B.1.1 - 3810 Duval St - Updated Drawings | Historic Landmark Commission

Historic Landmark Commission – Dec. 17, 2021

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3 8 1 0 D U V A L 3 8 1 0 D U V A L MAIN HOUSE: FIRST FLOOR SCREEN PORCH ADDITION + SECOND FLOOR ADDTION & REMODEL GUEST HOUSE: FIRST FLOOR ADDITION + SECOND FLOOR ADDTION McMANSION AREA CALCS : SF-3-NP LOT AREA BUILDABLE AREA (less setbacks) Max Impervious Coverage (45%) F.A.R. & Max Building Coverage (40%) = Total 12245 8256 5510 4898 INDEX OF SHEETS: (*) INCLUDED IN PERMIT FILING SET A 0 . 1 C O V E R | A R C H I T E C T U R A L S I T E P L A N A 1 . 0 D E M O L I T I O N P L A N S – M A I N H O U S E A 1 . 1 P R O P O S E D M A I N H O U S E F L O O R P L A N S A 2 . 0 E X T E R I O R E L E VAT I O N S A 3 . 0 A D U D E TA I L S A 3 . 1 A D U E X T E R I O R E L E VAT I O N S REMOVE 88 SQFT OF IMP. COVER p o w e r p o l e Tag # Description Comments 12/10/21 CONSTRUCTION TO MEET 2015 IRC CODE STANDARDS AND ALL LOCAL AMENDMENTS TREE LIST 56 86 87 90 148 155 188 202 250 9" REDBUD 8" SPANISH OAK 24" PECAN 27" MESQUITE 29" PECAN 27" MESQUITE 9" SPANISH OAK 42" PECAN 25" PECAN (M) (P) (H) Preserve Preserve Preserve (P)(H) Preserve (P)(H) Preserve (P)(H) REMOVE Preserve Preserve (P)(H) Preserve Multi-Stem Protected Heritage spot 614.2' McMan Tent Elev. 614'2.72" x e McMan Tent Elev. 614'2.86" = = AG=614'4.35" = = R 25'-0" 100% CRZ = e = R 20'-11 7/8" 50% CRZ #202 = e A/C R 10'-6" 25% CRZ = AG=614'8.92" R 42'-0" 100% CRZ EXISTING GREEN HOUSE TO BE REMOVED EXISTING SHED TO REMAIN " 4 / 3 7 - ' 1 M c M a n T e nt Ele v. P # 4 6 1 4'1 0.2 2" = e = McMan Tent Elev. HP #3 614'9.99" H e = " 0 - ' 0 1 K C A B T E S D R A Y R A E R e = = X x = R 6'-3" 25% CRZ = R 12'-6" 50% CRZ = EXISTING ADU + 1ST & 2ND FLR ADDITION #155 e R 13'-6" 50% CRZ R 6'-9" 25% CRZ AG=614'4.70" NEW STAIR TO 2ND FLR. R 27'-0 1/8" 100% CRZ AG=614'6.73" 6'-0" 20'-0" AG=614'7.56" NEW REAR PORCH " 3 - ' 0 1 2'-9" PROPOSED ONE STORY SCREEN PORCH ADDITION 616.9' FFE " 2 / 1 8 - ' 3 2 E R U T C U R T S O T E R U T C U R T S " 6 - ' 3 NEW STAIRS " 0 - ' 6 13'-9" NEW RAMP d a e ric h r t e c v ele o " 9 - ' 2 1 " 6 - ' 3 " 0 - ' 4 = = = R 14'-9 5/8" 50% CRZ McMan Tent Elev. 614'2.17" = #188 AG=614'3.51" = = REMOVE " 0 - ' 0 4 3 # N O T R O P I spot 614.6' NEW ELEC. METER LOCATION = AG=614'9.97" McMan Tent Elev. HP #2 614'8.57" THE FOLLOWING MAY NOT BE PLACED WITHIN 1⁄2 CRITICAL ROOT ZONES: ACCESS ROUTES MATERIAL STAGING DUMPSTER SPOILS PLACEMENT, TYP. ALL PROTECTED TREES #250 THE FOLLOWING MAY NOT BE PLACED WITHIN FULL CRITICAL ROOT ZONES: PORTABLE TOILET CONCRETE WASHOUT PAINT WASHOUT, TYP. ALL PROTECTED TREES TORA– CONSTRUCTION STAGING AREA #2– +/- 18'-0" x 18'-0", OVER EXISTING IMPERVIOUS COVER. THE FOLLOWING MAY NOT BE PLACED WITHIN FULL CRITICAL ROOT ZONES: PORTABLE TOILET CONCRETE WASHOUT PAINT WASHOUT   THE FOLLOWING MAY NOT BE PLACED WITHIN 1⁄2 CRITICAL ROOT ZONES: ACCESS ROUTES MATERIAL STAGING DUMPSTER SPOILS PLACEMENT   = = = McMan Tent Elev. 614'11.07" TORA– ACCESS ROUTE OVER EXISTING IMPERVIOUS COVER AG=614'2.60" EXISTING ONE STORY HOUSE W/ SECOND FLOOR ADDITION 616.9' FFE = 5'-0" SIDE YARD SETBACK = = 614 M c M 6 1 3'1 a n T e 1 . 