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VICINTY MAP ENFIELD C A P O M 9TH ST 900 BLANCO 6TH ST O C N A L B R A M A L PROJECT DESCRIPTION THE PROPERTY AT 900 BLANCO CONTAINS FOUR DWELLING UNITS, THREE OF WHICH ARE CURRENTLY OCCUPIED. ALL THREE BUILDINGS ARE CONTRIBUTING STRUCTURES TO THE CASTLE HILL LOCAL HISTORIC DISTRICT. THIS PROPOSAL ADDS 819.65 SQUARE FEET (REF. PROPOSED F.A.R. CALCULATIONS TABLE ON SE1.2) OF FLOOR AREA TO UNIT A, AND COMBINES UNITS A AND C INTO ONE DWELLING UNIT. ALL NEW FOOTPRINT AND CONSTRUCTION IS LIMITED TO THE COMPATIBILITY SETBACKS IMPOSED BY THE ADJACENT SINGLE FAMILY HOMES. THE PROPOSED LIMITS OF NEW CONSTRUCTION ARE LIMITED TO 2237.19 SQUARE FEET. ALL EXISTING DRIVEWAYS, AND DRIVEWAY APPROACHES ARE EXISTING, AND WILL NOT BE MODIFIED AS PART OF THIS PROPOSAL. LEGAL DESCRIPTION 40% OF 50X190 FT OLT 4 DIVISION Z ZONING MF-4-HD-NP RESIDENTIAL DESIGN STANDARDS (MCMANSION) ADU APPROXIMATE AREA REDUCED PARKING COMPATIBILITY STANDARDS CASTLE HILL LOCAL HISTORIC DISTRICT OLD WEST AUSTIN NEIGHBORHOOD PLAN GENERAL PROJECT NOTES 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 PRIOR TO CONSTRUCTION START FLOOD PLAIN & WATERSHED INFO WATERSHED: URBAN 100 YEAR FLOODPLAIN: NO FIRE PROTECTION THIS PROJECT EXCEEDS 3,600 SF UNDER ONE ROOF, AND THEREFORE IS TO BE REVIEWED BY THE FIRE DEPARTMENT FULL NFPA 13D SPRINKLER SYSTEM BY OTHERS TO BE INSTALLED ON ALL LEVELS PENDING RESULTS OF NEAREST HYDRANT FLOW TEST SHEET LIST NO. SHEET NAME H0.0 H1.0 H1.1 H1.2 H1.3 H1.5 H2.1 H2.2 H2.3 H3.1 H3.2 H4.1 H4.2 H4.3 H4.4 H4.5 H4.6 H4.7 H4.8 SHEET TOTAL: 19 COVER SHEET SITE PLAN 3D VIEWS 3D VIEWS ORIGINAL SURVEY DEMOLITION PLAN - UNIT A,B,C UNIT A & C - ENTRY LEVEL UNIT A & C - UPPER LEVEL UNIT A & C - ROOF PLAN EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS UNIT A - SOUTH ELEVATION EXISTING PHOTOS UNIT A - WEST ELEVATION EXISTING PHOTOS UNIT A - NORTH ELEVATION EXISTING PHOTOS UNIT A - EAST ELEVATION EXISTING PHOTOS UNIT C - SOUTH ELEVATION EXISTING PHOTOS UNIT C - WEST ELEVATION EXISTING PHOTOS UNIT C - NORTH ELEVATION EXISTING PHOTOS UNIT C - EAST ELEVATION EXISTING PHOTOS Drawn by Checked by TJR 3 0 7 8 7 S A X E T , I N T S U A , T S O C N A L B 0 0 9 O C N A L B & H T 9 Date: Issue: Revision: 08.09.2022 HISTORIC REVIEW SET H0.0 COVER SHEET 1 OF 19 9th & B l a n c o R e s i d e n c e 900 Blanco Street, Austin, Texas 78703 HUGH JEFFERSON RANDOLPH ARCHITECTS 1009 W 6TH STREET; SUITE 201 AUSTIN, TEXAS 78703 