrical Plans Second Floor Electrical Plans Structural Foundation Plan Foundation Details Second Floor Framing Roof Framing First Floor Wall Bracing Plan Second Floor Wall Bracing Plan Framing Details Coversheet A1.2 A1.3 A1.4 A1.5 A1.6 A1.7 A2.1 A2.2 A3.1 A3.2 A3.3 A3.4 A3.5 A4.1 A4.2 A5.1 A6.1 E1.1 E1.2 S100 S200 S300 S301 S302 S303 S400 High Point Adjacent Grade: 540' 20' Alley paved 4 # t n e T " 0 - ' 0 1 540.5' 540' 540.5' 5 4 0 ' " 1 - ' 5 S 69° 34' 00" E 53.03' High Point Tent #3 and #4: 540.5' PROPOSED: Second Floor Accessory Dwelling Unit with Accessory Studio on lower floor, Two-Story, Two Bedroom, Two Bath Total Gross Floor Area: 843 s.f. Average of Grade: 539.75' Finish Floor Elevation 541.3' Shaded area is second floor 5' rear yard setback 539' 9' 3 5 539' 13'-6" 539.5' Impervious Cover Max. 3,355 s.f. Building Cover Max. 2,982 s.f. Low Point Adjacent Grade: 539.5' t k c a b e s d r a y r a e r ' 5 539' ' 1 4 . 2 4 1 W " 5 2 ' 2 0 ° 1 1 S 5'-11" 540' k c a b t e s d r a y r a e r ' 5 5 4 1 ' ' 9 9 . 1 4 1 E " 8 0 ' 8 0 ° 1 1 N 541' 3 # t n e T " 0 - ' 0 4 2 # t n e T " 0 - ' 0 4 1 # t n e T " 0 - ' 0 4 " 0 - ' 2 1 High Point Tent #2: 541' 539' EXISTING: Primary Dwelling Unit, One-Story, Four Bedroom, Two Bath Total Gross Floor Area: 2,115 s.f. High Point Tent #1: 541' 25' Front yard setback 541' 541' N 69° 09' 46" W 53.33' Building Line 539.5' 539.5' Setback Compliance Site Plan 1 1" = 10' 539.67' 1104 E. 10th Street Benchmark, "X" set on curb Elevation: 539.67' Navd 1988 Datum Scale: 1" = 10'-0" at 24" x 36" Scale: 1" = 20'-0" at 11" x 17" e n a L n i t s u J 5 1 4 1 7 5 7 8 7 , s a x e T , n i t s u A 1 6 9 7 - 2 5 4 - 2 1 5 Seal: Signature: Issue: Project: 1/12/22 For Permit Review Rogers ADU 1104 E. 10th Street, Austin, Texas, 78702 © 2021 STUDIO MOMENTUM ARCHITECTS, PC. ALL RIGHTS RESERVED. ALL IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF THE ARCHITECT. THEY ARE TO BE USED FOR NO OTHER PURPOSE OR SITE OTHER THAN DESCRIBED HEREIN. THE USE OR REPRODUCTION OF THESE PLANS CONCERNING ANY OTHER CONSTRUCTION IS STRICTLY PROHIBITED WITHOUT THE EXPRESS WRITTEN CONSENT OF AUTHORIZED AGENT OF STUDIO MOMENTUM ARCHITECTS, PC. THESE DRAWINGS SHALL NOT BE USED FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION UNLESS DATED AND NOTED WITH ARCHITECT'S SEAL AND SIGNATURE. THESE DRAWINGS INDICATE THE GENERAL SCOPE OF WORK. THEY MAY NOT INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL COMPLETION OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL CONFIRM ALL INFORMATION ON SITE AND SHALL INFORM THE ARCHITECT OF ANY DISCREPANCIES. Revisions: Sheet Title: Setback Plane Compliance Plan Sheet Number: A1.2 NOTES FOR TREE AND NATURAL AREA PROTECTION 1. All trees and natural areas shown on plan to be preserved shall be protected during construction with temporary fencing. 2. Protective fences shall be erected according to City of Austin Standards for Tree Protection. 3. Protective fences shall be installed prior to the start of any site preparation work (clearing, grubbing or grading), and shall be maintained throughout all phases of the construction project. 4. Erosion and sedimentation control barriers shall be installed or maintained in a manner which does not result in soil build-up within tree drip lines. 5. Protective fences shall surround the trees or group of trees, and will be located at the outermost limit of branches (drip line) , for natural areas, protective fences shall follow the Limit of Construction line, in order to prevent the following: A. Soil compaction in the root zone area resulting from vehicular traffic or storage of equipment or materials; B. Root zone disturbances due to grade changes (greater than 6 inches cut or fill), or trenching not reviewed and authorized by the City Aborist; C. Wounds to exposed roots, trunk or limbs by mechanical equipment; D. Other activities detrimental to trees such as chemical storage, cement truck cleaning, and fires. 