ITEM04 C15-2025-0006 ADV PACKET MAR10

Board of Adjustment – March 10, 2025

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BOA GENERAL REVIEW COVERSHEET CASE: C15-2025-0006 BOA DATE: March 10th, 2025 ADDRESS: 3706 Meadowbank Dr OWNER: David & Stephanie Goodman AGENT: SITEATX, LLC -Jennifer Hanlen COUNCIL DISTRICT: 10 ZONING: SF-3-NP (WANG) LEGAL DESCRIPTION: LOT 7 BLK D BROWN HERMAN ADDN NO 2 SEC 4 VARIANCE REQUEST: increase the F.A.R from 40% to 41.3% SUMMARY: complete a remodel addition to include a garage ISSUES: we had two Preliminary Plan Reviews (PPR) prior to Nov 2, 2023 Home Amendments taking place. ZONING LAND USES SF-3-NP Site North LA South East West SF-3-NP SF-3-NP SF-3-NP Single-Family Lake Austin Single-Family Single-Family Single-Family NEIGHBORHOOD ORGANIZATIONS: Austin Independent School District Austin Neighborhoods Council Central West Austin Neighborhood Plan Contact Team Friends of Austin Neighborhoods Preservation Austin Save Barton Creek Association Save Our Springs Alliance TNR BCP – Travis County Natural Resources ITEM04/1� 0ev'ei0Tvment SERVICESeEPARTMENT � Building a Better and Safer Austin Together Board of Adjustment General/Parking Application outside Austin) I Phone: 311 (or 512-974-2000 Variance � For submitta l and fee information, see r t td· ·t Id I t WARNING: Filing of this appeal stops all affected construction activity. This application saved, click here to Save the form to your computer, PDF that can be completed is a fillable electronically. To ensure your information is then open your copy and continue. The Tab key may key activates lists and check boxes, and hit Enter to make a selection. be used to navigate links, emails, and buttons. to each field; Shift+ Tab moves to the previous field. The Enter Use the Up & Down Arrow keys to scroll through drop-down The applicat complete Section ion must be complete and accurate 6 as needed. All information prior to submittal. is required (if applicable ). If more space is required, please For Office Use Only Case # (15-2025-0006ROW# 13466442 T ax# 0121060517 -----"'-"=..:.-=.;=,:;..:.:. --- __ .::.=....;:...=.;:;-=--:.=- -- Section 1: Applicant State111ent Street Address: 3706 MEADOWBANK DR AUSTIN TEXAS 78703 Subdivision Legal Description : LOT 7 BLK D BROWN HERMAN ADDN NO 2 SEC 4 Lot(s): ___ 7 _____________ BROWN HERMAN ADDITION Division: Block(s): -=D __________ NO 2 SECTION 4 _ ....;::S;.:..F_-3;:;... -..:...;N:.:..P _________________ (WANG) _,,,C'"""o'°"'u=n=c=il,,_,D=is=t=r=-ic=t:,_,1..,0� Outlet: Zoning District: I/We JENNIFER HANLEN, SITE ATX, LLC on behalf of myself/ourselves as authorized agent for DAVID & STEPHANIE Month I February I, Day 11 I, Year 12025 GOODMAN I, hereby apply for a hearing before the affirm that on Board of Adjustment 0 Erect OAttach O Complete O Remodel O Maintain O Other: for consideration appropriate option below): to (select Type of Structure : __.S'"'"'IN...,.G=LE==-'-F_,_A"""M"'""IL=-Y_,_ ___________________ _ City of Austin I Board of Adjustment Variance General/Parking Application 2/9/22 I Page 4 of 8 ITEM04/2ITEM04/3ITEM04/4ITEM04/5February 15, 2025 City of Austin Board of Adjustments 6310 Wilhelmina Delco Dr Austin, Texas 78752 To Whom It May Concern: 3706 MEADOWBANK VARIANCE REQUEST #2 The design of a new single family home (all new construction) at 3706 Meadowbank started in November of 2022. One year into the project, November of 2023, the City of Austin (COA) voted to remove minimum parking requirements (C20-2023-010). As a result, the 200sf attached garage exemption in Subchapter F was removed. Subsequently, making the proposed home 200sf over the allowable 40% FAR. The exemption, however, was still shown on COA new construction applications well into 2024, causing confusion on its implementation. As of today, the exemptions are still listed on page 3 of the City of Austin New Construction application still causing major confusion with owners and designers. These new code regulations as if applies to the removal of parking requirements need to be further explained in detail on these applications. HARDSHIP As a result of the code change, the owners were left with noncompliant plans one year into development. The owners had paid a year of design, engineering and consultants fees. It is extreme to have to redesign and lose any more time on a home that would have been approved at any time in the last 20 years in the McMansion area. In no way could the design team foresee such a signiﬁcant change in code so far into the design of the project. Once the removal of the exemption was conﬁrmed by city staff in summer of 2024, the design team has been looking at ways to resolve this issue and the project has been stalled. COA REVIEW HISTORY Five months into design and development of the project, two Preliminary Plan Reviews (PPR) were held with COA residential review in April and May of 2023, this review costs $550. Building designers Matt Garcia and Nicole Marshall were on the call. COA staff, Alyssa Mayﬁeld was on COA review. The plans were reviewed for compliance regarding basement exemption, max building height interpretations, and general plan compliance. These plans were developed in compliance with the garage exemption in place. Historically, a PPR starts the permitting process and if available, reviewed ITEM04/6by the same review staff upon submittal. The owners and design team request that the 200sf attached garage exemption be honored. These plans and hardship were shared and discussed with the West Austin Neighborhood Group (WANG) at a monthly session on December 10, 2024. Two members of the board, Holly Reed and Blake Tollett, are also in support of this variance request. In addition, and to note history of this project, a previous variance (C15-2024-0009) for a front facing garage was approved March of 2024. We formally request the board to approve an increase of 1.3% of FAR from the standard 40% to an increase of 41.3% in order to have the current plans approved once we submit for formal review. Please feel free to reach out to me directly if you have any questions. Thank you for your time, Land Development Consultant Site ATX, LLC PO Box 161501 Austin, Texas 78716 ITEM04/7BGE, Inc. 101 West Louis Henna Blvd, Suite 400, Austin, TX 78728 Tel: 512-879-0400 ● www.bgeinc.com TBPELS Licensed Surveying Firm No. 10106502 Copyright 2023 ITEM04/8MATT GARCIA DESIGN 1010-B W LYNN STREET AUSTIN, T E X A S 78703 TELEPHONE 210.861.0978 www.mattgarciadesign.com PROJECT MEADOWBANK RESIDENCE 3706 MEADDOWBANK DRIVE AUSTIN, TEXAS 78703 CLIENT DAVID AND STEPHANIE GOODMAN GENERAL CONTRACTOR TRIPATHI BUILDER CONTACT: DIVIT TRIPATHI EMAIL: divit@tripathibuilder.com PHONE: 512-689-1444 PROJECT DESIGNER MATT GARCIA DESIGN CONTACT: MATT GARCIA EMAIL: mattgarciadesign@gmail.com PHONE: 210-861-0978 INTERIOR DESIGNER LEIGH CHIU DESIGNS CONTACT: LEIGH CHIU PHONE: 512-454-9400 STRUCTURAL ENGINEER DUFFY ENGINEERING CONTACT: KERRY CRANE EMAIL: kerry@duffyengineering.com PHONE: 512-402-0074 GEOTECHNICAL ENGINEER HOLT ENGINEERING CONTACT: NOAH McILHON EMAIL: noah@holteng.com PHONE: 512-447-8166 ARBORIST HERITAGE TREE CARE CONTACT: VINCENT DEBROCK EMAIL: vincent@txheritagetreecare.com PHONE: 512-921-8452 LANDSCAPE ARCHITECT THOMPSON + HANSON CONTACT: LANCE THOMPSON EMAIL: lance@thompsonhanson.com PHONE: 512-327-7424 MECHANICAL CONSULTANTS CES CONTACT: VISH HARIHARAPUTRAN EMAIL: vish@ceseng.com PHONE: 210-686-1614 The drawings and written material herein constitue original work of the designer, and as an intellectual property and instruments of service, are subject to copyright and may not be reproduced, distributed, published or used in any way without the written express consent of the designer. ISSUE FOR PERMIT - 02 05 2025 REVISIONS 1 XXXXX COVER FEBRUARY 05 2025 TITLE DATE SHEET 5 2 0 2 5 0 Y R A U R B E F T I M R E P R O F SHEET/REVISION INDEX KEY NEW SHEET REVISED SHEET NO CHANGE SHEET REMOVED DESIGN 1.1 - SITE PLAN 1.1B - TREE PROTECTION PLAN 1.1C - VISITABILITY PLAN 1.2 - SUB BASEMENT FLOOR PLAN 1.3 - BASEMENT FLOOR PLAN 1.4 - MAIN FLOOR PLAN 1.5 - SECOND FLOOR PLAN 1.6 - ROOF PLAN 2.1 - ELEVATION 2.2 - ELEVATION 2.3 - ELEVATION 2.4 - ELEVATION 2.5 - BASEMENT EXEMPTION EXHIBIT 2.6 - BASEMENT EXEMPTION EXHIBIT ITEM04/9EXISTING BOAT DOCK EDGE OF WATER 3033 LAKE AUSTIN LAKE FRONT PROPERY LINE 30' FROM AND PARALLEL TO STAKED LINE VOL. 19, PG. 36 P.R.T.C. EDGE OF WATER APPROXIMATE 100-YR FLOODPLAIN PER FEMA FIRM MAP NO. 48453C0445K 3031 3030 10' REAR SETBACK S 39°19'30'' E 42.91' 4 9 5 3029 EDGE OF WATER APPROXIMATE LOCATION OF 10' SANITARY SEWER EASEMENT VOL. 19, PG. 36 P.R.T.C. 495 500 5 0 5 510 520 POOL 333 SF 3015 515 POOL COPING 100 SF LOWER LEVEL POOL DECK TOS @ 518'-0" 335 SF MAIN LEVEL BALCONY 5 2 5 6 2 5 5 2 7 5 2 8 9'-0" K C A B T E E S D I 5' S 3008 ' 1 3 1. 