CONTACT: HUGH JEFFERSON RANDOLPH HUGH@AUSTINARCHITECT.COM T: 512.796.4001 OR TYLER RUSH TYLER@AUSTINARCHITECT.COM 512.289.3082 ARCHITECT OAKMAN BUILDING CO. 6507 JESTER BLVD. #510-B AUSTIN, TEXAS 78750 CONTACT: RYAN HAY RYAN@BUILDOAKMAN.COM T: 512.565.7770 GENERAL CONTRACTOR l , t c e t i h c r A e h t f o y t r e p o r p e o s e h t e r a s g n w a r d d n a s n g s e d e h T i i . d e v r e s e R s t h g R i l l A t u o h t i w , e s o p r u p y n a r o f r o , d o h t e m y n a y b , m r o f y n a n i d e c u d o r p e r e b t o n y a m d n a . s t c e t i h c r l A h p o d n a R n o s r e f f e J h g u H m o r f n o s s m r e p n e i i t t i r w s u o v e r p i I S T C E T H C R A H P L O D N A R N O S R E F F E J H G U H 2 2 0 2 I T H G R Y P O C c PART OF A 10' ALLEY AS SHOWN ON RECORDED PLAT OF A PART OF THE SOUTH HALF OF OUTLOT 4, DIVISION Z CITY OF AUSTIN, TEXAS 2/175 P.R.T.C.T. 526' - 9" 0 " - 5 2 7 ' 0 " - 5 2 6 ' EXIST. AC PAD TO REMAIN 5 2 5' - 0 " EXIST. AC PAD TO REMAIN " 0 - ' 4 2 5 3' - 0" 2 5 522' - 0" 5' BASE ZONING SETBACK T504 0' - 0" 2 5 EXIST. AC PAD TO REMAIN " 0 - ' 1 2 5 T184 S 63° 15' 39" E 198.32' EXISTING WOOD DECK TO REMAIN EXIST. AC PAD 520' - 0" TO REMAIN GAS METER EXISTING WOOD PORCH TO REMAIN E N I L D E E D I G N N O Z E S A B ' 0 1 " 0 - ' 8 2 5 K C A B T E S I Y T I L I B T A P M O C ' 5 1 K C A B T E S " 0 - ' 7 2 5 SILT FENCE TO BE INSTALLED AT PROPERTY LINE TYP. T S Y E L L E H S 9' - 0" 2 5 ' 2 6 . 9 4 E " 3 3 ' 9 5 ° 6 2 N T63 T E L N I R E T A W M R O T S GAS VALVE EXISTING 2-STORY GARAGE (UNIT A) 526' - 7" F.F.E. NEW COVERED PORCH NEW 2-STORY ADDITION (UNIT A) 526' - 7" ADDITION F.F.E. 526' - 0" OUTLINE FLOOR ABV. EXISTING ELECT. SERVICE PANEL 15' COMPATIBILITY SETBACK OUTLINE OF UNIT B (BASEMENT) BELOW EXISTING 2-STORY HOUSE (UNITS C & B) AVG ADJ GRADE 524'- 1/2" 529' - 9 1/2" EXISTING F.F.E. 15' COMPATIBILITY SETBACK EXISTING PORCH TO REMAIN 519' - 11" EXISTING UNIT A REQUIRED PARKING SPACES TO REMAIN, NO CHANGE. EXISTING DRIVEWAY, APRON AND CURB CUT TO REMAIN T71 22' - 0" T88 5' - 0" 2 5 EXISTING FLATWORK TO REMAIN 4' - 0 " 2 5 EXISTING STAIRS TO REMAIN GAS METER EXISTING BRICK PATH TO REMAIN SILT FENCE TO BE INSTALLED AT PROPERTY LINE TYP. " 3 ' - 0 5 2 LIMITS OF CONSTRUCTION = 2237.19 2 5 2' - 0 " UTILITY POLE " 1 ' - 0 2 5 " 0 ' - 0 2 5 Drawn by Checked by TJR 25' COMPATIBILITY SETBACK EXISTING WALKWAY TO REMAIN ' 6 9 . 