6. Exceptions to installing fences at tree drip lines may be permitted in the following cases: A. Where there is to be an approved grade change, impermeable paving surface, tree well, or other such site development, erect the fence approximately 2 to 4 feet beyond the area disturbed; B. Where permeable paving is to be installed within a tree's drip line, erect the fence at the outer limits of the permeable paving area (prior to site grading so that this area is graded separately prior to paving installation to minimized root damage); C. Where trees are close to proposed buildings, erect the fence to allow 6 to 10 feet of work space between the fence and the building; D. Where there are severe space constraints due to tract size, or other special requirements, contact the City Arborist at 974-1876 to discuss alternatives. Special Note: For the protection of natural areas, no exceptions to installing fences at the Limit of Construction line will be permitted. 7. Where any of the above exceptions result in a fence being closer than 4 feet to a tree trunk, protect the trunk with strapped-on planking to a height of 8 ft (or to the limits of lower branching) in addition to the reduced fencing provided. 8. Trees approved for removal shall be removed in a manner which does not impact trees to be preserved. 9. Any roots exposed by construction activity shall be pruned flush with the soil. Backfill root areas with good quality top soil as soon as possible. If exposed root areas are not backfilled within 2 days, cover them with organic material in a manner which reduces soil temperature and minimizes water loss due to evaporation. 10. Any trenching required for the installation of landscape irrigation shall be placed as far from existing tree trunks as possible. 11. No landscape topsoil dressing greater than 4 inches shall be permitted within the drip line of trees. No soil is permitted on the root flare of any tree. 12. Pruning to provide clearance for structures, vehicular traffic and equipment shall take place before damage occurs (ripping of branches, etc.). 13. All finished pruning shall be done according to recognized, approved standards of the industry (Reference the National Arborist Association Pruning Standards for Shade Trees available on request from the City Arborist). 14. Deviations from the above notes may be considered ordinance violations if there is substantial non-compliance or if a tree sustains damage as a result. 20' Alley paved Overhead service from existing power pole 5 4 0 ' S 69° 34' 00" E 53.03' Dashed line is large limb that will be preserved, Canopy impacts will be less than 5% Port-o-let Construction Dumpster Location 5' rear yard setback 10" Oak 9' 3 5 existing 10" oak to be protected Impervious Cover Max. 3,355 s.f. Building Cover Max. 2,982 s.f. e n a L n i t s u J 5 1 4 1 7 5 7 8 7 , s a x e T , n i t s u A 1 6 9 7 - 2 5 4 - 2 1 5 PROPOSED: Second Floor Accessory Dwelling Unit with Accessory Studio on lower floor, Two-Story, Two Bedroom, Two Bath Total Gross Floor Area: 843 s.f. Average of Grade: 539.75' Finish Floor Elevation 541.3' Shaded area is second floor Hand dig, or Air Spade new electrical service in CRZ Preserve all roots over 1.5" in diameter k c a b t e s d r a y r a e r ' 5 25% CRZ 33.5" Pecan 50% CRZ k c a b t e s d r a y r a e r ' 5 100% CRZ Hand dig, or Air Spade new water line in CRZ Preserve all roots over 1.5" in diameter 5' tree protection fencing and 8" of hardwood mulch to be maintained throughout construction Construction staging and paint/conc. wash out area outside of CRZ 5 4 1 ' ' 9 9 . 1 4 1 E " 8 0 ' 8 0 ° 1 1 N ' 1 4 . 2 4 1 W " 5 2 ' 2 0 ° 1 1 S Total Tree CRZ: 3,526 s.f. Total CRZ Preserved: Approx. 