D-1 C15-2021-0100 PRESENTATION

Board of Adjustment – Nov. 8, 2021

D-1 C15-2021-0100 PRESENTATION — original pdf

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PRESENTING TO BOA: PROJECT DEVELOPER TEAM- IAN M. ELLIS, AIA, NCARB, RID PRINCIPAL ARCHICTECT- SARAH JOHNSON, AIA, RID KINNEY AVE BOA Variance Package Case Number 2021-000085 BA October 21, 2021 D-1/1-PRESENTATIONVARIANCE REQUEST D-1/2-PRESENTATIONSECTION B.2. A MINIMUM LOT SIZE 5,750 SQ FT - EXISTING 5,464 SF VARIANCE REQUESTED 2 STORY RESIDENCE PROPOSED FFE = 533.16' 2 STORY A.A.G = 531.72' RESIDENCE DS R E T N A L P L E E T S 5' - 5 1/2" 1' - 0" 5' - 0" 1' - 0" 7' x 3' 6" PAVERS WITH 2" SPACING SETBACKS & HEIGHT* *** TOTALS AND PERCENTAGES LISTED APPLY TO OUR EXISTING SUBSTANDARD LOT AREA MAXIMUM HEIGHT MINIMUM SETBACKS FRONT YARD INTERIOR SIDE YARD REAR YARD 35’ 25’ 5’ 10’ ZONING SUBSTANDARD LOT- § 25-2-943 B.2 SECTION B.2. B MINIMUM LOT WIDTH 50 FT - EXISTING 61’-7” COMPLIANT RESIDENTIAL DESIGN STANDARDS - SF-3-NP SIDE - 15’ ABOVE GRADE AT 45º REAR - 15’ ABOVE GRADE AT 45º SETBACK PLANES COMPLIANT COMPLIANT SIDE WALL ARTICULATION MAX 36’ LENGTH COMPLIANT BUILDABLE AREA 5,464 SF IMPERVIOUS COVER - 45% FAR (ZONING 25-2 § 2.1) 2,297 SF (> 2300 SF) ** CALCULATION BASED ON GREATER OF .4:1 OR 2,300 SF TOTAL LOT AREA 1ST FLOOR CONDITIONED 1,014 SF 2ND FLOOR CONDITIONED 1,262 SF GARAGE 221 SF ( EXEMPT -200 SF) PORCH 105 SF ( EXEMPT) 2,394 SF (43.8%) COMPLIANT COMPLIANT TOTAL 2,297 SF COMPLIANT M P 1 0 : 7 5 : 2 1 1 2 0 2 / 0 1 / 9 : d e t n i r P CRZ 1/2 CRZ 1/4 CRZ COA REQUIRED PARKING X X X X X X DS X ' 8 6 . 7 8 E " 8 4 8 2 ° 8 5 S ' X I E N L Y T R E P O R P X K C A B T E S D R A Y R O R E T N I I ' 5 E O DS E E O X X X CL X E O SETBACK 5’ 5' - 0" 7' - 2 1/2" E O E O PROPOSED NEW AC PAD PROPOSED NEW POOL PAD NEW FRENCH DRAIN PROPOSED WOOD FENCE LINE OF UNDERGROUND PIPED DOWNSPOUT CONNECTION TO DAYLIGHT PROPOSED NEW ELECTRIC METER PROPOSED NEW BUILDING FOOTPRINT EXISTING WOOD FENCE TO BE REMOVED PROPOSED WOOD FENCE E O 531.90 E O E O " 0 - ' 4 E O EXISTING SIDEWALK TO REMAIN E O NEW DRIVEWAY APPROACH WITH CURB CUT TO MEET COA TYPE 1 DRIVEWAY STANDARD 530.91 18" HACKBERRY X X X X S 29°08'18" W 62.19' X PROPERTY LINE X PROPOSED WOOD FENCE X X X CONC SITE WALL 531' A.A.G LOW PT 531'-0" ’ 0 1 ROOF OVERHANG PROJECTION SECOND LEVEL PROJECTION 10' REAR YARD SETBACK 12' - 9 7/8" 532' 12' - 0 1/8" EXISTING GRASS ALLEY PROPOSED WOOD FENCE OPEN TRELLIS ABOVE NEIGHBORING PROPERTY LINE GRAVEL PLANTING AREA X " 0 - ' 2 2 POOL PROPOSED CONCRETE PAVERS WITH GRAVEL INFILL LINE OF UNDERGROUND PIPED DOWNSPOUT CONNECTION TO DAYLIGHT 1/2 CRZ NEW FRENCH DRAIN PROPOSED CONCRETE PAVERS WITH GRAVEL INFILL, NOT TO EXTEND BEYOND SETBACK LINE NEW FRENCH DRAIN LINE OF UNDERGROUND PIPED DOWNSPOUT CONNECTION TO DAYLIGHT 532.32 CL X K C A B T E S 1 0 ' - 0 " X X X X " 2 / 1 0 1 - ' 4 X X ' 3 6 . 8 8 W " 6 5 3 1 ° 8 5 N ' I E N L Y T R E P O R P K C A B T E S D R A Y R O R E T N I I ' 5 G CRZ 1/4 CRZ 22" ELM EXISTING GAS METER TO REMAIN EXISTING GRASS ALLEY STAGING LOCATIONS PROPOSED WOOD FENCE " 2 / 1 6 - ' 0 1 PROPOSED CEMENT PAVERS WITH GRAVEL INFILL, NOT TO EXTEND BEYOND PROPERTY LINE PATIO C CONCRETE 533' - 1 1/2" DECK B CONCRETE / " 4 1 4 - ' 4 1 " 6 - ' 2 1 " 0 - ' 7 STEEL PLANTER PORCH A CONCRETE DS 3' x 1' 10" WITH 2" SPACING 4' - 9" 1' - 0" 6' - 0" A.A.G HIGH PT 532'-5" CRZ 1/2 CRZ 1/4 CRZ ENTRY F CONCRETE PAVERS NEW CONCRETE LANDSCAPE WALL 28' - 6 1/2" WM WD FENCE GATE COVERED PORCH PLAY AREA G GRASS CONC SITE WALL 5’ SETBACK 5' - 0" DUMPSTER PORTABLE TOILET 25' FRONT YARD SETBACK WD FENCE GATE LINE OF ROOF OVERHANG ABOVE FRONT GARDEN H CONCRETE PAVERS ON GRAVEL E O E O 532' " 0 - ' 5 2 COA REQUIRED PARKING DRIVEWAY D CONCRETE ’ 5 2 533' " 0 - ' 5 2 K C A B T E S 9' - 3" 2' - 0" 3' - 0" 2' - 0" 3' - 0" 2' - 0" 12' - 0" N 30°00'00" E 61.78' PROPERTY LINE 15" PECAN 533.16 KINNEY AVENUE EXISTING WATER METER TO REMAIN PLOT PLAN 1 1/8" = 1'-0" North 3 PRESENTERS: DEVELOPER- IAN M. ELLIS, AIA, NCARB, RID & ARCHITECT- SARAH JOHNSON, AIA, RID KINNEY AVE BOA VARIANCE- CASE NUMBER 2021-000085 BA - OCTOBER 21, 2021 GENERAL NOTES: 1. DO NOT SCALE DRAWINGS. EXPLICIT DIMENSION SHALL HAVE PRECEDENCE OVER SCALE. THESE DOCUMENTS HAVE BEEN FORMATTED TO BE PRINTED ON 24” X 36” SHEET SIZES, DRAWINGS PRINTED AT OTHER SIZES ARE NOT NECESSARILY TO SCALE. 2. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ALL OTHER EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF THE WORK AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 3. CONTRACTOR TO NOTIFY THE ARCHITECT IN WRITING IN THE EVENT OF A DISCREPANCY BETWEEN THE DRAWINGS AND THE FIELD CONDITIONS. IF IN THE COURSE OF CONSTRUCTION, A STRUCTURAL ISSUE EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THE DRAWINGS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT. SHOULD THE CONTRACTOR FAIL TO FOLLOW THIS PROCEDURE, THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THERE FROM. 4. ANY DAMAGE TO EXISTING AND OR NEW WORK IN PLACE BY THE CONTRACTOR’S OR SUBCONTRACTOR’S NEGLIGENCE SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER. 5. ALL NOTES ARE APPLICABLE TO ALL TRADES AND RESPECTIVE CONTRACTORS. ALL NOTES TO BE REVIEWED AND APPLIED TO RELATED BUILDING COMPONENTS. ALL SHEETS ARE TO BE REVIEWED AND ALL APPLICABLE NOTES TO BE APPLIED. GENERAL SITE PLAN NOTES: 1. REFERENCE SITE SURVEY FOR ADDITIONAL INFORMATION NOT SHOWN ON SITE PLAN. 2. ARCHITECTURAL SITE PLAN FOR COORDINATION PURPOSES ONLY. REFER TO CIVIL, LANDSCAPE / HARDSCAPE DRAWINGS FOR ALL DRIVEWAY, SITE WALLS, PLANTERS, PATHS, WATER FEATURES, ETC. AND ADDITIONAL SITE DESIGN REQUIREMETNS AND ADDITIONAL INFORMATION. 3. REFERENCE TREE PROTECTION PLAN FOR EXISTING TREES TO REMAIN AND PROTECTION REQUIREMENTS. 4. LOT SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET (5.2%). PROHIBITED DRAWINGS OR SWALES SHALL BE CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 1/4 INCH PER FOOT (2%) AWAY FROM THE BUILDING. 5. SURVEYOR SHALL LOCATE ALL BUILDINGS & ORIENTATIONS OF BUILDING BASED ON ARCHITECT'S C L L , E R U T C E T I H C R A S U K J A F T T A M DIGITAL FILE. F.A.R. NOTES: PLAN LEGEND 1. PLANTER BEDS NOT INCLUDED IN F.A.R. CALCULATIONS. 2. PORCH AREAS COMPLY WITH 25-2-333A AND ARE FULLY DEDUCTED FROM F.A.R. CALCULATIONS 3. THE PROPOSED ALLOWABLE F.A.R OF 2300 SF FOR THE PROPERTY IS PERMITTED UNDER SUBCHAPTER F SECTION 2.1- MAXIMUM DEVELOPMENT PERMITTED. STAGING AREA PROPOSED BUILDING FOOTPRINT PROPOSED NEW CONC PAVING WOOD DECK GRAVEL FENCE X OE X OE OE OVERHEAD POWER LINE Area 105 SF 221 SF 1,014 SF 1,262 SF 2,602 SF 9 SF 263 SF 105 SF 150 SF 1,014 SF 505 SF 63 SF 15 SF 49 SF 221 SF 2,394 SF AREA IMPERVIOUS FACTOR IMPERVIOUS AREA 9 SF 263 SF 105 SF 150 SF 1,014 SF 505 SF 63 SF 15 SF 49 SF 221 SF 2,394 SF 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% (25-2 f) CALCULATED AREA DEDUCTION AREA 1,014 SF 1,262 SF 221 SF 105 SF 2,602 SF 0 SF 0 SF 200 SF 105 SF 1,014 SF 1,262 SF 21 SF 0 SF 2,297 SF SYMBOLS LEGEND E NEW/RELOCATED ELECTRICAL METER WM EXISTING WATER METER G EXISTING GAS METER LOCATION CO WASTEWATER CLEANOUT TOTAL BUILDING AREA Name COVERED PORCH GARAGE LEVEL 1 - CONDITIONED LEVEL 2 - CONDITONED TOTAL BUILDING AREA IMPERVIOUS COVER NAME AC PAD CONCRETE PATIO COVERED PORCH DRIVEWAY LEVEL 1 - CONDITIONED PAVERS POOL COPING POOL PAD SITE WALL GARAGE TOTAL IMPERVIOUS COVER GROSS FLOOR AREA NAME 1ST FLOOR CONDITIONED AREA - ADDED 2ND FLOOR CONDITIONED AREA - ADDED GARAGE PORCH CALCULATED F.A.R. TREE SCHEDULE NOT PROTECTED 15" PECAN PECAN 18" HACKBERRY HACKBERRY PROTECTED 22" ELM ELM 15" 18" 22" PROPERTY AREA FLOOR AREA F.A.R. FLOOR AREA F.A.R. 5,461 SF 