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e t a i r r p o p p a d n a g n i t i r w n i t n e m e e g a y b r t p e c x e , s t c e o p r j r e h t o r o j r , t c e o p e h t f o s n o i s n e t x e n o d e s u e b o t t o n e a y e h T . t c e t i h c A e h t f r r r o y t r e p o p e h t n a m e i r l l r a h s d n a e a e c v r e s f i o s t n e m u r t s n i s a s n o i t a c i i f i c e p S d n a s g n w a D r i r o , s e c n e u q e s , s e u q n h c e t , s d o h t e m i , s n a e m n o i t c u r t s n o c r o f l e b i s n o p s e r e b t o n l l i w t c e t i h c A e h T . r e t i s b o j e h t t a s n o i s n e m d g n i t i a e l r r o c d n a g n m i r i f n o c r o f l e b i s n o p s e r s i r o t c a r t n o C l r a e n e G e h T . t c e t i h c A e h t o t n o i t r a s n e p m o c j r . t c e o p e h t h t i w n o i t c e n n o c n i s r r m a g o p d n a s n o i t u a c e p y t e a s r f r o f r o r , s e u d e c o p r CLIENT BEN & ANNA HALLMARK 8.28.21 PROJECT INFORMATION VICINTY MAP PROJECT DESCRIPTION REMODEL AND ADDITION TO A SPLIT-LEVEL RESIDENCE IN THE CITY OF AUSTIN LEGAL DESCRIPTION LOT 5, BLOCK 4 OF TRAVIS HEIGHTS, A SUBDIVISION IN AUSTIN, TEXAS, ACCORDING TO THE MAP OR PLAT THEREOF RECORDED IN VOLUME 3 PAGE 15 OF THE PLAT RECORD OF TRAVIS COUNTY, TEXAS. (TCAD PARCEL #282923) ZONING SF-3-NP - SINGLE-FAMILY RESIDENTIAL RESIDENTIAL DESIGN STANDARDS (MCMANSION) SOUTH RIVER CITY NEIGHBORHOOD PLANNING AREA GENERAL PROJECT NOTES CONTACTS PERFORM ALL WORK IN ACCORDANCE WITH THE CITY OF AUSTIN CODES, REGULATIONS & ORDINANCES DO NOT SCALE DRAWING, CONTACT ARCHITECT UPON DISCOVERY OF MISSING INFORMATION OR CONFLICTS IN DRAWINGS STRUCTURAL ENGINEERING FOR ALL PARTS OF THIS PROJECT TO BE DESIGNED BY OTHERS MECH, ELEC, PLUMB & FIRE ENGINEERING TO BE PROVIDED BY OTHERS. MAY REQUIRE COORDINATION WITH ARCHITECT VERIFY EXISTING CONDITIONS AND DIMENSIONS PROR TO CONSTRUCTION START ARCHITECT CVMA CONTACT: E-MAIL: PHONE: CONTRACTOR: -NAME- CONTACT: E-MAIL: PHONE: CAROLYN VAN METER CAROLYN@CVMARCHITECTURE.COM 512.740.8595 STRUCTURAL ENGINEER: STEINMAN LUEVANO STRUCTURES CONTACT: E-MAIL: PHONE: DREW CAVE DREW@SLSTRUCTURES.COM 512.891.6766 FIRE PROTECTION THIS PROJECT DOES NOT EXCEED 3,600 SF AND THEREFORE IS NOT REQUIRED TO BE REVIEWED BY THE FIRE DEPARTMENT INTERIOR DESIGNER: -NAME- CONTACT: E-MAIL: PHONE: SYMBOLS LEGEND DRAWING INDEX SITE PLAN AND AREA CALCULATIONS ARCHITECTURAL A0.0 COVER SHEET A1.1 A1.2 DEMOLITION PLAN A1.3 DEMOLITION ELEVATIONS A2.1 A2.2 A2.3 A4.1 A4.2 LEVEL 1 PLAN LEVEL 2 PLAN ROOF PLAN EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS BUILDNG SECTION MARKER WALL SECT./DETAIL MARKER STRUCTURAL S1 S2 S3 S4 S5 S6 FOUNDATION PLAN FIRST FLOOR CEILING FRAMING AND SECOND FLOOR FRAMING PLAN ROOF FRAMING PLAN AND SECOND FLOOR CEILING PLAN DETAILS BRACE WALL PLANS NOTES 1 View Name 1/8" = 1'-0" DRAWING TITLE DRAWING NUMBER Room name ??? CLG. ??? FLOOR 1 ROOM NAME - CEILING HEIGHT - FLOOR MATERIAL A1.0 ELEVATION MARKER SIM SIM 1 A101 1 A101 1 A 1 Name Elevation LEVEL MARKER KEY NOTE 101 DOOR NUMBER WINDOW KEY CENTERLINE REVISION NUMBER P O R D FLOOR DROP NORTH ARROW CVMA Carolyn Van Meter Architecture carolyn@cvmarchitecture.com c: 512.740.8595 K R A M L L A H E C N E D I S E R 1412 ALAMEDA DR. AUSTIN, TEXAS 78704 ISSUE DATES: PRICING SET PERMIT SET HISTORICAL REVIEW 6.29.21 7.20.21 8.28.21 A0.0 COVER SHEET DRAWINGS AT 50% SCALE IF PRINTED ON 11X17 PAPER 1 OF 8 TREE PROTECTION NOTES CRITICAL ROOT ZONE (CRZ) IMPACTS: A MINIMUM OF 50% OF THE CRZ MUST BE PRESERVED AT NATURAL GRADE, WITH NATURAL GROUND COVER. NO CUT OR FILL GREATER THAN 4" WILL BE LOCATED CLOSER TO THE TREE TRUNK THAN 1/2 THE CRZ RADIUS DISTANCE AS SHOWN ON PLAN. NO CUT OR FILL WILL BE LOCATED CLOSER TO THE TREE TRUNK THAN 1/4 THE CRZ RADIUS DISTANCE AS SHOWN ON PLAN. TEMPORARY TREE PROTECTION FENCING IS REQUIRED FOR ALL TREES TO BE PRESERVED WITHIN THE LIMITS OF CONSTRUCTION. PROTECTIVE FENCES SHALL BE INSTALLED PRIOR TO THE START OF ANY SITE PREPARATION WORK, AND SHALL BE MAINTAINED THROUGHOUT ALL PHASES OF THE CONSTRUCTION PROJECT. PROTECTIVE FENCES SHALL SURROUND THE TREES OR GROUPS OF TREES, AND WILL BE LOCATED AT THE OUTERMOST LIMIT OF BRANCHES (DRIP/FULL CRZ) OR AS MUCH OF THE CRZ AS IS PRACTICAL. FENCING IS REQUIRED TO BE CHAIN LINK MESH AT A MINIMUM OF 5' HIGH. DEVIATION FROM MINIMUM CRITERIA. EXCEPTIONS TO INSTALLING FENCES AT TREE DRIP LINES MAY BE PERMITTED IN THE FOLLOWING CASES: WHERE THERE IS TO AN APPROVED GRADE CHANGE, IMPERMEABLE PAVING SURFACE, TREE WELL, OR OTHER SUCH SITE DEVELOPMENT, ERECT THE FENCE APPROXIMATELY 2-4 FEET BEYOND THE AREA DISTURBED. WHERE PERMEABLE PAVING IS TO BE INSTALLED WITHIN A TREE'S DRIP LINE, ERECT THE FENCE AT THE OUTER LIMITS OF THE PERMEABLE PAVING AREA (PRIOR TO SITE GRADING SO THAT THIS AREA IS GRADED SEPARATELY PRIOR TO PAVING INSTALLATION TO MINIMIZE ROOT DAMAGE); WHERE TREES ARE CLOSE TO PROPOSED BUILDINGS, ERECT THE FENCE TO ALLOW 6-10 FEET OF WORK SPACE BETWEEN THE FENCE AND THE BUILDING; WHERE THERE ARE SEVERE SPACE CONSTRAINTS DUE TO TRACT SIZE, OR OTHER SPECIAL REQUIREMENTS, CONTACT THE CITY ARBORIST