1,900 s.f. or 54% EXISTING: Primary Dwelling Unit, One-Story, Four Bedroom, Two Bath Total Gross Floor Area: 2,115 s.f. 25' Front yard setback N 69° 09' 46" W 53.33' Seal: Signature: Issue: Project: 1/12/22 For Permit Review Rogers ADU 1104 E. 10th Street, Austin, Texas, 78702 © 2021 STUDIO MOMENTUM ARCHITECTS, PC. ALL RIGHTS RESERVED. ALL IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF THE ARCHITECT. THEY ARE TO BE USED FOR NO OTHER PURPOSE OR SITE OTHER THAN DESCRIBED HEREIN. THE USE OR REPRODUCTION OF THESE PLANS CONCERNING ANY OTHER CONSTRUCTION IS STRICTLY PROHIBITED WITHOUT THE EXPRESS WRITTEN CONSENT OF AUTHORIZED AGENT OF STUDIO MOMENTUM ARCHITECTS, PC. THESE DRAWINGS SHALL NOT BE USED FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION UNLESS DATED AND NOTED WITH ARCHITECT'S SEAL AND SIGNATURE. THESE DRAWINGS INDICATE THE GENERAL SCOPE OF WORK. THEY MAY NOT INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL COMPLETION OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL CONFIRM ALL INFORMATION ON SITE AND SHALL INFORM THE ARCHITECT OF ANY DISCREPANCIES. Revisions: Sheet Title: Tree Protection Site Plan Sheet Number: A1.3 As-built Survey 1 1" = 30' Existing Building and Tree Survey for informational purposes only. Please refer to Allstar Land Surveying for clarification on this document 539.67' 1104 E. 10th Street Benchmark, "X" set on curb Elevation: 539.67' Navd 1988 Datum Tree Site Plan 1 1" = 10' Scale: 1/10" = 1'-0" at 24" x 36" Scale: 1/20" = 1'-0" at 11" x 17" PLAN LEGEND OR OR 1 A3.1 1 A2.1 WALL TYPE #1 - 2x4 (OR 2x6, AS NOTED) 16" ON CENTER WOOD FRAME EXTERIOR WALL WITH ONE LAYER OF 1/2" PLYWOOD SHEATHING APPLIED TO EXTERIOR SIDE OF STUDS. PROVIDE 1/2" GYPSUM BOARD TO INTERIOR SIDE. PROVIDE 1/2" CEMENTITIOUS BACKER BOARD AT INTERIOR WET AREAS/TILE FINISH. FILL CAVITY WITH R-15 EQUIVALENT MINIUM OPEN CELL SPRAY FOAM INSULATION (R-19 @ 2x6 WALLS). PROVIDE FULL-LAP 30# BUILDING FELT ON EXTERIOR SURFACE. EXTERIOR FINISH PER ELEVATIONS. WALL TYPE #2 - 2x4 (OR 2x6, AS NOTED) WOOD FRAME INTERIOR PARTITION WALL. PROVIDE 1/2" GYPSUM BOARD TO BOTH SIDES. PROVIDE 1/2" CEMENTITIOUS BACKER BOARD AT WET AREAS/TILE FINISH. SEE ROOM FINISH SCHEDULE FOR FINISHES. PROVIDE SOUND BATT INSULATION TO BATHROOM WALLS EXTERIOR / INTERIOR ELEVATION INDICATOR DETAIL INDICATOR FLOOR PLAN NOTES: 1. Provide Smoke Alarms - hard wired, interconnected, battery backup, at each sleeping room and immediate common area outside of sleeping rooms. In accordance with 2021 IRC Sec R314. Provide Carbon Monoxide Alarm - hard wired with battery backup, installed outside of each separate sleeping area in the immediate vicinity of the bedrooms In accordance with 2021 IRC sec R315. 2. Provide accessible route from entry door, max. 1/2" threshold, min. 32" clearance to 30" clear entrance door to guest bathroom. 3. Provide all controls no higher that 48". 4. Provide electrical general service outlets no lower than 15" above finish floor. 5. Provide 2x8 wood blocking at 34" above finish floor for entire guest bathroom for future grab bar install. 6. Door and window sizes are noted on the floor plan. Max. U-factor of .35 and Max. SHGC of .25 7. Exterior walls to receive R-19 and roof to receive R-38. 1 A3.1 2 A3.1 1' 4'-81/2" Roll in shower with glass splash guard 8'-1" W4 1 A2.1 30'-2" New mini split a/c pads 7'-21/2" Provide 2x8 blocking at 34" a.f.f. for future grab bars, 30" x 30" clear floor space in bathroom 9'-2" 6 A2.2 New electric meters and service ' 1 " 8 - ' 4 3 A3.1 New concrete flatwork stoop " 4 - ' 2 outdoor storage 3' 8' 2 D 2'-91/2" tempered 3'-11" ' '2 4 Show Linen W3 ' '5 4 4'-21/2" WC PDR. tile 2 A4.1 Lav. 2'-4" 8' 3 D window seat w/ stor. below egress 4 A4.1 Bed Conc. 3 A4.1 mini split " 8 - ' '2 8 D4 Line of cantilevered slab 5 A4.1 armoire armoire Full size murphy 8'-9" by 9'-1 1/4" W11 armoire 36" Refrig. 