5 2'' E 1 '2 0 2 ° 1 N 3 MAIN ENTRY 9'-0" 527 COVERED PATIO 529 529 500 505 5 10 515 520 525 AC PAD 16 SF AC PAD 16 SF 1 3 5 EGRESS WELL BELOW 67 SF 8' 8.4 2 8'' W 1 6'4 5 ° 8 S 3 K C A B T E E S 5' SID NEW 2 STORY RESIDENCE WITH BASEMENTS MAIN LEVEL - TOS @ 530'-0" BUILDING COVERAGE - 4,370 SF 3022 5 3 0 3021 3003 3002 5 2 8 C1 ELEC. M.H. 527 ENTRY WALKWAY 350 SF 3706 MEADOWBANK LOT 7 BLOCK "D" 0.296 ACRE 12909 SQ FT 25' FRONT SETBACK GARAGE FRONT FACING GARAGE ALLOWED PER BOA VARIANCE #C15-2024-0009 0 3 5 C E L E 5 2 9 0 3 5 1 3 5 DRIVEWAY 510 SF N 50°53'33'' W 62.21' EXISTING CONCRETE APRON + CURB CUT TO REMAIN 5 3 0 W.V. W.M. TBM - 531.15 MEADOWBANK DRIVE 1 SITE PLAN 1/8" = 1'-0" T.B.M. FOR THIS SURVEY S CHISLED TRIANGLE ON THE TOP BACK OF CURB LOCATED +/-9.25 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SUBJECT TRACT, AS SHOWN HEREON. ELEVATION - 531.15 PROJECT DATA 3706 MEADOWBANK DRIVE AUSTIN, TX 78703 JURISDICTION: AUSTIN FULL PURPOSE ZONING: SF-3-NP COUNTY: TRAVIS MAP GRID: MG26 LEGAL DESCRIPTION LOT 7 BLK D BROWN HERMAN ADDN NO 2 SEC 4 BENCHMARK AREA CALCULATIONS LOT BUILDING COVERAGE SUB BASEMENT (NOT INCL'D IN CALC.) BASEMENT (NOT INCL'D IN CALC.) FIRST FLOOR SECOND FLOOR (NOT INCL'D IN CALC.) POOL EQUIPMENT ROOM (NOT INCL'D IN CALC.) GARAGE COVERED STONE DECK COVERED FRONT PORCH OVERHANGS / BLDG ABOVE EGRESS WELL TOTAL BUILDING COVERAGE BUILDING COVERAGE % ALLOWED (SF-3 ZONING) IMPERVIOUS COVERAGE BUILDING COVERAGE DRIVEWAY UNCOVERED STONE DECK @ POOL LEVEL A/C UNIT PADS ENTRY STEPS / WALKWAY LANDSCAPE WALLS EGRESS WELL POOL COPING POOL (NOT INCL'D IN CALC.) TOTAL IMPERVIOUS AREA IMPERVIOUS COVERAGE % ALLOWED (SF-3 ZONING) FAR (FLOOR-TO-AREA RATIO) CALCULATIONS SUB BASEMENT (NO INCL'D IN CALC) - EXEMPT) BASEMENT (NOT INCL'D IN CALC - EXEMPT) FIRST FLOOR SECOND FLOOR GARAGE (-200 SF EXEMPTION) COVERED FRONT PORCH (NOT INCL'D IN CALC - EXEMPT) TOTAL FAR FAR % ALLOWED (SF-3 ZONING) FRONT YARD IMPERVIOUS CALCULATIONS TOTAL FRONT YARD AREA DRIVEWAY IMPERVIOUS IN FRONT YARD SIDEWALK IMPERVIOUS IN FRONT YARD FRONT YARD IMPERVIOUS COVERAGE TOTAL IMPERVIOUS COVERAGE % ALLOWED (XXX) SITE GENERAL NOTES 12,925 SF 1,085 SF 3,050 SF 2,605 SF 2,200 SF 210 SF 545 SF 492 SF 460 SF 198 SF 70 SF 4,370 SF 33.8% 40% (5,170 SF) 4,370 SF 510 SF 335 SF 32 SF 350 SF 13 SF 67 SF 100 SF 333 SF 5,777 SF 44.7 % 45% (5,815 SF) 1,085 SF 3,050 SF 2,605 SF 2,200 SF 345 SF 460 SF 5,150 SF 39.9 % 40% (5,170 SF) 2,135 SF 454 SF 137 SF 591 SF 27.7% 40% (854 SF) 1. NO UNDERGROUND UTILITY TRENCHES PERMITTED IN THE 1/2 CRITICAL ROOT ZONE OR WITHIN 12' OF THE TRUNK, WHICHEVER DISTANCE IS GREATER. 2. TREE PROTECTION FENCING TO BE INSTALLED AT THE 1/2 CRZ OF TREES WITHIN THE AREAS OF CONSTRUCTION, STORAGE OR TRANSPORT IMPACT. 3. CONTRACTOR TO SET UP ON-SITE PRE-CONSTRUCTION MEETING WITH ARBORIST AND MATT GARCIA DESIGN TO REVIEW TREE PROTECTION. 4. NO PIERS WITHIN 5' OF TREE TRUNKS. 5. NO ACCESS, PARKING OR MATERIAL STORAGE WITHIN LIMITS OF TREE PROTECTION FENCE. 6. ALL ROOT CUTS TO BE CLEAN (NO FRAYED EDGES). 7. FERTILIZE TREE ROOTS AND PROVIDE IRRIGATION DURING CONSTRUCTION ON A REGULAR BASIS. 8. APPLY MULCH AT CRITICAL ROOT ZONES OF ALL TREES. 9. MINIMIZE DISTURBANCE OF EXISTING GRADE AND LANDSCAPE WHEREVER POSSIBLE, WHILE PROVIDING POSITIVE DRAINAGE AWAY FROM THE HOUSE. 10. AFTER CONSTRUCTION, AIRSPADE ALL TREES WHERE CONSTRUCTION ACTIVITIES HAVE COMPACTED SOIL WITHIN THE CRITICAL ROOT ZONE. 11. COORDINATE AREAS FOR MATERIAL STORAGE AND DELIVERY WITH MGD AND PREPARE SUCH AREAS SO THAT THEY CAN BE EFFECTIVELY USED FOR DELIVERIES. 12. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING AND REGULARY INSPECTING THE SILT FENCE DURING CONSTRUCTION/DEMOLITION INCLUDING THE REMOVAL AND PROPER DISPOSAL OF ANY ACCUMULATED SILT AND DEBRIS. 13. CONTRACTOR WILL NOT BEGIN WORK UNTIL THE SILT FENCE AND TREE PROTECTION HAVE BEEN INSTALLED. 14. NOTIFY "ONE-CALL" OR APPROPRIATE AUTHORITY TO LOCATE EXISTING UTILITY LINES AND PROTECT ALL UTILITIES FROM EXCAVATION OR SIMILAR HAZARDS. 15. PROTECT STRUCTURES, SIDEWALKS, PAVEMENTS AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT AND OTHER HAZARDS CREATED BY EARTHWORK OPERATIONS. 16. LIMITS OF CONSTRUCTION - THIS SITE IS NOT SUBJECT TO LIMITS OF CONSTRUCTION. ALL AREAS OF THE SITE CAN BE UTILIZED FOR CONSTRUCTION ACTIVITY EXCEPT AREAS REQUIRED FOR TREE PROTECTION. TREE PLAN NOTES MAIN SITE ACCESS ROUTE TEMPORARY TREE PROTECTION FENCING (CHAIN LINK, 5' TALL) HALF CRZ OF PROTECTED TREES 8" MULCH LAYER 1. PRIOR TO TO DEVELOPMENT, CONTRACTOR TO PROVIDE A ROOT ZONE MULCH LAYER AND MAINTAIN TREE PROTECTION FENCING (CHAIN LINK, FIVE FOOT TALL) FOR ALL PROTECTED TREES ON THE SITE FOR THE DURATION OF THE PROJECT. SEE DIAGRAM IMAGE BELOW. 2. A 8" LAYER OF MULCH WITHIN THE ENTIRE AVAILABLE ROOT ZONE AREA IS REQUIRED FOR TREES WHICH HAVE ANY DISTURBANCE INDICATED WITHIN ANY PORTION OF THE CRITICAL ROOT ZONE. SEE DIAGRAM BELOW. 3. THERE SHALL BE NO UTILITY ROUTES OR METERS WITHIN THE 1/2 CRZ OF PROTECTED TREES ON THE SITE. 4. THERE SHALL BE NO ACCESS ROUTES, MATERIAL STAGING, CONCRETE WASHOUTS, DUMPSTERS, SCAFFOLDING, OR PORTABLE TOILETS WITHIN THE CRZ OF PROTECTED TREES ON THE SITE. 5. 2x4 PLANKS, 6' TALL MIN, TO BE STRAPPED SECURELY AROUND ALL PROTECTED TREE TRUNKS AND ROOT FLARES WHEN PROTECTIVE FENCING DOES NOT INCORPORATE THE ENTIRE 1/2 CRZ FOR ANY REASON AT ANY TIME IN THE PROJECT. SEE DIAGRAM BELOW. 6. THERE SHALL BE NO PRUNING OF PROTECTED TREES WITHOUT THE ASSESMENT BY A PRIVATE CERTIFIED ARBORIST. PAID RECEIPTS FOR ANY NEEDED WORK ON PROTECTED SIZE TREES WILL BE REQUIRED BY THE FINAL TREE INSPECTOR. 7. AT LEAST 50% OF THE TOTAL AREA OF THE OF THE CRITICAL ROOT ZONE OF PROTECTED TREES MUST BE PRESERVED AT NATURAL GRADE WITH NATURAL GROUND COVER PER ECM SECTION 3.5.2. TREE LIST 3002 3003 3005 3006 3007 3008 3009 3014 3015 37" LIVE OAK 11" LIVE OAK 15" LIVE OAK (TO BE REMOVED) 17" LIVE OAK (TO BE REMOVED) 15" LIVE OAK (TO BE REMOVED) 17" LIVE OAK 12" LIVE OAK (TO BE REMOVED) 12" LIVE OAK (TO BE REMOVED) 12" CEDAR ELM (TO BE REMOVED) 3018 3019 3020 3021 3022 3029 3030 3031 3033 12" CEDAR ELM (TO BE REMOVED) 8" LIVE OAK (TO BE REMOVED) 9" LIVE OAK (TO BE REMOVED) 25" LIVE OAK 14" CEDAR ELM 22" PALM 8" RED OAK 14" RED OAK 20" CYPRESS ABBREVIATIONS TPF - TREE PROTECTION FENCE PSRW - PLATE STEEL RETAINING WALL TOW - TOP OF WALL N MATT GARCIA DESIGN 1010-B W LYNN STREET AUSTIN, T E X A S 78703 TELEPHONE 210.861.0978 www.mattgarciadesign.com PROJECT MEADOWBANK RESIDENCE 3706 MEADDOWBANK DRIVE AUSTIN, TEXAS 78703 CLIENT DAVID AND STEPHANIE GOODMAN GENERAL CONTRACTOR TRIPATHI BUILDER CONTACT: DIVIT TRIPATHI EMAIL: divit@tripathibuilder.com PHONE: 512-689-1444 PROJECT DESIGNER MATT GARCIA DESIGN CONTACT: MATT GARCIA EMAIL: mattgarciadesign@gmail.com PHONE: 210-861-0978 INTERIOR DESIGNER LEIGH CHIU DESIGNS CONTACT: LEIGH CHIU PHONE: 512-454-9400 STRUCTURAL ENGINEER DUFFY ENGINEERING CONTACT: KERRY CRANE EMAIL: kerry@duffyengineering.com PHONE: 512-402-0074 GEOTECHNICAL ENGINEER HOLT ENGINEERING CONTACT: NOAH McILHON EMAIL: noah@holteng.com PHONE: 512-447-8166 ARBORIST HERITAGE TREE CARE CONTACT: VINCENT DEBROCK EMAIL: vincent@txheritagetreecare.com PHONE: 512-921-8452 LANDSCAPE ARCHITECT THOMPSON + HANSON CONTACT: LANCE THOMPSON EMAIL: lance@thompsonhanson.com PHONE: 512-327-7424 MECHANICAL CONSULTANTS CES CONTACT: VISH HARIHARAPUTRAN EMAIL: vish@ceseng.com PHONE: 210-686-1614 The drawings and written material herein constitue original work of the designer, and as an intellectual property and instruments of service, are subject to copyright and may not be reproduced, distributed, published or used in any way without the written express consent of the designer. ISSUE FOR PERMIT - 02 05 2025 REVISIONS 1 XXXXX TITLE DATE SHEET SITE PLAN FEBRUARY 05 2025 1.1 ITEM04/101 1 / 8 ' - 2 6 C " R Z " 3 9'- Z R 4 C / 1 37' FULL CRZ NO IMPACT 3,595 SF PUBLIC STREET AND CURB 276 SF 495 500 5 0 5 510 FULL CRZ AREA - 4,300 SF ALLOWED IMPACT < 50% < 2,150 SF PROPOSED IMPACT - 705 SF (16.4%) NO IMPACT TO TREE 3033 EXISTING BOAT DOCK EDGE OF WATER 3033 LAKE AUSTIN LAKE FRONT PROPERY LINE 30' FROM AND PARALLEL TO STAKED LINE VOL. 19, PG. 36 P.R.T.C. EDGE OF WATER APPROXIMATE 100-YR FLOODPLAIN PER FEMA FIRM MAP NO. 48453C0445K 3031 3030 10' REAR SETBACK S 39°19'30'' E 42.91' 4 9 5 3029 11'-0" NO IMPACT TO TREE 3029 EDGE OF WATER APPROXIMATE LOCATION OF 10' SANITARY SEWER EASEMENT VOL. 19, PG. 36 P.R.T.C. TREE IMPACT DIAGRAMS 1. AT LEAST 50% OF THE TOTAL AREA OF THE OF THE CRITICAL ROOT ZONE OF PROTECTED TREES MUST BE PRESERVED AT NATURAL GRADE WITH NATURAL GROUND COVER PER ECM SECTION 3.5.2. 2. THE FULL HALF CRZ OF A PROTECTED TREE MUST BE PROTECTED, WITH THE EXCEPTION THAT CUT OR FILL OF 4" OR LESS IS ALLOWED IN THE HALF CRZ PER ECM SECTION 3.5.2. 3. NO CUT OR FILL IS ALLOWED IN THE QUARTER CRZ OF ANY PROTECT TREE. TREE 3002 - 37" LIVE OAK HOUSE FOOTPRINT 33 SF CONCRETE SIDEWALK 396 SF TREE 3021 - 25" LIVE OAK HOUSE FOOTPRINT 101 SF AC PADS 32 SF EGRESS WELL FOOTPRINT 1.5 SF " 3 6'- Z R 4 C / 1 1 2 ' - 6 " 1 / 2 C R Z 25' FULL CRZ NO IMPACT 1,829 SF FULL CRZ AREA - 1,963 SF ALLOWED IMPACT < 50% < 981.5 SF PROPOSED IMPACT - 134.5 SF (6.8%) NEW 2 STORY RESIDENCE WITH BASEMENTS MAIN LEVEL - TOS @ 530'-0" BUILDING COVERAGE - 4,370 SF 3022 5 3 0 3021 12'-6" 2x4 PLANKS AROUND TREE TRUNKS 520 POOL 333 SF 3015 515 POOL COPING 100 SF LOWER LEVEL POOL DECK TOS @ 518'-0" 335 SF MAIN LEVEL BALCONY 5 2 5 6 2 5 5 2 7 5 2 8 529 529 9'-0" K C A B T E E S D I 5' S 3008 ' 1 3 1. 