5 " n t E l e v. TORA– CONSTRUCTION STAGING AREA #1– +/- 13'-0" x 25'-0" OVER EXISTING IMPERVIOUS COVER. LUMBER DROP, CONCRETE WASH OUT, PORTA-POT LOCATION. THE FOLLOWING MAY NOT BE PLACED WITHIN FULL CRITICAL ROOT ZONES: PORTABLE TOILET CONCRETE WASHOUT PAINT WASHOUT   THE FOLLOWING MAY NOT BE PLACED WITHIN 1⁄2 CRITICAL ROOT ZONES: ACCESS ROUTES MATERIAL STAGING DUMPSTER SPOILS PLACEMENT   BUILDING LINE #56 17'-11" Drive EXISTING COVERED PORCH 616.70' FFE " 0 - ' 5 2 K C A B T E S D R A Y T N O R F 4 1 6 R 13'-6" 50% CRZ R 6'-9" 25% CRZ #90 R 27'-0" 100% CRZ THE FOLLOWING MAY NOT BE PLACED WITHIN FULL CRITICAL ROOT ZONES: PORTABLE TOILET CONCRETE WASHOUT PAINT WASHOUT, TYP. ALL PROTECTED TREES 3 1 6 2 Architectural Site Plan +TORA Scale: 3/32" = 1'-0" e NEW REAR PORCH NEW STAIRS 4'-5" 3'-7" A/C A/C R 7'-3" 25% CRZ #148 " 0 - ' 0 4 2 # N O T R O P I R 29'-0" 100% CRZ #86 McMan Tent Elev. HP #1 614'5.02" 5'-0" SIDE YARD SETBACK " 0 - ' 0 4 1 # N O T R O P I R 24'-0" 100% CRZ R 12'-0" 50% CRZ R 6'-0" 25% CRZ #87 McMan Tent Elev. 613'11.9" AG=614'1.31" 613 THE FOLLOWING MAY NOT BE PLACED WITHIN 1⁄2 CRITICAL ROOT ZONES: ACCESS ROUTES MATERIAL STAGING DUMPSTER SPOILS PLACEMENT, TYP. ALL PROTECTED TREES BENCH MARK TREE PROTECTION FENCING– PLEASE NOTE, ANY AREA OF ROOT ZONE THAT IS NOT FENCED WILL REQUIRE AN 8 INCH LAYER OF SHREDDED, HARDWOOD MULCH TO HELP DISTRIBUTE IMPACTS THROUGH THE UNFENCED ROOT ZONE,TYP. GENERAL NOTES: Fencing is required to be chain-link mesh at a minimum height of five feet. When the tree protection fencing cannot incorporate the entire ½ Critical Root Zone, an eight inch layer of mulch within the entire available root zone area is required for all trees which have any disturbance indicated within any portion of the Critical Root Zone. Foot traffic is considered a root zone disturbance. COA requires 2x4 or greater size planks (6’ tall minimum) to be strapped securely around protected trees trunks and root flares when protective fencing does not incorporate the entire ½ CRZ for any reason at any time in the project. The following may not be placed within ½ Critical Root Zones: •Dumpster •Spoils placement Avoid the ½ Critical Root Zones of protected trees with any newly proposed work. If trenching within the ½ CRZ of protected trees cannot be avoided, the trenches will have to be air spaded by a Certified Arborist for the top 30” to avoid cutting roots 1.5”+ in diameter and the paid receipt for the work will be required by the Final Tree Inspector. No foundation formwork, stakes or batter boards are allowed within or at the edge of the 1/2 CRZ of protected trees - Please refer to TOR Detail #2 above. No over excavation or compaction outside of the form edge. Foundation Concrete Pour: Either- Concrete line pump: Wrap connections of concrete line pump with plastic to prevent concrete slurry from leaching into ground and near roots of trees. Or- Concrete truck: If heavy equipment will be rolling over any area of the full CRZ of protected trees, provide 3/4" plywood over 2x4 lumber over 12″ layer of mulch to bridge over the roots and prevent soil/root compaction. After construction is completed, spread mulch around site to leave a max layer of 3″ within root zones. Tree Pruning: If any pruning of protected tree canopies expected for access, new structures or the health of the protected tree(s) a Certified Arborist must perform the pruning and pruning can only happen once during the project duration. This should typically happen prior to construction to avoid damage to the trees during