2'-8" 8' 4 D 1 A4.1 Studio Conc. armoire mini split Line of cantilevered slab Building Area A: 424 sq ft " 2 / 1 - ' 2 5 W 3' 6' Porch Area A: 82 sq ft 4 A3.1 5 A3.2 " 6 - ' 5 1 " 0 1 - ' 7 6 A3.2 ' 2 " 4 - ' 5 " 5 - ' 2 4 A2.2 4'-81/2" " 6 - ' 1 ' 8 W6 1'-10" 9'-5" New tankless water heaters 2 A2.1 10" Oak 3 A3.1 1 6 ' W 2 6 ' - 4 " 3 ' 5 ' arrow line is 32" clear pathway to bathroom 4 A3.1 5 A3.2 6 A3.2 7 A3.2 tempered 3 ' 8 ' " 4 4 '- 5 ' 6 ' W 1 " 1 / 2 0 1 3 '- Covered Porch Conc. 1/2" max. threshold 9 ' 6' diameter spiral staircase Steel column 3 ' 6 ' 3 ' W 5 2 ' - 9 " 1'-81/2" 5'-2" 1 D " 6 3 '- 1 Line of cantilevered slab 14'-4" 14'-91/2" 1'-81/2" Steel column 7 A3.2 3 A2.1 33.5" Pecan 5 A2.2 1 A3.1 2 A3.1 First Floor 1 1/4" = 1'-0" e n a L n i t s u J 5 1 4 1 7 5 7 8 7 , s a x e T , n i t s u A 1 6 9 7 - 2 5 4 - 2 1 5 Seal: Signature: Issue: Project: 1/12/22 For Permit Review Rogers ADU 1104 E. 10th Street, Austin, Texas, 78702 © 2021 STUDIO MOMENTUM ARCHITECTS, PC. ALL RIGHTS RESERVED. ALL IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF THE ARCHITECT. THEY ARE TO BE USED FOR NO OTHER PURPOSE OR SITE OTHER THAN DESCRIBED HEREIN. THE USE OR REPRODUCTION OF THESE PLANS CONCERNING ANY OTHER CONSTRUCTION IS STRICTLY PROHIBITED WITHOUT THE EXPRESS WRITTEN CONSENT OF AUTHORIZED AGENT OF STUDIO MOMENTUM ARCHITECTS, PC. THESE DRAWINGS SHALL NOT BE USED FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION UNLESS DATED AND NOTED WITH ARCHITECT'S SEAL AND SIGNATURE. THESE DRAWINGS INDICATE THE GENERAL SCOPE OF WORK. THEY MAY NOT INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL COMPLETION OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL CONFIRM ALL INFORMATION ON SITE AND SHALL INFORM THE ARCHITECT OF ANY DISCREPANCIES. Revisions: Sheet Title: Lower Floor Plan Sheet Number: A1.4 Scale: 1/4" = 1'-0" at 24" x 36" Scale: 1/8" = 1'-0" at 11" x 17" PLAN LEGEND OR OR 1 A3.1 1 A2.1 WALL TYPE #1 - 2x4 (OR 2x6, AS NOTED) 16" ON CENTER WOOD FRAME EXTERIOR WALL WITH ONE LAYER OF 1/2" PLYWOOD SHEATHING APPLIED TO EXTERIOR SIDE OF STUDS. PROVIDE 1/2" GYPSUM BOARD TO INTERIOR SIDE. PROVIDE 1/2" CEMENTITIOUS BACKER BOARD AT INTERIOR WET AREAS/TILE FINISH. FILL CAVITY WITH R-15 EQUIVALENT MINIUM OPEN CELL SPRAY FOAM INSULATION (R-19 @ 2x6 WALLS). PROVIDE FULL-LAP 30# BUILDING FELT ON EXTERIOR SURFACE. EXTERIOR FINISH PER ELEVATIONS. WALL TYPE #2 - 2x4 (OR 2x6, AS NOTED) WOOD FRAME INTERIOR PARTITION WALL. PROVIDE 1/2" GYPSUM BOARD TO BOTH SIDES. PROVIDE 1/2" CEMENTITIOUS BACKER BOARD AT WET AREAS/TILE FINISH. SEE ROOM FINISH SCHEDULE FOR FINISHES. PROVIDE SOUND BATT INSULATION TO BATHROOM WALLS EXTERIOR / INTERIOR ELEVATION INDICATOR DETAIL INDICATOR FLOOR PLAN NOTES: 1. Provide Smoke Alarms - hard wired, interconnected, battery backup, at each sleeping room and immediate common area outside of sleeping rooms. In accordance with 2021 IRC Sec R314. Provide Carbon Monoxide Alarm - hard wired with battery backup, installed outside of each separate sleeping area in the immediate vicinity of the bedrooms In accordance with 2021 IRC sec R315. 2. Provide accessible route from entry door, max. 1/2" threshold, min. 32" clearance to 30" clear entrance door to guest bathroom. 3. Provide all controls no higher that 48". 4. Provide electrical general service outlets no lower than 15" above finish floor. 5. Provide 2x8 wood blocking at 34" above finish floor for entire guest bathroom for future grab bar install. 6. Door and window sizes are noted on the floor plan. Max. U-factor of .35 and Max. SHGC of .25 7. Exterior walls to receive R-19 and roof to receive R-38. 1 A3.1 2 A3.1 8" roof overhang at lower hipped roof 1 A2.1 Plt. Hgt. 8'-7" at this low point Continuous gutter 26 gauge galvalume double lock, standing seam metal roofing, fluted panel on High Temp Ice and Water Shield for low slope Building Area A: 419 sq ft 3 A3.1 " 2 / 1 8 - ' 5 7 W Show WC Lav. 6 A2.2 Lower hipped roof on pop out, 1:12 pitch 3 A3.1 4 A3.1 5 A3.2 6 A3.2 Fire block wall at top plate to roof deck at all eaves that encroach into the 5' setback 4 A2.2 1:12 Pitch 2 A2.1 8" roof overhang at lower hipped roof Plt. Hgt. 10'-9" at this wall 7 A3.2 3 A3.1 4 A3.1 5 A3.2 6 A3.2 24" overhang at main roof 1:12 Pitch Lower hipped roof on pop out, 1:12 pitch 3 A2.1 5 A2.2 1 A3.1 2 A3.1 7 A3.2 Roof Plan 3 1/4" = 1'-0" 6 A2.2 Small hipped roof below on pop out, 26 gauge double lock standing seam metal roofing on high temp ice and water shield for low slope, 8" overhang 1 A3.1 2 A3.1 12'-91/2" Plate height is 8'-7" at this low point 1'-7" 3' 2'-7" 2'-3" W9 ' "2 6 - ' 3 3'-41/2" 1 A2.1 29'-2" 7'-21/2" W10 4'-21/2" ' "5 6 - ' 3 9'-2" " 2 / 1 0 1 - ' 2 4' 2' " 0 1 - ' 4 3' 5' WW/D Banquet Bath tile Util. tile 6 A4.1 Fold up table 6 ' - 5 " 36" Refrig. 