5 2'' E 1 '2 0 2 ° 1 N 3 MAIN ENTRY 9'-0" 527 COVERED PATIO MULCH TPF T P F ENTRY WALKWAY 350 SF 3003 3002 18'-6" 2x4 PLANKS AROUND TREE TRUNKS 500 505 5 10 515 520 525 8' 8.4 2 8'' W 1 6'4 5 ° 8 S 3 K C A B T E E S 5' SID R E T A W E LIN R E T A W E LIN AC PAD 16 SF AC PAD 16 SF 1 3 5 MULCH EGRESS WELL BELOW 67 SF T P F F P T 5 2 9 F P T 3706 MEADOWBANK LOT 7 BLOCK "D" 0.296 ACRE 12909 SQ FT 25' FRONT SETBACK GARAGE FRONT FACING GARAGE ALLOWED PER BOA VARIANCE #C15-2024-0009 0 3 5 C E L E MULCH 0 3 5 CONCRETE WASHOUT PAINT WASH0UT SPOILS S S E C C E A T I S UNDERGROUND ELEC LINE N 50°53'33'' W 62.21' 1 3 5 DRIVEWAY 510 SF DUMP TRAILER D N U O R G R E D N U E C LIN E L E UNDERGROUND ELEC LINE R E T A W E LIN W.V. EXISTING CONCRETE APRON + CURB CUT TO REMAIN PORT TOILET 5 3 0 W.M. TBM - 531.15 MEADOWBANK DRIVE 5 2 8 C1 ELEC. M.H. THERE SHALL BE NO UTILITY ROUTES OR METERS WITHIN THE 1/2 CRZ OF PROTECTED TREES ON THE SITE. 527 MULCH 1 SITE PLAN 1/8" = 1'-0" T.B.M. FOR THIS SURVEY S CHISLED TRIANGLE ON THE TOP BACK OF CURB LOCATED +/-9.25 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SUBJECT TRACT, AS SHOWN HEREON. ELEVATION - 531.15 PROJECT DATA 3706 MEADOWBANK DRIVE AUSTIN, TX 78703 JURISDICTION: AUSTIN FULL PURPOSE ZONING: SF-3-NP COUNTY: TRAVIS MAP GRID: MG26 LEGAL DESCRIPTION LOT 7 BLK D BROWN HERMAN ADDN NO 2 SEC 4 BENCHMARK AREA CALCULATIONS LOT BUILDING COVERAGE SUB BASEMENT (NOT INCL'D IN CALC.) BASEMENT (NOT INCL'D IN CALC.) FIRST FLOOR SECOND FLOOR (NOT INCL'D IN CALC.) POOL EQUIPMENT ROOM (NOT INCL'D IN CALC.) GARAGE COVERED STONE DECK COVERED FRONT PORCH OVERHANGS / BLDG ABOVE EGRESS WELL TOTAL BUILDING COVERAGE BUILDING COVERAGE % ALLOWED (SF-3 ZONING) IMPERVIOUS COVERAGE BUILDING COVERAGE DRIVEWAY UNCOVERED STONE DECK @ POOL LEVEL A/C UNIT PADS ENTRY STEPS / WALKWAY LANDSCAPE WALLS EGRESS WELL POOL COPING POOL (NOT INCL'D IN CALC.) TOTAL IMPERVIOUS AREA IMPERVIOUS COVERAGE % ALLOWED (SF-3 ZONING) FAR (FLOOR-TO-AREA RATIO) CALCULATIONS SUB BASEMENT (NO INCL'D IN CALC) - EXEMPT) BASEMENT (NOT INCL'D IN CALC - EXEMPT) FIRST FLOOR SECOND FLOOR GARAGE (-200 SF EXEMPTION) COVERED FRONT PORCH (NOT INCL'D IN CALC - EXEMPT) TOTAL FAR FAR % ALLOWED (SF-3 ZONING) FRONT YARD IMPERVIOUS CALCULATIONS TOTAL FRONT YARD AREA DRIVEWAY IMPERVIOUS IN FRONT YARD SIDEWALK IMPERVIOUS IN FRONT YARD FRONT YARD IMPERVIOUS COVERAGE TOTAL IMPERVIOUS COVERAGE % ALLOWED (XXX) SITE GENERAL NOTES 12,925 SF 1,085 SF 3,050 SF 2,605 SF 2,200 SF 210 SF 545 SF 492 SF 460 SF 198 SF 70 SF 4,370 SF 33.8% 40% (5,170 SF) 4,370 SF 510 SF 335 SF 32 SF 350 SF 13 SF 67 SF 100 SF 333 SF 5,777 SF 44.7 % 45% (5,815 SF) 1,085 SF 3,050 SF 2,605 SF 2,200 SF 345 SF 460 SF 5,150 SF 39.8 % 40% (5,170 SF) 2,135 SF 454 SF 137 SF 591 SF 27.7% 40% (854 SF) 1. NO UNDERGROUND UTILITY TRENCHES PERMITTED IN THE 1/2 CRITICAL ROOT ZONE OR WITHIN 12' OF THE TRUNK, WHICHEVER DISTANCE IS GREATER. 2. TREE PROTECTION FENCING TO BE INSTALLED AT THE 1/2 CRZ OF TREES WITHIN THE AREAS OF CONSTRUCTION, STORAGE OR TRANSPORT IMPACT. 3. CONTRACTOR TO SET UP ON-SITE PRE-CONSTRUCTION MEETING WITH ARBORIST AND MATT GARCIA DESIGN TO REVIEW TREE PROTECTION. 4. NO PIERS WITHIN 5' OF TREE TRUNKS. 5. NO ACCESS, PARKING OR MATERIAL STORAGE WITHIN LIMITS OF TREE PROTECTION FENCE. 6. ALL ROOT CUTS TO BE CLEAN (NO FRAYED EDGES). 7. FERTILIZE TREE ROOTS AND PROVIDE IRRIGATION DURING CONSTRUCTION ON A REGULAR BASIS. 8. APPLY MULCH AT CRITICAL ROOT ZONES OF ALL TREES. 9. MINIMIZE DISTURBANCE OF EXISTING GRADE AND LANDSCAPE WHEREVER POSSIBLE, WHILE PROVIDING POSITIVE DRAINAGE AWAY FROM THE HOUSE. 10. AFTER CONSTRUCTION, AIRSPADE ALL TREES WHERE CONSTRUCTION ACTIVITIES HAVE COMPACTED SOIL WITHIN THE CRITICAL ROOT ZONE. 11. COORDINATE AREAS FOR MATERIAL STORAGE AND DELIVERY WITH MGD AND PREPARE SUCH AREAS SO THAT THEY CAN BE EFFECTIVELY USED FOR DELIVERIES. 12. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING AND REGULARY INSPECTING THE SILT FENCE DURING CONSTRUCTION/DEMOLITION INCLUDING THE REMOVAL AND PROPER DISPOSAL OF ANY ACCUMULATED SILT AND DEBRIS. 13. CONTRACTOR WILL NOT BEGIN WORK UNTIL THE SILT FENCE AND TREE PROTECTION HAVE BEEN INSTALLED. 14. NOTIFY "ONE-CALL" OR APPROPRIATE AUTHORITY TO LOCATE EXISTING UTILITY LINES AND PROTECT ALL UTILITIES FROM EXCAVATION OR SIMILAR HAZARDS. 15. PROTECT STRUCTURES, SIDEWALKS, PAVEMENTS AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT AND OTHER HAZARDS CREATED BY EARTHWORK OPERATIONS. 16. LIMITS OF CONSTRUCTION - THIS SITE IS NOT SUBJECT TO LIMITS OF CONSTRUCTION. ALL AREAS OF THE SITE CAN BE UTILIZED FOR CONSTRUCTION ACTIVITY EXCEPT AREAS REQUIRED FOR TREE PROTECTION. TREE PLAN NOTES MAIN SITE ACCESS ROUTE TEMPORARY TREE PROTECTION FENCING (CHAIN LINK, 5' TALL) HALF CRZ OF PROTECTED TREES 8" MULCH LAYER 1. PRIOR TO TO DEVELOPMENT, CONTRACTOR TO PROVIDE A ROOT ZONE MULCH LAYER AND MAINTAIN TREE PROTECTION FENCING (CHAIN LINK, FIVE FOOT TALL) FOR ALL PROTECTED TREES ON THE SITE FOR THE DURATION OF THE PROJECT. SEE DIAGRAM IMAGE BELOW. 2. A 8" LAYER OF MULCH WITHIN THE ENTIRE AVAILABLE ROOT ZONE AREA IS REQUIRED FOR TREES WHICH HAVE ANY DISTURBANCE INDICATED WITHIN ANY PORTION OF THE CRITICAL ROOT ZONE. SEE DIAGRAM BELOW. 3. THERE SHALL BE NO UTILITY ROUTES OR METERS WITHIN THE 1/2 CRZ OF PROTECTED TREES ON THE SITE. 4. THERE SHALL BE NO ACCESS ROUTES, MATERIAL STAGING, CONCRETE WASHOUTS, DUMPSTERS, SCAFFOLDING, OR PORTABLE TOILETS WITHIN THE CRZ OF PROTECTED TREES ON THE SITE. 5. 2x4 PLANKS, 6' TALL MIN, TO BE STRAPPED SECURELY AROUND ALL PROTECTED TREE TRUNKS AND ROOT FLARES WHEN PROTECTIVE FENCING DOES NOT INCORPORATE THE ENTIRE 1/2 CRZ FOR ANY REASON AT ANY TIME IN THE PROJECT. SEE DIAGRAM BELOW. 6. THERE SHALL BE NO PRUNING OF PROTECTED TREES WITHOUT THE ASSESMENT BY A PRIVATE CERTIFIED ARBORIST. PAID RECEIPTS FOR ANY NEEDED WORK ON PROTECTED SIZE TREES WILL BE REQUIRED BY THE FINAL TREE INSPECTOR. 7. AT LEAST 50% OF THE TOTAL AREA OF THE OF THE CRITICAL ROOT ZONE OF PROTECTED TREES MUST BE PRESERVED AT NATURAL GRADE WITH NATURAL GROUND COVER PER ECM SECTION 3.5.2. TREE LIST 3002 3003 3005 3006 3007 3008 3009 3014 3015 37" LIVE OAK 11" LIVE OAK 15" LIVE OAK (TO BE REMOVED) 17" LIVE OAK (TO BE REMOVED) 15" LIVE OAK (TO BE REMOVED) 17" LIVE OAK 12" LIVE OAK (TO BE REMOVED) 12" LIVE OAK (TO BE REMOVED) 12" CEDAR ELM (TO BE REMOVED) 3018 3019 3020 3021 3022 3029 3030 3031 3033 12" CEDAR ELM (TO BE REMOVED) 8" LIVE OAK (TO BE REMOVED) 9" LIVE OAK (TO BE REMOVED) 25" LIVE OAK 14" CEDAR ELM 22" PALM 8" RED OAK 14" RED OAK 20" CYPRESS ABBREVIATIONS TPF - TREE PROTECTION FENCE PSRW - PLATE STEEL RETAINING WALL TOW - TOP OF WALL N MATT GARCIA DESIGN 1010-B W LYNN STREET AUSTIN, T E X A S 78703 TELEPHONE 210.861.0978 www.mattgarciadesign.com PROJECT MEADOWBANK RESIDENCE 3706 MEADDOWBANK DRIVE AUSTIN, TEXAS 78703 CLIENT DAVID AND STEPHANIE GOODMAN GENERAL CONTRACTOR TRIPATHI BUILDER CONTACT: DIVIT TRIPATHI EMAIL: divit@tripathibuilder.com PHONE: 512-689-1444 PROJECT DESIGNER MATT GARCIA DESIGN CONTACT: MATT GARCIA EMAIL: mattgarciadesign@gmail.com PHONE: 210-861-0978 INTERIOR DESIGNER LEIGH CHIU DESIGNS CONTACT: LEIGH CHIU PHONE: 512-454-9400 STRUCTURAL ENGINEER DUFFY ENGINEERING CONTACT: KERRY CRANE EMAIL: kerry@duffyengineering.com PHONE: 512-402-0074 GEOTECHNICAL ENGINEER HOLT ENGINEERING CONTACT: NOAH McILHON EMAIL: noah@holteng.com PHONE: 512-447-8166 ARBORIST HERITAGE TREE CARE CONTACT: VINCENT DEBROCK EMAIL: vincent@txheritagetreecare.com PHONE: 512-921-8452 LANDSCAPE ARCHITECT THOMPSON + HANSON CONTACT: LANCE THOMPSON EMAIL: lance@thompsonhanson.com PHONE: 512-327-7424 MECHANICAL CONSULTANTS CES CONTACT: VISH HARIHARAPUTRAN EMAIL: vish@ceseng.com PHONE: 210-686-1614 The drawings and written material herein constitue original work of the designer, and as an intellectual property and instruments of service, are subject to copyright and may not be reproduced, distributed, published or used in any way without the written express consent of the designer. ISSUE FOR PERMIT - 02 05 2025 REVISIONS 1 XXXXX TITLE TREE PROTECTION PLAN DATE FEBRUARY 05 2025 SHEET 1.1B ITEM04/11DECK 213 DINING 204 (STONE) DEN 203 (STONE) POWDER 202 (STONE) 30X30 CLEAR 2'-8" 2'-8" 30X30 CLEAR 1'-6" 1'-6" 3'-0" ENTRY 201 (STONE) 530'-0" " 2 / 1 DECK 213 LIVING 206 (STONE) 4'-0" 4'-0" 32" CLEAR VISITABLE ROUTE " 8 3'- " 8 3'- KITCHEN 205 (STONE) PORCH (STONE) " 0 5'- 32" CLEAR VISITABLE ROUTE 32" CLEAR VISITABLE ROUTE " 0 5'- " 2 / 1 BAR 207 (WOOD) BACK KITCHEN 208 (STONE) 4'-0" E T U O E R L B A T I S I R V A E L " C 2 3 530'-0" 3'-0" " 2 / 1 " 1 3'- 1/2" STAIRS (WOOD) PANTRY 209 UTILITY 211 (STONE) GARAGE 212 VISITABLE ENTRANCE - DOOR 3'-0" x 8'-0" - VISITABLE NO STEP ENTRY W/ MAX 1/2" BEVELED THRESHOLD EXTERIOR VISITABLE ROUTE - POINT OF ORIGIN - @ GARAGE PARKING, ELEV. 529'-8" (SEE SHEET 1.1) - VISITABLE ENTRANCE - @ GARAGE ENTRY DOOR, ELEV. 530' - VISITABLE ROUTE - WALK FROM GARAGE ENTRY TO DOOR. 21'-6" WALKWAY LENGTH, SLOPE 1:64.5 1 MAIN FLOOR VISITABILITY PLAN 1/4" = 1'-0" MATT GARCIA DESIGN 1010-B W LYNN STREET AUSTIN, T E X A S 78703 TELEPHONE 210.861.0978 www.mattgarciadesign.com EXTERIOR ROUTE POINT OF ORIGIN: GARAGE ENTRY ELEV - 529'-8" VISITABLE ENTRANCE: DOOR FROM GARAGE TO HOUSE LANDING ELEV - 530'-0" VISITABLE ROUTE: WALK ON DECK FROM MOTOR COURT TO FRONT DOOR 21'-6" LENGTH SLOPE 1:64.5 / 1.5% VISTIABLE ENTRANCE 1. MINIUM CLEAR WIDTH OF 32". 2. BEVELED THRESHOLD 1/2" MAX. INTERIOR COMPLIANCE BATHROOM ROUTE: GARAGE ENTRY DOOR, PWDR BATH 202, KITCHEN, DINING, LIVING AND CONNECTING HALLWAYS. 1. MINIMUM CLEAR WIDTH OF 32". 2. THRESHOLDS AND TRANSITIONS SHALL BE RAMPED OR BEVELED. VISITABLE BATHROOM - PWDR BATH 202 1. MINIMUM CLEAR OPENING OF 30" AT DOOR. 2. LATERAL 2x6 WOOD BLOCKING SHALL BE INSTALLED FLUSH WITH STUD EDGES OF BATHROOM WALLS. CENTERLINE OF BLOCKING AT 34" A.F.F. EXCEPT FOR PORTION OF THE WALL LOCATED DIRECTLY BEHIND LAVATORY. ELECTRICAL 1. LIGHT SWITCHES AND ENVIRONMENTAL CONTROLS NO HIGHER THAN 48" ABOVE THE INTERIOR FLOOR LEVEL. 