construction, especially with new two story builds. If pruning is expected, have a Certified Arborist assess the pruning needs for the project and provide a written assessment with the Update submittals of the estimated percentage of canopy that the pruning is proposed to remove – this cannot exceed 25% per protected tree. A “paid in full” receipt for the work will be required from this Certified Arborist to the Final Tree Inspector. If 25% or more of the canopy is desired to be removed (for any protected tree), a Certified Arborist must provide a written report to us before performing this work in order for us to consider the permit required to do so. mad works mad works a r c h i t e c t u r e + M i c h a e l D i a n i , R A i n f o @ m a d - w o r k s . c o m 5 1 2 . 8 2 9 . 7 2 9 5 P . O . B o x 4 8 8 7 A u s t i n , T X 7 8 7 6 5 w w w . m a d - w o r k s . c o m N Y | N J | T X CLIENT: Paul Carapetyan BUILDER: Paul Carapetyan STRUCTURAL ENGINEER: SURVEYOR: Waterloo Surveyors Thomas Dixon LEGAL DESCRIPTION: N63.36FT OF LOT 59 * & S16.64FT OF LOT 60 SHADOW LAWN Drawings and specifications as instruments of professional service are and shall remain the property of mad works. No reproduction or use, in whole or in part, shall be made without the written authorization of mad works. This document is intended solely for the construction of the project named herein and shall not be used by any other parties for any construction without the written consent of mad works. mad works waives any and all responsibility and liability for problems which arise from failure to follow these plans, specifications and design intent they convey, or for problems which arise from other's failure to obtain and/or follow mad works's guidance with respect to any errors, omissions, inconsistencies, ambiguities or conflicts which are alleged. D U V A L 3 8 1 0 D U V A L S T R E E T, A U S T I N , T X 7 8 7 5 1 I S S U E D F O R R E V I E W PRINT 11X17 DRAWINGS AT 50%. MEASURES AT 1/2 SCALE SHOWN ISSUE DATE SET 8/26/2021 CoA Issue #1 A0.1 A rc hite ctu ral S ite P la n P R I N T E D 12/10/21 1 Isometric View Scale: 1/8" = 1'-0" Property Profile ReportOne Texas Center | 505 Barton Springs Road, Austin, TX 78704 | 512.978-4000Location:3810 DUVAL STGeneral Information0218060412Parcel ID:MJ25Grid:Planning & ZoningFuture Land Use (FLUM):Regulating Plan:Zoning:No Future Land Use MapNo Regulating PlanSF-3-HD-NCCD-NPZoning Cases:Zoning Overlays:Neighborhood Conservation Combining District: HYDE PARKResidential Design Standards: LDC/25-2-Subchapter FSelected Sign OrdinancesInfill Options:--Neighborhood Restricted Parking Areas:Central Austin Neighborhoods Planning AreaCommittee, Hyde Park Neighborhood Assn.Mobile Food Vendors:--Historic Landmark:--EnvironmentalFully Developed Floodplain:FEMA Floodplain:Austin Watershed Regulation Areas:Watershed Boudaries:Creek Buffers:Edwards Aquifer Recharge Zone:Edwards Aquifer Recharge Verification Zone:Erosion Hazard Zone Review Buffer:NoNoURBANWaller CreekNoNoNoNoPolitical BoundariesCommunity Registry:Jurisdiction:Council District:County:School District:AUSTIN FULL PURPOSE9TRAVISAustin ISDAustin Independent School District, Austin Lost and Found Pets,Austin Neighborhoods Council, Central Austin CommunityDevelopment Corporation, Central Austin Urbanists, Friends ofAustin Neighborhoods, Friends of Hyde Park, HomelessNeighborhood