TO DISCUSS ALTERNATIVES. WHERE ANY OF THE ABOVE EXCEPTIONS RESULT IN A FENCE BEING CLOSER THAN 5' TO THE TREE TRUNK, PROTECT THE TRUNK AND ROOT FLARES WITH STRAPPED-ON 2x4 PLANKING TO A HEIGHT OF 8' (OR THE LIMITS OF LOWER BRANCHING) IN ADDITION TO THE REDUCED FENCING PROVIDED. WHEN THE TREE PROTECTION FENCING CANNOT INCORPORATE THE ENTIRE 1/2 CRZ, AN 8" LAYER OF MULCH WITHIN THE ENTIRE AVAILABLE ROOT ZONE AREA IS REQUIRED. CROWN IMPACTS. NO MORE THAN 25% OF THE FOLIAGE SHOULD BE REMOVED WITHIN AN ANNUAL GROWING SEASON. WHERE MORE THAN 25% IS REQUESTED, A TREE PERMIT IS REQUIRED. TREE LIST T1 T2 T3 T4 39.5" OAK 42" OAK 7" HACKBERRY 10.5" HACKBERRY e t a i r r p o p p a d n a g n i t i r w n i t n e m e e g a y b r t p e c x e , s t c e o p r j r e h t o r o j r , t c e o p e h t f o s n o i s n e t x e n o d e s u e b o t t o n e a y e h T . t c e t i h c A e h t f r r r o y t r e p o p e h t n a m e i r l l r a h s d n a e a e c v r e s f i o s t n e m u r t s n i s a s n o i t a c i i f i c e p S d n a s g n w a D r i r o , s e c n e u q e s , s e u q n h c e t , s d o h t e m i , s n a e m n o i t c u r t s n o c r o f l e b i s n o p s e r e b t o n l l i w t c e t i h c A e h T . r e t i s b o j e h t t a s n o i s n e m d g n i t i a e l r r o c d n a g n m i r i f n o c r o f l e b i s n o p s e r s i r o t c a r t n o C l r a e n e G e h T . t c e t i h c A e h t o t n o i t r a s n e p m o c j r . t c e o p e h t h t i w n o i t c e n n o c n i s r r m a g o p d n a s n o i t u a c e p y t e a s r f r o f r o r , s e u d e c o p r SITE PLAN LEGEND EXISTING TO BE REMODELED NEW ADDITION PROPERTY LINE SETBACK LINE MCMANSION INTERVAL LINE OUTLINE OF ROOF CONSTRUCTION STAGING PROTECTIVE MULCHED AREA SITE PLAN NOTES 1. 2. 3. 4. 5. 6. CONTRACTOR RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS BUILDER TO REGRADE TOPO/FINISH GRADE TO PROVIDE PROPER DRAINAGE AWAY FROM BUILDING CIVIL ENGINEERING & LANDSCAPING BY OTHERS SITE PLAN IS DRAWN FROM INFORMATION ON SURVEY PROVIDED BY OWNER ONLY TREES 19" DIAMETER AND GREATER ARE SHOWN ON SITE PLAN WITH CRITICAL ROOT ZONE DIAGRAMS SIDEWALK INSTALLATION REQUIRED. GROSS FLOOR AREA INCREAED BY MORE THAN 50%. PAYMENT TO BE MADE IN LIEU OF SIDEWALK INSTALLATION CVMA Carolyn Van Meter Architecture carolyn@cvmarchitecture.com c: 512.740.8595 8.28.21 K R A M L L A H E C N E D I S E R 1412 ALAMEDA DR. AUSTIN, TEXAS 78704 ISSUE DATES: PRICING SET PERMIT SET HISTORICAL REVIEW 6.29.21 7.20.21 8.28.21 SITE PLAN 1/8" = 1'-0" 1 A1.1 SITE PLAN AND AREA CALCULATIONS DRAWINGS AT 50% SCALE IF PRINTED ON 11X17 PAPER 2 OF 8 30' - 3 1/2" PORTION 3 40' - 0" PORTION 2 40' - 0" PORTION 1 N 59° 44' 21" W 139.74' 493' - 0" AC CONDENSORS ELECTRIC METER 495' - 9" 5' SETBACK T3 T4 29' - 6 11/16" O . H . E L E C . MATERIAL STAGING DUMPSTER 489' - 0" ' . 