2. OUTLETS AND RECEPTICALS MINIMUM 15" ABOVE INTERIOR FOOR LEVEL EXCEPT FOR FLOOR OUTLETS. PROJECT MEADOWBANK RESIDENCE 3706 MEADDOWBANK DRIVE AUSTIN, TEXAS 78703 CLIENT DAVID AND STEPHANIE GOODMAN GENERAL CONTRACTOR TRIPATHI BUILDER CONTACT: DIVIT TRIPATHI EMAIL: divit@tripathibuilder.com PHONE: 512-689-1444 PROJECT DESIGNER MATT GARCIA DESIGN CONTACT: MATT GARCIA EMAIL: mattgarciadesign@gmail.com PHONE: 210-861-0978 INTERIOR DESIGNER LEIGH CHIU DESIGNS CONTACT: LEIGH CHIU PHONE: 512-454-9400 STRUCTURAL ENGINEER DUFFY ENGINEERING CONTACT: KERRY CRANE EMAIL: kerry@duffyengineering.com PHONE: 512-402-0074 GEOTECHNICAL ENGINEER HOLT ENGINEERING CONTACT: NOAH McILHON EMAIL: noah@holteng.com PHONE: 512-447-8166 ARBORIST HERITAGE TREE CARE CONTACT: VINCENT DEBROCK EMAIL: vincent@txheritagetreecare.com PHONE: 512-921-8452 LANDSCAPE ARCHITECT THOMPSON + HANSON CONTACT: LANCE THOMPSON EMAIL: lance@thompsonhanson.com PHONE: 512-327-7424 MECHANICAL CONSULTANTS CES CONTACT: VISH HARIHARAPUTRAN EMAIL: vish@ceseng.com PHONE: 210-686-1614 The drawings and written material herein constitue original work of the designer, and as an intellectual property and instruments of service, are subject to copyright and may not be reproduced, distributed, published or used in any way without the written express consent of the designer. ISSUE FOR PERMIT - 02 05 2025 REVISIONS 1 XXXXX TITLE DATE SHEET MAIN FLOOR PLAN FEBRUARY 05 2025 1.1C ITEM04/1211" 50'-11" 12'-6 1/2" 11" 65'-3 1/2" DASH LINE POOL ABOVE 1/2.2 " 2 / 1 1 1 5'- 6 " 2 / 6 1 4'- 4 " 2 2'- 1 " 3 9'- DRAIN POOL EQUIP 006 (CONCRETE) 10'-0" CLG (182 SF < 200 SF) " 2 / 8 1 7'- C L 48 " 2 / 4 1 9'- " 1 5'- 2 " 2 / 5 1 LOUNGE 005 (STONE) 10'-0" CLG D1 47 EGRESS 28'-5 1/2" 23'-4 1/2" 13'-5 1/2" 11" 11" 11" 4'-4 3/4" 12'-9" SD CO SD 5'-3 3/4" 15 ICE 24 BEV 4'-5 1/2" 3'-9 3/4" 5 1/2" 3'-9 3/4" 11" EXTERIOR LANDING (STONE) 10'-0" CLG LANDING 001 (STONE) 10'-0" CLG UP " 2 / 5 1 7'- 1 " 2 / 1 1 1 1'- 1 " 7 5'- 1 " 2 / 8 1 9'- " 2 / 1 1 1 7'- " 0 4'- HALL 002 10'-0" CLG " 0 1 4'- 45 STOR 003 (CONCRETE) 10'-0" CLG (104 SF < 200 SF) DASH LINE BUILDING ABOVE " 0 1'- 1 DRAIN MECH 004 (CONCRETE) 10'-0" CLG (197 SF < 200 SF) C L 46 28'-5 1/2" 22'-5 1/2" 14'-4 1/2" 65'-3 1/2" " 3 1'- 1 " 2 / 8 1 4'- 5 E V O B G A N I D L UI E B N H LI S A D DASH LINE BUILDING ABOVE 1/2.1 1 SUB BASEMENT FLOOR PLAN 1/4" = 1'-0" 1/2.4 1/2.3 FLOOR PLAN GENERAL NOTES 1. ALL CONFLICTS/DISCREPANCIES TO BE BROUGHT TO THE ATTENTION OF THE DESIGNER PRIOR TO PERFORMANCE OF WORK. 2. DO NOT SCALE DRAWINGS UNDER ANY CIRCUMSTANCES. NOTIFY DESIGNER IF DISCREPANCY EXISTS OR MORE INFORMATION IS NEEDED. 3. ALL WOOD FRAMING DIMENSIONS ARE TAKEN FROM FACE OF FRAMING, UNLESS NOTED OTHERWISE. 4. ALL STEEL FRAMING DIMENSIONS ARE TAKEN FROM CENTER OR COLUMN OR BEAM, UNLESS NOTED OTHERWISE. 5. CONTRACTOR TO CONFIRM SPECS AND DIMENSIONS OF ALL EQUIPMENT PRIOR TO INSTALLATION. NOTIFY DESIGNER IF DISCREPANCY EXISTS. 6. ALL EXTERIOR AND INTERIOR WALLS ARE 2 x 6, UNLESS NOTED OTHERWISE. 7. ALL SUBCONTRACTORS TO REVIEW ALL SHEETS, INCLUDING SHEETS NOT OBVIOUS TO THEIR SPECIFIC TRADE. NOTIFY DESIGNER IF ANY QUESTIONS ARISE. 8. FLOOR AND ROOF TRUSS DIMENSIONS TO BE VERIFIED ON SITE AND BE SIZED TO ACTUAL FOUNDATION DIMENSIONS. DO NOT DETERMINE DIMENSIONS BASED ON THE PLANS ALONE. 9. REFERENCE WALL SECTIONS FOR ALL VERTICAL DIMENSIONS. 10. COORDINATE FLOOR AND WALL FRAMING WITH MECHANICAL, ELECTRICAL AND PLUMBING. 11. INSTALL SOUNDPROOFING FIBERGLASS BATT INSULATION AT WALLS IN THICKNESS TO MATCH FRAMING SIZE AT ALL BEDROOMS AND BATHROOMS. WALL TYPE ABBREVIATIONS 2 x 6 STUD WALL CL - CENTERLINE DS - DOWNSPOUT FD - FLOOR DRAIN HB - HOSE BIB TWH - TANKLESS WATER HEATER SG - SAFETY GLAZING REQUIRED T - THERMOSTAT SP - SHADE POCKET FS - FLOOR SUPPLY RA - RETURN AIR TOS - TOP OF SLAB CODE COMPLIANCE NOTES 1. ALL EGRESS WINDOWS AND DOORS TO COMPLY WITH 2021 IRC R310, R311, AND R312. 2. ALL SMOKE DETECTORS TO BE LOCATED AND WIRED IN COMPLIANCE WITH 2021 IRC R314. 3. APPROVED CO ALARM SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH 2021 IRC R315. 4. GENERAL CONTRACTOR SHALL VERIFY FOR SMOKE DETECTORS TO BE LOCATED AT LEAST 36" AWAY FROM HORIZONTAL PATH OF MECHANICAL AIR FLOW, PER NFPA 72 CHAPTER 1. 5. ALL BATHROOMS TO HAVE EXHAUST SYSTEMS PER 2021 IRC R303.3. 6. PWDR TO HAVE WALL BLOCKING FOR GRAB BARS PER CITY CODE SEC. 25-12-243 R320.2. 7. ALL GLAZING IN DOORS AND WINDOWS TO COMPLY WITH THE COMPLETE SECTION OF 2021 IRC R308. 8. PLUMBING FIXTURE CLEARANCES TO COMPLY WITH 2021 IRC R307.1 AND 2015 UPC. 9. LANDINGS AT EXTERIOR DOORS TO COMPLY WITH 2021 IRC R311.3. 10. ALL STAIRS, HANDRAILS, AND GUARDRAILS TO COMPLY WITH 2021 IRC R311.7, R311.8, AND R312.1. 11. ALL EMERGENCY AND RESCUE OPENINGS TO COMPLY WITH 2021 IRC R310. FIRE NOTES 1. A FULL RESIDENTIAL SPRINKLER SYSTEM DESIGNED, INSTALLED AND TESTED IN ACCORDANCE WITH THE 2019 NFPA 13D OR THE 2021 IRC P2904 STANDARDS WILL BE INSTALLED IN THIS PROPERTY. THE PLANS FOR THE SPRINKLER SYSTEM MUST BE DESIGNED AND INSTALLED BY A TEXAS LICENSED SPRINKLER CONTRACTOR FOR NFPA 13D SYSTEMS OR A TEXAS LICENSED PLUMBER WITH THE MULTIPURPOSE RESIDENTIAL FIRE PROTECTION SPRINKLER SPECIALIST (MRFPSS) ENDORSEMENT. THE SPRINKLER PLANS MUST BE SUBMITTED, REVIEWED, APPROVED, TESTED AND INSPECTED BY AFD PRIOR TO COVERING THE WALLS AND CEILINGS. A FLOW TEST OF THE MOST DEMANDING AREA WILL BE REQUIRED. MATT GARCIA DESIGN 1010-B W LYNN STREET AUSTIN, T E X A S 78703 TELEPHONE 210.861.0978 www.mattgarciadesign.com PROJECT MEADOWBANK RESIDENCE 3706 MEADDOWBANK DRIVE AUSTIN, TEXAS 78703 CLIENT DAVID AND STEPHANIE GOODMAN GENERAL CONTRACTOR TRIPATHI BUILDER CONTACT: DIVIT TRIPATHI EMAIL: divit@tripathibuilder.com PHONE: 512-689-1444 PROJECT DESIGNER MATT GARCIA DESIGN CONTACT: MATT GARCIA EMAIL: mattgarciadesign@gmail.com PHONE: 210-861-0978 INTERIOR DESIGNER LEIGH CHIU DESIGNS CONTACT: LEIGH CHIU PHONE: 512-454-9400 STRUCTURAL ENGINEER DUFFY ENGINEERING CONTACT: KERRY CRANE EMAIL: kerry@duffyengineering.com PHONE: 512-402-0074 GEOTECHNICAL ENGINEER HOLT ENGINEERING CONTACT: NOAH McILHON EMAIL: noah@holteng.com PHONE: 512-447-8166 ARBORIST HERITAGE TREE CARE CONTACT: VINCENT DEBROCK EMAIL: vincent@txheritagetreecare.com PHONE: 512-921-8452 LANDSCAPE ARCHITECT THOMPSON + HANSON CONTACT: LANCE THOMPSON EMAIL: lance@thompsonhanson.com PHONE: 512-327-7424 MECHANICAL CONSULTANTS CES CONTACT: VISH HARIHARAPUTRAN EMAIL: vish@ceseng.com PHONE: 210-686-1614 The drawings and written material herein constitue original work of the designer, and as an intellectual property and instruments of service, are subject to copyright and may not be reproduced, distributed, published or used in any way without the written express consent of the designer. ISSUE FOR PERMIT - 02 05 2025 REVISIONS 1 XXXXX SUB BASEMENT FLOOR PLAN FEBRUARY 05 2025 TITLE DATE SHEET 1.2 ITEM04/1311" 11" 26'-7 1/2" 11" 22'-5 1/2" CATCH BASIN POOL " 1 1 " 6 2'- " 1 1 " 0 0'- 1 1/2.2 72'-2 1/2" 11" 4'-9" 8'-1" ROUGH OPENING 50'-11" 8'-1" ROUGH OPENING 8'-9" 8'-4" 4'-10" 5 1/2" " 0 8'- 13'-5 1/2" 13'-0" DASHED LINE OF ROOF ABOVE DASHED LINE OF ROOF ABOVE 8'-1" ROUGH OPENING POOL DECK (STONE) " 2 / 1 14 EGRESS BED 105 (CARPET) 10' CLG 16'-10 1/2" 4'-0" 5 1/2" 3 1/2" 11" ROUGH OPENING 11" 7'-9 1/2" ROUGH OPENING " 2 / 1 26 EGRESS 17'-2" BED 101 (CARPET) 10' CLG 1'-4 1/2" 12'-9" 4'-5" 3'-11 1/2" 4'-5" 4'-5 1/2" 4'-3 1/4" 4'-8 3/4" 16 17 WIC 9' CLG 12'-5 1/2" 13 11 11" SD 10' CLG WIC 9' CLG 12'-5 1/2" BATH 106 (TILE) 9' CLG BATH 104 (TILE) 9' CLG BENCH BENCH 18 12 1'-4 1/2" 1'-4" SHOWER SHOWER 1'-4" 1'-4 1/2" DRAIN DRAIN 10 25 SD 10' CLG SD 10' CLG 19 WIC 9' CLG " 2 / 2 1 6'- " 2 / 1 1 1 3'- H C N E B " 2 / 3 1 " 0 1 5'- 24 " 9 1'- 1'-4 1/2" 1'-5" 8'-4" 3'-0" 1'-6" SHOWER 1'-4" BATH 102 (TILE) 9' CLG 13'-2 1/2" 23 21 22 WC 9' CLG 3'-11 1/2" 1'-9" 1'-9" LINEN SD CO 20 33'-3 1/2" DRAIN HALL 107 (STONE) 10' CLG MECH 108 (CONCRETE) 9' CLG (178 SF < 200 SF) " 2 / 1 15 EGRESS 16'-5" BED 103 (CARPET) 10' CLG " 2 / 8 1 5'- " 2 / 2 1 6'- " 2 / 5 1 4'- " 2 / 9 1 5'- " 2 / 2 1 1'- DASHED LINE OF PATIO ABOVE DASHED LINE OF PATIO ABOVE COVERED OUTDOOR 36 BBQ 09 " 2 / 1 EGRESS 08 C POWDER 109 (STONE) 10' CLG 1'-6 1/4"1'-6 1/4" 1'-2 1/2" " 9 1'- " 1 1 SD CO DN UP HALL 110 (STONE) 10' CLG 4'-5 1/2" 4'-3 1/4" 3'-9 3/4" 11" STAIR 07 SD CO " 9 5'- STORAGE 111 9' CLG " 1 1 8'- " 1 8'- " 2 / 6 1 6'- " 0 1'- 2 " 2 / 8 1 2'- 1 " 0 1'- 2 06 1'-2 1/2" 6'-11" W D 14'-4 1/2" 9' CLG 05 LAUNDRY 112 9' CLG 9'-0" 3'-7 1/2" 11" 4'-5 1/2" EGRESS WELL TO COMPLY WITH 2021 IRC 310.2.3 AND EGRESS LADDER TO COMPLY WITH 2021 IRC 310.2.3.1 EGRESS WELL B A " 2 / 0 1 4'- 04 EGRESS SD 4'-6 1/2" 4'-5 1/2" 02 11" A|V 10' CLG GYM/STORAGE 114 10' CLG " 2 / 6 1 0'- 2 " 2 / 5 1 " 1 3'- " 2 / 0 1 1 0'- 4 " 7 1'- 3 " 0 6'- 7 1/2.3 " 2 / 3 1 6'- 9 1/2.4 " 2 / 4 1 6'- 5 " 0 8'- 1 " 1 1 1'- 2 47'-3 1/2" 24'-11" 72'-2 1/2" 1/2.1 1 BASEMENT FLOOR PLAN 1/4" = 1'-0" FLOOR PLAN GENERAL NOTES FLOOR PLAN GENERAL NOTES 1. ALL CONFLICTS/DISCREPANCIES TO BE BROUGHT TO THE ATTENTION OF THE 1. ALL CONFLICTS/DISCREPANCIES TO BE BROUGHT TO THE ATTENTION OF THE DESIGNER PRIOR TO PERFORMANCE OF WORK. DESIGNER PRIOR TO PERFORMANCE OF WORK. 2. DO NOT SCALE DRAWINGS UNDER ANY CIRCUMSTANCES. NOTIFY DESIGNER IF 2. DO NOT SCALE DRAWINGS UNDER ANY CIRCUMSTANCES. NOTIFY DESIGNER IF DISCREPANCY EXISTS OR MORE INFORMATION IS NEEDED. DISCREPANCY EXISTS OR MORE INFORMATION IS NEEDED. 3. ALL WOOD FRAMING DIMENSIONS ARE TAKEN FROM FACE OF FRAMING, UNLESS 3. ALL WOOD FRAMING DIMENSIONS ARE TAKEN FROM FACE OF FRAMING, UNLESS NOTED OTHERWISE. NOTED OTHERWISE. 4. ALL STEEL FRAMING DIMENSIONS ARE TAKEN FROM CENTER OR COLUMN OR BEAM, 4. ALL STEEL FRAMING DIMENSIONS ARE TAKEN FROM CENTER OR COLUMN OR BEAM, UNLESS NOTED OTHERWISE. UNLESS NOTED OTHERWISE. 5. CONTRACTOR TO CONFIRM SPECS AND DIMENSIONS OF ALL EQUIPMENT PRIOR TO 5. CONTRACTOR TO CONFIRM SPECS AND DIMENSIONS OF ALL EQUIPMENT PRIOR TO INSTALLATION. NOTIFY DESIGNER IF DISCREPANCY EXISTS. INSTALLATION. NOTIFY DESIGNER IF DISCREPANCY EXISTS. 6. ALL EXTERIOR AND INTERIOR WALLS ARE 2 x 6, UNLESS NOTED OTHERWISE. 6. ALL EXTERIOR AND INTERIOR WALLS ARE 2 x 6, UNLESS NOTED OTHERWISE. 7. ALL SUBCONTRACTORS TO REVIEW ALL SHEETS, INCLUDING SHEETS NOT OBVIOUS TO 7. ALL SUBCONTRACTORS TO REVIEW ALL SHEETS, INCLUDING SHEETS NOT OBVIOUS TO THEIR SPECIFIC TRADE. NOTIFY DESIGNER IF ANY QUESTIONS ARISE. THEIR SPECIFIC TRADE. NOTIFY DESIGNER IF ANY QUESTIONS ARISE. 8. FLOOR AND ROOF TRUSS DIMENSIONS TO BE VERIFIED ON SITE AND BE SIZED TO 8. FLOOR AND ROOF TRUSS DIMENSIONS TO BE VERIFIED ON SITE AND BE SIZED TO ACTUAL FOUNDATION DIMENSIONS. DO NOT DETERMINE DIMENSIONS BASED ON THE ACTUAL FOUNDATION DIMENSIONS. DO NOT DETERMINE DIMENSIONS BASED ON THE PLANS ALONE. PLANS ALONE. 9. REFERENCE WALL SECTIONS FOR ALL VERTICAL DIMENSIONS. 9. REFERENCE WALL SECTIONS FOR ALL VERTICAL DIMENSIONS. 