Association, Hyde Park Neighborhood Assn., HydePark Neighborhood Plan Contact Team, NeighborhoodEmpowerment Foundation, North Austin Neighborhood Alliance,Preservation Austin, SELTexas, Sierra Club, Austin Regional GroupZoning MapCurrent ImageryC14-01-0046C14-01-0046.01C14H-2010-0019Zoning Ordinances:020131-20Local Historic District: 20101216-09320120112-086Zoning GuideThe Guide to Zoning provides a quick explanation of the above Zoning codes, however, the Development Assistance Center provides general zoning assistance and can advise you on the type of development allowed on a property. Visit Zoning for the description of each Base Zoning District. For official verification of the zoning of a property, please order a Zoning Verification Letter. General information on the Neighborhood Planning Areas is available from Neighborhood Planning.Vicinity MapUrban Roadways:Yes*Right click hyperlinks to open in a new window.HYDE PARKNeighborhood Plan:The Information on this report has been produced by the City of Austin as a working document and is not warranted for any other use. Nowarranty is made by the City regarding its accuracy or completeness.Date created: 6/14/2021VARIESXXXXXXXXXXXXBUILDINGTREE PROTECTION FENCEDRIPLINECRITICAL ROOT ZONECITY OF AUSTINSTANDARD NO.ADOPTEDWATERSHED PROTECTION DEPARTMENTCITY OF AUSTINTHE ARCHITECT/ENGINEER ASSUMESRESPONSIBILITY FOR APPROPRIATE USEOF THIS STANDARD.TREE PROTECTION FENCEMODIFIED TYPE A - CHAIN LINK610S-424 m(8’)LIMITS OFCRITICAL ROOT ZONERADIUS=12 mm PER mm(1 ft PER in)OF TRUNK DIAMETER1.5 m(5’)**AS NEEDED TO PROVIDE MINIMUM NECESSARY WORK SPACE. IF LESS THAN 1.5 m (5’), THEN ADD BOARDS STRAPPED TO TRUNK.6 m FOR500 mm DIA. TREE(20’-0’’ FOR20’’ DIA. TREE)WOOD CHIP MULCH150 mm (6’’) DEPTH11/15/99RECORD COPY SIGNEDBY J. PATRICK MURPHYWOOD CHIP MULCH AREA100 mm-150 mm(4’’-6’’) DEPTHProperty Profile ReportOne Texas Center | 505 Barton Springs Road, Austin, TX 78704 | 512.978-4000Location:3810 DUVAL STGeneral Information0218060412Parcel ID:MJ25Grid:Planning & ZoningFuture Land Use (FLUM):Regulating Plan:Zoning:No Future Land Use MapNo Regulating PlanSF-3-HD-NCCD-NPZoning Cases:Zoning Overlays:Neighborhood Conservation Combining District: HYDE PARKResidential Design Standards: LDC/25-2-Subchapter FSelected Sign OrdinancesInfill Options:--Neighborhood Restricted Parking Areas:Central Austin Neighborhoods Planning AreaCommittee, Hyde Park Neighborhood Assn.Mobile Food Vendors:--Historic Landmark:--EnvironmentalFully Developed Floodplain:FEMA Floodplain:Austin Watershed Regulation Areas:Watershed Boudaries:Creek Buffers:Edwards Aquifer Recharge Zone:Edwards Aquifer Recharge Verification Zone:Erosion Hazard Zone Review Buffer:NoNoURBANWaller CreekNoNoNoNoPolitical BoundariesCommunity Registry:Jurisdiction:Council District:County:School District:AUSTIN FULL PURPOSE9TRAVISAustin ISDAustin Independent School District, Austin Lost and Found Pets,Austin Neighborhoods Council, Central Austin CommunityDevelopment Corporation, Central Austin Urbanists, Friends ofAustin Neighborhoods, Friends of Hyde Park, HomelessNeighborhood Association, Hyde Park Neighborhood Assn., HydePark Neighborhood Plan Contact Team, NeighborhoodEmpowerment Foundation, North Austin Neighborhood Alliance,Preservation Austin, SELTexas, Sierra Club, Austin Regional GroupZoning MapCurrent ImageryC14-01-0046C14-01-0046.01C14H-2010-0019Zoning