9 4 W " 0 1 ' 4 3 ° 7 2 S . T S O C N A L B T196 SILT FENCE TO BE INSTALLED AT PROPERTY LINE TYP. EXISTING 1-STORY HOUSE TO REMAIN (UNIT D) 521' - 3 1/2" EXISTING F.F.E. EXISTING PORCH TO REMAIN GAS METER T181 " 0 ' - 0 2 5 5 1 9' - 0 " EXISTING DRIVEWAY, APRON AND CURB CUT TO REMAIN 33' - 8" N 63° 09' 51" W 197.84' 518' - 0" CABLE PED ELECT STREET SIGN ELECT. MANHOLE WATER VALVE WATER METER UTILITY POLES 7' - 0" SILT FENCE TO BE 1 5 INSTALLED AT PROPERTY LINE TYP. " 0 - ' 7 1 5 STREET SIGN STREET SIGN STREET SIGN UTILITY POLES WATER VALVE STORM SEWER MANHOLE 9TH ST 9TH ST EXISTING DRIVE STRIPS TO REMAIN EXISTING ELECT. SERVICE PANEL EXISTING PARKING SPACES TO REMAIN, NO CHANGE. T92 SITE PLAN AREAS LEGEND LINE TYPE LEGEND TREE LIST SITE PLAN NOTES SITE AREA = 10,160.41 MAX IMPERVIOUS COVER = 70% OR 7,112.287 SF MAX F.A.R. = .75:1 OR 7,620.3 PROPOSED F.A.R. CALCULATIONS AREA DESCRIPTION EXISTING SQ. FT. TO REMAIN NEW/ ADDED SQ. FT. UNIT A UNIT B UNIT C UNIT D UNIT A UNIT B UNIT C † UNIT D TOTAL LEVEL 1 LEVEL 2 TOTAL 609.20 1,136.66 1,478.57 1,543.18 446.65 609.20 0 0 0 373.00 5,376.81 819.65 0 0 0 0 0 0 0 0 0 TOTAL SQ.FT. 5,214.26 982.2 6,196.46 EXISTING STRUCTURE WOOD DECK LIMITS OF CONSTRUCTION (2256.57 SF TOTAL) COVERED PORCH AREA ADDITION AREA EXISTING FLATWORK T63 13",13", 10", 8" HACKBERRY T71 7", 5" ELM T88 14" PECAN T92 57" LIVE OAK (HERITAGE) T181 17" PECAN T184 19" PECAN (PROTECTED) T196 33" ELM (HERITAGE) T504 18" SPANISH OAK PROPERTY LINE SETBACK LINE OUTLINE OF ROOF SILT FENCE LIMITS OF CONSTRUCTION CHAIN LINK TREE PROTECTION FENCE FULL CRZ 1/2 CRZ 1/4" CRZ 1. 2. 3. 4. 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 PROJECT NORTH TRUE NORTH 0' 5' 10' 20' 40' 1 SITE PLAN 1/8" = 1'-0" l , t c e t i h c r A e h t f o y t r e p o r p e o s e h t e r a s g n w a r d d n a s n g s e d e h T i i . d e v r e s e R s t h g R i l l A t u o h t i w , e s o p r u p y n a r o f r o , d o h t e m y n a y b , m r o f y n a n i d e c u d o r p e r e b t o n y a m d n a . s t c e t i h c r l A h p o d n a R n o s r e f f e J h g u H m o r f n o s s m r e p n e i i t t i r w s u o v e r p i I S T C E T H C R A H P L O D N A R N O S R E F F E J H G U H 2 2 0 2 I T H G R Y P O C c 3 0 7 8 7 S A X E T , I N T S U A , T S O C N A L B 0 0 9 O C N A L B & H T 9 Date: Issue: Revision: 08.09.2022 HISTORIC REVIEW SET H1.0 SITE PLAN 2 OF 19 Drawn by Checked by TJR 3 0 7 8 7 S A X E T , I N T S U A , T S O C N A L B 0 0 9 O C N A L B & H T 9 Date: Issue: Revision: 08.09.2022 HISTORIC REVIEW SET H1.1 