2,300 SF 42.1% 2,297 SF 42.1% ALLOWABLE PROPOSED NUM TYPE TRUNK DIAM CRZ DIAM CRZ AREA CRZ IMPACT IMPACT % 30' - 0" 36' - 0" 707 SF 1,017 SF 43 SF 123 SF 6.1% 12.1% 44' - 0" 1,520 SF 12 SF 0.8% 900 EAST 6TH STREET SUITE 100 AUSTIN, TX 78702 TEL: 512.432.5137 www.mfarchitecture.com E C N E D I S E R . E V A Y E N N I K E L T I T T C E J O R P E V A Y E N N I K 3 0 0 1 4 0 7 8 7 X T , N I T S U A T H T A M E W L. F A J K U S 206 5 2 09.10.2021 L A E S These plans, drawings and specifications are the property of Matt Fajkus Architecture and any use and/or reuse thereof in part or in whole without the written permission of the Architect is prohibited. Copyright © 2021 Matt Fajkus Architecture SHEET PRINT DATE: 09/10/2021 REVISIONS Date Description PROJECT NUMBER: 21139 CURRENT PHASE: PERMIT DRAWING TITLE: PLAN, DEMO AND PLOT A0.2P mfarchitecture N O I T A M R O F N I T E E H S NEIGHBORING PROPERTY LINE IMPERVIOUS COVER PERCENTAGE PROPERTY AREA AREA IMP % AREA IMP % 5,461 SF 2,457 SF 45% 2,394 SF 43.8% ALLOWABLE PROPOSED D-1/3-PRESENTATIONPROPOSED MASSING D-1/4-PRESENTATION2 story Gable Roof Carved-out ground floor Slit opening Plug-ins Site Specific responses PROPOSED DESIGN 4BED 3 BATH 1 CAR GARAGE EXTERIOR RENDERINGS D-1/5-PRESENTATIONVARIANCE SUPPORT DOCUMENTATION D-1/6-PRESENTATIONAPPROXIMATE LOT LOCATION TO ORIGI- NAL PLAT ORIGINAL PLAT 7 PRESENTERS: DEVELOPER- IAN M. ELLIS, AIA, NCARB, RID & ARCHITECT- SARAH JOHNSON, AIA, RID KINNEY AVE BOA VARIANCE- CASE NUMBER 2021-000085 BA - OCTOBER 21, 2021 D-1/7-PRESENTATIONKINNEY AVENUE RESIDENCE 1003 KINNEY AVENUE, AUSTIN, TX, 78704 PROPERTY INFORMATION SHEET INDEX 1003 Kinney Avenue, Austin, TX, Texas 78704 0102040217 S 1/2 OF LOT 1-2 BLK 1 BARTON SPRINGS PARK SF-3 5,461 SF PROPERTY ZONING INFORMATION LOCATION TAX PARCEL ID LEGAL DESCRIPTION ZONING DISTRICT LOT AREA NEIGHBORHOOD PLAN AREA HISTORIC DISTRICT S.M.A.R.T HOUSING GREEN BUILDING REQUIREMENT AIRPORT OVERLAY ZONE SEPTIC SYSTEM EXCEEDS 3,600 SF UNDER ROOF EROSION HAZARD ZONE WITHIN 100' OF 100-YEAR FLOODPLAIN (AT 467.61') TREES 19" OR GREATER PRE-DEVELOPMENT CONSTURCTION FOR TREE REVIEW PROPOSED IMPACT TO TREES CAPITAL VIEW CORRIDOR RESIDENTIAL DESIGN COMPATIBILITY STANDARDS (LDC 25-2 SUBCHAPTER F) SITE HAVE THE FOLLOWING: WATER AVAILABILITY WASTEWATER AVAILABILITY HAVE OR WILL HAVE AUXILIARY WATER SOURCE SITE REQUIRE +/- 4' OF FILL WATERFRONT OVERLAY LAKE AUSTIN OVERLAY FRONT PAVED STREET ADJACENT TO PAVED ALLEY BOARD OF ADJUSTMENT (BOA) VARIANCE NO NO NO NO NO NO NO NO YES, (1) YES 19.8 NO YES YES YES NO NO NO NO YES NO NO TOTAL NEW/ADDED BUILDING AREA GREATER THAN 5,000 SF NO EXISTING USE PRPOSED USE PROJECT TYPE PART OF ALL OF AN EXISTING EXTERIOR WALL, STRUCTURE, OR ROOF BE REMOVED EXISTING BEDROOMS BEDROOMS UPON COMPLETION BATHS EXISTING BATHS UPON COMPLETION 0 4 0 3 SINGLE-FAMILY RESIDENTIAL SINGLE-FAMILY RESIDENTIAL NEW CONSTRUCTION YES ARCHITECTURE A0.0P A0.1P A0.2P A0.4P A0.5P A0.6P A1.1P A1.2P A2.0P A2.1P STRUCTURAL S0.00 S0.1 S1 S2 S3 S3.1 S3.2 S4 S5 S5.1 S6 S6.1 S6.2 GENERAL INFORMATION SURVEY PLAN, DEMO AND PLOT PLAN, TREE PROTECTION PLAN, VISITABILITY EXHIBIT, SETBACK PLANE PLAN, FLOOR - LEVEL 1 PLAN, FLOOR - LEVEL 2 ELEVATIONS, BUILDING ELEVATIONS, BUILDING STRUCTURAL NOTES CHEMICAL INJECTION PLAN FOUNDATION PLAN STRUCTURAL DETAILS 1ST FLOOR CEILING FRAMING 2ND FLOOR CEILING FRAMING FRAMING DETAILS ROOF FRAMING 1ST FLOOR WIND BRACING PLAN 2ND FLOOR WIND BRACING PLAN SECTION DETAILS FRAMING DETAILS FRAMING DETAILS PROJECT DESCRIPTION: TWO STORY RESIDENCE WITH SINGLE CAR GARAGE FOR 1 VEHICLE. WOOD-FRAMED BUILDING SITS UPON CONCRETE SLAB FOUNDATION WITH STUCCO CEMENTIOUS SIDING, AND WOOD SIDING. GABLE ROOF AND DORMERS CONSISTS OF STANDING SEAM METAL ROOF. BUILDING HEIGHT: ASSUMED ELEVATION 100'-0" = MEAN SEA LEVEL ELEVATION 533.6'. BUILDING HIGH POINT: 563.22' AVERAGE ADJACENT GRADE: 531.72' BUILDING HEIGHT ZONING LIMIT: 31.5' < 35'-0" [OK] 1 Adopted Building Codes 2021 International Building Code - Local Amendments 2021 International Energy Code - Local Amendments 2021 International Fire Code - Local Amendments 2021 International Residential Code (IRC) - Local Amendments 2021 International Property Maintenance Code (PMC) - Local Amendments 2021 Uniform Mechanical Code (UMC) - Local Amendments 2021 Uniform Plumbing Code (UPC) - Local Amendments 2020 National Electrical Code - Local Amendments I C L L , E R U T C E T H C R A S U K J A F T T A M 900 EAST 6TH STREET SUITE 100 AUSTIN, TX 78702 TEL: 512.432.5137 www.mfarchitecture.com E C N E D S E R I . E V A Y E N N K I I E L T T T C E J O R P E V A I Y E N N K 3 0 0 1 4 0 7 8 7 X T , N I T S U A L A E S These plans, drawings and specifications are the property of Matt Fajkus Architecture and any use and/or reuse thereof in part or in whole without the written permission of the Architect is prohibited. Copyright © 2021 Matt Fajkus Architecture SHEET PRINT DATE: 09/10/2021 REVISIONS Date 09/14/2021 Description REVISION 1 PROJECT NUMBER: 21139 CURRENT PHASE: PERMIT DRAWING TITLE: GENERAL INFORMATION A0.0P mfarchitecture I N O T A M R O F N I T E E H S DESIGN ARCHITECT Matt Fajkus Architecture, LLC STRUCTURAL ENGINEER SEC Solutions GENERAL CONTRACTOR Foursquare Builders 900 East 6th St., Suite 100 Austin TX, 78702 www.mfarchitecture.com 407 Forest st. Liberty Hill, TX 78642 sectexas.com 507 Walsh St. Austin, TX 78703 foursquarebuilders.com OWNER Molly Dev Co 3804 Island Way 7 Austin, TX 78746 Phone:512.432.5137 Contact:Ingrid Gonzalez Featherston Email:ingrid@mfarchitecture.com Phone:512.215.4364 Contact:Marcos Dequeiroga Email:marcos@sectexas.com Phone:512.944.4520 Contact:Wes Wigginton Email:wes@foursquarebuilders.com Phone:512.657.9423 Contact:Mark Harries Email:markjharries@gmail.com M A 6 5 : 2 4 : 8 1 2 0 2 / 4 1 / 9 : d e t n i r P MATTHEW L. FAJKUS206529.14.2021D-1/8-PRESENTATIONGENERAL NOTES: 1. DO NOT SCALE DRAWINGS. EXPLICIT DIMENSION SHALL HAVE PRECEDENCE OVER SCALE. THESE DOCUMENTS HAVE BEEN FORMATTED TO BE PRINTED ON 24” X 36” SHEET SIZES, DRAWINGS PRINTED AT OTHER SIZES ARE NOT NECESSARILY TO SCALE. 2. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ALL OTHER EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF THE WORK AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 3. CONTRACTOR TO NOTIFY THE ARCHITECT IN WRITING IN THE EVENT OF A DISCREPANCY BETWEEN THE DRAWINGS AND THE FIELD CONDITIONS. IF IN THE COURSE OF CONSTRUCTION, A STRUCTURAL ISSUE EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THE DRAWINGS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT. SHOULD THE CONTRACTOR FAIL TO FOLLOW THIS PROCEDURE, THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THERE FROM. 4. ANY DAMAGE TO EXISTING AND OR NEW WORK IN PLACE BY THE CONTRACTOR’S OR SUBCONTRACTOR’S NEGLIGENCE SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER. 5. ALL NOTES ARE APPLICABLE TO ALL TRADES AND RESPECTIVE CONTRACTORS. ALL NOTES TO BE REVIEWED AND APPLIED TO RELATED BUILDING COMPONENTS. ALL SHEETS ARE TO BE REVIEWED AND ALL APPLICABLE NOTES TO BE APPLIED. I C L L , E R U T C E T H C R A S U K J A F T T A M 900 EAST 6TH STREET SUITE 100 AUSTIN, TX 78702 TEL: 512.432.5137 www.mfarchitecture.com E C N E D S E R I . E V A Y E N N K I I E L T T T C E J O R P E V A I Y E N N K 3 0 0 1 4 0 7 8 7 X T , N I T S U A L A E S These plans, drawings and specifications are the property of Matt Fajkus Architecture and any use and/or reuse thereof in part or in whole without the written permission of the Architect is prohibited. Copyright © 2021 Matt Fajkus Architecture SHEET PRINT DATE: 09/10/2021 REVISIONS Date Description PROJECT NUMBER: 21139 CURRENT PHASE: PERMIT DRAWING TITLE: SURVEY I N O T A M R O F N I T E E H S A0.1P mfarchitecture AS BUILT SURVEY 1 1" = 20'-0" M P 1 5 : 6 5 : 2 1 1 2 0 2 / 0 1 / 9 : d e t n i r P MATTHEW L. FAJKUS2065209.10.2021D-1/9-PRESENTATIONPROPOSED WOOD FENCE X S 29°08'18" W 62.19' X PROPERTY LINE X X X X CONC SITE WALL ROOF OVERHANG PROJECTION SECOND LEVEL PROJECTION 10' REAR YARD SETBACK 12' - 9 7/8" 532' 12' - 0 1/8" EXISTING GRASS ALLEY PROPOSED WOOD FENCE OPEN TRELLIS ABOVE NEIGHBORING PROPERTY LINE GRAVEL PLANTING AREA X " 0 - ' 2 2 POOL PROPOSED CONCRETE PAVERS WITH GRAVEL INFILL LINE OF UNDERGROUND PIPED DOWNSPOUT CONNECTION TO DAYLIGHT 1/2 CRZ NEW FRENCH DRAIN CRZ 1/4 CRZ 22" ELM CRZ 1/2 CRZ 1/4 CRZ 530.91 18" HACKBERRY X X X 532.32 X CL K C A B T E S 1 0 ' - 0 " X X X X " 2 / 1 0 1 - ' 4 X X ' 3 6 . 