Ordinances:020131-20Local Historic District: 20101216-09320120112-086Zoning GuideThe Guide to Zoning provides a quick explanation of the above Zoning codes, however, the Development Assistance Center provides general zoning assistance and can advise you on the type of development allowed on a property. Visit Zoning for the description of each Base Zoning District. For official verification of the zoning of a property, please order a Zoning Verification Letter. General information on the Neighborhood Planning Areas is available from Neighborhood Planning.Vicinity MapUrban Roadways:Yes*Right click hyperlinks to open in a new window.HYDE PARKNeighborhood Plan:The Information on this report has been produced by the City of Austin as a working document and is not warranted for any other use. Nowarranty is made by the City regarding its accuracy or completeness.Date created: 6/14/2021EXISTING WINDOWS & PORTION OF WALL TO BE REMOVED, TYP. CLOSET CLOSET BATHROOM #2 109 BEDROOM #2 107 CLOSET KITCHEN 104 BATHROOM #1 108 LAUNDRY 106 CLOSET CLOSET PARLOR 102 LIVING RM 101 BEDROOM #1 105 DINING RM 103 EXISTING WALLS TO BE REMOVED, TYP. EXISTING WALLS TO BE REMAIN, TYP. PLAYROOM/ DEN 202 BEDROOM #4 203 BATHROOM #3 204 BEDROOM #3 201 ATTIC STORAGE 1 Existing First Floor + Demo Plan Scale: 1/4" = 1'-0" 2 Existing Attic + Demo Plan Scale: 1/4" = 1'-0" mad works mad works a r c h i t e c t u r e + M i c h a e l D i a n i , R A i n f o @ m a d - w o r k s . c o m 5 1 2 . 8 2 9 . 7 2 9 5 P . O . B o x 4 8 8 7 A u s t i n , T X 7 8 7 6 5 w w w . m a d - w o r k s . c o m N Y | N J | T X 12/10/21 CLIENT: Paul Carapetyan BUILDER: Paul Carapetyan STRUCTURAL ENGINEER: SURVEYOR: Waterloo Surveyors Thomas Dixon LEGAL DESCRIPTION: N63.36FT OF LOT 59 * & S16.64FT OF LOT 60 SHADOW LAWN Drawings and specifications as instruments of professional service are and shall remain the property of mad works. No reproduction or use, in whole or in part, shall be made without the written authorization of mad works. This document is intended solely for the construction of the project named herein and shall not be used by any other parties for any construction without the written consent of mad works. mad works waives any and all responsibility and liability for problems which arise from failure to follow these plans, specifications and design intent they convey, or for problems which arise from other's failure to obtain and/or follow mad works's guidance with respect to any errors, omissions, inconsistencies, ambiguities or conflicts which are alleged. D U V A L 3 8 1 0 D U V A L S T R E E T, A U S T I N , T X 7 8 7 5 1 I S S U E D F O R R E V I E W PRINT 11X17 DRAWINGS AT 50%. MEASURES AT 1/2 SCALE SHOWN ISSUE DATE SET 8/26/2021 CoA Issue #1 A1.0 D e m olitio n P la n s – M ain H o u s e P R I N T E D 12/10/21 20'-0" NEW SCREEN PORCH 108 UP " 2 / 1 4 - ' 2 1 " 2 / 1 1 1 - ' 7 " 0 - ' 5 POCHE INDICATES EXTENT OF AREA BELOW 5' (NOT COUNTED) 4 Second Floor Section Scale: 3/16" = 1'-0" 4'-1" 7'-8" 11'-11" POCHE INDICATES EXTENT OF NEW ROOF, TYP. EXISTING ROOF TO REMAIN, TYP. UP CLOSET CLOSET BATHROOM #2 109 BEDROOM #2 107 CLOSET KITCHEN 104 " 0 - ' 2 UP EXISTING WALLS TO BE REMAIN, TYP. NEW WALLS, TYP. BATHROOM #1 108 DWN W-206 W-207 CL RIDGE ABOVE BEDROOM #4 203 CLOSET 6 0 2 - D D-204 CLOSET BATHROOM #3 204 UP LAUNDRY 106 BEDROOM #1 105 DINING RM 103 CLOSET CLOSET UP PARLOR 102 LIVING