4 A3.1 5 A3.2 " 6 - ' 5 1 " 2 / 1 9 - ' 7 6 A3.2 ' 2 8 W " 2 / 1 9 - ' 5 " 8 - ' '2 8 D4 mini split egress #DrgID #LayID armoire Bed Wood 8 A4.1 drop ceiling to 8' armoire 4 A2.2 4'-81/2" " 6 - ' 1 ' 8 W6 Dining Wood 2'-8" 8' 4 D mini split Living Wood TV 9 A4.1 2 A2.1 3 0 " R a n g e 7 A4.1 Kitchen Wood 1 6 ' W 2 5 ' - 1 0 " 3 ' - 9 " 3 ' 5 ' Sink DW tempered Stor. 3 ' 8 ' " 4 4 '- 9 ' - 5 1 / 2 " 9 ' 1'-10" 9'-5" 12'-111/2" 2 ' - 9 " 1'-81/2" 5'-2" 3 ' 6 ' 3 ' W 5 5 ' 6 ' " 1 / 2 0 1 3 '- W 1 1 D Covered Deck Wood 14'-4" 21'-71/2" 14'-51/2" 1'-81/2" 3 A2.1 7 A3.2 Second Floor Plan 2 1/4" = 1'-0" 5 A2.2 1 A3.1 2 A3.1 3 A3.1 4 A3.1 5 A3.2 6 A3.2 7 A3.2 Plate height is 10'-9" at this Wall Scale: 1/4" = 1'-0" at 24" x 36" Scale: 1/8" = 1'-0" at 11" x 17" e n a L n i t s u J 5 1 4 1 7 5 7 8 7 , s a x e T , n i t s u A 1 6 9 7 - 2 5 4 - 2 1 5 Seal: Signature: Issue: Project: 1/12/22 For Permit Review Rogers ADU 1104 E. 10th Street, Austin, Texas, 78702 © 2021 STUDIO MOMENTUM ARCHITECTS, PC. ALL RIGHTS RESERVED. ALL IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF THE ARCHITECT. THEY ARE TO BE USED FOR NO OTHER PURPOSE OR SITE OTHER THAN DESCRIBED HEREIN. THE USE OR REPRODUCTION OF THESE PLANS CONCERNING ANY OTHER CONSTRUCTION IS STRICTLY PROHIBITED WITHOUT THE EXPRESS WRITTEN CONSENT OF AUTHORIZED AGENT OF STUDIO MOMENTUM ARCHITECTS, PC. THESE DRAWINGS SHALL NOT BE USED FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION UNLESS DATED AND NOTED WITH ARCHITECT'S SEAL AND SIGNATURE. THESE DRAWINGS INDICATE THE GENERAL SCOPE OF WORK. THEY MAY NOT INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL COMPLETION OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL CONFIRM ALL INFORMATION ON SITE AND SHALL INFORM THE ARCHITECT OF ANY DISCREPANCIES. Revisions: Sheet Title: Second Floor and Roof Plan Sheet Number: A1.5 QTY LOCATION SIZE ORIENT WALL MATERIAL LOCKSET GLAZING NOTES QTY LOCATION SIZE OPPER. WALL GLAZING NOTES DOOR SCHEDULE ID D1 D2 D3 D4 2 1 1 4 Entry 3'-0" x 8'-0" Storage 3'-0" x 8'-0" 2 - RH Inswing 1 - RH Outswing Pdr. 2'-4" x 8'-0" Pocket Bedrooms and bath 2'-8" x 8'-0" Pocket 2x4 2x4 2x4 2x4 Insulated metal security door Lever passage w/ Dead bolt Solid core stain grade circular finger pull w/ privacy Solid core stain grade circular finger pull w/ privacy Insulated Metal Lever passage w/ Dead bolt Yes, per Owner To be mulled w/ sidelite window and provided with an exterior screen door Must provide 30" clearance in open position at guest for visitability Low E glass, w/ SHGC of .25 or smaller, AND U-factor of .35 or smaller WINDOW SCHEDULE MATERIAL Per Owner Marvin Builder line Double Pane, Insulated, Cardinal 366, or approved eq. TEMPERED ADJ to Door ID W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 2 2 1 1 3 2 1 1 1 1 Living and Studio kitchen and studio 5'-0" x 6'-0" Two single hungs mulled 3'-0" x 5'-0" Single Hung Studio 5'-0" x 4'-0" Two single hungs mulled PDR. 2'-0" x 4'-0" Single Hung Bedroom Living 3'-0" x 6'-0" Single Hung Bedrooms 6'-0" x 1'-6" Two panel Fixed Bath 4'-0" x 2'-0" Slider Bedroom 3'-0" x 5'-0" Single Hung Bathroom 2'-0" x 3'-6" Single Hung Dining 5'-0" x 3'-6" Two Single hungs mulled 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 MUST MEET EGRESS in Bedroom MUST MEET EGRESS in Bedroom e n a L n i t s u J 5 1 4 1 7 5 7 8 7 , s a x e T , n i t s u A 1 6 9 7 - 2 5 4 - 2 1 5 Seal: Signature: Issue: Project: 1/12/22 For Permit Review Rogers ADU 1104 E. 10th Street, Austin, Texas, 78702 © 2021 STUDIO MOMENTUM ARCHITECTS, PC. ALL RIGHTS RESERVED. ALL IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF THE ARCHITECT. THEY ARE TO BE USED FOR NO OTHER