3D VIEWS 3 OF 19 l , t c e t i h c r A e h t f o y t r e p o r p e o s e h t e r a s g n w a r d d n a s n g s e d e h T i i . d e v r e s e R s t h g R i l l A t u o h t i w , e s o p r u p y n a r o f r o , d o h t e m y n a y b , m r o f y n a n i d e c u d o r p e r e b t o n y a m d n a . s t c e t i h c r l A h p o d n a R n o s r e f f e J h g u H m o r f n o s s m r e p n e i i t t i r w s u o v e r p i I S T C E T H C R A H P L O D N A R N O S R E F F E J H G U H 2 2 0 2 I T H G R Y P O C c AXON - SOUTHWEST VIEW 2 Drawn by Checked by TJR 3 0 7 8 7 S A X E T , I N T S U A , T S O C N A L B 0 0 9 O C N A L B & H T 9 Date: Issue: Revision: 08.09.2022 HISTORIC REVIEW SET H1.2 3D VIEWS 4 OF 19 l , t c e t i h c r A e h t f o y t r e p o r p e o s e h t e r a s g n w a r d d n a s n g s e d e h T i i . d e v r e s e R s t h g R i l l A t u o h t i w , e s o p r u p y n a r o f r o , d o h t e m y n a y b , m r o f y n a n i d e c u d o r p e r e b t o n y a m d n a . s t c e t i h c r l A h p o d n a R n o s r e f f e J h g u H m o r f n o s s m r e p n e i i t t i r w s u o v e r p i I S T C E T H C R A H P L O D N A R N O S R E F F E J H G U H 2 2 0 2 I T H G R Y P O C c PERSPECTIVE VIEW FROM SHELLEY 1 3 0 7 8 7 S A X E T , I N T S U A , T S O C N A L B 0 0 9 O C N A L B & H T 9 Waterloo Surveyors SURVEY PLAT As-built, Tree & Topography OWNER: MARK PEARSON & MARISA V. GILMORE ADDRESS: 900 BLANCO STREET AUSTIN, TEXAS 78703 LEGAL DESCRIPTION: BEING ALL OF THAT CERTAIN TRACT OR PARCEL OF LAND CONTAINING 0.233 ACREA, MORE OF LESS, BEING A PORTION OF OUTLOT 4, DIVISION Z, IN THE CITY OF AUSTIN, TRAVIS COUNTY, TEXAS, AND BEING MORE PARTICULARLY DESCRIBED IN DOCUMENT No. 2022037289, OFFICIAL PUBLIC RECORDS OF TRAVIS COUNTY, TEXAS. 0.108ac. (11900/544) Found 1/2" Iron Pipe @ Block Corner A0540DS Drawn by Checked by 0.1086ac. (2017020605) (described in 2015180507) Found 1/2" Iron Pipe 0.44ac. (2020065948) (described in 13400/906) ' 5 4 . 9 9 ) ' 0 4 9 9 . ' E " 7 0 2 3 ° 6 2 N ' E " 0 0 1 3 ° 8 2 N ( ) ' 8 0 . 6 9 2 ' . 6 9 5 9 2 ' E " 7 5 1 4 ° 6 2 N ' E " 0 0 9 0 ° 9 2 N ( SCALE 1" = 20' 30 ' V C W co GV LEGEND RECORD CALL ( ) CITY OF AUSTIN ZONING COA CABLE PEDESTAL WATER VALVE WATER METER CLEANOUT SIGN POST GAS VALVE GAS METER ELECTRIC METER TELE. PEDESTAL ELECTRIC MANHOLE STORM SEWER MANHOLE WASTE WATER MANHOLE TELEPHONE MANHOLE UTILITY POLE/GUY ANCHOR UTILITY LINE WOOD FENCE FINISHED FLOOR ELEVATION TREE, DRIPLINE & NUMBER emh G