RM 101 " 4 - ' 2 " 0 - ' 3 1 0 2 - D " 7 - ' 8 " 8 - ' 3 " 8 - ' 3 " 4 - ' 4 " 0 1 - ' 1 5 0 2 - W 4 0 2 - W 2 0 2 - D 3 0 2 - D 3 0 2 - W DWN EXISTING MECHANICAL " 4 - ' 5 " 4 - ' 5 POWDER ROOM #1 205 1 0 2 - W 6 0 2 - D 7 0 2 - D CLOSET PLAYROOM/ DEN 202 BEDROOM #3 201 DECK DWN 3'-2" 5'-0" 3'-0" W-202 " 0 - ' 1 ATTIC STORAGE 2 Proposed Second Floor Plan Scale: 3/16" = 1'-0" MATCH EXISTING SLOPE= +/- 8:12, TYP. 1 Proposed First Floor Plan Scale: 3/16" = 1'-0" Door Schedule Nominal Size Door Style Door Frame Window Style Window Data h t d W i t h g e H i s s e n k c h T i Mark 201 202 203 204 206 206 207 D- D- D- D- D- D- D- 3'0" 3'0" 3'0" 2'8" 2'6" 2'6" 4'0" 6'8" 6'8" 6'8" 6'8" 6'8" 6'8" 6'8" 1 3/4" Swing Simple 1 3/4" Swing Simple 1 3/4" Swing Simple 1 3/4" Swing Simple 1 3/4" Swing Simple 1 3/4" Swing Simple 1 3/4" Slider N/A N/A N/A N/A N/A N/A XO i k c h T b m a J 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" h t p e D b m a J 4 1/2" 4 1/2" 4 1/2" 4 1/2" 4 1/2" 4 1/2" 4 1/2" Slab Style Glass Glass Glass Solid Solid Solid Solid Configuration Comments 3 Proposed Roof Plan Scale: 3/16" = 1'-0" Window Schedule Nominal Size t h g e H i . . A O h t d W i . . A O 4'0" 2'8" 2'8" 2'8" 2'8" 2'8" 2'8" Mark 201 202 203 204 205 206 207 W- W- W- W- W- W- W- Configuration 4'0" Bi-parting Casement 3'4" Casement 6'0" Casement 3'4" Casement 3'4" Casement 4'6" Double Hung 4'6" Double Hung N/A N/A N/A N/A N/A N/A N/A Head Height 7'5" 7'5" 6'8" EGRESS 6'8" 6'8" 6'8" EGRESS 6'8" EGRESS Comments mad works mad works a r c h i t e c t u r e + M i c h a e l D i a n i , R A i n f o @ m a d - w o r k s . c o m 5 1 2 . 8 2 9 . 7 2 9 5 P . O . B o x 4 8 8 7 A u s t i n , T X 7 8 7 6 5 w w w . m a d - w o r k s . c o m N Y | N J | T X 12/10/21 CLIENT: Paul Carapetyan BUILDER: Paul Carapetyan STRUCTURAL ENGINEER: SURVEYOR: Waterloo Surveyors Thomas Dixon LEGAL DESCRIPTION: N63.36FT OF LOT 59 * & S16.64FT OF LOT 60 SHADOW LAWN Drawings and specifications as instruments of professional service are and shall remain the property of mad works. No reproduction or use, in whole or in part, shall be made without the written authorization of mad works. This document is intended solely for the construction of the project named herein and shall not be used by any other parties for any construction without the written consent of mad works. mad works waives any and all responsibility and liability for problems which arise from failure to follow these plans, specifications and design intent they convey, or for problems which arise from other's failure to obtain and/or follow mad works's guidance with respect to any errors, omissions, inconsistencies, ambiguities or conflicts which are alleged. D U V A L 3 8 1 0 D U V A L S T R E E T, A U S T I N , T X 7 8 7 5 1 I S S U E D F O R R E V I E W PRINT 11X17 DRAWINGS AT 50%. MEASURES AT 1/2 SCALE SHOWN ISSUE DATE SET 8/26/2021 CoA Issue #1 A1.1 P r o p o s e d P la n s – M ain H o u s e P R I N T E D 12/10/21 " 1 1 - ' 6 " 5 - ' 2 2 MAIN HOUSE AAG= 614.416' 1 East Elevation Scale: 1/8" = 1'-0" 40'-0" PORTION #1 McMan Tent Elev. HP #1 614'5.02" 2 North Elevation Scale: 1/8" = 1'-0" 40'-0" PORTION #2 v. 7 " n t E l e 4 '8 . 5 1 e n T a 2 6 P # M M c H MAIN HOUSE AAG= 614.416' ADU AAG= 614.515' 40'-0" PORTION #3 a n T e nt E le v. P # 3 6 1 4'9.9 9 " M c M H M c M H a P # n T e 4 6 1 4'1 nt Ele 0.2 v. 2 " 12 8 12 8 M c H M P a # n 2 T e 6 1 n t 4 ' 8 . E l e 5 v . 