4 0 0 5 W " 5 4 ' 8 1 ° 0 3 S 491' - 1" EXIST. STONE WALLS EXIST. DRIVE STRIPS ROOF OVERHEAD R 19' - 9" 1/2 CRZ " 1 / 2 0 / 4 C R Z R 9 ' - 1 1 T1 K C A B T E S ' 0 1 491' - 8" LOWEST ADJ. GRADE EXIST. SCREENED PORCH EXIST. WOOD DECK AND STAIRS 2 STORY ADDITION F.F.E. TO MATCH EXISTING 4 9 1' - 0" 4 9 2 ' - 0 " 493' - 0" 5' SETBACK 494' - 0" 495' - 0" 490' - 11" S 59° 44' 21" E 139.85' 492' - 9" HIGH PT. OF PORTION 3 495' - 2" HIGH PT. OF PORTION 2 FENCING AT CRZ TO BE CHAIN-LINK MESH AT MIN. OF 5' H. INSTALL 2X4 LUMBER (6' H. MIN.) SECURELY AROUND THE TRUNK AND ROOT FLARES TO PREVENT DAMAGE I E N L G N D L U B I I K C A B T E S ' 5 2 496' - 10" HIGHEST ADJ. GRADE T2 R 1 0' - 6 " 1/4 C R Z 4 9 7 ' - 0 " R 21' - 0" 1/2 CRZ 4 9 8 ' - 0 " 497' - 5" HIGH PT. OF PORTION 1 EXISTING SPLIT-LEVEL RESIDENCE UPPER F.F.E. = 498.37' LOWER F.F.E. = 490.32' 493'-7" MIDPT. OF AVERAGE GRADE EXIST. COV'D PORCH EXIST. WOOD DECK ROOF OVERHEAD GAS METER 496' - 0" FENCING AT CRZ TO BE CHAIN-LINK MESH AT MIN. OF 5' H. INSTALL 2X4 LUMBER (6' H. MIN.) SECURELY AROUND THE TRUNK AND ROOT FLARES TO PREVENT DAMAGE CONSTRUCTION ACCESS ' . 4 0 0 5 E " 8 1 ' 1 1 ° 0 3 N I E V R D A D E M A L A 2 1 4 1 CONCRETE WASHOUT PAINT WASHOUT PORTABLE TOILET 4 9 9' - 0" PORTION OF EXISTING ROOF TO BE REMOVED 2 DEMOLITION - NORTH ELEVATION 1/4" = 1'-0" PORTION OF EXISTING ROOF TO BE REMOVED ALL WINDOWS, SIDING AND TRIM TO BE REPLACED WITH SIMILAR e t a i r r p o p p a d n a g n i t i r w n i t n e m e e g a y b r t p e c x e , s t c e o p r j r e h t o r o j r , t c e o p e h t f o s n o i s n e t x e n o d e s u e b o t t o n e a y e h T . t c e t i h c A e h t f r r r o y t r e p o p e h t n a m e i r l l r a h s d n a e a e c v r e s f i o s t n e m u r t s n i s a s n o i t a c i i f i c e p S d n a s g n w a D r i r o , s e c n e u q e s , s e u q n h c e t , s d o h t e m i , s n a e m n o i t c u r t s n o c r o f l e b i s n o p s e r e b t o n l l i w t c e t i h c A e h T . r e t i s b o j e h t t a s n o i s n e m d g n i t i a e l r r o c d n a g n m i r i f n o c r o f l e b i s n o p s e r s i r o t c a r t n o C l r a e n e G e h T . t c e t i h c A e h t o t n o i t r a s n e p m o c j r . t c e o p e h t h t i w n o i t c e n n o c n i s r r m a g o p d n a s n o i t u a c e p y t e a s r f r o f r o r , s e u d e