E T BENCHMARK: SET TRIANGLE ON CURB ASSUMED ELEVATION: 100' BM st ww tmh FF x TREE NOTE: THE TREE CIRCLES SHOWN HEREON HAVE ONE (1) FOOT RADIUS DRAWN FOR EVERY ONE (1) INCH OF MEASURED TRUNK DIAMETER. GENERALLY, TRUNK DIAMETER IS MEASURED AT A DISTANCE OF 4.5 FEET ABOVE GROUND LEVEL. MULTI-TRUNK TREES ARE DISPLAYED USING THE FOLLOWING FORMULA: SUM OF THE LARGEST TRUNK + 1/2 OF THE SUM OF SMALLER TRUNKS. TREE LIST: #, TYPE, SIZE 63, Hackberry 13 13 10 8 71, Elm 7 5 88, Pecan 14 92, Live Oak 57 181, Pecan 17 184, Pecan 19 196, Elm 33 504, Spanish Oak 18 r e s ( 1 2 1 9 7 / 2 9 4 9 ) 0 . 2 1 A c ( 2 0 1 3 0 8 1 0 2 4 ) 0 . 2 1 8 3 a c Found Cotton Spindle ' 9 2 . 0 0 1 ' E " 2 0 3 0 ° 7 2 N ' 7 0 . 9 4 ) ' 9 0 . 9 4 ' E " 7 2 2 5 ° 6 2 N ' E " 0 0 0 0 ° 0 3 N ( ) ' 0 0 . 0 5 ' 7 1 . 0 5 ' E " 3 3 9 5 ° 6 2 N ' E " 0 0 0 0 ° 0 3 N ( Found 1/2" Iron Rod 4 9 . 3 3 ' x 1 0 0 ' ( 2 0 0 3 0 3 9 4 8 1 ) Found 1/2" Iron Rod 3 ) 1 3 3 . 0 c 1 a 3 4 0 2 0 0 . 2 ( 2 ' E " 1 2 4 4 ° 6 2 N ' 6 1 . 0 7 4 ) 9 2 . c 5 a 7 0 3 0 . 1 1 ( 2 0 1 8.12' (10.00') Found 1/2" Iron Rod Set Capped Iron Rod 529 Wood Deck & Steps 17.6' 528 529 (190.00') 5 2 7 ' 3 . 2 526 ac ' 5 . 5 4 2 5 3 2 5 2 Story Garage/Appt. 5 2 5 Wood Deck & Steps 190.20' 5 2 8 ac FF 2nd 535.5' x FF 526.6' x 5 2 6 Set Capped Iron Rod 8 2 5 #63 ' 0 . 7 2 7 2 5 e u n e v A y e l l e h S ) ' 7 0 . 0 5 ' 2 6 . 9 4 ' E " 3 3 9 5 ° 6 2 N ' E " 1 3 0 0 ° 7 2 N ( ' 3 6 . 9 4 ' E " 0 1 3 0 ° 7 2 N 8.07' (10.00') GV #71 Found 1/2" Iron Rod 7 2 5 6 2 5 5 2 5 4 2 5 0.2264 Acres 9861 Sq.ft. (0.233 Acres) S 3 1°1 4'4 1"E S63°15'39"E (S63°24'29"E 198.32' Total) 200.00' Total) Found 1/2" Iron Rod 522 ac #184 #504 1 2 5 520 18.2' ' 4 . 2 Conc Wall Wood Deck 520 ac Brick Wall 520 11.0' Brick Pavers 2 Story Wood Duplex FF 529.8' x FF 520.5' x Covered Stone G 5 2 2 521 #88 525 ' 3 . 7 Wood Steps Brick P a v e r s 1 Story Wood House FF x 521.3' c n o C d e r e v o C 7 1 5 Conc #196 G 518 20.0' #181 Brick Pavers ' 7 . 8 5 1 9 189.75' (190.00') Gravel Drive C emh V W 5 2 3 5 2 2 5 2 1 5 2 0 5 1 9 5 1 8 7 1 5 1 ' 9 . 0 2 1 516 ww tmh N63°09'51"W (N62°59'29"W 197.84' Total) 200.00' Total) " W 4 4 ' 4 2 ° 5 N 8 #92 ' W " 9 0 0 5 ° 6 2 S ' 5 8 . 8 4 9 2.3 9' West 9th Street Found 1/2" Iron Rod ) ' 3 5 . 1 5 ' 6 9 . 