7 " 3 West Elevation Scale: 1/8" = 1'-0" 1'-7 3/4" 40'-0" PORTION #3 40'-0" PORTION #2 40'-0" PORTION #1 4 South Elevation Scale: 1/8" = 1'-0" ADU AAG= 614.515' MAIN HOUSE AAG= 614.416' E N I L G N D L I U B I ° 0 5 . 0 4 " 0 - ' 2 3 " 0 - ' 5 1 M c H M P a # n 1 T e 6 1 n t 4 ' 5 . E l e 0 v . 2 " 10'-0" REAR YD. SETBACK ° 0 5 . 0 4 45.00° " 0 - ' 2 3 " 0 - ' 5 1 " 0 - ' 5 1 MAIN HOUSE AAG= 614.416' mad works mad works a r c h i t e c t u r e + M i c h a e l D i a n i , R A i n f o @ m a d - w o r k s . c o m 5 1 2 . 8 2 9 . 7 2 9 5 P . O . B o x 4 8 8 7 A u s t i n , T X 7 8 7 6 5 w w w . m a d - w o r k s . c o m N Y | N J | T X 12/10/21 CLIENT: Paul Carapetyan BUILDER: Paul Carapetyan STRUCTURAL ENGINEER: SURVEYOR: Waterloo Surveyors Thomas Dixon LEGAL DESCRIPTION: N63.36FT OF LOT 59 * & S16.64FT OF LOT 60 SHADOW LAWN Drawings and specifications as instruments of professional service are and shall remain the property of mad works. No reproduction or use, in whole or in part, shall be made without the written authorization of mad works. This document is intended solely for the construction of the project named herein and shall not be used by any other parties for any construction without the written consent of mad works. mad works waives any and all responsibility and liability for problems which arise from failure to follow these plans, specifications and design intent they convey, or for problems which arise from other's failure to obtain and/or follow mad works's guidance with respect to any errors, omissions, inconsistencies, ambiguities or conflicts which are alleged. D U V A L 3 8 1 0 D U V A L S T R E E T, A U S T I N , T X 7 8 7 5 1 I S S U E D F O R R E V I E W PRINT 11X17 DRAWINGS AT 50%. MEASURES AT 1/2 SCALE SHOWN ISSUE DATE SET 8/26/2021 CoA Issue #1 A2.0 E xte rio r E le v atio n s P R I N T E D 12/10/21 10'-0" REAR YD. SETBACK ° 0 5 . 0 4 T.O. Plate 8'-0" Second Floor T.O. Plate 10'-8 3/4" 9'-6" " 0 - ' 5 1 Finished Floor 0'-0" 1'-7 3/4" I E N L G N D L U B I I T.O. Plate 8'-0" Second Floor T.O. Plate 10'-8 3/4" 9'-6" Finished Floor 0'-0" 21'-11 1/2" 2/A3.1 20'-1 1/2" 1'-10" 21'-11 1/2" 2/A3.1 10'-0 1/2" 11'-10 1/2" LINE OF 10'-0" REAR YARD SETBACK BEDROOM #1 102A CLOSET BATHROOM #1 104A KITCHEN 103A 0 . 3 A / 5 0 . 2 A / 4 " 0 - ' 8 2 " 5 - ' 1 3 " 5 - ' 3 8/A3.0 BATHROOM #1 104A BEDROOM #1 102A " 0 - ' 3 1 CLOSET CLOSET 0 . 3 A / 6 0 . 2 A / 2 0 . 3 A / 5 0 . 2 A / 4 " 2 / 1 0 1 - ' 3 " 2 / 1 9 - ' 2 1 " 6 - ' 4 2 " 1 1 - ' 6 KITCHEN 103A CLOSET " 0 - ' 3 STORAGE 100A " 5 " 0 1 - ' 3 1 " 5 " 5 - ' 3 8/A3.0 LIVING RM 101A STORAGE 100A 7/A3.0 LIVING RM 101A 3'-0" 7/A3.0 " 1 - ' 8 1 OPEN TO BELOW LOFT 200A 0 . 3 A / 6 0 . 2 A / 2 " 3 - ' 8 1 " 8 / 1 1 - ' 8 1 " 2 / 1 3 - ' 9 " 0 - ' 2 1 ADU– Proposed Demo Plan Scale: 3/16" = 1'-0" 2'-6" 1'-11" 11'-2 1/2" 2'-2 1/2" 1/A3.1 6'-7 1/2" 15'-3 1/2" 2 ADU– Proposed First Floor Plan Scale: 3/16" = 1'-0" 1/A3.1 1'-11" 5'-8 1/2" 5'-9 1/2" 1'-11" 6'-7 1/2" 15'-3 1/2" 3 ADU– Proposed Second Floor Plan Scale: 3/16" = 1'-0" 4 ADU– Proposed Roof Plan Scale: 3/16" = 1'-0" AREA COUNTED TWICE. PLEASE REFER TO PLAN 12 7 LEGAL DESCRIPTION: N63.36FT OF LOT 59 * & S16.64FT OF LOT 60 SHADOW LAWN " 0 - ' 8 " 6 - ' 8 " 0 - ' 3 " 4 / 1 7 - ' 7 1 " 0 - ' 5 1 7 ADU– Building Section Scale: 3/16" = 1'-0" 40'-0" PORTION #3 40'-0" PORTION #3 ADU AAG= 614.515' ADU AAG= 614.515' 5 ADU– Exterior Elevation Scale: 3/16" = 1'-0" 6 ADU– Exterior Elevation Scale: 3/16" = 1'-0" 8 ADU– Building Section Scale: 3/16" = 1'-0" 10'-0" Rear Yard Setback M c M H a P # n T e 3 6 n t 1 4 ' E l e 9 . 