8 8 W " 6 5 3 1 ° 8 5 N ' I E N L Y T R E P O R P K C A B T E S D R A Y R O R E T N I I ' 5 G 531' A.A.G LOW PT 531'-0" X X X X X X DS X ' 8 6 . 7 8 E " 8 4 8 2 ° 8 5 S ' X I E N L Y T R E P O R P X K C A B T E S D R A Y R O R E T N I I ' 5 E O DS E E O X X X CL X E O SETBACK 5' - 0" 7' - 2 1/2" E O E O PROPOSED NEW AC PAD PROPOSED NEW POOL PAD NEW FRENCH DRAIN PROPOSED WOOD FENCE LINE OF UNDERGROUND PIPED DOWNSPOUT CONNECTION TO DAYLIGHT PROPOSED NEW ELECTRIC METER PROPOSED NEW BUILDING FOOTPRINT EXISTING WOOD FENCE TO BE REMOVED PROPOSED WOOD FENCE 2 STORY RESIDENCE FFE = 533.16' A.A.G = 531.72' DS R E T N A L P L E E T S 5' - 5 1/2" 1' - 0" 5' - 0" 1' - 0" 7' x 3' 6" PAVERS WITH 2" SPACING COA REQUIRED PARKING WD FENCE GATE COVERED PORCH 25' FRONT YARD SETBACK WD FENCE GATE LINE OF ROOF OVERHANG ABOVE FRONT GARDEN H CONCRETE PAVERS ON GRAVEL PATIO C CONCRETE 533' - 1 1/2" DECK B CONCRETE " 4 / 1 4 - ' 4 1 " 6 - ' 2 1 " 0 - ' 7 STEEL PLANTER PORCH A CONCRETE DS 3' x 1' 10" WITH 2" SPACING 4' - 9" 1' - 0" 6' - 0" A.A.G HIGH PT 532'-5" CRZ 1/2 CRZ 1/4 CRZ ENTRY F CONCRETE PAVERS NEW CONCRETE LANDSCAPE WALL 28' - 6 1/2" WM 9' - 3" 2' - 0" 3' - 0" 2' - 0" 3' - 0" 2' - 0" 12' - 0" N 30°00'00" E 61.78' PROPERTY LINE 15" PECAN 533.16 E O E O 532' " 0 - ' 5 2 COA REQUIRED PARKING DRIVEWAY D CONCRETE E O 531.90 E O E O " 0 - ' 4 E O EXISTING SIDEWALK TO REMAIN E O NEW DRIVEWAY APPROACH WITH CURB CUT TO MEET COA TYPE 1 DRIVEWAY STANDARD PLAY AREA G GRASS CONC SITE WALL SETBACK 5' - 0" DUMPSTER PORTABLE TOILET 533' " 0 - ' 5 2 K C A B T E S EXISTING GAS METER TO REMAIN EXISTING GRASS ALLEY STAGING LOCATIONS PROPOSED WOOD FENCE / " 2 1 6 - ' 0 1 PROPOSED CEMENT PAVERS WITH GRAVEL INFILL, NOT TO EXTEND BEYOND PROPERTY LINE KINNEY AVENUE EXISTING WATER METER TO REMAIN PROPOSED CONCRETE PAVERS WITH GRAVEL INFILL, NOT TO EXTEND BEYOND SETBACK LINE NEW FRENCH DRAIN LINE OF UNDERGROUND PIPED DOWNSPOUT CONNECTION TO DAYLIGHT NEIGHBORING PROPERTY LINE M P 1 0 : 7 5 : 2 1 1 2 0 2 / 0 1 / 9 : d e t n i r P PLOT PLAN 1 1/8" = 1'-0" North I C L L , E R U T C E T H C R A S U K J A F T T A M GENERAL NOTES: 1. DO NOT SCALE DRAWINGS. EXPLICIT DIMENSION SHALL HAVE PRECEDENCE OVER SCALE. THESE DOCUMENTS HAVE BEEN FORMATTED TO BE PRINTED ON 24” X 36” SHEET SIZES, DRAWINGS PRINTED AT OTHER SIZES ARE NOT NECESSARILY TO SCALE. 2. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ALL OTHER EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF THE WORK AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 3. CONTRACTOR TO NOTIFY THE ARCHITECT IN WRITING IN THE EVENT OF A DISCREPANCY BETWEEN THE DRAWINGS AND THE FIELD CONDITIONS. IF IN THE COURSE OF CONSTRUCTION, A STRUCTURAL ISSUE EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THE DRAWINGS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT. SHOULD THE CONTRACTOR FAIL TO FOLLOW THIS PROCEDURE, THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THERE FROM. 4. ANY DAMAGE TO EXISTING AND OR NEW WORK IN PLACE BY THE CONTRACTOR’S OR SUBCONTRACTOR’S NEGLIGENCE SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER. 5. ALL NOTES ARE APPLICABLE TO ALL TRADES AND RESPECTIVE CONTRACTORS. ALL NOTES TO BE REVIEWED AND APPLIED TO RELATED BUILDING COMPONENTS. ALL SHEETS ARE TO BE REVIEWED AND ALL APPLICABLE NOTES TO BE APPLIED. GENERAL SITE PLAN NOTES: 1. REFERENCE SITE SURVEY FOR ADDITIONAL INFORMATION NOT SHOWN ON SITE PLAN. 2. ARCHITECTURAL SITE PLAN FOR COORDINATION PURPOSES ONLY. REFER TO CIVIL, LANDSCAPE / HARDSCAPE DRAWINGS FOR ALL DRIVEWAY, SITE WALLS, PLANTERS, PATHS, WATER FEATURES, ETC. AND ADDITIONAL SITE DESIGN REQUIREMETNS AND ADDITIONAL INFORMATION. 3. REFERENCE TREE PROTECTION PLAN FOR EXISTING TREES TO REMAIN AND PROTECTION REQUIREMENTS. 4. LOT SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET (5.2%). PROHIBITED DRAWINGS OR SWALES SHALL BE CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 1/4 INCH PER FOOT (2%) AWAY FROM THE BUILDING. 5. SURVEYOR SHALL LOCATE ALL BUILDINGS & ORIENTATIONS OF BUILDING BASED ON ARCHITECT'S DIGITAL FILE. F.A.R. NOTES: 1. PLANTER BEDS NOT INCLUDED IN F.A.R. CALCULATIONS. 2. PORCH AREAS COMPLY WITH 25-2-333A AND ARE FULLY DEDUCTED FROM F.A.R. CALCULATIONS 3. THE PROPOSED ALLOWABLE F.A.R OF 2300 SF FOR THE PROPERTY IS PERMITTED UNDER SUBCHAPTER F SECTION 2.1- MAXIMUM DEVELOPMENT PERMITTED. PLAN LEGEND STAGING AREA PROPOSED BUILDING FOOTPRINT PROPOSED NEW CONC PAVING WOOD DECK GRAVEL FENCE X OE X OE OE OVERHEAD POWER LINE SYMBOLS LEGEND E NEW/RELOCATED ELECTRICAL METER WM EXISTING WATER METER G EXISTING GAS METER LOCATION CO WASTEWATER CLEANOUT TOTAL BUILDING AREA Name COVERED PORCH GARAGE LEVEL 1 - CONDITIONED LEVEL 2 - CONDITONED TOTAL BUILDING AREA IMPERVIOUS COVER NAME AREA AC PAD CONCRETE PATIO COVERED PORCH DRIVEWAY LEVEL 1 - CONDITIONED PAVERS POOL COPING POOL PAD SITE WALL GARAGE TOTAL IMPERVIOUS COVER Area 105 SF 221 SF 1,014 SF 1,262 SF 2,602 SF IMPERVIOUS AREA 9 SF 263 SF 105 SF 150 SF 1,014 SF 505 SF 63 SF 15 SF 49 SF 221 SF 2,394 SF IMPERVIOUS FACTOR 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 9 SF 263 SF 105 SF 150 SF 1,014 SF 505 SF 63 SF 15 SF 49 SF 221 SF 2,394 SF IMPERVIOUS COVER PERCENTAGE PROPERTY AREA AREA IMP % AREA IMP % 5,461 SF 2,457 SF 45% 2,394 SF 43.8% ALLOWABLE PROPOSED GROSS FLOOR AREA NAME 1ST FLOOR CONDITIONED AREA - ADDED 2ND FLOOR CONDITIONED AREA - ADDED GARAGE PORCH CALCULATED F.A.R. (25-2 f) DEDUCTION 0 SF 0 SF 200 SF 105 SF AREA 1,014 SF 1,262 SF 221 SF 105 SF 2,602 SF CALCULATED AREA 1,014 SF 1,262 SF 21 SF 0 SF 2,297 SF PROPERTY AREA FLOOR AREA F.A.R. FLOOR AREA F.A.R. 5,461 SF 2,300 SF 42.1% 2,297 SF 42.1% ALLOWABLE PROPOSED TREE SCHEDULE NUM TYPE TRUNK DIAM CRZ DIAM CRZ AREA CRZ IMPACT IMPACT % NOT PROTECTED 15" PECAN 18" HACKBERRY HACKBERRY PECAN PROTECTED 22" ELM ELM 15" 18" 22" 30' - 0" 36' - 0" 707 SF 1,017 SF 43 SF 123 SF 6.1% 12.1% 44' - 0" 1,520 SF 12 SF 0.8% I N O T A M R O F N I T E E H S 900 EAST 6TH STREET SUITE 100 AUSTIN, TX 78702 TEL: 512.432.5137 www.mfarchitecture.com E C N E D S E R I . E V A Y E N N K I I E L T T T C E J O R P E V A I Y E N N K 3 0 0 1 4 0 7 8 7 X T , N I T S U A L A E S These plans, drawings and specifications are the property of Matt Fajkus Architecture and any use and/or reuse thereof in part or in whole without the written permission of the Architect is prohibited. Copyright © 2021 Matt Fajkus Architecture SHEET PRINT DATE: 09/10/2021 REVISIONS Date Description PROJECT NUMBER: 21139 CURRENT PHASE: PERMIT DRAWING TITLE: PLAN, DEMO AND PLOT A0.2P mfarchitecture MATTHEW L. FAJKUS2065209.10.2021D-1/10-PRESENTATIONPROPOSE CONC FLATWORK NOT TO EXCEED 4" IN DEPTH AND TO COMPLY WITH COA TREE PRESERVATION CRITERIA ECM 3.5.2 CRZ 1/2 CRZ 1/4 CRZ 22" ELM R 5' - 6" R 1 1 ' - 0 " ' 3 6 . 8 8 W " 6 5 3 1 ° 8 5 N ' I E N L Y T R E P O R P CRZ 1/2 CRZ 1/4 CRZ 531' 530.91 R 9' - 0" 18" HACKBERRY 532.32 S 29°08'18" W 62.19' PROPERTY LINE ROOF OVERHANG PROJECTION SECOND LEVEL PROJECTION 532' ' 8 6 . 