c o p r SCREEN PORCH REMAINS SCREEN PORCH REMAINS SIDING AND WINDOWS TO BE REMOVED TO ACCOMMODATE ADDITION ALL WINDOWS, SIDING AND TRIM TO BE REPLACED WITH SIMILAR WINDOWS TO BE REPLACED WITH DOUBLE DOOR DEMOLITION - SOUTH ELEVATION 1/4" = 1'-0" 4 PORTION OF EXISTING ROOF TO BE REMOVED T.O.P. 1 SIDING AND WINDOWS TO BE REMOVED TO ACCOMMODATE ADDITION DECKING REPLACED AS NEEDED FOR REPAIR. LEVEL 1 T.O. GARAGE GARAGE DEMOLITION - WEST ELEVATION (REAR) 1/4" = 1'-0" 3 ENTRY DOOR TO BE REPLACED ALL WINDOWS, SIDING AND TRIM TO BE REPLACED WITH SIMILAR DEMOLITION - EAST ELEVATION (FRONT) 1/4" = 1'-0" 1 DRAWINGS AT 50% SCALE IF PRINTED ON 11X17 PAPER SCREEN PORCH REMAINS ENTRY DOOR TO BE REMOVED LEVEL 2 T.O.P. 1 LEVEL 1 LEVEL 2 T.O.P. 1 LEVEL 1 T.O. GARAGE GARAGE LEVEL 2 T.O.P. 1 LEVEL 1 CVMA Carolyn Van Meter Architecture carolyn@cvmarchitecture.com c: 512.740.8595 8.28.21 K R A M L L A H E C N E D I S E R 1412 ALAMEDA DR. AUSTIN, TEXAS 78704 ISSUE DATES: PRICING SET PERMIT SET HISTORICAL REVIEW 6.29.21 7.20.21 8.28.21 A1.3 DEMOLITION ELEVATIONS OF 8  e t a i r r p o p p a d n a g n i t i r w n i t n e m e e g a y b r t p e c x e , s t c e o p r j r e h t o r o j r , t c e o p e h t f o s n o i s n e t x e n o d e s u e b o t t o n e a y e h T . t c e t i h c A e h t f r r r o y t r e p o p e h t n a m e i r l l r a h s d n a e a e c v r e s f i o s t n e m u r t s n i s a s n o i t a c i i f i c e p S d n a s g n w a D r i r o , s e c n e u q e s , s e u q n h c e t , s d o h t e m i , s n a e m n o i t c u r t s n o c r o f l e b i s n o p s e r e b t o n l l i w t c e t i h c A e h T . r e t i s b o j e h t t a s n o i s n e m d g n i t i a e l r r o c d n a g n m i r i f n o c r o f l e b i s n o p s e r s i r o t c a r t n o C l r a e n e G e h T . t c e t i h c A e h t o t n o i t r a s n e p m o c j r . t c e o p e h t h t i w n o i t c e n n o c n i s r r m a g o p d n a s n o i t u a c e p y t e a s r f r o f r o r , s e u d e c o p r " 0 - ' 1 / " 5 NEW ASPHALT SHINGLE ROOF F O O R E L G N H S G N I T S X E I I 5" / 1'-0" " 0 - ' 1 / " 5 " 0 - ' 1 / " 5 " 0 - ' 1 / " 5 5" / 1'-0" " 0 - ' 1 / " 5 " 0 - ' 1 / " 5 1' - 6" MATCH EXISTING 5" / 1'-0" 5" / 1'-0" " 0 - ' 1 / " 5 " 0 - ' 1 / " 5 5" / 1'-0" 5" / 1'-0" EXISTING SHINGLE ROOF ROOF PLAN 1/4" = 1'-0" 1 ROOF LEGEND EXISTING ROOF TO REMAIN NEW ROOF OUTLINE OF WALLS BELOW LOW-SLOP ROOF DRAINS WITH DRAINAGE ARROWS D.S. DOWNSPOUT ROOF PLAN NOTES 1. VENT ALL MECH/ PLUMBING FIXTURES 2. 3. 4. 