10. COORDINATE FLOOR AND WALL FRAMING WITH MECHANICAL, ELECTRICAL AND 10. COORDINATE FLOOR AND WALL FRAMING WITH MECHANICAL, ELECTRICAL AND PLUMBING. PLUMBING. 11. INSTALL SOUNDPROOFING FIBERGLASS BATT INSULATION AT WALLS IN THICKNESS 11. INSTALL SOUNDPROOFING FIBERGLASS BATT INSULATION AT WALLS IN THICKNESS TO MATCH FRAMING SIZE AT ALL BEDROOMS AND BATHROOMS. TO MATCH FRAMING SIZE AT ALL BEDROOMS AND BATHROOMS. WALL TYPE WALL TYPE ABBREVIATIONS ABBREVIATIONS 2 x 6 STUD WALL 2 x 6 STUD WALL CL - CENTERLINE CL - CENTERLINE DS - DOWNSPOUT DS - DOWNSPOUT FD - FLOOR DRAIN FD - FLOOR DRAIN HB - HOSE BIB HB - HOSE BIB TWH - TANKLESS WATER HEATER TWH - TANKLESS WATER HEATER SG - SAFETY GLAZING REQUIRED SG - SAFETY GLAZING REQUIRED T - THERMOSTAT T - THERMOSTAT SP - SHADE POCKET SP - SHADE POCKET FS - FLOOR SUPPLY FS - FLOOR SUPPLY RA - RETURN AIR RA - RETURN AIR TOS - TOP OF SLAB TOS - TOP OF SLAB CODE COMPLIANCE NOTES 1. ALL EGRESS WINDOWS AND DOORS TO COMPLY WITH 2021 IRC R310, R311, AND R312. 2. ALL SMOKE DETECTORS TO BE LOCATED AND WIRED IN COMPLIANCE WITH 2021 IRC R314. 3. APPROVED CO ALARM SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH 2021 IRC R315. 4. GENERAL CONTRACTOR SHALL VERIFY FOR SMOKE DETECTORS TO BE LOCATED AT LEAST 36" AWAY FROM HORIZONTAL PATH OF MECHANICAL AIR FLOW, PER NFPA 72 CHAPTER 1. 5. ALL BATHROOMS TO HAVE EXHAUST SYSTEMS PER 2021 IRC R303.3. 6. PWDR TO HAVE WALL BLOCKING FOR GRAB BARS PER CITY CODE SEC. 25-12-243 R320.2. 7. ALL GLAZING IN DOORS AND WINDOWS TO COMPLY WITH THE COMPLETE SECTION OF 2021 IRC R308. 8. PLUMBING FIXTURE CLEARANCES TO COMPLY WITH 2021 IRC R307.1 AND 2015 UPC. 9. LANDINGS AT EXTERIOR DOORS TO COMPLY WITH 2021 IRC R311.3. 10. ALL STAIRS, HANDRAILS, AND GUARDRAILS TO COMPLY WITH 2021 IRC R311.7, R311.8, AND R312.1. 11. ALL EMERGENCY AND RESCUE OPENINGS TO COMPLY WITH 2021 IRC R310. FIRE NOTES 1. A FULL RESIDENTIAL SPRINKLER SYSTEM DESIGNED, INSTALLED AND TESTED IN ACCORDANCE WITH THE 2019 NFPA 13D OR THE 2021 IRC P2904 STANDARDS WILL BE INSTALLED IN THIS PROPERTY. THE PLANS FOR THE SPRINKLER SYSTEM MUST BE DESIGNED AND INSTALLED BY A TEXAS LICENSED SPRINKLER CONTRACTOR FOR NFPA 13D SYSTEMS OR A TEXAS LICENSED PLUMBER WITH THE MULTIPURPOSE RESIDENTIAL FIRE PROTECTION SPRINKLER SPECIALIST (MRFPSS) ENDORSEMENT. THE SPRINKLER PLANS MUST BE SUBMITTED, REVIEWED, APPROVED, TESTED AND INSPECTED BY AFD PRIOR TO COVERING THE WALLS AND CEILINGS. A FLOW TEST OF THE MOST DEMANDING AREA WILL BE REQUIRED. MATT GARCIA DESIGN 1010-B W LYNN STREET AUSTIN, T E X A S 78703 TELEPHONE 210.861.0978 www.mattgarciadesign.com PROJECT MEADOWBANK RESIDENCE 3706 MEADDOWBANK DRIVE AUSTIN, TEXAS 78703 CLIENT DAVID AND STEPHANIE GOODMAN GENERAL CONTRACTOR TRIPATHI BUILDER CONTACT: DIVIT TRIPATHI EMAIL: divit@tripathibuilder.com PHONE: 512-689-1444 PROJECT DESIGNER MATT GARCIA DESIGN CONTACT: MATT GARCIA EMAIL: mattgarciadesign@gmail.com PHONE: 210-861-0978 INTERIOR DESIGNER LEIGH CHIU DESIGNS CONTACT: LEIGH CHIU PHONE: 512-454-9400 STRUCTURAL ENGINEER DUFFY ENGINEERING CONTACT: KERRY CRANE EMAIL: kerry@duffyengineering.com PHONE: 512-402-0074 GEOTECHNICAL ENGINEER HOLT ENGINEERING CONTACT: NOAH McILHON EMAIL: noah@holteng.com PHONE: 512-447-8166 ARBORIST HERITAGE TREE CARE CONTACT: VINCENT DEBROCK EMAIL: vincent@txheritagetreecare.com PHONE: 512-921-8452 LANDSCAPE ARCHITECT THOMPSON + HANSON CONTACT: LANCE THOMPSON EMAIL: lance@thompsonhanson.com PHONE: 512-327-7424 MECHANICAL CONSULTANTS CES CONTACT: VISH HARIHARAPUTRAN EMAIL: vish@ceseng.com PHONE: 210-686-1614 The drawings and written material herein constitue original work of the designer, and as an intellectual property and instruments of service, are subject to copyright and may not be reproduced, distributed, published or used in any way without the written express consent of the designer. ISSUE FOR PERMIT - 02 05 2025 REVISIONS 1 XXXXX BASEMENT FLOOR PLAN FEBRUARY 05 2025 TITLE DATE SHEET 1.3 ITEM04/145 1/2" 8'-0" 4'-4 1/2" 10'-10 1/2" 7'-11 1/2" 4'-0" 5 1/2" 8'-6 1/2" 5 1/2" 6'-5 1/2" ROUGH OPENING 8'-1" ROUGH OPENING ROUGH OPENING ROUGH OPENING 1/2.2 65'-3 1/2" 12'-1" ROUGH OPENING DECK 213 DECK 213 M K J 35 34 GAS FIRE DINING 204 (STONE) 11'-6" CLG " 9 2'- " 0 3'- " 9 2'- LIVING 206 (STONE) 11'-6" CLG 5'-5 1/2" 3'-5 1/2" 15'-0" 2'-5 1/2" 20'-5 1/2" 9'-0 1/2" 3'-0" 5'-11 1/2" 32 " 2 / 1 EGRESS BAR 207 (WOOD) 11'-6" CLG E V O B F A O O F R E O N I L " 1 1 0'- 1 " 2 / 5 1 6'- " 4 / 0 3 3'- " 6 8'- " 4 / 0 3 3'- 2'-0" 6'-5 1/2" 24 WINE 15 ICE 24 BEV TV MILLWORK 12'-0" 17'-5 1/2" DEN 203 (STONE) 11'-6" CLG " 2 / 7 1 1'- 2'-6" SD 2'-0" 32 30 OVN 18 FRZ 36 REF KITCHEN 205 (STONE) 11'-6" CLG 48 CKTP 4'-0" 10'-0" 4'-0" 4'-5 1/2" 5'-0" BACK KITCHEN 208 (STONE) 11'-6" CLG DW T/R DW 4'-3 1/4" 4'-8 3/4" SD CO DN UP " 2 / 5 1 5'- " 1 5'- 1 11" STAIRS (WOOD) POWDER 202 (STONE) T A O C ) K R O W L L MI ( " 6 " 0 2'- " 2 / 1 1 1 4'- " 2 / 8 1 6'- " 1 1 " 0 5'- 9'-4 1/2" 2'-6" ENTRY 201 (STONE) 11'-6" CLG " 2 / 1 1 1 2'- 1 11" 36 EGRESS " 2 / 1 " 7 2'- N E V O B F A O O F R E O N I L E V O B F A O O F R E O N I L L " 1 3'- " 6 8'- " 6 8'- " 2 / 6 1 5'- 1 " 0 8'- " 1 1 " 4 / 3 3 5'- " 0 4'- " 8 3'- " 8 3'- " 8 3'- " 2 / 5 1 2'- 1/2.4 " 0 6'- 7 O P 8'-0" 5'-4 1/2" 8'-1" ROUGH OPENING 8'-1" ROUGH OPENING 11'-10 1/2" PORCH (STONE) 13'-6" CLG 9'-6" S S E R G E 31 1/2" 2'-1" 2'-5 1/2" 30 " 9 5'- PANTRY 209 9'-0" CLG 2'-0" 8'-5 1/2" 5'-5" 8'-0" 5'-5" 8'-0" 5'-5" 8'-0" 8" LINE OF ROOF ABOVE LINE OF ROOF ABOVE 51'-4 1/2" I H G F E " 2 / 0 1 8'- 1 " 0 2'- " 0 3'- " 1 4'- 4 " 1 1 " 1 9'- " 1 1 1'- 2 6'-5 1/2" W D " 2 / 8 1 2'- 1 29 UTILITY 211 (STONE) 9'-0" CLG EGRESS WELL BELOW K R O W L L E MI G A R O T S H C N E B HALL 210 (STONE) 9' CLG CO SD 28 " 2 / 1 D " 1 1 1'- 2 " 1 1 1'- 2 GARAGE 212 11'-6" CLG 27 LINE OF ROOF ABOVE " 7 5'- 1 " 1 4'- 5 " 0 6'- 7 1/2.3 " 2 / 5 1 " 4 / 0 3 3'- " 9 6'- " 4 / 1 3 0'- 1 " 4 / 6 3 3'- " 2 / 5 1 3'- 1 47'-3 1/2" 12'-5 1/2" 24'-11" 72'-2 1/2" 1/2.1 1 MAIN FLOOR PLAN 1/4" = 1'-0" FLOOR PLAN GENERAL NOTES 1. ALL CONFLICTS/DISCREPANCIES TO BE BROUGHT TO THE ATTENTION OF THE DESIGNER PRIOR TO PERFORMANCE OF WORK. 2. DO NOT SCALE DRAWINGS UNDER ANY CIRCUMSTANCES. NOTIFY DESIGNER IF DISCREPANCY EXISTS OR MORE INFORMATION IS NEEDED. 3. ALL WOOD FRAMING DIMENSIONS ARE TAKEN FROM FACE OF FRAMING, UNLESS NOTED OTHERWISE. 4. ALL STEEL FRAMING DIMENSIONS ARE TAKEN FROM CENTER OR COLUMN OR BEAM, UNLESS NOTED OTHERWISE. 5. CONTRACTOR TO CONFIRM SPECS AND DIMENSIONS OF ALL EQUIPMENT PRIOR TO INSTALLATION. NOTIFY DESIGNER IF DISCREPANCY EXISTS. 6. ALL EXTERIOR AND INTERIOR WALLS ARE 2 x 6, UNLESS NOTED OTHERWISE. 7. ALL SUBCONTRACTORS TO REVIEW ALL SHEETS, INCLUDING SHEETS NOT OBVIOUS TO THEIR SPECIFIC TRADE. NOTIFY DESIGNER IF ANY QUESTIONS ARISE. 8. FLOOR AND ROOF TRUSS DIMENSIONS TO BE VERIFIED ON SITE AND BE SIZED TO ACTUAL FOUNDATION DIMENSIONS. DO NOT DETERMINE DIMENSIONS BASED ON THE PLANS ALONE. 9. REFERENCE WALL SECTIONS FOR ALL VERTICAL DIMENSIONS. 10. COORDINATE FLOOR AND WALL FRAMING WITH MECHANICAL, ELECTRICAL AND PLUMBING. 11. INSTALL SOUNDPROOFING FIBERGLASS BATT INSULATION AT WALLS IN THICKNESS TO MATCH FRAMING SIZE AT ALL BEDROOMS AND BATHROOMS. WALL TYPE ABBREVIATIONS 2 x 6 STUD WALL CL - CENTERLINE DS - DOWNSPOUT FD - FLOOR DRAIN HB - HOSE BIB TWH - TANKLESS WATER HEATER SG - SAFETY GLAZING REQUIRED T - THERMOSTAT SP - SHADE POCKET FS - FLOOR SUPPLY RA - RETURN AIR TOS - TOP OF SLAB CODE COMPLIANCE NOTES 1. ALL EGRESS WINDOWS AND DOORS TO COMPLY WITH 2021 IRC R310, R311, AND R312. 2. ALL SMOKE DETECTORS TO BE LOCATED AND WIRED IN COMPLIANCE WITH 2021 IRC R314. 3. APPROVED CO ALARM SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH 2021 IRC R315. 4. GENERAL CONTRACTOR SHALL VERIFY FOR SMOKE DETECTORS TO BE LOCATED AT LEAST 36" AWAY FROM HORIZONTAL PATH OF MECHANICAL AIR FLOW, PER NFPA 72 CHAPTER 1. 5. ALL BATHROOMS TO HAVE EXHAUST SYSTEMS PER 2021 IRC R303.3. 6. PWDR TO HAVE WALL BLOCKING FOR GRAB BARS PER CITY CODE SEC. 25-12-243 R320.2. 7. ALL GLAZING IN DOORS AND WINDOWS TO COMPLY WITH THE COMPLETE SECTION OF 2021 IRC R308. 8. PLUMBING FIXTURE CLEARANCES TO COMPLY WITH 2021 IRC R307.1 AND 2015 UPC. 9. LANDINGS AT EXTERIOR DOORS TO COMPLY WITH 2021 IRC R311.3. 10. ALL STAIRS, HANDRAILS, AND GUARDRAILS TO COMPLY WITH 2021 IRC R311.7, R311.8, AND R312.1. 11. ALL EMERGENCY AND RESCUE OPENINGS TO COMPLY WITH 2021 IRC R310. FIRE NOTES 1. A FULL RESIDENTIAL SPRINKLER SYSTEM DESIGNED, INSTALLED AND TESTED IN ACCORDANCE WITH THE 2019 NFPA 13D OR THE 2021 IRC P2904 STANDARDS WILL BE INSTALLED IN THIS PROPERTY. THE PLANS FOR THE SPRINKLER SYSTEM MUST BE DESIGNED AND INSTALLED BY A TEXAS LICENSED SPRINKLER CONTRACTOR FOR NFPA 13D SYSTEMS OR A TEXAS LICENSED PLUMBER WITH THE MULTIPURPOSE RESIDENTIAL FIRE PROTECTION SPRINKLER SPECIALIST (MRFPSS) ENDORSEMENT. THE SPRINKLER PLANS MUST BE SUBMITTED, REVIEWED, APPROVED, TESTED AND INSPECTED BY AFD PRIOR TO COVERING THE WALLS AND CEILINGS. A FLOW TEST OF THE MOST DEMANDING AREA WILL BE REQUIRED. MATT GARCIA DESIGN 1010-B W LYNN STREET AUSTIN, T E X A S 78703 TELEPHONE 210.861.0978 www.mattgarciadesign.com PROJECT MEADOWBANK RESIDENCE 3706 MEADDOWBANK DRIVE AUSTIN, TEXAS 78703 CLIENT DAVID AND STEPHANIE GOODMAN GENERAL CONTRACTOR TRIPATHI BUILDER CONTACT: DIVIT TRIPATHI EMAIL: divit@tripathibuilder.com PHONE: 512-689-1444 PROJECT DESIGNER MATT GARCIA DESIGN CONTACT: MATT GARCIA EMAIL: mattgarciadesign@gmail.com PHONE: 210-861-0978 INTERIOR DESIGNER LEIGH CHIU DESIGNS CONTACT: LEIGH CHIU PHONE: 512-454-9400 STRUCTURAL ENGINEER DUFFY ENGINEERING CONTACT: KERRY CRANE EMAIL: kerry@duffyengineering.com PHONE: 512-402-0074 GEOTECHNICAL ENGINEER HOLT ENGINEERING CONTACT: NOAH McILHON EMAIL: noah@holteng.com PHONE: 512-447-8166 ARBORIST HERITAGE TREE CARE CONTACT: VINCENT DEBROCK EMAIL: vincent@txheritagetreecare.com PHONE: 512-921-8452 LANDSCAPE