9 4 ' W " 0 1 4 3 ° 7 2 S ' W " 0 1 0 0 ° 7 2 S ( l i k a w e d S c n o C 520 519 518 V st 5 1 7 Found Cotton Spindle t e e r t S o c n a B l NOTE: THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A COMMITMENT FOR TITLE, AND MAY BE SUBJECT TO ADDITIONAL EASEMENTS OR RESTRICTIONS NOT SHOWN HEREON. NO ADDITIONAL EASEMENT RESEARCH WAS DONE FOR THE PURPOSE OF THIS SURVEY. NOTE: BEARING BASED ON THE TEXAS COORDINATE SYSTEM OF 1983(NAD83) CENTRAL TEXAS ZONE, BASED ON LOCAL GPS OBSERVATIONS. ' 2 8 . 5 4 2 ' W " 2 1 9 3 ° 7 2 S " X " d n u o F a o t State of Texas: County of Travis: The undersigned does hereby certify that this survey was this day made on the property legally described hereon and is correct, and this survey substantially complies with the current Texas Society of Professional Surveyors Standards and Specifications for a Category 1B 3 6 Conditions II Survey. And I certify that the property shown hereon IS NOT within a special flood hazard area as identified by the Federal Insurance Adm. Department of HUD Flood hazard boundary map revised as per Map Number: 48453C0445K , Zone: X , Dated: 1/22/2020 . Dated this the 28th day of APRIL , 2022. Thomas P. Dixon R.P.L.S. 4324 E T FO TSI T X E G E E R R E A T S THOMAS P. DIXON 4324 P D R L A S A O N F D E S S U S I R O V R O L A Y N E P.O. Box 160176, Austin, Texas 78716-0176 Phone: 481-9602 FIRM #10124400 2 2 0 2 t h g i r y p o C C Date: Issue: Revision: 08.09.2022 HISTORIC REVIEW SET H1.3 ORIGINAL SURVEY 5 OF 19 l , t c e t i h c r A e h t f o y t r e p o r p e o s e h t e r a s g n w a r d d n a s n g s e d e h T i i . d e v r e s e R s t h g R i l l A t u o h t i w , e s o p r u p y n a r o f r o , d o h t e m y n a y b , m r o f y n a n i d e c u d o r p e r e b t o n y a m d n a . s t c e t i h c r l A h p o d n a R n o s r e f f e J h g u H m o r f n o s s m r e p n e i i t t i r w s u o v e r p i I S T C E T H C R A H P L O D N A R N O S R E F F E J H G U H 2 2 0 2 I T H G R Y P O C c DEMO EXISTING INTERIOR WALLS DEMO EXISTING STAIR EXISTING WINDOWS TO BE RELOCATED REMOVE AND STORE EXISTING WINDOWS TYP. EXISTING SIDING, FRAMING TO REMAIN EXISTING SIDING, FRAMING TO REMAIN DEMO PORTION OF EXISTING EXTERIOR WALL FOR NEW WINDOW REMOVE AND STORE EXISTING WINDOWS TYP. EXISTING FFE TO REMAIN DEMO PORTION OF EXISTING EXTERIOR WALL FOR NEW WINDOW DEMO EXISTING STAIR DEMO PORTION OF EXISTING EXTERIOR WALL FOR NEW WINDOWS DEMO EXISTING INTERIOR WALLS DEMO PORTION OF EXISTING EXTERIOR WALL FOR NEW WINDOW REMOVE AND STORE EXISTING WINDOWS TYP. REMOVE AND STORE EXISTING WINDOWS TYP. " 8 - ' 5 I I S R A T S N O T D D A R O F I DEMO PORTION OF EXISTING EXTERIOR WALLS DEMO EXISTING DOORS DEMO PORTION OF EXISTING EXTERIOR WALLS " 8 - ' 5 I I S R A T S N O T D D A R O F I 2 DEMO PLAN - UNIT A - LEVEL 2 1/4" = 1'-0" 1 DEMO PLAN - UNIT A - GARAGE LEVEL 1/4" = 1'-0" DEMOLITION LEGEND EXISTING WALL TO REMAIN DEMOLISHED DEMOLITION NOTES 1. 