PURPOSE OR SITE OTHER THAN DESCRIBED HEREIN. THE USE OR REPRODUCTION OF THESE PLANS CONCERNING ANY OTHER CONSTRUCTION IS STRICTLY PROHIBITED WITHOUT THE EXPRESS WRITTEN CONSENT OF AUTHORIZED AGENT OF STUDIO MOMENTUM ARCHITECTS, PC. THESE DRAWINGS SHALL NOT BE USED FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION UNLESS DATED AND NOTED WITH ARCHITECT'S SEAL AND SIGNATURE. THESE DRAWINGS INDICATE THE GENERAL SCOPE OF WORK. THEY MAY NOT INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL COMPLETION OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL CONFIRM ALL INFORMATION ON SITE AND SHALL INFORM THE ARCHITECT OF ANY DISCREPANCIES. Revisions: Sheet Title: Door and Window Schedule Sheet Number: A1.7 Tents #3 & #4 Plate clears tent by 5" 2' roof overhang projection allowed per subchpt. F sect. 2.6, E.1 " 5 Tree limb clears Roof eave at closest point by 24" 26 gauge, double lock standing seam metal roofing on High temp Ice and Water Shield for low slope roofing 12 slope 1 Tents #3 & #4 High Point of Roofline 1x4 hardi fascia 45° ' 5 1 Smooth Hardi panel w/ board and batten 12" on center 5'-101/2" O O " 1 - ' 7 " 1 - ' 1 Note: Header at floor level O O " 2 / 1 4 - ' 9 " 1 - ' 9 1x12 hardi fascia Hardi soffit O O Temp. X X O O Temp. X X Steel pipe column 45° 45° 8" exposure smooth Hardi Plank Siding t h g e H i . g d B l " 2 / 1 2 - ' 4 2 t i i m L . t g H . g d B l ' 0 3 t i i m L . t g H . g d B l ' 0 3 t h g e H i . g d B l " 2 / 1 2 - ' 4 2 Pre-manufactured 6' diameter spiral stair kit. 6" diameter center steel post. Max. 9.5" riser. Tread depth minimum of 6.75" at 24" from centerpoint. 36" tall guard railing w/ max. 4" opening Minimum 6'-6" head clearance ' 5 1 ' 5 1 High Point Tents #3 & #4 540.5' 13'-6" High Point Tents #3 & #4 540.5' High Point Tents #3 & #4 540.5' minimum 4" air gap at cantilevered 12" slab mortar wash slab wall Average of Grade: 539.75' South (Front Subchapter F) Elevation 3 1/4" = 1'-0" 26 gauge, double lock standing seam metal roofing on High temp Ice and Water Shield for low slope roofing 12 slope 1 Tents #3 & #4 Plate clears tent by 1'-8" " 2 / 1 8 - ' 1 2' roof overhang projection allowed per subchpt. F sect. 2.6, E.1 Tents #3 & #4 High Point of Roofline Pre-manufactured 6' diameter spiral stair kit. 6" diameter center steel post. Max. 9.5" riser. Tread depth minimum of 6.75" at 24" from centerpoint. 36" tall guard railing w/ max. 4" opening Minimum 6'-6" head clearance 1x12 hardi fascia O X O X ' 9 O X " 1 - ' 8 O X " 7 - ' 7 " 7 - ' 7 ' 3 8" exposure smooth Hardi Plank Siding " 1 - ' 8 " 1 - ' 1 " 1 - ' 9 Continous gutters and downspout 45° Overhead electrical service 1x4 hardi fascia Smooth Hardi panel w/ board and batten 12" on center ' 5 1 5'-11" New meters and disconnect O X " 1 - ' 8 tankless w/h O O X X O X " 1 - ' 8 mortar wash slab wall Finish Floor: 541.3' Average of Grade: 539.75' " 7 - ' 1 High Point Tents #3 & #4 540.5' North (Alley) Elevation 1 1/4" = 1'-0" e n a L n i t s u J 5 1 4 1 7 5 7 8 7 , s a x e T , n i t s u A 1 6 9 7 - 2 5 4 - 2 1 5 1/12/22 For Permit Review Rogers ADU 1104 E. 10th Street, Austin, Texas, 78702 40'-1/2" Tent #3 10'-1" Tent #4 26 gauge, double lock standing seam metal roofing on High temp Ice and Water Shield for low slope roofing 12 slope 1 Roof overhang in Rear Yard Tent allowed per LDC Subchpt. F sect. 2.6,E.1 Existing House Pre-manufactured 6' diameter spiral stair kit. 6" diameter center steel post. Max. 9.5" riser. Tread depth minimum of 6.75" at 24" from centerpoint. 