ARCHITECT THOMPSON + HANSON CONTACT: LANCE THOMPSON EMAIL: lance@thompsonhanson.com PHONE: 512-327-7424 MECHANICAL CONSULTANTS CES CONTACT: VISH HARIHARAPUTRAN EMAIL: vish@ceseng.com PHONE: 210-686-1614 The drawings and written material herein constitue original work of the designer, and as an intellectual property and instruments of service, are subject to copyright and may not be reproduced, distributed, published or used in any way without the written express consent of the designer. ISSUE FOR PERMIT - 02 05 2025 REVISIONS 1 XXXXX TITLE DATE SHEET MAIN FLOOR PLAN FEBRUARY 05 2025 1.4 ITEM04/151/2.4 " 0 6'- 7 24'-0 1/2" 18'-10 1/2" " 0 6'- 7 1/2.3 5 1/2" 8'-1" ROUGH OPENING 14'-4" 7'-10 1/2" 13'-1" ROUGH OPENING 2'-10" 5 1/2" 1/2.2 59'-2 1/2" 56'-4 1/2" 12'-1" ROUGH OPENING 6" HALF ROUND GUTTER 6" HALF ROUND GUTTER 6" HALF ROUND GUTTER H I P E P O L S " 2 R 1 E " P 2 ROOF (CLAY TILE SHINGLE) E P O L S " 2 R 1 E " P 2 B1 A1 H I P 1'-9" EGRESS EGRESS R E T T U D G N U O R F L A " H 6 15'-5 1/2" 2'-2" 20'-7 1/4" 2'-5 1/2" 15'-2 3/4" " 2 / 0 1 8'- 1 " 2 / 1 1 1 1'- 3 R E T T U D G N U O R F L A " H 6 R E T T U D G N U O R F L A " H 6 ROOF (CLAY TILE SHINGLE) SLOPE 2" PER 12" H I P SHOWER H C N E B BATH 301 (TILE) 9' CLG 8'-0" 1'-9" FP CHASE " 1 1 11" C1 N E N I L WC 302 9' CLG 44 HALL 303 (WOOL) 10'-0" CLG 43 42 SD 41 R STEPH 304 9' CLG MIRROR DAVID 305 9' CLG " 1 5'- 1 " 2 / 5 1 5'- " 5 1'- 1 BED 307 (WOOD) VAULTED CLG, VARIES W/ MAX @ 12'-6" SD HALL 306 (WOOD) 10'-0" CLG " 1 1 3'- " 2 / 5 1 5'- " 2 / 1 1 1 0'- 1 Q H I P 8'-4" E P O L S " 2 R 1 E " P 2 ROOF (CLAY TILE SHINGLE) 6" HALF ROUND GUTTER 6" HALF ROUND GUTTER H I P Y X W V E G A R O T N S -I T L I U B 1'-6" Z " 6 2'- " 6 2'- " 6 2'- " 4 / 6 3 3'- " 6 7'- " 4 / 6 3 3'- GAS FIRE 40 SD SITTING 308 (WOOD) VAULTED CLG, VARIES W/ MAX @ 12'-6" SD CO " 2 / 6 1 5'- DN 4'-0" 5 1/2" 8'-1" 11" 2'-5 1/2" 4'-0" 2'-5 1/2" SHOWER 8'-11" 2'-4" SD 9'-0" CLG BATH 311 9'-0" CLG " 9 8'- 9" " 0 5'- 1 " 9 5'- " 2 / 1 1 1 3'- " 2 / 5 1 5'- 1 HALL 309 10'-0" CLG CO SD 38 S E G A R O T N S -I T L I U B T STAIR (WOOD) STEPH OFFICE 310 9'-0" CLG 39 N -I T L I U B E G A R O T S 37 S S E R G E OFFICE 312 10'-0" CLG U ROOF (TPO - GRAVEL BALLAST) 2'-1" 2'-0" 4'-1" 8'-4 1/2" 16'-9" 24'-11" " 2 / 5 1 " 1 3'- O R " 7 5'- 1 " 1 4'- 5 " 9 6'- " 2 / 8 1 3'- 1 " 1 1 5'- 1 " 0 6'- " 1 1 1'- 2 " 0 1 0'- 2 " 2 3'- 1 " 2 / 5 1 5'- 1 " 0 6'- " 1 1 1'- 2 " 2 / 1 1 1 7'- E P O L S " 2 R 1 E " P 2 E P O L S " 2 R 1 E " P 2 63'-3 1/2" 1/2.1 1 SECOND FLOOR PLAN 1/4" = 1'-0" FLOOR PLAN GENERAL NOTES 1. ALL CONFLICTS/DISCREPANCIES TO BE BROUGHT TO THE ATTENTION OF THE DESIGNER PRIOR TO PERFORMANCE OF WORK. 2. DO NOT SCALE DRAWINGS UNDER ANY CIRCUMSTANCES. NOTIFY DESIGNER IF DISCREPANCY EXISTS OR MORE INFORMATION IS NEEDED. 3. ALL WOOD FRAMING DIMENSIONS ARE TAKEN FROM FACE OF FRAMING, UNLESS NOTED OTHERWISE. 4. ALL STEEL FRAMING DIMENSIONS ARE TAKEN FROM CENTER OR COLUMN OR BEAM, UNLESS NOTED OTHERWISE. 5. CONTRACTOR TO CONFIRM SPECS AND DIMENSIONS OF ALL EQUIPMENT PRIOR TO INSTALLATION. NOTIFY DESIGNER IF DISCREPANCY EXISTS. 6. ALL EXTERIOR AND INTERIOR WALLS ARE 2 x 6, UNLESS NOTED OTHERWISE. 7. ALL SUBCONTRACTORS TO REVIEW ALL SHEETS, INCLUDING SHEETS NOT OBVIOUS TO THEIR SPECIFIC TRADE. NOTIFY DESIGNER IF ANY QUESTIONS ARISE. 8. FLOOR AND ROOF TRUSS DIMENSIONS TO BE VERIFIED ON SITE AND BE SIZED TO ACTUAL FOUNDATION DIMENSIONS. DO NOT DETERMINE DIMENSIONS BASED ON THE PLANS ALONE. 9. REFERENCE WALL SECTIONS FOR ALL VERTICAL DIMENSIONS. 10. COORDINATE FLOOR AND WALL FRAMING WITH MECHANICAL, ELECTRICAL AND PLUMBING. 11. INSTALL SOUNDPROOFING FIBERGLASS BATT INSULATION AT WALLS IN THICKNESS TO MATCH FRAMING SIZE AT ALL BEDROOMS AND BATHROOMS. WALL TYPE ABBREVIATIONS 2 x 6 STUD WALL CL - CENTERLINE DS - DOWNSPOUT FD - FLOOR DRAIN HB - HOSE BIB TWH - TANKLESS WATER HEATER SG - SAFETY GLAZING REQUIRED T - THERMOSTAT SP - SHADE POCKET FS - FLOOR SUPPLY RA - RETURN AIR TOS - TOP OF SLAB CODE COMPLIANCE NOTES 1. ALL EGRESS WINDOWS AND DOORS TO COMPLY WITH 2021 IRC R310, R311, AND R312. 2. ALL SMOKE DETECTORS TO BE LOCATED AND WIRED IN COMPLIANCE WITH 2021 IRC R314. 3. APPROVED CO ALARM SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH 2021 IRC R315. 4. GENERAL CONTRACTOR SHALL VERIFY FOR SMOKE DETECTORS TO BE LOCATED AT LEAST 36" AWAY FROM HORIZONTAL PATH OF MECHANICAL AIR FLOW, PER NFPA 72 CHAPTER 1. 5. ALL BATHROOMS TO HAVE EXHAUST SYSTEMS PER 2021 IRC R303.3. 6. PWDR TO HAVE WALL BLOCKING FOR GRAB BARS PER CITY CODE SEC. 25-12-243 R320.2. 7. ALL GLAZING IN DOORS AND WINDOWS TO COMPLY WITH THE COMPLETE SECTION OF 2021 IRC R308. 8. PLUMBING FIXTURE CLEARANCES TO COMPLY WITH 2021 IRC R307.1 AND 2015 UPC. 9. LANDINGS AT EXTERIOR DOORS TO COMPLY WITH 2021 IRC R311.3. 10. ALL STAIRS, HANDRAILS, AND GUARDRAILS TO COMPLY WITH 2021 IRC R311.7, R311.8, AND R312.1. 11. ALL EMERGENCY AND RESCUE OPENINGS TO COMPLY WITH 2021 IRC R310. FIRE NOTES 1. A FULL RESIDENTIAL SPRINKLER SYSTEM DESIGNED, INSTALLED AND TESTED IN ACCORDANCE WITH THE 2019 NFPA 13D OR THE 2021 IRC P2904 STANDARDS WILL BE INSTALLED IN THIS PROPERTY. THE PLANS FOR THE SPRINKLER SYSTEM MUST BE DESIGNED AND INSTALLED BY A TEXAS LICENSED SPRINKLER CONTRACTOR FOR NFPA 13D SYSTEMS OR A TEXAS LICENSED PLUMBER WITH THE MULTIPURPOSE RESIDENTIAL FIRE PROTECTION SPRINKLER SPECIALIST (MRFPSS) ENDORSEMENT. THE SPRINKLER PLANS MUST BE SUBMITTED, REVIEWED, APPROVED, TESTED AND INSPECTED BY AFD PRIOR TO COVERING THE WALLS AND CEILINGS. A FLOW TEST OF THE MOST DEMANDING AREA WILL BE REQUIRED. MATT GARCIA DESIGN 1010-B W LYNN STREET AUSTIN, T E X A S 78703 TELEPHONE 210.861.0978 www.mattgarciadesign.com PROJECT MEADOWBANK RESIDENCE 3706 MEADDOWBANK DRIVE AUSTIN, TEXAS 78703 CLIENT DAVID AND STEPHANIE GOODMAN GENERAL CONTRACTOR TRIPATHI BUILDER CONTACT: DIVIT TRIPATHI EMAIL: divit@tripathibuilder.com PHONE: 512-689-1444 PROJECT DESIGNER MATT GARCIA DESIGN CONTACT: MATT GARCIA EMAIL: mattgarciadesign@gmail.com PHONE: 210-861-0978 INTERIOR DESIGNER LEIGH CHIU DESIGNS CONTACT: LEIGH CHIU PHONE: 512-454-9400 STRUCTURAL ENGINEER DUFFY ENGINEERING CONTACT: KERRY CRANE EMAIL: kerry@duffyengineering.com PHONE: 512-402-0074 GEOTECHNICAL ENGINEER HOLT ENGINEERING CONTACT: NOAH McILHON EMAIL: noah@holteng.com PHONE: 512-447-8166 ARBORIST HERITAGE TREE CARE CONTACT: VINCENT DEBROCK EMAIL: vincent@txheritagetreecare.com PHONE: 512-921-8452 LANDSCAPE ARCHITECT THOMPSON + HANSON CONTACT: LANCE THOMPSON EMAIL: lance@thompsonhanson.com PHONE: 512-327-7424 MECHANICAL CONSULTANTS CES CONTACT: VISH HARIHARAPUTRAN EMAIL: vish@ceseng.com PHONE: 210-686-1614 The drawings and written material herein constitue original work of the designer, and as an intellectual property and instruments of service, are subject to copyright and may not be reproduced, distributed, published or used in any way without the written express consent of the designer. ISSUE FOR PERMIT - 02 05 2025 REVISIONS 1 XXXXX TITLE SECOND FLOOR PLAN DATE FEBRUARY 05 2025 SHEET 1.5 ITEM04/164'-0" 4'-0" " 0 - 6' H I P Y E N HIM C C R I C K E T T E K R I C C Y E N HIM C C R I C K E T T E K R I C C SLOPE 4:12 RIDGE SLOPE 4:12 " 0 - 6' H I P H I P R E T T U G " 6 W O L E B G IN D L I U B E IN L H S A D 4'-0" DASH LINE BUILDING BELOW H I P Y E L L A V R E T T U G " 6 W O L E B G IN D L I U B E IN L H S A D DASH LINE BUILDING BELOW " 0 - 4' 6" GUTTER 1/2.4 1/2.3 1/2.2 6" GUTTER DASH LINE BUILDING BELOW 2 1 : 4 E P O L S 2 1 : 4 E P O L S 1/2.1 2'-0" 4'-0" SLOPE 4:12 SLOPE 4:12 E G RID W O L E B G IN D L I U B E IN L H S A D 4'-0" R E T T U G " 6 Y E L L A V H I P R E T T U G " 6 4'-0" H I P SLOPE 4:12 RIDGE SLOPE 4:12 H I P " 0 - 6' 2 1 : 4 E P O L S 6" GUTTER 1 1 ROOF PLAN ROOF PLAN 1/4" = 1'-0" 1/4" = 1'-0" CODE COMPLIANCE NOTES 1. ALL EGRESS WINDOWS AND DOORS TO COMPLY WITH 2021 IRC R310, R311, AND R312. 2. ALL SMOKE DETECTORS TO BE LOCATED AND WIRED IN COMPLIANCE WITH 2021 IRC R314. 3. APPROVED CO ALARM SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH 2021 IRC R315. 4. GENERAL CONTRACTOR SHALL VERIFY FOR SMOKE DETECTORS TO BE LOCATED AT LEAST 36" AWAY FROM HORIZONTAL PATH OF MECHANICAL AIR FLOW, PER NFPA 72 CHAPTER 1. 5. ALL BATHROOMS TO HAVE EXHAUST SYSTEMS PER 2021 IRC R303.3. 6. PWDR TO HAVE WALL BLOCKING FOR GRAB BARS PER CITY CODE SEC. 25-12-243 R320.2. 7. ALL GLAZING IN DOORS AND WINDOWS TO COMPLY WITH THE COMPLETE SECTION OF 2021 IRC R308. 8. PLUMBING FIXTURE CLEARANCES TO COMPLY WITH 2021 IRC R307.1 AND 2015 UPC. 9. LANDINGS AT EXTERIOR DOORS TO COMPLY WITH 2021 IRC R311.3. 10. ALL STAIRS, HANDRAILS, AND GUARDRAILS TO COMPLY WITH 2021 IRC R311.7, R311.8, AND R312.1. 