2. 3. CRITICAL DIMENSION SHOULD BE VERIFIED IN FIELD - NOTIFY THE ARCHITECT OF ANY DISCREPANCIES DISPOSE OF ALL DEMOLISHED MATERIALS OFF SITE IN COMPLIANCE WITH LOCAL HAULING AND DISPOSAL REQUIREMENTS RECYCLE MATERIALS WHERE POSSIBLE INCLUDING GALVANIZED OR CAST IRON PIPE. COPPER, FUNCTIONING EQUIPMENTS, SOLID WOOD FLOORS, ETC. 4. UTILITY METERS ARE TO BE RELOCATED Drawn by Checked by TJR EXISTING TO REMAIN EXISTING TO REMAIN A.H.U. R.A. EXISTING TO REMAIN NO PROPOSED CHANGE AT UNIIT B 4 DEMO PLAN - UNIT B (BASEMENT) 1/4" = 1'-0" REMOVE AND STORE EXISTING WINDOW TYP. DEMO PORTION OF EXISTING EXTERIOR WALL FOR NEW WINDOW DEMO EXISTING BATH DEMO INTERIOR WALLS DEMO PORTION OF EXISTING FLOOR " 4 - ' 1 REMOVE AND STORE EXISTING WINDOWS TYP. REMOVE AND STORE EXISTING WINDOWS TYP. 2' - 6" DEMO EXISTING BATH / " 2 1 1 1 - ' 3 1 I I L L A W G N T S X E F O N O T R O P O M E D I I I N O T D D A R O F DEMO EXISTING KITCHEN DEMO EXISTING STEP EXISTING COLUMNS TO REMAIN EXISTING RAILING TO REMAIN, REHAB AND RESTORE AS NEEDED EXISTING RAILING TO REMAIN, REHAB AND RESTORE AS NEEDED EXISTING STAIRS TO REMAIN 3 DEMO PLAN - UNIT C 1/4" = 1'-0" l , t c e t i h c r A e h t f o y t r e p o r p e o s e h t e r a s g n w a r d d n a s n g s e d e h T i i . d e v r e s e R s t h g R i l l A t u o h t i w , e s o p r u p y n a r o f r o , d o h t e m y n a y b , m r o f y n a n i d e c u d o r p e r e b t o n y a m d n a . s t c e t i h c r l A h p o d n a R n o s r e f f e J h g u H m o r f n o s s m r e p n e i i t t i r w s u o v e r p i I S T C E T H C R A H P L O D N A R N O S R E F F E J H G U H 2 2 0 2 I T H G R Y P O C c 3 0 7 8 7 S A X E T , I N T S U A , T S O C N A L B 0 0 9 O C N A L B & H T 9 Date: Issue: Revision: 08.09.2022 HISTORIC REVIEW SET H1.5 DEMOLITION PLAN - UNIT A,B,C 6 OF 19 FLOOR PLAN LEGEND DIMENSION NOTES FLOOR PLAN NOTES EXISTING WALL TO REMAIN FIELD VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION PERFORM ALL WORK IN ACCORDANCE WITH CITY OF AUSTIN CODES AND ORDINANCES NEW WALL NEW GLASS WALL OVERHEAD FEATURE / ROOF 1. 2. 3. 4. 5. 