5. ALL VENTS THROUGH THE ROOF (VTR) TO BE PAINTED TO MATCH ROOF COLOR PROVIDE R-38 INSULATION BETWEEN NEW ROOF AND CEILING FLASHING, UNDERLAYMENT AND FASTENING DETAILS PER ROOF MANFUNFACTURER. INSTALLER TO VERIFY WITH ARCHITECT 5" SEAMLESS BOX GUTTERS. CONFIRM DOWNSPOUT LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION DRAWINGS AT 50% SCALE IF PRINTED ON 11X17 PAPER CVMA Carolyn Van Meter Architecture carolyn@cvmarchitecture.com c: 512.740.8595 8.28.21 K R A M L L A H E C N E D I S E R 1412 ALAMEDA DR. AUSTIN, TEXAS 78704 ISSUE DATES: PRICING SET PERMIT SET HISTORICAL REVIEW 6.29.21 7.20.21 8.28.21 A2.3 ROOF PLAN 6 OF 8  e t a i r r p o p p a d n a g n i t i r w n i t n e m e e g a y b r t p e c x e , s t c e o p r j r e h t o r o j r , t c e o p e h t f o s n o i s n e t x e n o d e s u e b o t t o n e a y e h T . t c e t i h c A e h t f r r r o y t r e p o p e h t n a m e i r l l r a h s d n a e a e c v r e s f i o s t n e m u r t s n i s a s n o i t a c i i f i c e p S d n a s g n w a D r i r o , s e c n e u q e s , s e u q n h c e t , s d o h t e m i , s n a e m n o i t c u r t s n o c r o f l e b i s n o p s e r e b t o n l l i w t c e t i h c A e h T . r e t i s b o j e h t t a s n o i s n e m d g n i t i a e l r r o c d n a g n m i r i f n o c r o f l e b i s n o p s e r s i r o t c a r t n o C l r a e n e G e h T . t c e t i h c A e h t o t n o i t r a s n e p m o c j r . t c e o p e h t h t i w n o i t c e n n o c n i s r r m a g o p d n a s n o i t u a c e p y t e a s r f r o f r o r , s e u d e c o p r MAX. BUILDING HEIGHT 2 A5.1 ELEVATION NOTES 1. GRADE LINES SHOWN ON ELEVATIONS ARE REPRESENTATIONAL ONLY. BUILDER TO VERIFY FINISH GRADE IN FIELD. CVMA Carolyn Van Meter Architecture carolyn@cvmarchitecture.com c: 512.740.8595 " 0 " / 1 '- 5 5" / 1'-0" NEW ASPHALT SHINGLE ROOF 5" / 1'-0" T.O.P. 2 " 0 " / 1 '- 5 5" / 1'-0" 2 A5.1 NEW ASPHALT SHINGLE ROOF H H G G G G FIBER CEMENT SIDING, TYP. 5" / 1'-0" " 0 - ' 2 3 1 3 5 . 0 ° LEVEL 2 T.O.P. 1 EXISTING SCREENED PORCH D A A A " 0 - ' 8 " 4 - ' 1 " 5 - ' 8 " 0 - ' 1 " 0 - ' 7 " 0 - ' 5 1 LEVEL 1 T.O. GARAGE MIDPT. OF AVERAGE GRADE 493' - 7" GARAGE 492'-9" HIGH PT. OF PORTION 3 K 2 WEST ELEVATION (REAR) 1/4" = 1'-0" H H 103 T.O.P. 2 LEVEL 2 T.O.P. 1 LEVEL 1 T.O. GARAGE 3 WEST PORCH ELEVATION 1/4" = 1'-0" MAX. BUILDING HEIGHT 2 A5.1 8.28.21 K R A M L L A H E C N E D I S E R 1412 ALAMEDA DR. AUSTIN, TEXAS 78704 ISSUE DATES: PRICING SET PERMIT SET HISTORICAL REVIEW 6.29.21 7.20.21 8.28.21 " 0 " / 1 '- 5 NEW ASPHALT SHINGLE ROOF " 0 " / 1 '- 5 " 0 " / 1 '- 5 5" / 1'-0" 5" / 1'-0" 5" / 1'-0" F G G H " 0 " / 1 '- 5 NEW FIBER CEMENT SIDING, TYP. A C 101 I A I T.O.P. 2 " 0 - ' 2 3 LEVEL 2 T.O.P. 1 1 3 5 . 