7 8 E " 8 4 8 2 ° 8 5 S ' I E N L Y T R E P O R P 2 STORY RESIDENCE FFE = 533.16' A.A.G = 531.72' R E T N A L P L E E T S STEEL PLANTER E E O E O E O E O 532' E O E O E O E O 531.90 E O E O E O E O FENCE PROTECTION PRIOR TO CLEARING, GRADING, AND INSTALLING FROUNDATION 533' CRZ 1/2 CRZ 1/4 CRZ WM N 30°00'00" E 61.78' PROPERTY LINE 15" PECAN R 7 ' - 6 " 533.16 PROPOSE CONC FLATWORK NOT TO EXCEED 4" IN DEPTH AND TO COMPLY WITH COA TREE PRESERVATION CRITERIA ECM 3.5.2 TREE PLAN 1 1/8" = 1'-0" KINNEY AVENUE TREE PLAN LEGEND BUILDING FOOTPRINT TREE MULCH PROTECTED, AREA REFERENCE CITY OF AUSTIN TREE PROTECTION NOTES FOR COMPLETE INFORMATION CRZ ENCROACHMENT, REFERENCE CITY OF AUSTIN TREE PROTECTION NOTES FOR COMPLETE INFORMATION X X X TREE PROTECTION FENCE, REFERENCE CITY OF AUSTIN TREE PROTECTION NOTES FOR COMPLETE INFORMATION TREE TO REMAIN TREE TO BE REMOVED I C L L , E R U T C E T H C R A S U K J A F T T A M 900 EAST 6TH STREET SUITE 100 AUSTIN, TX 78702 TEL: 512.432.5137 www.mfarchitecture.com E C N E D S E R I . E V A Y E N N K I I E L T T T C E J O R P E V A I Y E N N K 3 0 0 1 4 0 7 8 7 X T , N I T S U A GENERAL NOTES: 1. DO NOT SCALE DRAWINGS. EXPLICIT DIMENSION SHALL HAVE PRECEDENCE OVER SCALE. THESE DOCUMENTS HAVE BEEN FORMATTED TO BE PRINTED ON 24” X 36” SHEET SIZES, DRAWINGS PRINTED AT OTHER SIZES ARE NOT NECESSARILY TO SCALE. 2. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ALL OTHER EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF THE WORK AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 3. CONTRACTOR TO NOTIFY THE ARCHITECT IN WRITING IN THE EVENT OF A DISCREPANCY BETWEEN THE DRAWINGS AND THE FIELD CONDITIONS. IF IN THE COURSE OF CONSTRUCTION, A STRUCTURAL ISSUE EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THE DRAWINGS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT. SHOULD THE CONTRACTOR FAIL TO FOLLOW THIS PROCEDURE, THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THERE FROM. 4. ANY DAMAGE TO EXISTING AND OR NEW WORK IN PLACE BY THE CONTRACTOR’S OR SUBCONTRACTOR’S NEGLIGENCE SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER. 5. ALL NOTES ARE APPLICABLE TO ALL TRADES AND RESPECTIVE CONTRACTORS. ALL NOTES TO BE REVIEWED AND APPLIED TO RELATED BUILDING COMPONENTS. ALL SHEETS ARE TO BE REVIEWED AND ALL APPLICABLE NOTES TO BE APPLIED. GENERAL TREE AND NATURAL AREA PROTECTION NOTES: 1. REFERENCE CITY OF AUSTIN TREE PROTECTION STANDARDS FOR COMPLETE INFORMATION AND REQUIREMENTS. 2. UTILITIES IN 1/2 CRZ TO HAVE TOP 30" OF SOIL AIR SPADED BY CERTIFIED ARBORIST. 3. LIMITS OF CONSTRUCTION TO BE BOUND BY PROPERTY LINES 4. SEE STRUCTURAL FOUNDATION DETAILS FOR ADDITIONAL CRZ REQUIREMENTS 5. ALL TREES AND NATURAL AREAS SHOWN ON PLAN TO BE PRESERVED SHALL BE PROTECTED DURING CONSTRUCTION WITH TEMPORARY FENCING. 6. PROTECTIVE FENCES SHALL BE ERECTED AS DETAILED FOR THE TREE PROTECTION, THE FENCE SHALL CONSIST OF 5 FT. TALL CHAIN LINK FENCING MATERIAL AND NON-MOVABLE POSTS INSTALLED AT 8 FT INTERVALS OR LESS. 7. PROTECTIVE FENCES SHALL BE INSTALLED PRIOR TO THE START OF ANY SITE PREPARATION WORK (CLEARING, GRUBBING, AND GRADING), AND SHALL BE MAINTAINED THROUGHOUT ALL PHASES OF THE PROJECT. 8. 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. 9. PROTECTIVE FENCES SHALL COMPLETELY SURROUND THE TREES OR GROUP OF TREES AND WILL BE LOCATED AT THE OUTERMOST LIMIT OF BRANCHES (DRIP LINE). SIGNS IN ENGLISH AND SPANISH, VISIBLE FROM ALL DIRECTIONS, SHALL BE PLACED ON THE FENCE TO INFORM WORKERS OF THE PURPOSE FOR THE BOUNDARY. 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 B. ROOT ZONE DISTURBANCES DUE TO GRADE CHANGES (GREATER THAN 6 INCHES CUT OR FILL) OR OF EQUIPMENT OR MATERIALS; TRENCHING NOT INDICATED ON PLANS; 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 FIRE, 10. EXCEPTIONS TO INSTALLING PROTECTIVE FENCES AT CRITICAL ROOT ZONES (THE CRITICAL ROOT ZONE IS DEFINED AS THE DRIPLINE OF THE TREE OR 12' RADIAL DISTANCE FROM THE TRUNK FOR EACH INCH OF TRUNK DIAMETER MEASURED AT 54" ABOVE GRADE) 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 FEET BEYOND THE AREA DISTURBED. B. WHERE PERMEABLE PAVING IS TO BE INSTALLED, ERECT THE FENCE AT THE OTHER LIMITS OF THE C. WHERE TREES ARE CLOSE TO PROPOSED BUILDINGS, ERECT THE FENCE NO CLOSER THAN 6' TO PERMEABLE PAVING AREA; THE BUILDING; 11. SPECIAL NOTE: FOR THE PROTECTION OF NATURAL AREAS, NO EXCEPTIONS TO INSTALLING FENCES AT THE LIMIT OF CONSTRUCTION LINE WILL BE PERMITTED. 12. WHERE ANY OF THE ABOVE EXCEPTIONS RESULT IN A FENCE BEING CLOSER THAN 5 FEET TO A TREE TRUNK, PROTECT THE TRUNK WITH STRAPPED-ON PLANKING TO A HEIGHT OF 8 FEET (OR TO THE LIMITS OF LOWER BRANCH) IN ADDITION TO THE REDUCED FENCING. 13. WHERE ANY OF THE ABOVE EXCEPTIONS RESULT IN AREAS OF UNPROTECTED ROOT ZONES, THOSE AREAS SHOULD BE COVERED WITH 8 INCHES OF COARSE ORGANIC MULCH TO MINIMIZE SOIL COMPACTION 14. ALL GRADING WITHIN PROTECTED ROOT ZONE AREAS SHALL BE DONE BY HAND OR WITH AN AIR SPACE TOOL TO MINIMIZE ROOT DAMAGE. PRIOR TO GRADING, RELOCATE PROTECTIVE FENCES TO 2 FEET BEHIND THE GRADE CHANGE AREA, IN NO CASE SHALL THE FENCING BE LOCATED CLOSER TO THE TREE TRUNK THAN SIX TIMES THE DIAMETER OF THE TRUNK. 15. ANY ROOTS EXPOSED, CUT, OR TORN BY CONSTRUCTION ACTIVITY SHALL BE PRUNED FLUSH WITH THE SOIL AND THE WOUND SHALL BE PAINTED WITH STANDARD TREE WOUND DRESSING. TREE WOUND DRESSING SHALL BE EITHER TREEKOTE AEROSOL OR TANGLEFOOT PRUNING SEALER (OR APPROVED EQUAL). 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 MINIMIZED WATER LOSS DUE TO EVAPORATION. 16. PRIOR TO EXCAVATION OR GRADE CUTTING WITHIN TREE DRIPLINES, MAKE A CLEAN CUT BETWEEN THE DISTURBED AND UNDISTURBED ROOT ZONES WITH A ROCK SAW OR SIMILAR EQUIPMENT TO MINIMIZE DAMAGE TO REMAINING ROOTS, SEVERED ROOTS ON THE UNDISTURBED SIDE OF THE EXCAVATION SHALL BE CUT CLEANLY AND PAINTED WITH STANDARD TREE WOUND DRESSING. 17. TREES MOST HEAVILY IMPACTED BY CONSTRUCTION ACTIVITIES SHOULD BE WATERED DEEPLY ONCE A WEEK DURING THE GROWING SEASON. THE WEEKLY TOTAL OF NATURAL RAINFALL AND SUPPLEMENTAL WATER SHOULD BE THE EQUIVALENT OF 1 INCH OR 750 GAL./1000 SQ. FT. TREE CROWNS SHOULD BE SPRAYED WITH WATER PERIODICALLY TO REDUCE DUST ACCUMULATION ON THE LEAVES. 18. ANY TRENCHING REQUIRED FOR THE INSTALLATION OF LANDSCAPE IRRIGATION SHALL BE PLACED AS FAR FROM EXISTING TREE TRUNKS AS POSSIBLE TRENCHING WITHIN THE 1/2 CRITICAL ROOT ZONE SHALL BE PERFORMED BY HAND EXCAVATION OR WITH AN AIR SPACE TOOL. 19. NO LANDSCAPE TOPSOIL DRESSING GREATER THAN 4 INCHES SHALL BE PERMITTED WITHIN THE DRIPLINE OF TREES. NO SOIL OR MULCH IS PERMITTED ON THE ROOT FLARE OF ANY TREE. 20. PRUNING TO PROVIDE CLEARANCE FOR STRUCTURES, VEHICULAR TRAFFIC AND EQUIPMENT SHALL TAKE PLACE BEFORE CONSTRUCTION BEGINS. 21. ALL FINISHED PRUNING MUST BE DONE ACCORDING TO RECOGNIZED, APPROVED STANDARDS OF THE INDUSTRY (REFERENCE THE NATIONAL ARBORIST ASSOCIATION PRUNING STANDARDS FOR SHADE TREES) 22. DEVIATIONS FROM THE ABOVE NOTES MAY RESULT IN FINES IF THERE IS SUBSTANTIAL NONCOMPLIANCE OR IF A TREE SUSTAINS DAMAGE AS A RESULT. 