11. ALL EMERGENCY AND RESCUE OPENINGS TO COMPLY WITH 2021 IRC R310. FIRE NOTES 1. A FULL RESIDENTIAL SPRINKLER SYSTEM DESIGNED, INSTALLED AND TESTED IN ACCORDANCE WITH THE 2019 NFPA 13D OR THE 2021 IRC P2904 STANDARDS WILL BE INSTALLED IN THIS PROPERTY. THE PLANS FOR THE SPRINKLER SYSTEM MUST BE DESIGNED AND INSTALLED BY A TEXAS LICENSED SPRINKLER CONTRACTOR FOR NFPA 13D SYSTEMS OR A TEXAS LICENSED PLUMBER WITH THE MULTIPURPOSE RESIDENTIAL FIRE PROTECTION SPRINKLER SPECIALIST (MRFPSS) ENDORSEMENT. THE SPRINKLER PLANS MUST BE SUBMITTED, REVIEWED, APPROVED, TESTED AND INSPECTED BY AFD PRIOR TO COVERING THE WALLS AND CEILINGS. A FLOW TEST OF THE MOST DEMANDING AREA WILL BE REQUIRED. MATT GARCIA DESIGN 1010-B W LYNN STREET AUSTIN, T E X A S 78703 TELEPHONE 210.861.0978 www.mattgarciadesign.com PROJECT MEADOWBANK RESIDENCE 3706 MEADDOWBANK DRIVE AUSTIN, TEXAS 78703 CLIENT DAVID AND STEPHANIE GOODMAN GENERAL CONTRACTOR TRIPATHI BUILDER CONTACT: DIVIT TRIPATHI EMAIL: divit@tripathibuilder.com PHONE: 512-689-1444 PROJECT DESIGNER MATT GARCIA DESIGN CONTACT: MATT GARCIA EMAIL: mattgarciadesign@gmail.com PHONE: 210-861-0978 INTERIOR DESIGNER LEIGH CHIU DESIGNS CONTACT: LEIGH CHIU PHONE: 512-454-9400 STRUCTURAL ENGINEER DUFFY ENGINEERING CONTACT: KERRY CRANE EMAIL: kerry@duffyengineering.com PHONE: 512-402-0074 GEOTECHNICAL ENGINEER HOLT ENGINEERING CONTACT: NOAH McILHON EMAIL: noah@holteng.com PHONE: 512-447-8166 ARBORIST HERITAGE TREE CARE CONTACT: VINCENT DEBROCK EMAIL: vincent@txheritagetreecare.com PHONE: 512-921-8452 LANDSCAPE ARCHITECT THOMPSON + HANSON CONTACT: LANCE THOMPSON EMAIL: lance@thompsonhanson.com PHONE: 512-327-7424 MECHANICAL CONSULTANTS CES CONTACT: VISH HARIHARAPUTRAN EMAIL: vish@ceseng.com PHONE: 210-686-1614 The drawings and written material herein constitue original work of the designer, and as an intellectual property and instruments of service, are subject to copyright and may not be reproduced, distributed, published or used in any way without the written express consent of the designer. ISSUE FOR PERMIT - 02 05 2025 REVISIONS 1 XXXXX TITLE DATE SHEET ROOF PLAN FEBRUARY 05 2025 1.6 ITEM04/17MATT GARCIA DESIGN 1010-B W LYNN STREET AUSTIN, T E X A S 78703 TELEPHONE 210.861.0978 www.mattgarciadesign.com PROJECT MEADOWBANK RESIDENCE 3706 MEADDOWBANK DRIVE AUSTIN, TEXAS 78703 CLIENT DAVID AND STEPHANIE GOODMAN GENERAL CONTRACTOR TRIPATHI BUILDER CONTACT: DIVIT TRIPATHI EMAIL: divit@tripathibuilder.com PHONE: 512-689-1444 PROJECT DESIGNER MATT GARCIA DESIGN CONTACT: MATT GARCIA EMAIL: mattgarciadesign@gmail.com PHONE: 210-861-0978 INTERIOR DESIGNER LEIGH CHIU DESIGNS CONTACT: LEIGH CHIU PHONE: 512-454-9400 STRUCTURAL ENGINEER DUFFY ENGINEERING CONTACT: KERRY CRANE EMAIL: kerry@duffyengineering.com PHONE: 512-402-0074 GEOTECHNICAL ENGINEER HOLT ENGINEERING CONTACT: NOAH McILHON EMAIL: noah@holteng.com PHONE: 512-447-8166 ARBORIST HERITAGE TREE CARE CONTACT: VINCENT DEBROCK EMAIL: vincent@txheritagetreecare.com PHONE: 512-921-8452 LANDSCAPE ARCHITECT THOMPSON + HANSON CONTACT: LANCE THOMPSON EMAIL: lance@thompsonhanson.com PHONE: 512-327-7424 MECHANICAL CONSULTANTS CES CONTACT: VISH HARIHARAPUTRAN EMAIL: vish@ceseng.com PHONE: 210-686-1614 The drawings and written material herein constitue original work of the designer, and as an intellectual property and instruments of service, are subject to copyright and may not be reproduced, distributed, published or used in any way without the written express consent of the designer. ISSUE FOR PERMIT - 02 05 2025 REVISIONS 1 XXXXX TITLE BUILDING ELEVATION DATE FEBRUARY 05 2025 SHEET 2.1 TILE ROOF STUCCO ENTRY 45° " 0 - ' 5 1 E N I Y L T R E P O R P TILE ROOF STUCCO K C A B T E E S D I 5' S HIP ROOF HIGHT POINT @ 561'-2" MAX HEIGHT - 32' FROM AVG GRAGE HIP ROOF AVG POINT @ 557'-8" HIP ROOF LOW POINT @ 554'-2" " 2 1'- 3 T H G I E G H N DI L I U B HIGH ADJ GRADE @ 531' SECTION 1 HIGH POINT - 531.25' AVERAGE ADJ GRADE @ 526'-6" LOW ADJ GRADE @ 522' 12 4 Q 12 4 12 4 MAX HEIGHT - 32' FROM AVG GRAGE 12 4 TILE ROOF STUCCO R STEEL WINDOW SYSTEM TILE ROOF STUCCO WOOD CLAD GARAGE DOOR U 27 T.O. PLATE @ 552'-10" T.O. SLAB @ 543'-6" T.O. PLATE @ 541'-6" " 0 2'- " 0 - ' 2 3 45° E N I Y L T R E P O R P K C A B T E E S D I 5' S HIGH ADJ GRADE @ 531' T.O. SLAB @ 530'-0" T.O. PLATE @ 528'-0" AVERAGE ADJ GRADE @ 526'-6" " 4 9'- " 6 1'- 1 " 0 2'- " 0 0'- 1 1 SOUTH (FRONT) ELEVATION 1/4" = 1'-0" DASHED LINE OF BASEMENT BELOW T.O. SLAB @ 518-0" ITEM04/18MATT GARCIA DESIGN 1010-B W LYNN STREET AUSTIN, T E X A S 78703 TELEPHONE 210.861.0978 www.mattgarciadesign.com PROJECT MEADOWBANK RESIDENCE 3706 MEADDOWBANK DRIVE AUSTIN, TEXAS 78703 CLIENT DAVID AND STEPHANIE GOODMAN GENERAL CONTRACTOR TRIPATHI BUILDER CONTACT: DIVIT TRIPATHI EMAIL: divit@tripathibuilder.com PHONE: 512-689-1444 PROJECT DESIGNER MATT GARCIA DESIGN CONTACT: MATT GARCIA EMAIL: mattgarciadesign@gmail.com PHONE: 210-861-0978 INTERIOR DESIGNER LEIGH CHIU DESIGNS CONTACT: LEIGH CHIU PHONE: 512-454-9400 STRUCTURAL ENGINEER DUFFY ENGINEERING CONTACT: KERRY CRANE EMAIL: kerry@duffyengineering.com PHONE: 512-402-0074 GEOTECHNICAL ENGINEER HOLT ENGINEERING CONTACT: NOAH McILHON EMAIL: noah@holteng.com PHONE: 512-447-8166 ARBORIST HERITAGE TREE CARE CONTACT: VINCENT DEBROCK EMAIL: vincent@txheritagetreecare.com PHONE: 512-921-8452 LANDSCAPE ARCHITECT THOMPSON + HANSON CONTACT: LANCE THOMPSON EMAIL: lance@thompsonhanson.com PHONE: 512-327-7424 MECHANICAL CONSULTANTS CES CONTACT: VISH HARIHARAPUTRAN EMAIL: vish@ceseng.com PHONE: 210-686-1614 REVISIONS 1 XXXXX TITLE BUILDING ELEVATION DATE FEBRUARY 05 2025 SHEET 2.2 MAX HEIGHT - 32' FROM AVG GRAGE 12 4 12 4 Z EGRESS A1 EGRESS B1 J 32 EGRESS K L M C 09 EGRESS 14 EGRESS 15 EGRESS 26 EGRESS 47 EGRESS D1 45° E N I Y L T R E P O R P " 0 - ' 5 1 K C A B T E E S D I 5' S The drawings and written material herein constitue original work of the designer, and as an intellectual property and instruments of service, are subject to copyright and may not be reproduced, distributed, published or used in any way without the written express consent of the designer. " 2 1'- 3 T H G I E G H N DI L I U B ISSUE FOR PERMIT - 02 05 2025 HIP ROOF HIGHT POINT @ 561'-2" MAX HEIGHT - 32' FROM AVG GRAGE HIP ROOF AVG POINT @ 557'-8" HIP ROOF LOW POINT @ 554'-2" SECTION 2 HIGH POINT - 531' HIGH ADJ GRADE @ 531' AVERAGE ADJ GRADE @ 526'-6" LOW ADJ GRADE @ 522' LINE OF GRADE BEYOND, ADJACENT TO BUILDING FOOTPRINT T.O. PLATE @ 552'-10" TILE ROOF STUCCO STEEL WINDOW SYSTEM TILE ROOF T.O. SLAB @ 543'-6" T.O. PLATE @ 541'-6" STUCCO STEEL WINDOW SYSTEM " 0 - ' 2 3 45° E N I Y L T R E P O R P K C A B T E E S D I 5' S AVERAGE ADJ GRADE @ 526'-6" T.O. SLAB @ 530'-0" T.O. PLATE @ 528'-0" LOW ADJ GRADE @ 522' T.O. SLAB @ 518-0" LINE OF GRADE BEYOND, ADJACENT TO BUILDING FOOTPRINT " 4 9'- " 0 2'- " 6 1'- 1 " 0 2'- " 0 0'- 1 1 NORTH (REAR) ELEVATION 1/4" = 1'-0" ITEM04/19MATT GARCIA DESIGN 1010-B W LYNN STREET AUSTIN, T E X A S 78703 TELEPHONE 210.861.0978 www.mattgarciadesign.com PROJECT MEADOWBANK RESIDENCE 3706 MEADDOWBANK DRIVE AUSTIN, TEXAS 78703 CLIENT DAVID AND STEPHANIE GOODMAN GENERAL CONTRACTOR TRIPATHI BUILDER CONTACT: DIVIT TRIPATHI EMAIL: divit@tripathibuilder.com PHONE: 512-689-1444 PROJECT DESIGNER MATT GARCIA DESIGN CONTACT: MATT GARCIA EMAIL: mattgarciadesign@gmail.com PHONE: 210-861-0978 INTERIOR DESIGNER LEIGH CHIU DESIGNS CONTACT: LEIGH CHIU PHONE: 512-454-9400 STRUCTURAL ENGINEER DUFFY ENGINEERING CONTACT: KERRY CRANE EMAIL: kerry@duffyengineering.com PHONE: 512-402-0074 GEOTECHNICAL ENGINEER HOLT ENGINEERING CONTACT: NOAH McILHON EMAIL: noah@holteng.com PHONE: 512-447-8166 ARBORIST HERITAGE TREE CARE CONTACT: VINCENT DEBROCK EMAIL: vincent@txheritagetreecare.com PHONE: 512-921-8452 LANDSCAPE ARCHITECT THOMPSON + HANSON CONTACT: LANCE THOMPSON EMAIL: lance@thompsonhanson.com PHONE: 512-327-7424 MECHANICAL CONSULTANTS CES CONTACT: VISH HARIHARAPUTRAN EMAIL: vish@ceseng.com PHONE: 210-686-1614 " 2 1'- 3 T H G I E G H N DI L I U B The drawings and written material herein constitue original work of the designer, and as an intellectual property and instruments of service, are subject to copyright and may not be reproduced, distributed, published or used in any way without the written express consent of the designer. ISSUE FOR PERMIT - 02 05 2025 HIP ROOF HIGHT POINT @ 561'-2" MAX HEIGHT - 32' FROM AVG GRAGE HIP ROOF AVG POINT @ 557'-8" T.O. PLATE @ 552'-10" HIP ROOF LOW POINT @ 554'-2" T.O. SLAB @ 543'-6" T.O. PLATE @ 541'-6" K C A B T E R S A E ' R 0 1 T.O. SLABE @ 530'-0" T.O. PLATE @ 528'-0" 45° E N I Y L T R E P O R R P A E R " 0 5'- 1 HIGH ADJ GRADE @ 531' AVERAGE ADJ GRADE @ 526'-6" LOW ADJ GRADE @ 522' " 4 9'- " 0 2'- " 6 1'- 1 " 0 2'- " 0 0'- 1 " 0 2'- " 0 0'- 1 T.O. SLAB @ 518-0" T.O. PLATE @ 516'-0" T.O. SLAB @ 506'-0" STUCCO SECTION 3 HIGH POINT - 524' PORTION OF DECK SHOWN IS DECK BEYOND. 10' REAR SETBACK CUTS ACROSS SITE AT AN ANGLE AND LOCATION OF DECK IS NOT WITHIN THE 10' REAR SETBACK. SEE SITE PLAN FOR REFERENCE. REVISIONS 1 XXXXX TITLE BUILDING ELEVATION DATE FEBRUARY 05 2025 SHEET 2.3 E N I G L N I D L I U B TILE ROOF STUCCO MAX HEIGHT - 32' FROM AVG GRAGE T.O. PLATE @ 552'-10" 12 4 12 4 " 0 2'- 3 T.O. SLAB @ 543'-6" T.O. PLATE @ 541'-6" " 4 9'- " 0 2'- " 6 1'- 1 HIGH ADJ GRADE @ 531' T.O. SLAB @ 530'-0" AVERAGE ADJ GRADE @ 526'-6" " 0 5'- 1 STUCCO D E F G " 0 5'- 1 V W STEEL WINDOW SYSTEM 12 4 12 4 X H TILE ROOF STUCCO 12 2 STUCCO STEEL WINDOW SYSTEM Y I LOW ADJ GRADE @ 522' SECTION 1 HIGH POINT - 531.25' DASHED LINE OF BASEMENT BELOW SECTION 2 HIGH POINT - 531' 40'-0" 40'-0" 29'-0" 1 EAST (SIDE) ELEVATION 1/4" = 1'-0" ITEM04/20MATT GARCIA DESIGN 1010-B W LYNN STREET AUSTIN, T E X A S 78703 TELEPHONE 210.861.0978 www.mattgarciadesign.com PROJECT MEADOWBANK RESIDENCE 3706 MEADDOWBANK DRIVE AUSTIN, TEXAS 78703 CLIENT DAVID AND STEPHANIE GOODMAN GENERAL CONTRACTOR TRIPATHI BUILDER CONTACT: DIVIT TRIPATHI EMAIL: divit@tripathibuilder.com PHONE: 512-689-1444 PROJECT DESIGNER MATT GARCIA DESIGN CONTACT: MATT GARCIA EMAIL: mattgarciadesign@gmail.com PHONE: 210-861-0978 INTERIOR DESIGNER LEIGH CHIU DESIGNS CONTACT: LEIGH CHIU PHONE: 512-454-9400 STRUCTURAL ENGINEER DUFFY ENGINEERING CONTACT: KERRY CRANE EMAIL: kerry@duffyengineering.com PHONE: 512-402-0074 GEOTECHNICAL ENGINEER HOLT ENGINEERING CONTACT: NOAH McILHON EMAIL: noah@holteng.com PHONE: 512-447-8166 ARBORIST HERITAGE TREE CARE CONTACT: VINCENT DEBROCK EMAIL: vincent@txheritagetreecare.com PHONE: 512-921-8452 LANDSCAPE ARCHITECT THOMPSON + HANSON CONTACT: LANCE THOMPSON EMAIL: lance@thompsonhanson.com PHONE: 512-327-7424 MECHANICAL CONSULTANTS CES CONTACT: VISH HARIHARAPUTRAN EMAIL: vish@ceseng.com PHONE: 210-686-1614 The drawings and written material herein constitue original work of the designer, and as an intellectual property and instruments of service, are subject to copyright and may not be reproduced, distributed, published or used in any way without the written express consent of the designer. ISSUE FOR PERMIT - 02 05 2025 REVISIONS 1 XXXXX TITLE BUILDING ELEVATION DATE FEBRUARY 05 2025 SHEET 2.4 CLAY TILE ROOF STUCCO CLAY TILE ROOF STUCCO 12 4 12 4 C1 N " 0 5'- 1 S EGRESS T E N I L G N D L I U B I " 0 5'- 1 LINE OF GHOSTED TENT BEYOND. TENT FOLLOWS CURVE OF FRONT PROPERTY LINE MAX HEIGHT - 32' FROM AVG GRAGE T.O. PLATE @ 552'-10" T.O. SLAB @ 543'-6" T.O. PLATE @ 541'-6" " 0 2'- 3 " 4 9'- " 0 2'- " 6 1'- 1 T.O. SLAB @ 530'-0" AVERAGE ADJ GRADE @ 526'-6" LINE OF GHOSTED TENT BEYOND. TENT FOLLOWS CURVE OF FRONT PROPERTY LINE 45° T.O. SLAB @ 518-0" DASHED LINE OF BASEMENT BELOW DASHED LINE OF POOL E N I Y L T R E P O R R P A E R " 0 5'- 1 SECTION 4 HIGH POINT - 501.5' SECTION 3 HIGH POINT - 524' SECTION 2 HIGH POINT - 531' SECTION 1 HIGH POINT - 531.25' 4'-7 1/4" 40'-0" 40'-0" 40'-0" HIP ROOF HIGHT POINT @ 561'-2" MAX HEIGHT - 32' FROM AVG GRAGE HIP ROOF AVG POINT @ 557'-8" HIP ROOF LOW POINT @ 554'-2" T.O. PLATE @ 552'-10" T.O. SLAB @ 543'-6" T.O. PLATE @ 541'-6" T.O. SLABE @ 530'-0" T.O. PLATE @ 528'-0" " 4 9'- " 0 2'- " 6 1'- 1 " 0 2'- " 0 0'- 1 " 2 1'- 3 T H G I E G H N DI L I U B AVERAGE ADJ GRADE @ 526'-6" LOW ADJ GRADE @ 522' K C A B T E R S A E ' R 0 1 HIGH ADJ GRADE @ 531' " 0 5'- 1 2 WEST ELEVATION 1/4" = 1'-0" ITEM04/2112 4 12 4 12 4 12 4 V W D E F G X H 12 2 Y I BASEMENT EXHIBIT NOTES 1. PER LAND DEVELOPMENT CODE, CHAPTER 25-2, SUBCHAPTER F, ARTICLE 3.3.3.B.