36" tall guard railing w/ max. 4" opening Minimum 6'-6" head clearance t i m L i . t g H . g d B l ' 0 3 . t g H . g d B l " 2 / 1 2 - ' 4 2 ' 3 36" tall guardrail, max. 4" opening " 1 - ' 8 / " 2 1 4 - ' 0 1 " 1 - ' 1 " 1 - ' 9 " 1 - ' 8 O X O X " 1 1 1x12 Hardi fascia 8" exposure smooth Hardi plank siding 45° ' 9 " 1 - ' 8 clears Rear Tent by 11" at this corner clears Rear Tent by 1" at this corner tankless w/h 1 5 ' East (Right) Elevation 2 1/4" = 1'-0" Finish Floor: 541.3' 5'-1" High Point Tent #4 540.5' mortar wash slab wall Average of Grade: 539.75' East, North and South Elevations Scale: 1/4" = 1'-0" at 24" x 36" Scale: 1/8" = 1'-0" at 11" x 17" A2.1 1x4 Hardi Fascia Smooth Hardi Panel w/ Z flashing at horizontal joints and 1x2 battens 12" on center minimum 4" air space below 12" cantilevered slab on piers 1x12 Hardi Fascia Smooth Hardi soffit pre-manufactured 6' diameter spiral stair kit. 6" diameter center steel post. Max. 9.5" riser. Tread depth minimum of 6.75" at 24" from centerpoint. ' 5 1 45° t i i m L . t g H . g d B l ' 0 3 . t g H . g d B l " 2 / 1 2 - ' 4 2 High Point Tents #3 & #4 540.5' 13'-6" Tents #3 & #4 Plate clears tent by 1'-2" 2' roof overhang projection allowed per subchpt. F sect. 2.6, E.1 Tents #3 & #4 High Point of Roofline 1x12 hardi fascia 26 gauge, double lock standing seam metal roofing on High temp Ice and Water Shield for low slope roofing 12 slope 1 continuous gutter O X O X 8" exposure smooth Hardi Plank Siding O X " 7 - ' 7 O X O X two tankless w/h O X " 1 - ' 8 Finish Floor: 541.3' " 2 / 1 2 - ' 1 " 7 - ' 8 " 1 - ' 1 " 8 - ' 0 1 O X O X Average of Grade: 539.75' North (Subchapter F) Elevation 6 1/4" = 1'-0" 45° Overhead electrical service 1x4 hardi fascia Smooth Hardi panel w/ board and batten 12" on center ' 5 1 New meters and disconnect 5'-101/2" High Point Tents #3 & #4 540.5' Front and Stair Elevation 5 1/4" = 1'-0" 10'-1" Tent #4 40'-1/2" Tent #3 26 gauge, double lock standing seam metal roofing on High temp Ice and Water Shield for low slope roofing 12 slope 1 Roof overhang in Rear Yard Tent allowed per LDC Subchpt. F sect. 2.6,E.1 " 1 1 clears Rear Tent by 11" at this corner X O 45° " 1 - ' 8 8" exposure smooth Hardi plank siding 1x4 Hardi Fascia ' 5 1 O X Egress O X Egress " 1 - ' 7 " 1 - ' 1 " 1 - ' 9 O X " 1 - ' 8 / " 2 1 3 - ' 0 1 " 1 - ' 1 O X " 1 - ' 9 " 1 - ' 8 1x12 Hardi fascia 36" tall guardrail, max. 4" opening Pre-manufactured 6' diameter spiral stair kit. 6" diameter center steel post. Max. 9.5" riser. Tread depth minimum of 6.75" at 24" from centerpoint. 36" tall guard railing w/ max. 4" opening Minimum 6'-6" head clearance Existing House t i m L i . t g H . g d B l ' 0 3 t i h g e H . g d B l " 2 / 1 2 - ' 4 2 High Point Tent #4 540.5' 5'-1" Finish Floor: 541.3' mortar wash slab wall Average of Grade: 539.75' 6" diameter steel pipe column Minimum clearance of cantilevered slab above grade is 4" West (Left) Elevation 4 1/4" = 1'-0" e n a L n i t s u J 5 1 4 1 7 5 7 8 7 , s a x e T , n i t s u A 1 6 9 7 - 2 5 4 - 2 1 5 Seal: Signature: Issue: Project: 1/12/22 For Permit Review Rogers ADU 1104 E. 10th Street, Austin, Texas, 78702 © 2021 STUDIO MOMENTUM ARCHITECTS, PC. ALL RIGHTS RESERVED. ALL IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF THE ARCHITECT. THEY ARE TO BE USED FOR NO OTHER PURPOSE OR SITE OTHER THAN DESCRIBED HEREIN. THE USE OR REPRODUCTION OF THESE PLANS CONCERNING ANY OTHER CONSTRUCTION IS STRICTLY PROHIBITED WITHOUT THE EXPRESS WRITTEN CONSENT OF AUTHORIZED AGENT OF STUDIO MOMENTUM ARCHITECTS, PC. THESE DRAWINGS SHALL NOT BE USED FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION UNLESS DATED AND NOTED WITH ARCHITECT'S SEAL AND SIGNATURE. THESE DRAWINGS INDICATE THE GENERAL SCOPE OF WORK. THEY MAY NOT INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL COMPLETION OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL CONFIRM ALL INFORMATION ON SITE AND SHALL INFORM THE ARCHITECT OF ANY DISCREPANCIES. Revisions: Sheet Title: Front, West and North Elevations Sheet Number: A2.2 Scale: 1/4" = 1'-0" at 24" x 36" Scale: 1/8" = 1'-0" at 11" x 17" Kitchen Covered Balcony " 2 / 1 8 - ' 8 Studio Covered Porch " 2 / 1 4 - ' 0 1 " 1 - ' 1 " 1 - ' 9 Mini split Living Mini split Studio " 2 / 1 4 - ' 0 1 " 1 - ' 1 " 1 - ' 9 Kitchen 1/4" = 1'-0" 1 Living 1/4" = 1'-0" 2 Bath / " 2 1 3 - ' 8 " 1 - ' 1 " 1 - ' 9 Stor. Pdr. Dining " 6 - ' 2 Studio Living Studio ' 8 Bed " 2 / 1 6 - ' 8 " 1 - ' 1 " 1 - ' 9 Bed w/ murphy ' 8 Bathrooms 3 1/4" = 