9 v . 9 " mad works mad works a r c h i t e c t u r e + M i c h a e l D i a n i , R A i n f o @ m a d - w o r k s . c o m 5 1 2 . 8 2 9 . 7 2 9 5 P . O . B o x 4 8 8 7 A u s t i n , T X 7 8 7 6 5 w w w . m a d - w o r k s . c o m N Y | N J | T X 12/10/21 CLIENT: Paul Carapetyan BUILDER: Paul Carapetyan STRUCTURAL ENGINEER: SURVEYOR: Waterloo Surveyors Thomas Dixon Drawings and specifications as instruments of professional service are and shall remain the property of mad works. No reproduction or use, in whole or in part, shall be made without the written authorization of mad works. This document is intended solely for the construction of the project named herein and shall not be used by any other parties for any construction without the written consent of mad works. mad works waives any and all responsibility and liability for problems which arise from failure to follow these plans, specifications and design intent they convey, or for problems which arise from other's failure to obtain and/or follow mad works's guidance with respect to any errors, omissions, inconsistencies, ambiguities or conflicts which are alleged. D U V A L 3 8 1 0 D U V A L S T R E E T, A U S T I N , T X 7 8 7 5 1 I S S U E D F O R R E V I E W PRINT 11X17 DRAWINGS AT 50%. MEASURES AT 1/2 SCALE SHOWN ISSUE DATE SET 8/26/2021 CoA Issue #1 A3.0 A D U D etails P R I N T E D 12/10/21 " 1 - ' 5 " 7 - ' 0 2 ADU AAG= 614.515' 1 ADU– Exterior Elevation Scale: 3/16" = 1'-0" ° 0 5 . 0 4 " 0 - ' 2 3 " 0 - ' 5 1 M c M H a P # n T e 2 6 n t 1 4 ' E l e 8 . 5 v . 7 " 45.00° " 1 - ' 5 " 7 - ' 0 2 ADU AAG= 614.515' 2 ADU– Exterior Elevation Scale: 3/16" = 1'-0" " 0 - ' 2 3 " 0 - ' 5 1 H P #3 614'9.99" M cM an Tent Elev. mad works mad works a r c h i t e c t u r e + M i c h a e l D i a n i , R A i n f o @ m a d - w o r k s . c o m 5 1 2 . 8 2 9 . 7 2 9 5 P . O . B o x 4 8 8 7 A u s t i n , T X 7 8 7 6 5 w w w . m a d - w o r k s . c o m N Y | N J | T X 12/10/21 CLIENT: Paul Carapetyan BUILDER: Paul Carapetyan STRUCTURAL ENGINEER: SURVEYOR: Waterloo Surveyors Thomas Dixon LEGAL DESCRIPTION: N63.36FT OF LOT 59 * & S16.64FT OF LOT 60 SHADOW LAWN Drawings and specifications as instruments of professional service are and shall remain the property of mad works. No reproduction or use, in whole or in part, shall be made without the written authorization of mad works. This document is intended solely for the construction of the project named herein and shall not be used by any other parties for any construction without the written consent of mad works. mad works waives any and all responsibility and liability for problems which arise from failure to follow these plans, specifications and design intent they convey, or for problems which arise from other's failure to obtain and/or follow mad works's guidance with respect to any errors, omissions, inconsistencies, ambiguities or conflicts which are alleged. D U V A L 3 8 1 0 D U V A L S T R E E T, A U S T I N , T X 7 8 7 5 1 I S S U E D F O R R E V I E W PRINT 11X17 DRAWINGS AT 50%. MEASURES AT 1/2 SCALE SHOWN ISSUE DATE SET 8/26/2021 CoA Issue #1 A3.1 A D U M c M a n E xte rio r E le v atio n s P R I N T E D 12/10/21