- BASEMENTS MAY BE EXCLUDED FROM GROSS FLOOR AREA CALCULATIONS IF: 1) THE HABITAL PORTION OF A BUILDING THAT IS BELOW GRADE DOES NOT EXTEND BEYOND THE FIRST-STORY FOOTPRINT AND IS: A) BELOW NATURAL OR FINISH GRADE, WHICHEVER IS LOWER; AND B) SURROUNDED BY NATURAL GRADE FOR AT LEASE 50% OF IT'S PERIMETER WALL AREA, IF THE HABITABLE PORTION IS REQUIRED TO BE BELOW NATURAL GRADE UNDER PARAGRAPH 1.A. 2) 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. MATT GARCIA DESIGN 1010-B W LYNN STREET AUSTIN, T E X A S 78703 TELEPHONE 210.861.0978 www.mattgarciadesign.com BASEMENT EXHIBIT CALCULATIONS NORTH PERIMETER WALL AREA TOTAL NORTH PERIMETER WALL AREA BELOW NATURAL GRADE SOUTH PERIMETER WALL AREA TOTAL SOUTH PERIMETER WALL AREA BELOW NATURAL GRADE EAST PERIMETER WALL AREA TOTAL EAST PERIMETER WALL AREA BELOW NATURAL GRADE WEST PERIMETER WALL AREA TOTAL WEST PERIMETER WALL AREA BELOW NATURAL GRADE TOTAL PERIMETER WALL AREA TOTAL PERIMETER WALL AREA BELOW NATURAL GRADE % TOTALPERIMETER WALL AREA BELOW NATURAL GRADE MINIMUM PERCENT ALLOWED SUB-BASEMENT EXHIBIT CALCULATIONS NORTH PERIMETER WALL AREA TOTAL NORTH PERIMETER WALL AREA BELOW NATURAL GRADE SOUTH PERIMETER WALL AREA TOTAL SOUTH PERIMETER WALL AREA BELOW NATURAL GRADE EAST PERIMETER WALL AREA TOTAL EAST PERIMETER WALL AREA BELOW NATURAL GRADE WEST PERIMETER WALL AREA TOTAL WEST PERIMETER WALL AREA BELOW NATURAL GRADE TOTAL PERIMETER WALL AREA TOTAL PERIMETER WALL AREA BELOW NATURAL GRADE % TOTAL PERIMETER WALL AREA BELOW NATURAL GRADE MINIMUM PERCENT ALLOWED 722 SF 0 SF 722 SF 722 SF 760 SF 733 SF 760 SF 580 SF 2,964 SF 2,035 SF 68.6 % 50 % 442 SF 120 SF 442 SF 442 SF 544 SF 544 SF 544 SF 544 SF 1,972 SF 1,650 SF 83.7 % 50 % BASEMENT EAST ELEVATION PERIMETER WALL 732 SF BELOW GRADE OF 760 SF TOTAL WALL AREA 96.3% BELOW GRADE SUB BASEMENT EAST ELEVATION PERIMETER WALL 544 SF BELOW GRADE OF 544 SF TOTAL WALL AREA 100% BELOW GRADE 2 EAST ELEVATION - BASEMENT EXHIBIT 1/4" = 1'-0" 12 4 12 4 C1 N BASEMENT WEST ELEVATION PERIMETER WALL 243 SF BELOW GRADE OF 360 SF TOTAL WALL AREA 67.5% BELOW GRADE BASEMENT WEST ELEVATION PERIMETER WALL (BEYOND) 337 SF BELOW GRADE OF 400 SF TOTAL WALL AREA 84.3% BELOW GRADE SUB BASEMENT WEST ELEVATION PERIMETER WALL 544 SF BELOW GRADE OF 544 SF TOTAL WALL AREA 100% BELOW GRADE 1 WEST ELEVATION - BASEMENT EXHIBIT 1/4" = 1'-0" PROJECT MEADOWBANK RESIDENCE 3706 MEADDOWBANK DRIVE AUSTIN, TEXAS 78703 CLIENT DAVID AND STEPHANIE GOODMAN GENERAL CONTRACTOR TRIPATHI BUILDER CONTACT: DIVIT TRIPATHI EMAIL: divit@tripathibuilder.com PHONE: 512-689-1444 PROJECT DESIGNER MATT GARCIA DESIGN CONTACT: MATT GARCIA EMAIL: mattgarciadesign@gmail.com PHONE: 210-861-0978 INTERIOR DESIGNER LEIGH CHIU DESIGNS CONTACT: LEIGH CHIU PHONE: 512-454-9400 STRUCTURAL ENGINEER DUFFY ENGINEERING CONTACT: KERRY CRANE EMAIL: kerry@duffyengineering.com PHONE: 512-402-0074 GEOTECHNICAL ENGINEER HOLT ENGINEERING CONTACT: NOAH McILHON EMAIL: noah@holteng.com PHONE: 512-447-8166 ARBORIST HERITAGE TREE CARE CONTACT: VINCENT DEBROCK EMAIL: vincent@txheritagetreecare.com PHONE: 512-921-8452 LANDSCAPE ARCHITECT THOMPSON + HANSON CONTACT: LANCE THOMPSON EMAIL: lance@thompsonhanson.com PHONE: 512-327-7424 MECHANICAL CONSULTANTS CES CONTACT: VISH HARIHARAPUTRAN EMAIL: vish@ceseng.com PHONE: 210-686-1614 The drawings and written material herein constitue original work of the designer, and as an intellectual property and instruments of service, are subject to copyright and may not be reproduced, distributed, published or used in any way without the written express consent of the designer. ISSUE FOR PERMIT - 02 05 2025 REVISIONS 1 XXXXX TITLE BASEMENT EXEMPTION EXHIBIT DATE FEBRUARY 05 2025 SHEET 2.5 ITEM04/2212 4 12 4 Z EGRESS A1 EGRESS B1 J 32 EGRESS K L M C 09 EGRESS 14 EGRESS 15 EGRESS 26 EGRESS BASEMENT SOUTH ELEVATION PERIMETER WALL 0 SF BELOW GRADE OF 722 SF TOTAL WALL AREA 0% BELOW GRADE 47 EGRESS D1 SUB BASEMENT EAST ELEVATION PERIMETER WALL 120 SF BELOW GRADE OF 442 SF TOTAL WALL AREA 27.1% BELOW GRADE 2 NORTH ELEVATION - BASEMENT EXHIBIT 1/4" = 1'-0" 12 4 12 4 12 4 12 4 Q R U 27 BASEMENT NORTH ELEVATION PERIMETER WALL (BEYOND) 473 SF BELOW GRADE OF 473 SF TOTAL WALL AREA 100% BELOW GRADE BASEMENT NORTH ELEVATION PERIMETER WALL 249 SF BELOW GRADE OF 249 SF TOTAL WALL AREA 100% BELOW GRADE 1 SOUTH ELEVATION - BASEMENT EXHIBIT 1/4" = 1'-0" WUB BASEMENT NORTH ELEVATION PERIMETER WALL (BEYOND) 442 SF BELOW GRADE OF 442 SF TOTAL WALL AREA 100% BELOW GRADE BASEMENT EXHIBIT NOTES 1. PER LAND DEVELOPMENT CODE, CHAPTER 25-2, SUBCHAPTER F, ARTICLE 3.3.3.B.- BASEMENTS MAY BE EXCLUDED FROM GROSS FLOOR AREA CALCULATIONS IF: 1) THE HABITAL PORTION OF A BUILDING THAT IS BELOW GRADE DOES NOT EXTEND BEYOND THE FIRST-STORY FOOTPRINT AND IS: A) BELOW NATURAL OR FINISH GRADE, WHICHEVER IS LOWER; AND B) SURROUNDED BY NATURAL GRADE FOR AT LEASE 50% OF IT'S PERIMETER WALL AREA, IF THE HABITABLE PORTION IS REQUIRED TO BE BELOW NATURAL GRADE UNDER PARAGRAPH 1.A. 2) 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. MATT GARCIA DESIGN 1010-B W LYNN STREET AUSTIN, T E X A S 78703 TELEPHONE 210.861.0978 www.mattgarciadesign.com BASEMENT EXHIBIT CALCULATIONS NORTH PERIMETER WALL AREA TOTAL NORTH PERIMETER WALL AREA BELOW FINISH GRADE SOUTH PERIMETER WALL AREA TOTAL SOUTH PERIMETER WALL AREA BELOW NATURAL GRADE EAST PERIMETER WALL AREA TOTAL EAST PERIMETER WALL AREA BELOW NATURAL GRADE WEST PERIMETER WALL AREA TOTAL WEST PERIMETER WALL AREA BELOW NATURAL GRADE TOTAL PERIMETER WALL AREA TOTAL PERIMETER WALL AREA BELOW NATURAL GRADE % TOTALPERIMETER WALL AREA BELOW NATURAL GRADE MINIMUM PERCENT ALLOWED SUB-BASEMENT EXHIBIT CALCULATIONS NORTH PERIMETER WALL AREA TOTAL NORTH PERIMETER WALL AREA BELOW FINISH GRADE SOUTH PERIMETER WALL AREA TOTAL SOUTH PERIMETER WALL AREA BELOW NATURAL GRADE EAST PERIMETER WALL AREA TOTAL EAST PERIMETER WALL AREA BELOW NATURAL GRADE WEST PERIMETER WALL AREA TOTAL WEST PERIMETER WALL AREA BELOW NATURAL GRADE TOTAL PERIMETER WALL AREA TOTAL PERIMETER WALL AREA BELOW NATURAL GRADE % TOTAL PERIMETER WALL AREA BELOW NATURAL GRADE MINIMUM PERCENT ALLOWED 722 SF 0 SF 722 SF 722 SF 760 SF 733 SF 760 SF 580 SF 2,964 SF 2,035 SF 68.6 % 50 % 442 SF 120 SF 442 SF 442 SF 544 SF 544 SF 544 SF 544 SF 1,972 SF 1,650 SF 83.7 % 50 % PROJECT MEADOWBANK RESIDENCE 3706 MEADDOWBANK DRIVE AUSTIN, TEXAS 78703 CLIENT DAVID AND STEPHANIE GOODMAN GENERAL CONTRACTOR TRIPATHI BUILDER CONTACT: DIVIT TRIPATHI EMAIL: divit@tripathibuilder.com PHONE: 512-689-1444 PROJECT DESIGNER MATT GARCIA DESIGN CONTACT: MATT GARCIA EMAIL: mattgarciadesign@gmail.com PHONE: 210-861-0978 INTERIOR DESIGNER LEIGH CHIU DESIGNS CONTACT: LEIGH CHIU PHONE: 512-454-9400 STRUCTURAL ENGINEER DUFFY ENGINEERING CONTACT: KERRY CRANE EMAIL: kerry@duffyengineering.com PHONE: 512-402-0074 GEOTECHNICAL ENGINEER HOLT ENGINEERING CONTACT: NOAH McILHON EMAIL: noah@holteng.com PHONE: 512-447-8166 ARBORIST HERITAGE TREE CARE CONTACT: VINCENT DEBROCK EMAIL: vincent@txheritagetreecare.com PHONE: 512-921-8452 LANDSCAPE ARCHITECT THOMPSON + HANSON CONTACT: LANCE THOMPSON EMAIL: lance@thompsonhanson.com PHONE: 512-327-7424 MECHANICAL CONSULTANTS CES CONTACT: VISH HARIHARAPUTRAN EMAIL: vish@ceseng.com PHONE: 210-686-1614 The drawings and written material herein constitue original work of the designer, and as an intellectual property and instruments of service, are subject to copyright and may not be reproduced, distributed, published or used in any way without the written express consent of the designer. ISSUE FOR PERMIT - 02 05 2025 REVISIONS 1 XXXXX TITLE BASEMENT EXEMPTION EXHIBIT DATE FEBRUARY 05 2025 SHEET 2.6 ITEM04/23ITEM04/24ITEM04/25ITEM04/26ITEM04/27 Property zoned as SF-3-NP. The setbacks enforced by zoning are: 25’ front setback 10’ rear setback 5’ side setback - - - - Additionally, please be aware of the sewar easement Property located in West Austin Neighborhood Group NP. Please be aware of the neighborhood tools that apply: Impervious Cover and Parking Placement LDC 25-2-1603 - - Garage Placement LCD 25-2-1604 Expired Permits: There are expired permits on this lot. 2009 139843 EP, 2009 139843 PP Please complete the Acknowledgement of Expired Permits form at the provided link and send it with your submittal package. https://www.austintexas.gov/sites/default/files/files/Development Services/RES AcknowledgementOfExpiredPermits.p df Page 2 of 2 ITEM04/28ITEM04/29ITEM04/30ITEM04/31ITEM04/32ITEM04/33ITEM04/34