1'-0" Bedrooms 4 1/4" = 1'-0" e n a L n i t s u J 5 1 4 1 7 5 7 8 7 , s a x e T , n i t s u A 1 6 9 7 - 2 5 4 - 2 1 5 Seal: Signature: Issue: Project: 1/12/22 For Permit Review Rogers ADU 1104 E. 10th Street, Austin, Texas, 78702 © 2021 STUDIO MOMENTUM ARCHITECTS, PC. ALL RIGHTS RESERVED. ALL IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF THE ARCHITECT. THEY ARE TO BE USED FOR NO OTHER PURPOSE OR SITE OTHER THAN DESCRIBED HEREIN. THE USE OR REPRODUCTION OF THESE PLANS CONCERNING ANY OTHER CONSTRUCTION IS STRICTLY PROHIBITED WITHOUT THE EXPRESS WRITTEN CONSENT OF AUTHORIZED AGENT OF STUDIO MOMENTUM ARCHITECTS, PC. THESE DRAWINGS SHALL NOT BE USED FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION UNLESS DATED AND NOTED WITH ARCHITECT'S SEAL AND SIGNATURE. THESE DRAWINGS INDICATE THE GENERAL SCOPE OF WORK. THEY MAY NOT INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL COMPLETION OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL CONFIRM ALL INFORMATION ON SITE AND SHALL INFORM THE ARCHITECT OF ANY DISCREPANCIES. Revisions: Sheet Title: Building Sections Sheet Number: A3.1 Scale: 1/4" = 1'-0" at 24" x 36" Scale: 1/8" = 1'-0" at 11" x 17" Living Studio ' 8 Bed Bed w/ murphy ' 8 " 8 - ' 8 " 1 - ' 1 " 1 - ' 9 Mini-split Bedroom Mini-split Mini-split Mini-split Bedroom " 1 1 - ' 8 " 1 - ' 1 " 1 - ' 9 Living Studio Murphy 1/4" = 1'-0" 5 Bedrooms 6 1/4" = 1'-0" Balcony O X O X O X Temp. O X Temp. ' 3 Porch 36" tall guardrail w/ max. 4" opening Header at floor level min. 4" open space below cantilevered 12" slab to grade Porch and Balcony 7 1/4" = 1'-0" e n a L n i t s u J 5 1 4 1 7 5 7 8 7 , s a x e T , n i t s u A 1 6 9 7 - 2 5 4 - 2 1 5 Seal: Signature: Issue: Project: 1/12/22 For Permit Review Rogers ADU 1104 E. 10th Street, Austin, Texas, 78702 © 2021 STUDIO MOMENTUM ARCHITECTS, PC. ALL RIGHTS RESERVED. ALL IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF THE ARCHITECT. THEY ARE TO BE USED FOR NO OTHER PURPOSE OR SITE OTHER THAN DESCRIBED HEREIN. THE USE OR REPRODUCTION OF THESE PLANS CONCERNING ANY OTHER CONSTRUCTION IS STRICTLY PROHIBITED WITHOUT THE EXPRESS WRITTEN CONSENT OF AUTHORIZED AGENT OF STUDIO MOMENTUM ARCHITECTS, PC. THESE DRAWINGS SHALL NOT BE USED FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION UNLESS DATED AND NOTED WITH ARCHITECT'S SEAL AND SIGNATURE. THESE DRAWINGS INDICATE THE GENERAL SCOPE OF WORK. THEY MAY NOT INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL COMPLETION OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL CONFIRM ALL INFORMATION ON SITE AND SHALL INFORM THE ARCHITECT OF ANY DISCREPANCIES. Revisions: Sheet Title: Building Sections Sheet Number: A3.2 Scale: 1/4" = 1'-0" at 24" x 36" Scale: 1/8" = 1'-0" at 11" x 17" From Rear Yard 1:200 Street View 1:200 South of Buildings 1:200 From Entry to Studio 1:200 From Dining Room 1:200 Kitchen to Living #2 1:200 West 1:200 M. Bedroom 1:200 North View 1:200 e n a L n i t s u J 5 1 4 1 7 5 7 8 7 , s a x e T , n i t s u A 1 6 9 7 - 2 5 4 - 2 1 5 Seal: Signature: Issue: Project: 1/12/22 For Permit Review Rogers ADU 1104 E. 10th Street, Austin, Texas, 78702 © 2021 STUDIO MOMENTUM ARCHITECTS, PC. ALL RIGHTS RESERVED. ALL IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF THE ARCHITECT. THEY ARE TO BE USED FOR NO OTHER PURPOSE OR SITE OTHER THAN DESCRIBED HEREIN. THE USE OR REPRODUCTION OF THESE PLANS CONCERNING ANY OTHER CONSTRUCTION IS STRICTLY PROHIBITED WITHOUT THE EXPRESS WRITTEN CONSENT OF AUTHORIZED AGENT OF STUDIO MOMENTUM ARCHITECTS, PC. THESE DRAWINGS SHALL NOT BE USED FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION UNLESS DATED AND NOTED WITH ARCHITECT'S SEAL AND SIGNATURE. THESE DRAWINGS INDICATE THE GENERAL SCOPE OF WORK. THEY MAY NOT INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL COMPLETION OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL CONFIRM ALL INFORMATION ON SITE AND SHALL INFORM THE ARCHITECT OF ANY DISCREPANCIES. Revisions: Sheet Title: 3-d views Sheet Number: A6.1