23. TREES APPROVED FOR REMOVAL SHALL BE REMOVED IN A MANNER WHICH DOES NOT IMPACT TREES TO BE PRESERVED OR THEIR ROOT ZONES. TREE SCHEDULE TREE SCHEDULE NUM TYPE TRUNK DIAM CRZ DIAM CRZ AREA CRZ IMPACT IMPACT % NOT PROTECTED 15" PECAN 18" HACKBERRY HACKBERRY PECAN PROTECTED 22" ELM ELM 15" 18" 22" 30' - 0" 36' - 0" 707 SF 1,017 SF 43 SF 123 SF 6.1% 12.1% 44' - 0" 1,520 SF 12 SF 0.8% L A E S These plans, drawings and specifications are the property of Matt Fajkus Architecture and any use and/or reuse thereof in part or in whole without the written permission of the Architect is prohibited. Copyright © 2021 Matt Fajkus Architecture SHEET PRINT DATE: 09/10/2021 REVISIONS Date Description PROJECT NUMBER: 21139 CURRENT PHASE: PERMIT DRAWING TITLE: PLAN, TREE PROTECTION I N O T A M R O F N I T E E H S A0.4P mfarchitecture M P 4 0 : 7 5 : 2 1 1 2 0 2 / 0 1 / 9 : d e t n i r P MATTHEW L. FAJKUS2065209.10.2021D-1/11-PRESENTATIONROOF OVERHANG PROJECTION SECOND LEVEL PROJECTION UP MILLWORK LIVING ROOM 9' - 0" 316 SF 100' - 0" OUTDOOR DECK D 99' - 11 1/2" K R O W L L I M N G L A I STORAGE 9' - 0" 33 SF DINING 9' - 0" 84 SF KITCHEN 9' - 0" 214 SF PATIO C 99' - 11 1/2" LANDING SLOPE 1/4" = 1'-0" ENTRY 9' - 0" 47 SF 100' - 0" A B C FRONT PORCH A 30" 99' - 11 1/2" PATIO B 99' - 11 1/2" VISITABLE ENTRANCE • DOOR 3'-6" x 8' 0" • VISITABLE NO STEP ENTRY MAX 1/2" BEVELED THRESHOLD • LANDING SLOPE 1/4"/FT MAX VISITABLE BATHROOM • DOOR 2'-8" x 7' 6" • 2X6 BLOCKING CENTERLINEAT 34" ABOVE FINISH FLOOR (EXCEPT BEHIND THE LAVATORY) GARAGE 9' - 0" 185 SF 3' - 3 5/8" MUDROOM 9' - 0" 35 SF " 0 3 GUEST BATH 9' - 0" 42 SF CLOSET ROD 1 TIER BEDROOM 9' - 0" 121 SF LINE OF ROOF ABOVE CONCRETE DRIVE STRIP 100' - 0" EXTERIOR VISITABLE ROUTE FIRST FLOOR VISITABLE ROUTE PLAN 1/4" = 1'-0" 1 VISITABILITY THRESHOLD 2 1/8" = 1'-0" M P 8 0 : 7 5 : 2 1 1 2 0 2 / 0 1 / 9 : d e t n i r P GENERAL NOTES: 1. DO NOT SCALE DRAWINGS. EXPLICIT DIMENSION SHALL HAVE PRECEDENCE OVER SCALE. THESE DOCUMENTS HAVE BEEN FORMATTED TO BE PRINTED ON 24” X 36” SHEET SIZES, DRAWINGS PRINTED AT OTHER SIZES ARE NOT NECESSARILY TO SCALE. 2. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ALL OTHER EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF THE WORK AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 3. CONTRACTOR TO NOTIFY THE ARCHITECT IN WRITING IN THE EVENT OF A DISCREPANCY BETWEEN THE DRAWINGS AND THE FIELD CONDITIONS. IF IN THE COURSE OF CONSTRUCTION, A STRUCTURAL ISSUE EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THE DRAWINGS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT. SHOULD THE CONTRACTOR FAIL TO FOLLOW THIS PROCEDURE, THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THERE FROM. 4. ANY DAMAGE TO EXISTING AND OR NEW WORK IN PLACE BY THE CONTRACTOR’S OR SUBCONTRACTOR’S NEGLIGENCE SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER. 5. ALL NOTES ARE APPLICABLE TO ALL TRADES AND RESPECTIVE CONTRACTORS. ALL NOTES TO BE REVIEWED AND APPLIED TO RELATED BUILDING COMPONENTS. ALL SHEETS ARE TO BE REVIEWED AND ALL APPLICABLE NOTES TO BE APPLIED. VISITABILITY NOTES (REFER TO ORDINANCE NO. 20140130-021 - SECTION R320 AND BUILDING CRITERIA MANUAL SECTION 4.4.7 FOR ADDITIONAL REQUIREMENTS) VISITABLE BATHROOMS (R320.3)- A VISITABLE DWELLING MUST HAVE AT LEAST ONE BATHROOM GROUP OR HALF BATH ON THE FIRST FLOOR THAT MUST HAVE THE FOLLOWING: • MIN. CLEAR OPENING OF 30" • DOOR SHALL NOT IMPEDED 30"X30" CLEAR FLOOR SPACE • LATERAL 2X6 OR LARGER WOOD BLOCKING MUST BE INSTALLED FLUSH WITH THE STUD EDGES OF BATHROOM WALLS; AND THE BLOCKING MUST HAVE A CENTERLINE 34" FROM AND PARALLEL TO THE INTERIOR FLOOR LEVEL, EXCEPT FOR THE PORTION OF THE WALL LOCATED DIRECTLY BEHIND THE LAVATORY VISITABLE LIGHT SWITCHES, RECEPTACLES, AND ENVIRONMENTAL CONTROLS (R320.4)- THE FIRST FLOOR OF A VISITABLE DWELLING MUST HAVE THE FOLLOWING: • LIGHT SWITCHES AND ENVIRONMENTAL CONTROLS NO HIGHER THAN 48" ABOVE THE INTERIOR • OUTLETS AND RECEPTACLES MINIMUM 15" ABOVE INTERIOR FLOOR LEVEL EXCEPT FOR FLOOR FLOOR LEVEL OUTLETS A. VISITABILITY BATHROOM ROUTE (R320.5)- A BATHROOM GROUP OF HALF BATH DESIGNATE FOR VISITABILITY ON THE FIRST FLOOR MUST BE ACCESSIBLE BY A ROUTE WITH A MINIMUM CLEAR PATHWAY OF 32" BEGINNING AT THE VISITABLE ENTRANCE AND CONTINUING THROUGH THE LIVING ROOM, DINING ROOM, AND KITCHEN. EXCEPTION: A VISITABLE ROUTE IS NOT REQUIRED THROUGH A SPLIT LEVEL OR SUNKEN FLOOR, IF AN ALTERNATIVE ROUTE IS AVAILABLE. B. VISITABLE DWELLING ENTRANCE (R320.6)- A DWELLING MUST BE ACCESSIBLE BY AT LEAST ONE NO STEP ENTRANCE AND A DOOR WITH A MINIMUM CLEAR OPENING 32". THE ENTRANCE MAY BE LOCATED AT THE FRONT, REAR, OR SIDE, OR IN THE GARAGE OR CARPORT OF THE DWELLING. C. EXTERIOR VISITABLE ROUTE (R320.7)- AN ENTRANCE THAT COMPLIES WITH R320.6 VISITABLE DWELLING ENTRANCE MUST BE ACCESSIBLE USING A ROUTE WITH A CROSS SLOPE OF NO GREATER THAN TWO PERCENT (1:50) THAT ORIGINATE FROM A GARAGE, DRIVEWAY, PUBLIC STREET, OR PUBLIC SIDEWALK. AN EXTERIOR ROUTE THAT INCLUDES A RAMP MUST COMPLY WITH THE RESIDENTIAL CODE. I C L L , E R U T C E T H C R A S U K J A F T T A M 900 EAST 6TH STREET SUITE 100 AUSTIN, TX 78702 TEL: 512.432.5137 www.mfarchitecture.com E C N E D S E R I . E V A Y E N N K I I E L T T T C E J O R P E V A I Y E N N K 3 0 0 1 4 0 7 8 7 X T , N I T S U A L A E S These plans, drawings and specifications are the property of Matt Fajkus Architecture and any use and/or reuse thereof in part or in whole without the written permission of the Architect is prohibited. Copyright © 2021 Matt Fajkus Architecture SHEET PRINT DATE: 09/10/2021 REVISIONS Date Description PROJECT NUMBER: 21139 CURRENT PHASE: PERMIT DRAWING TITLE: PLAN, VISITABILITY I N O T A M R O F N I T E E H S A0.5P mfarchitecture MATTHEW L. FAJKUS2065209.10.2021D-1/12-PRESENTATIONCRZ 1/2 CRZ 1/4 CRZ 531' 530.91 18" HACKBERRY S 29°08'18" W 62.19' PROPERTY LINE ROOF OVERHANG PROJECTION SECOND LEVEL PROJECTION 531.71 532' 2 STORY RESIDENCE FFE = 533.16' A.A.G = 531.72' 532.32 532.54 ' 3 6 . 8 8 W " 6 5 3 1 ° 8 5 N ' I E N L Y T R E P O R P EXISTING GRASS ALLEY HIGH POINT 2 CRZ 1/2 CRZ 1/4 CRZ 22" ELM HIGH POINT 1 531.63 531.98 532' 532.45 532.92 TENT BUILDING LINE NEIGHBOR PROPERTY LINE I 2 N O T R O P T N E T " 2 / 1 3 - ' 3 2 I 1 N O T R O P T N E T " 0 - ' 0 4 531.20 ' 8 6 . 7 8 E " 8 4 8 2 ° 8 5 S ' I E N L Y T R E P O R P " 6 - ' 4 2 531.90 533' CRZ 1/2 CRZ 1/4 CRZ 15" PECAN 533.16 N 30°00'00" E 61.78' PROPERTY LINE KINNEY AVENUE SETBACK EXHIBIT 1 1/8" = 1'-0" North M P 9 0 : 7 5 : 2 1 1 2 0 2 / 0 1 / 9 : d e t n i r P GENERAL NOTES: 1. DO NOT SCALE DRAWINGS. EXPLICIT DIMENSION SHALL HAVE PRECEDENCE OVER SCALE. THESE DOCUMENTS HAVE BEEN FORMATTED TO BE PRINTED ON 24” X 36” SHEET SIZES, DRAWINGS PRINTED AT OTHER SIZES ARE NOT NECESSARILY TO SCALE. 2. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ALL OTHER EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF THE WORK AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 3. CONTRACTOR TO NOTIFY THE ARCHITECT IN WRITING IN THE EVENT OF A DISCREPANCY BETWEEN THE DRAWINGS AND THE FIELD CONDITIONS. IF IN THE COURSE OF CONSTRUCTION, A STRUCTURAL ISSUE EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THE DRAWINGS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT. SHOULD THE CONTRACTOR FAIL TO FOLLOW THIS PROCEDURE, THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THERE FROM. 4. ANY DAMAGE TO EXISTING AND OR NEW WORK IN PLACE BY THE CONTRACTOR’S OR SUBCONTRACTOR’S NEGLIGENCE SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER. 5. ALL NOTES ARE APPLICABLE TO ALL TRADES AND RESPECTIVE CONTRACTORS. ALL NOTES TO BE REVIEWED AND APPLIED TO RELATED BUILDING COMPONENTS. ALL SHEETS ARE TO BE REVIEWED AND ALL APPLICABLE NOTES TO BE APPLIED. I C L L , E R U T C E T H C R A S U K J A F T T A M 900 EAST 6TH STREET SUITE 100 AUSTIN, TX 78702 TEL: 512.432.5137 www.mfarchitecture.com E C N E D S E R I . E V A Y E N N K I I E L T T T C E J O R P E V A I Y E N N K 3 0 0 1 4 0 7 8 7 X T , N I T S U A L A E S These plans, drawings and specifications are the property of Matt Fajkus Architecture and any use and/or reuse thereof in part or in whole