0 ° " 2 / 1 7 - ' 4 2 " 0 - ' 5 1 I T H G E H G N D L U B I I 1 " 0 - ' 8 " 4 - ' 1 " 5 - ' 8 497'-5" HIGH PT. OF PORTION 1 LEVEL 1 MIDPT. OF AVERAGE GRADE 493' - 7" 1 EAST ELEVATION (FRONT) 1/4" = 1'-0" DRAWINGS AT 50% SCALE IF PRINTED ON 11X17 PAPER 7 OF 8 A4.1 EXTERIOR ELEVATIONS PORTION 1 PORTION 2 PORTION 3 1 A5.1 I E N L G N D L U B I I " 0 - ' 2 3 e t a i r r p o p p a d n a g n i t i r w n i t n e m e e g a y b r t p e c x e , s t c e o p r j r e h t o r o j r , t c e o p e h t f o s n o i s n e t x e n o d e s u e b o t t o n e a y e h T . t c e t i h c A e h t f r r r o y t r e p o p e h t n a m e i r l l r a h s d n a e a e c v r e s f i o s t n e m u r t s n i s a s n o i t a c i i f i c e p S d n a s g n w a D r i r o , s e c n e u q e s , s e u q n h c e t , s d o h t e m i , s n a e m n o i t c u r t s n o c r o f l e b i s n o p s e r e b t o n l l i w t c e t i h c A e h T . r e t i s b o j e h t t a s n o i s n e m d g n i t i a e l r r o c d n a g n m i r i f n o c r o f l e b i s n o p s e r s i r o t c a r t n o C l r a e n e G e h T . t c e t i h c A e h t o t n o i t r a s n e p m o c j r . t c e o p e h t h t i w n o i t c e n n o c n i s r r m a g o p d n a s n o i t u a c e p y t e a s r f r o f r o r , s e u d e c o p r CVMA Carolyn Van Meter Architecture carolyn@cvmarchitecture.com c: 512.740.8595 8.28.21 K R A M L L A H E C N E D I S E R 1412 ALAMEDA DR. AUSTIN, TEXAS 78704 ISSUE DATES: PRICING SET PERMIT SET HISTORICAL REVIEW 6.29.21 7.20.21 8.28.21 " 0 - ' 8 " 4 - ' 1 " 5 - ' 8 " 0 - ' 1 " 0 - ' 7 T.O.P. 2 LEVEL 2 T.O.P. 1 T.O.P. 2 LEVEL 2 T.O.P. 1 LEVEL 1 HIGH PT. PORTION 1 497'-5" HIGH PT. PORTION 2 495'-2" PORTION 3 PORTION 2 PORTION 1 1 A5.1 " 0 " / 1 '- 5 " 0 " / 1 '- 5 5" / 1'-0" 5" / 1'-0" NEW ASPHALT SHINGLE ROOF " 0 - ' 2 3 G G G H " 0 " / 1 '- 5 NEW ASPHALT SHINGLE ROOF 5" / 1'-0" EXISTING ASPHALT SHINGLE ROOF B B A A A 152 102 FIBER CEMENT SIDING, TYP. LEVEL 1 T.O. GARAGE MIDPT. OF AVERAGE GRADE 493' - 7" GARAGE HIGH PT. PORTION 3 492'-9" NORTH ELEVATION 1/4" = 1'-0" 1 I E N L G N D L U B I I MIDPT. OF AVERAGE GRADE 493' - 7" HIGH PT. PORTION 3 492'-9" HIGH PT. PORTION 2 495'-2" HIGH PT. PORTION 1 497'-5" 2 SOUTH ELEVATION 1/4" = 1'-0" A4.2 EXTERIOR ELEVATIONS DRAWINGS AT 50% SCALE IF PRINTED ON 11X17 PAPER 8 OF 8 CVMA Carolyn Van Meter Architecture 1412 Alameda Drive 2202 Four Oaks Lane Austin, TX 78704 512.740.8595 www.cvmarchitecture.com CVMA Carolyn Van Meter Architecture 2202 Four Oaks Lane Austin, TX 78704 512.740.8595 www.cvmarchitecture.com