without the written permission of the Architect is prohibited. Copyright © 2021 Matt Fajkus Architecture SHEET PRINT DATE: 09/10/2021 REVISIONS Date Description PROJECT NUMBER: 21139 CURRENT PHASE: PERMIT DRAWING TITLE: EXHIBIT, SETBACK PLANE A0.6P mfarchitecture I N O T A M R O F N I T E E H S MATTHEW L. FAJKUS2065209.10.2021D-1/13-PRESENTATIONA2.1P DD 2 A B _________________ 2 A3.01 C D E 4' - 1" 2' - 9 7/8" CL 13' - 11 3/4" CL 2' - 0 5/8" 2' - 3 3/4" 25' - 1 1/8" 107A 107B CL 6 1/4" 9' - 4" CL 6 1/2" 4' - 6 1/2" 2' - 4 1/2" 20' - 6 5/8" LIVING ROOM 9' - 0" 316 SF 100' - 0" UP K R O W L L I M N G I L A 4 3 2 1 " 1 - ' 4 " 2 - ' 6 " 2 / 1 4 - ' 4 " 3 - ' 4 1 " 9 - ' 5 1 " 4 / 3 6 - ' 1 2 " 0 1 - ' 1 1 " 4 / 3 6 - ' 1 5 " 2 - ' 8 1 " 4 / 3 5 - ' 0 2 " 0 - ' 1 STORAGE 9' - 0" 33 SF SMD 108 CL " 8 / 3 0 1 - ' 1 1' - 8" 106A 106B 106C 106D H C N E B N I I T L U B DINING 9' - 0" 84 SF 4' - 0" 106E 6' - 6 1/4" E GARAGE 9' - 0" 185 SF 100' - 0" 104 CONCRETE DRIVE STRIP " 0 - ' 1 9' - 4" CONCRETE PATIO REF A0.2P PAVERS WITH GRAVEL INFILL REF A0.2P " 4 / 1 6 - ' 6 2' - 10" 107 CL " 4 / 1 3 - ' 0 3 105B " 8 / 7 8 - ' 3 2 D E B R E T N A L P 105A CL " 8 - ' 3 " 0 1 - ' 1 " 0 1 - ' 1 " 2 / 1 8 - ' 5 WC SC-1 4' - 0" 4' - 0" 2' - 2 3/4" ALIGN R 1' - 1 0" DW RANGE KITCHEN 9' - 0" 214 SF " 0 - ' 5 1 L-2 F-2 RF R 1' - 10" PLANTER BED ENTRY 9' - 0" 47 SF 2' - 10" 100' - 0" 100 L-1 F-1 GUEST BATH 9' - 0" 42 SF " 1 1 - ' 1 CL MUDROOM 9' - 0" 35 SF SMD 102 1' - 6" TR-1 K R O W L L M I 103 CL SMD CL 8' - 0" BEDROOM 9' - 0" 121 SF CLOSET ROD 1 TIER CL 103B CL CL 4' - 6" " 2 / 1 6 - ' 7 1 103B CL " 5 - ' 2 " 8 / 3 4 - ' 2 " 2 - ' 5 / " 4 3 0 1 - ' 1 103C CL CONCRETE SITE WALL 103A CL 25' - 1" 5' - 2 1/2" 6' - 11" CL 13' - 8" 11' - 5" 4' - 6 1/2" 20' - 6 5/8" 2' - 10" 9' - 4" A B _________________ 2 A3.01 C D E POOL REF A0.2P PAVERS WITH GRAVEL INFILL REF A0.2P 101 3' - 0" 2' - 8" 2' - 2" G _________________ 1 A3.00 A2.0P 1 D D _________________ 2 A3.00 _________________ 1 A3.01 " 2 / 1 4 " 5 - ' 4 1 " 0 - ' 2 1 D D 1 A2.1P 3.2 3.1 2.1 _________________ 1 A3.00 _________________ 2 A3.00 _________________ 1 A3.01 Ground Level Floorplan 1 1/4" = 1'-0" North M P 2 1 : 7 5 : 2 1 1 2 0 2 / 0 1 / 9 : d e t n i r P GENERAL NOTES: 1. DO NOT SCALE DRAWINGS. EXPLICIT DIMENSION SHALL HAVE PRECEDENCE OVER SCALE. THESE DOCUMENTS HAVE BEEN FORMATTED TO BE PRINTED ON 24” X 36” SHEET SIZES, DRAWINGS PRINTED AT OTHER SIZES ARE NOT NECESSARILY TO SCALE. 2. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ALL OTHER EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF THE WORK AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 3. CONTRACTOR TO NOTIFY THE ARCHITECT IN WRITING IN THE EVENT OF A DISCREPANCY BETWEEN THE DRAWINGS AND THE FIELD CONDITIONS. IF IN THE COURSE OF CONSTRUCTION, A STRUCTURAL ISSUE EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THE DRAWINGS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT. SHOULD THE CONTRACTOR FAIL TO FOLLOW THIS PROCEDURE, THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THERE FROM. 4. ANY DAMAGE TO EXISTING AND OR NEW WORK IN PLACE BY THE CONTRACTOR’S OR SUBCONTRACTOR’S NEGLIGENCE SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER. 5. ALL NOTES ARE APPLICABLE TO ALL TRADES AND RESPECTIVE CONTRACTORS. ALL NOTES TO BE REVIEWED AND APPLIED TO RELATED BUILDING COMPONENTS. ALL SHEETS ARE TO BE REVIEWED AND ALL APPLICABLE NOTES TO BE APPLIED. TEMPERED T T DOOR SCHEDULE DOOR SCHEDULE - PERMIT LOCATION LIVING ROOM NOMINAL OPENING KEY HEIGHT WIDTH 8' - 0" 3' - 6" 100 ENTRY 7' - 10" 2' - 8" 101 GARAGE 7' - 10" 2' - 8" 102 GUEST BATH 7' - 10" 2' - 8" 103 BEDROOM 8' - 0" 6' - 0" 103B BEDROOM 8' - 0" 9' - 0" 104 GARAGE 8' - 0" 11' - 11 1/2" 107 7' - 10" 2' - 8" 108 STORAGE 7' - 10" 2' - 8" 201 MASTER BEDROOM 8' - 0" 2' - 8" 202 MAIN BATHROOM 8' - 0" 2' - 8" 203 MASTER CLOSET 7' - 10" 2' - 8" 204 MAIN BATHROOM 8' - 0" 2' - 6" 204A MAIN BATHROOM 8' - 0" 2' - 8" LAUNDRY 205 7' - 10" 2' - 8" 206 VANITY 7' - 10" 2' - 8" 207 WET ROOM 7' - 10" 2' - 8" 208 BEDROOM 8' - 0" 4' - 6" 208A BEDROOM 8' - 0" 4' - 6" 208B BEDROOM 7' - 10" 2' - 8" 209 BEDROOM 8' - 0" 5' - 0" 209A BEDROOM FLOOR PLAN LEGEND CORE WALL CUT CORE WALL CUT WITH SOUND INSULATION SYMBOLS LEGEND SMOKE DETECTOR/ CARBON MNOXIDE DETECTOR (HARDWIRED, INTERCONNECTED, BATTERY BACK-UP) IN ACCORDANCE WITH IRC R314 AND IRC R315 SMD HB G E HOSE BIB BREAKER PANEL GAS METER ELECTRICAL METER I C L L , E R U T C E T H C R A S U K J A F T T A M 900 EAST 6TH STREET SUITE 100 AUSTIN, TX 78702 TEL: 512.432.5137 www.mfarchitecture.com E C N E D S E R I . E V A Y E N N K I I E L T T T C E J O R P E V A I Y E N N K 3 0 0 1 4 0 7 8 7 X T , N I T S U A L A E S These plans, drawings and specifications are the property of Matt Fajkus Architecture and any use and/or reuse thereof in part or in whole without the written permission of the Architect is prohibited. Copyright © 2021 Matt Fajkus Architecture SHEET PRINT DATE: 09/10/2021 REVISIONS Date Description PROJECT NUMBER: 21139 CURRENT PHASE: PERMIT DRAWING TITLE: PLAN, FLOOR - LEVEL 1 A1.1P mfarchitecture I N O T A M R O F N I T E E H S MATTHEW L. FAJKUS2065209.10.2021D-1/14-PRESENTATIONB _________________ 2 A3.01 C D E 4' - 6 1/2" 20' - 6 5/8" 2' - 10" 7 1/4" 9' - 4" A 5 7/8" 7 1/4" 11 1/2" 6' - 3 1/2" 12' - 4 1/8" A2.1P DD 2 25' - 6 7/8" CL 201A HANDRAIL 4 " 8 / 5 5 " 3 - ' 4 1 " 8 / 7 7 - ' 8 1 CL CL " 4 / 1 0 - ' 4 " 6 - ' 2 " 8 / 3 7 - ' 5 " 2 / 1 0 - ' 9 " 2 / 1 5 - ' 4 " 4 - ' 3 CL " 8 / 1 0 - ' 3 A2.0P 1 D D _________________ 2 A3.00 " 9 - ' 5 1 " 8 / 3 0 1 - ' 0 1 " 4 / 3 6 - ' 1 5 _________________ 1 A3.00 3 2 _________________ 1 A3.01 UP 2' - 5" HVAC CHASE 2' - 5" N G I L A MASTER BEDROOM SLOPED 265 SF 8' - 11" CL CL 5' - 10 3/8" CL 4' - 0" SMD 201 3' - 10" " 0 - ' 2 CL K R O W L L I M 2' - 9" " 5 - ' 6 10' - 11 5/8" HALL 8' 0" 122 SF ALIGN " 8 / 5 0 1 - ' 3 SMD " 2 / 1 8 - ' 6 MAIN BATHROOM 8' 0" 123 SF 1' - 10 5/8" 10' - 11 5/8" T-1 CL 2' - 9" CL1' - 5 1/8" 204 " 7 - ' 1 TOILET 8' 0" 19 SF CL 4' - 5" " 8 / 3 0 1 - ' 3 " 8 / 1 0 1 - ' 7 " 4 / 1 7 - ' 1 " 7 - ' 1 205A 205 CL LAUNDRY 8' 0" 37 SF 6' - 0 3/4" " 7 - ' 1 CL T-2 TR-2 WET ROOM 8' 0" 31 SF 5' - 9 1/4" MILLWORK 5' - 6 1/2" 3' - 2 7/8" CL H-1 207 VANITY 8' 0" CL 57 SF 3' - 10 1/4" CL WC WC H-1 CL CL 1' - 4" CL " 0 - ' 2 " 4 / 1 4 - ' 7 " 1 - ' 2 " 2 - ' 1 CL ATTIC ACCESS 208 SMD SMD 209 SMD 7' - 7 3/4" 202 " 8 / 5 0 1 - ' 4 " 4 / 1 4 - ' 1 CL CL " 4 / 3 0 1 - ' 4 CL 8' - 2" CL 203 CLOSET ROD 1 TIER CLOSET ROD 1 TIER 209A CL CL 206 CL MILLWORK MASTER CLOSET 8' 0" 69 SF I R E T 1 D O R T E S O L C C L O S E T R O D 1 T E R I " 4 / 3 6 - ' 1 2 " 4 / 1 5 - ' 2 2 CL 208B CLOSET ROD 1 TIER 2' - 5 1/8" 4' - 9" 208B 208A CL LINE OF CLG CHANGE ABOVE CL 206A L-1 TR-1 F-1 " 3 - ' 4 " 4 / 1 0 1 - ' 2 " 6 - ' 8 / " 4 1 2 - ' 0 1 LINE OF CLG CHANGE ABOVE 1' - 10" 1' - 9 3/8"1' - 8 1/2" 4' - 4" 3' - 10" CL CL CL BEDROOM SLOPED 153 SF BEDROOM SLOPED 137 SF 209A CL CL / " 4 1 6 - ' 2 " 8 / 1 7 - ' 5 " 2 - ' 8 201D CL " 0 - ' 4 " 4 / 1 1 - ' 9 CL 201E L-1 F-3 L-1 F-3 " 8 / 7 2 - ' 4 1 " 8 / 5 2 - ' 4 1 " 8 / 3 6 - ' 9 " 4 / 3 6 - ' 2 " 1 1 - ' 5 / " 2 1 1 1 - ' 5 3.2 3.1 2.1 " 5 - ' 4 1 " 0 - ' 2 1 _________________ 1 A3.00 _________________ 2 A3.00 _________________ 1 A3.01 TRELLIS STRUCTURE BELLOW D D 1 A2.1P 1 / " 4 3 4 12' - 3 5/8" 13' - 11 1/8" CL 208A 25' - 1 1/8" 5 5/8" 4' - 6 1/2" 20' - 6 5/8" 2' - 10" 9' - 4" 5 3/4" 7 1/2" SECOND LEVEL FLOORPLAN 1 A B 1/4" = 1'-0" North _________________ 2 A3.01 2 DD A2.0P C D E M P 6 1 : 7 5 : 2 1 1 2 0 2 / 0 1 / 9 : d e t n i r P GENERAL NOTES: 1. DO NOT SCALE DRAWINGS. EXPLICIT DIMENSION SHALL HAVE PRECEDENCE OVER SCALE. THESE DOCUMENTS HAVE BEEN FORMATTED TO BE PRINTED ON 24” X 36” SHEET SIZES, DRAWINGS PRINTED AT OTHER SIZES ARE NOT NECESSARILY TO SCALE. 2. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ALL OTHER EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF THE WORK AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 3. CONTRACTOR TO NOTIFY THE ARCHITECT IN WRITING IN THE EVENT OF A DISCREPANCY BETWEEN THE DRAWINGS AND THE FIELD CONDITIONS. IF IN THE COURSE OF CONSTRUCTION, A STRUCTURAL ISSUE EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THE DRAWINGS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT. SHOULD THE CONTRACTOR FAIL TO FOLLOW THIS PROCEDURE, THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THERE FROM. 4. ANY DAMAGE TO EXISTING AND OR NEW WORK IN PLACE BY THE CONTRACTOR’S OR SUBCONTRACTOR’S NEGLIGENCE SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER. 5. ALL NOTES ARE APPLICABLE TO ALL TRADES AND RESPECTIVE CONTRACTORS. ALL NOTES TO BE REVIEWED AND APPLIED TO RELATED BUILDING COMPONENTS. ALL SHEETS ARE TO BE REVIEWED AND ALL APPLICABLE NOTES TO BE APPLIED. TEMPERED T T DOOR SCHEDULE - PERMIT LOCATION LIVING ROOM NOMINAL OPENING KEY HEIGHT WIDTH 8' - 0" 3' - 6" 100 ENTRY 7' - 10" 2' - 8" 101 GARAGE 7' - 10" 2' - 8" 102 GUEST BATH 7' - 10" 2' - 8" 103 BEDROOM 8' - 0" 6' - 0" 103B BEDROOM 8' - 0" 9' - 0" 104 GARAGE 8' - 0" 11' - 11 1/2" 107 7' - 10" 2' - 8" 108 STORAGE 7' - 10" 2' - 8" 201 MASTER BEDROOM 8' - 0" 2' - 8" 202 MAIN BATHROOM 8' - 0" 2' - 8" 203 MASTER CLOSET 7' - 10" 2' - 8" 204 MAIN BATHROOM 8' - 0" 2' - 6" 204A MAIN BATHROOM 8' - 0" 2' - 8" LAUNDRY 205 7' - 10" 2' - 8" 206 VANITY 7' - 10" 2' - 8" 207 WET ROOM 7' - 10" 2' - 8" 208 BEDROOM 8' - 0" 4' - 6" 208A BEDROOM 8' - 0" 4' - 6" 208B BEDROOM 7' - 10" 2' - 8" 209 BEDROOM 8' - 0" 5' - 0" 209A BEDROOM FLOOR PLAN LEGEND CORE WALL CUT CORE WALL CUT WITH SOUND INSULATION SYMBOLS LEGEND SMOKE DETECTOR/ CARBON MNOXIDE DETECTOR (HARDWIRED, INTERCONNECTED, BATTERY BACK-UP) IN ACCORDANCE WITH IRC R314 AND IRC R315 SMD HB G E HOSE BIB BREAKER PANEL GAS METER ELECTRICAL METER I C L L , E R U T C E T H C R A S U K J A F T T A M 900 EAST 6TH STREET SUITE 100 AUSTIN, TX 78702 TEL: 512.432.5137 www.mfarchitecture.com E C N E D S E R I . E V A Y E N N K I I E L T T T C E J O R P E V A I Y E N N K 3 0 0 1 4 0 7 8 7 X T , N I T S U A L A E S These plans, drawings and specifications are the property of Matt Fajkus Architecture and any use and/or reuse thereof in part or in whole without the written permission of the Architect is prohibited. Copyright © 2021 Matt Fajkus Architecture SHEET PRINT DATE: 09/10/2021 REVISIONS Date Description PROJECT NUMBER: 21139 CURRENT PHASE: PERMIT DRAWING TITLE: PLAN, FLOOR - LEVEL 2 A1.2P mfarchitecture I N O T A M R O F N I T E E H S MATTHEW L. FAJKUS2065209.10.2021D-1/15-PRESENTATIONTENT PORTION 1 MATERIAL LEGEND SMOOTH FINISH STUCCO PTD BLACK BOARD AND BATTEN EXISTING FOUNDATION TO BE DEMOLISHED PREFINISHED GREY SLATE VERTICAL HARDIE SIDING CONCRETE FENCE PTD STEEL GENERAL NOTES: 1. DO NOT SCALE DRAWINGS. EXPLICIT DIMENSION SHALL HAVE PRECEDENCE OVER SCALE. THESE DOCUMENTS HAVE BEEN FORMATTED TO BE PRINTED ON 24” X 36” SHEET SIZES, DRAWINGS PRINTED AT OTHER SIZES ARE NOT NECESSARILY TO SCALE. 2. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ALL OTHER EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF THE WORK AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 3. CONTRACTOR TO NOTIFY THE ARCHITECT IN WRITING IN THE EVENT OF A DISCREPANCY BETWEEN THE DRAWINGS AND THE FIELD CONDITIONS. IF IN THE COURSE OF CONSTRUCTION, A STRUCTURAL ISSUE EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THE DRAWINGS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT. SHOULD THE CONTRACTOR FAIL TO FOLLOW THIS PROCEDURE, THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THERE FROM. 4. ANY DAMAGE TO EXISTING AND OR NEW WORK IN PLACE BY THE CONTRACTOR’S OR SUBCONTRACTOR’S NEGLIGENCE SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER. 5. ALL NOTES ARE APPLICABLE TO ALL TRADES AND RESPECTIVE CONTRACTORS. ALL NOTES TO BE REVIEWED AND APPLIED TO RELATED BUILDING COMPONENTS. ALL SHEETS ARE TO BE REVIEWED AND ALL APPLICABLE NOTES TO BE APPLIED. 1/4" / 1'-0" 1/4" / 1'-0" 1'-1" / 1'-0" 8" / 1'-0" MP-1 208A 208C STU-1 5" PTD MTL BOX GUTTER STUCCO JOINT LINE WW-2 WW-2 104 103A WW-1 DORMER EXEMPTION PER COA SUBCHAPTER F § 2.6.E.3.B.ii <15' LEVEL 2- T.O. PLATE 118' - 6" " 6 - ' 1 3 I T H G E H G N D L I U B I 0° 0 0 5.0 3 1 " 0 - ' 8 " 6 - ' 1 " 0 - ' 9 LEVEL 2- T.O. SUBFLOOR 110' - 6" LEVEL 1- T.O. PLATE 109' - 0" LEVEL 1- T.O. FOUNDATION 100' - 0" A.A.G =531.72' SOUTH ELEVATION 2 1/4" = 1'-0" GABLE ROOF EXEMPTION § 2.6.E.3.B.ii SUBCHAPTER F <18' TENT PORTION 2 TENT PORTION 1 DORMER EXEMPTION PER COA SUBCHAPTER F § 2.6.E.3.B.ii <15' 9' - 2" " 0 - ' 1 / " 1 - ' 1 1 3 5 . 0 0 0 0 ° PTD STEEL ADDRESSING LETTERS PTD STEEL BEAM REF STRUCTURAL PTD STEEL COLUMN REF STRUCTURAL NEW FENCE REF PLOT PLAN " 0 - ' 5 1 PORTION 1 BASE POINT 532.92' LEVEL 2- T.O. PLATE 118' - 6" " 0 - ' 5 3 LEVEL 2- T.O. SUBFLOOR 110' - 6" LEVEL 1- T.O. PLATE 109' - 0" " 6 - ' 1 3 " 0 - ' 8 0° 00 5.0 3 1 I T H G E H G N D L I U B I " 6 - ' 1 " 0 - ' 9 " 0 - ' 5 1 NEW WOOD SLAT FENCE 200A 200B 200C 200D 205A 206A 208B STU-1 STU-1 STU-1 5" PTD MTL BOX GUTTER STUCCO JOINT LINE NEW WOOD SLAT FENCE CONC LANDSCAPE WALL LEVEL 1- T.O. FOUNDATION 100' - 0" A.A.G =531.72' M P 3 2 : 7 5 : 2 1 1 2 0 2 / 0 1 / 9 : d e t n i r P BFC WEST ELEVATION 1 1/4" = 1'-0" WW-2 WW-2 106A 106B 106C 106D 106E PORTION 2 BASE POINT 532.54' BFC PTD MTL DOWNSPOUT REF A0.2P FOR WATER DAYLIGHT LOCATIONS PTD MTL DOWNSPOUT REF A0.2P FOR WATER DAYLIGHT LOCATIONS WINDOW SCHEDULE WINDOW SCHEDULE - PERMIT RM # LOCATION Mark TYPE FINISH OPENING 103A 103B 103C 105A 105B 106A 106B 106C 106D 106E 107A 107B 200A 200B 200C 200D 201A BEDROOM BEDROOM BEDROOM KITCHEN KITCHEN DINING DINING DINING DINING DINING LIVING ROOM LIVING ROOM STAIRS STAIRS STAIRS STAIRS MASTER BEDROOM MASTER BEDROOM MASTER BEDROOM MASTER BEDROOM MASTER BEDROOM BEDROOM 201F MAIN BATHROOM 202A 205A LAUNDRY 206A VANITY 208A BEDROOM 208B BEDROOM 208C BEDROOM 209A BEDROOM 209B BEDROOM 201D 201C 201E 201B FIXED CASEMENT CASEMENT CASEMENT CASEMENT CASEMENT CASEMENT CASEMENT CASEMENT CASEMENT FIXED FIXED FIXED FIXED FIXED FIXED CASEMENT CASEMENT CASEMENT FIXED FIXED CASEMENT FCM SKYLIGHT CASEMENT CASEMENT CASEMENT CASEMENT CASEMENT FIXED CASEMENT WIDTH 36" 24" 24" 66" 66" 24" 24" 41.38" 24" 24" 36" 36" 48" 48" 48" 48" 30" 48" 48" 48" 48" 30" 20.5" 24" 24" 30" 24" 30" 48" 48" HEIGHT 92" 92" 92" 18" 18" 60" 60" 60" 60" 60" 92" 92" 72" 72" 30" 30" 30" 30" 30" 72" 72" 96" 69.75" 48" 48" 96" 48" 30" 72" 30" TEMPERED YES YES YES EGRES S YES YES YES YES YES YES YES YES YES YES YES YES YES 103 103 103 105 105 106 106 106 106 106 107 107 200 200 200 200 201 201 201 201 201 201 202 205 206 208 208 208 209 209 I C L L , E R U T C E T H C R A S U K J A F T T A M 900 EAST 6TH STREET SUITE 100 AUSTIN, TX 78702 TEL: 512.432.5137 www.mfarchitecture.com E C N E D S E R I . E V A Y E N N K I I E L T T T C E J O R P E V A I Y E N N K 3 0 0 1 4 0 7 8 7 X T , N I T S U A L A E S These plans, drawings and specifications are the property of Matt Fajkus Architecture and any use and/or reuse thereof in part or in whole without the written permission of the Architect is prohibited. Copyright © 2021 Matt Fajkus Architecture SHEET PRINT DATE: 09/10/2021 REVISIONS Date Description PROJECT NUMBER: 21139 CURRENT PHASE: PERMIT DRAWING TITLE: ELEVATIONS, BUILDING I N O T A M R O F N I T E E H S A2.0P mfarchitecture MATTHEW L. FAJKUS2065209.10.2021D-1/16-PRESENTATIONLEVEL 2- T.O. PLATE 118' - 6" " 0 - ' 5 3 LEVEL 2- T.O. SUBFLOOR 110' - 6" LEVEL 1- T.O. PLATE 109' - 0" " 0 - ' 8 " 6 - ' 1 " 0 - ' 9 0° 0 0 5.0 3 1 " 6 - ' 1 3 I T H G E H G N D L I U B I STEEL BEAM AND COL TRELLIS STRUCTURE REF STRUCTURAL " 0 - ' 5 1 NEW PTD WD FENCE 1" x 2" SPACING 1" LEVEL 1- T.O. FOUNDATION 100' - 0" " 0 - ' 6 CL PORTION 1 BASE POINT 532.92' " 2 / 1 0 - ' 4 A.A.G =531.72' NORTH ELEVATION 2 1/4" = 1'-0" 12' - 11 1/8" 8 " / 1'- 0 " 1 '- 1 " / 1 '- 0 " MP-1 201F 201A STUCCO JOINT LINE STU-1 WW-2 107B 107A TENT PORTION 1 TENT PORTION 2 TENT PORTION 1 MATERIAL LEGEND GENERAL NOTES: 1. DO NOT SCALE DRAWINGS. EXPLICIT DIMENSION SHALL HAVE PRECEDENCE OVER SCALE. THESE DOCUMENTS HAVE BEEN FORMATTED TO BE PRINTED ON 24” X 36” SHEET SIZES, DRAWINGS PRINTED AT OTHER SIZES ARE NOT NECESSARILY TO SCALE. 2. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ALL OTHER EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF THE WORK AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 3. CONTRACTOR TO NOTIFY THE ARCHITECT IN WRITING IN THE EVENT OF A DISCREPANCY BETWEEN THE DRAWINGS AND THE FIELD CONDITIONS. IF IN THE COURSE OF CONSTRUCTION, A STRUCTURAL ISSUE EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THE DRAWINGS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT. SHOULD THE CONTRACTOR FAIL TO FOLLOW THIS PROCEDURE, THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THERE FROM. 4. ANY DAMAGE TO EXISTING AND OR NEW WORK IN PLACE BY THE CONTRACTOR’S OR SUBCONTRACTOR’S NEGLIGENCE SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER. 5. ALL NOTES ARE APPLICABLE TO ALL TRADES AND RESPECTIVE CONTRACTORS. ALL NOTES TO BE REVIEWED AND APPLIED TO RELATED BUILDING COMPONENTS. ALL SHEETS ARE TO BE REVIEWED AND ALL APPLICABLE NOTES TO BE APPLIED. SMOOTH FINISH STUCCO PTD BLACK BOARD AND BATTEN EXISTING FOUNDATION TO BE DEMOLISHED PREFINISHED GREY SLATE VERTICAL HARDIE SIDING CONCRETE FENCE PTD STEEL DORMER EXEMPTION § 2.6.E.3.B.ii SUBCHAPTER F <18' GABLE EXEMPTION § 2.6.E.3.B.ii SUBCHAPTER F <15' PTD MTL DOWNSPOUT REF A0.2P FOR WATER DAYLIGHT LOCATIONS NEW PTD WD FENCE 1" x 2" SPACING 1" " 0 - ' 6 GABLE ROOF EXEMPTION § 2.6.E.3.B.ii SUBCHAPTER F <18' WINDOW SCHEDULE - PERMIT RM # LOCATION Mark TYPE FINISH OPENING 103A 103B 103C 105A 105B 106A 106B 106C 106D 106E 107A 107B 200A 200B 200C 200D 201A BEDROOM BEDROOM BEDROOM KITCHEN KITCHEN DINING DINING DINING DINING DINING LIVING ROOM LIVING ROOM STAIRS STAIRS STAIRS STAIRS MASTER BEDROOM MASTER BEDROOM MASTER BEDROOM MASTER BEDROOM MASTER BEDROOM BEDROOM 201F MAIN BATHROOM 202A 205A LAUNDRY 206A VANITY 208A BEDROOM 208B BEDROOM 208C BEDROOM 209A BEDROOM 209B BEDROOM 201D 201C 201E 201B FIXED CASEMENT CASEMENT CASEMENT CASEMENT CASEMENT CASEMENT CASEMENT CASEMENT CASEMENT FIXED FIXED FIXED FIXED FIXED FIXED CASEMENT CASEMENT CASEMENT FIXED FIXED CASEMENT FCM SKYLIGHT CASEMENT CASEMENT CASEMENT CASEMENT CASEMENT FIXED CASEMENT WIDTH 36" 24" 24" 66" 66" 24" 24" 41.38" 24" 24" 36" 36" 48" 48" 48" 48" 30" 48" 48" 48" 48" 30" 20.5" 24" 24" 30" 24" 30" 48" 48" HEIGHT 92" 92" 92" 18" 18" 60" 60" 60" 60" 60" 92" 92" 72" 72" 30" 30" 30" 30" 30" 72" 72" 96" 69.75" 48" 48" 96" 48" 30" 72" 30" TEMPERED YES YES YES EGRES S YES YES YES YES YES YES YES YES YES YES YES YES YES 103 103 103 105 105 106 106 106 106 106 107 107 200 200 200 200 201 201 201 201 201 201 202 205 206 208 208 208 209 209 " 0 - ' 1 / " 8 202A STU-1 5" PTD MTL BOX GUTTER LEVEL 2- T.O. PLATE 118' - 6" 209A 209B " 0 - ' 8 " 6 - ' 1 " 0 - ' 9 LEVEL 2- T.O. SUBFLOOR 110' - 6" LEVEL 1- T.O. PLATE 109' - 0" NEW PTD WD FENCE 1" x 2" SPACING 1" CONC LANDSCAPE WALL " 0 - ' 6 " 0 - ' 3 LEVEL 1- T.O. FOUNDATION 100' - 0" M P 8 2 : 7 5 : 2 1 1 2 0 2 / 0 1 / 9 : d e t n i r P 103C 103B " 0 - ' 3 BFC 100 " 0 - ' 6 105A 105B 107 STEEL PLANTER " 0 - ' 3 NEW PTD WD FENCE CONC LANSCAPE WALL EAST ELEVATION 1 1/4" = 1'-0" PTD MTL DOWNSPOUT REF A0.2P FOR WATER DAYLIGHT LOCATIONS PTD WD FENCE PTD STL COL REF STRUCTURAL PTD METAL DOWNSPOUT REF A0.2P FOR WATER DAYLIGHT LOCATION CONC LANDSCAPE WALL A.A.G =531.72' 201E 201D 201C 201B STUCCO JOINT LINE " 6 - ' 1 3 PTD STEEL TRELLIS REF STRUCTURAL " 0 - ' 5 3 I T H G E H G N D L I U B I " 0 - ' 6 CL " 0 - ' 5 1 NEW PTD WD FENCE 1" x 2" SPACING 1" NEW PTD WD FENCE I C L L , E R U T C E T H C R A S U K J A F T T A M 900 EAST 6TH STREET SUITE 100 AUSTIN, TX 78702 TEL: 512.432.5137 www.mfarchitecture.com E C N E D S E R I . E V A Y E N N K I I E L T T T C E J O R P E V A I Y E N N K 3 0 0 1 4 0 7 8 7 X T , N I T S U A L A E S These plans, drawings and specifications are the property of Matt Fajkus Architecture and any use and/or reuse thereof in part or in whole without the written permission of the Architect is prohibited. Copyright © 2021 Matt Fajkus Architecture SHEET PRINT DATE: 09/10/2021 REVISIONS Date Description PROJECT NUMBER: 21139 CURRENT PHASE: PERMIT DRAWING TITLE: ELEVATIONS, BUILDING I N O T A M R O F N I T E E H S A2.1P mfarchitecture MATTHEW L. FAJKUS2065209.10.2021D-1/17-PRESENTATIONSUPPLEMENT INFORMATIOND-1/18-PRESENTATION• VIEWS LOOKING TOWARDS E SIDE OF KINNEY AVENUE • 2-STORY AND 1-STORY HOMES ARE THE STANDARD • MIXTURE OF NEW CONSTRUCTION AND EXISTING ORIGINAL HOMES SITE NEIGHBORHOOD CONTEXT 9 PRESENTERS: DEVELOPER- IAN M. ELLIS, AIA, NCARB, RID & ARCHITECT- SARAH JOHNSON, AIA, RID KINNEY AVE BOA VARIANCE- CASE NUMBER 2021-000085 BA - OCTOBER 21, 2021 D-1/19-PRESENTATION• VIEWS LOOKING TOWARDS E SIDE OF KINNEY AVENUE (TO ROW) & W SIDE OF KINNEY (BOTTOM ROW) • SOME VACANT LOTS ON KINNEY AVE • MULTI-FAMILY ON KINNEY AVE TOWARDS INTERSECTION OF MARGARET ST & KINNEY AVE NEIGHBORHOOD CONTEXT 10 PRESENTERS: DEVELOPER- IAN M. ELLIS, AIA, NCARB, RID & ARCHITECT- SARAH JOHNSON, AIA, RID KINNEY AVE BOA VARIANCE- CASE NUMBER 2021-000085 BA - OCTOBER 21, 2021 D-1/20-PRESENTATION• DEVELOPMENT PROPOSED AT 1003 KINNEY AVE IS ADJACENT TO NEARBY S LAMAR UNION • MIXED USE DEVELOPMENT CAN BE FOUND AT S LAMAR UNION AS WELL AS ON THE S END OF KINNEY AVENUE AT THE MARGA- • PROPOSED DEVELOPMENT AT 1003 KINNEY AVE WOULD MAINTAIN CURRENT NEIGHBORHOOD CONTEXT AND SCALE IN TERMS RET ST. INTERSECTION OF BUILDING HT AND SCALE SITE N KINNEY AVE SITE N KINNEY AVE N T R E A D W ELL ST S KINNEY AVE S LAMAR BLVD S KINNEY AVE SF RESIDENTIAL MF RESIDENTIAL COMMERCIAL SF RESIDENTIAL MF RESIDENTIAL COMMERCIAL SITE MAPPING PROPOSED RESIDENCE 11 PRESENTERS: DEVELOPER- IAN M. ELLIS, AIA, NCARB, RID & ARCHITECT- SARAH JOHNSON, AIA, RID KINNEY AVE BOA VARIANCE- CASE NUMBER 2021-000085 BA - OCTOBER 21, 2021 D-1/21-PRESENTATIONEMAIL CORRESPONDENCE WITH COA PLANNERS: SANDRA CANO EMAIL CORRESPONDENCE WITH COA PLANNERS: ANTHONY MCBRYDE COA CORRESPONDENCE 12 PRESENTERS: DEVELOPER- IAN M. ELLIS, AIA, NCARB, RID & ARCHITECT- SARAH JOHNSON, AIA, RID KINNEY AVE BOA VARIANCE- CASE NUMBER 2021-000085 BA - OCTOBER 21, 2021 D-1/22-PRESENTATIONEMAIL CORRESPONDENCE WITH COA PLANNERS: ANTHONY MCBRYDE COA CORRESPONDENCE 13 PRESENTERS: DEVELOPER- IAN M. ELLIS, AIA, NCARB, RID & ARCHITECT- SARAH JOHNSON, AIA, RID KINNEY AVE BOA VARIANCE- CASE NUMBER 2021-000085 BA - OCTOBER 21, 2021 D-1/23-PRESENTATIONEMAIL CORRESPONDENCE WITH COA PLANNERS: ANTHONY MCBRYDE COA CORRESPONDENCE 14 PRESENTERS: DEVELOPER- IAN M. ELLIS, AIA, NCARB, RID & ARCHITECT- SARAH JOHNSON, AIA, RID KINNEY AVE BOA VARIANCE- CASE NUMBER 2021-000085 BA - OCTOBER 21, 2021 D-1/24-PRESENTATIONEMAIL CORRESPONDENCE WITH COA PLANNERS: ANTHONY MCBRYDE COA CORRESPONDENCE 15 PRESENTERS: DEVELOPER- IAN M. ELLIS, AIA, NCARB, RID & ARCHITECT- SARAH JOHNSON, AIA, RID KINNEY AVE BOA VARIANCE- CASE NUMBER 2021-000085 BA - OCTOBER 21, 2021 D-1/25-PRESENTATION