6. DO NOT SCALE DRAWING, CONTACT ARCHITECT UPON DISCOVERY OF MISSING INFORMATION OR CONFLICTS IN DRAWING ALL DIMENSIONS ARE TAKEN FROM FACE OF STUD FOR NEW WALLS AND FROM FINISHED FACE OF EXISTING WALLS UNLESS NOTED OTHERWISE ALL WINDOWS DIMENSIONED TO CENTERLINE U.N.O ALL NEW EXTERIOR WALLS TO BE FRAMED WITH 6" STUDS U.N.O. ALL INTERIOR WALLS TO BE FRAMED WITH 4" STUDS U.N.O. DISTANCE BETWEEN HINGE SIDE OF DOOR AND ADJACENT WALL IS 6" U.N.O. 1. 2. 4. 5. CONTACT ARCHITECT/ OWNER WITH ANY FRAMING QUESTIONS/ DISCREPANCIES 3. MINIMUM R-15 INSULATION IN WALLS USE 5/8" GYP. BOARD FOR ALL WALLS AND CEILINGS EXCEPT IN THE FOLLOWING LOCATIONS: USE 5/8" WATER RESISTANT GYP. BD. IN BATHROOM AND KITCHEN ON ALL WALLS EXCEPT BEHIND CERAMIC TILE AND BATHTUB WHERE TILE BACKER BOARD IS USED CONTRACTOR TO INSTALL BLOCKING IN WALLS AND CEILINGS AS REQUIRED FOR ALL ACCESSORIES, WALL MOUNTED ITEMS, CEILING FAN, ETC. INCLUDING 2X6 BLOCKING INSIDE ALL BATHROOM WALLS AT 36" ABOVE FINISHED FLOOR Drawn by Checked by TJR FAMILY FLR: TILE CLG: 9'-0" GYP EXISTING WOOD PORCH TO REMAIN 2' - 0" 42" REF SINK D.W. LAV 529' - 0" 528' - 0" I G N N O Z E S A B ' 0 1 K C A B T E S I Y T I L I B T A P M O C ' 5 1 K C A B T E S 2' - 0" A3.2 H3.2 2 2 CABINET CABINET CABINET LAV NICHE 6" PONY WALL SHELF 6' - 6" 3' - 6 3/4" BATH 3 FLR: TILE CLG: 9'-0" GYP SHOWER CAB W D UTILITY ROOM FLR: TILE CLG: 9'-0" GYP 15' COMPATIBILITY SETBACK SINK 12 11 10 9 8 7 6 5 4 3 2 1 STORAGE HANDRAIL UP I T E N B A C REF. CAB 8' - 6 3/4" 3' - 10 1/4" POWDER BATH 3' - 4 1/2" BOOKS SINK / " 4 3 6 - ' 2 1 " 4 / 1 1 - ' 7 / " 4 3 2 - ' 0 1 SCREENED PORCH FLR: TILE CLG: 9'-0" DENSGLASS VESTIBULE FLR: TILE CLG: 9'-0" GYP G L C " 0 - ' 9 G L C " 8 - ' 4 2 DN NEW FLOOR AREA HANDRAIL 1 2 3 4 5 6 BATH 1 FLR: TILE CLG: 9'-0" GYP A3.1 H3.1 2 2 5' BASE ZONING SETBACK T504 T184 E G N A R " 6 3 CURB 5' - 0 3/4" SHOWER ENTRY HALL FLR: EXISTING WOOD CLG: 10'-0" GYP " 4 / 3 0 1 - ' 3 / " 2 1 3 - ' 7 BEDROOM 1 FLR: EXISTING WOOD CLG: 9'-0" GYP 1' - 6 3/4" ARMOIRE FURN. CLOSET / " 4 1 0 - ' 1 DN OFFICE / LIBRARY / DEN FLR: EXISTING WOOD CLG: 10'-0" GYP 11' - 7 1/4" 4' - 9" LAV 9' - 5" BATH 2 FLR: TILE CLG: 9'-0" GYP TUB CLOSET 2 FLR: EXISTING WOOD CLG: 9'-0" GYP G L C D E T L U A V G N T S X E I I BEDROOM 2 FLR: EXISTING WOOD CLG: VAULTED WOOD 1 1 A3.2 H3.2 3 0 7 8 7 S A X E T , I N T S U A , T S O C N A L B 0 0 9 O C N A L B & H T 9 " 4 / 3 6 - ' 9 / " 4 1 0 1 - ' 3 1 " 7 - ' 3 PANTRY STORAGE OPEN SHELVES KITCHEN FLR: EXISTING WOOD CLG: 9'-0" GYP H S A R T DINING FLR: EXISTING WOOD CLG: VAULTED, PAINTED V-GROOVE WOOD NEW VAULTED CLG LIVING FLR: EXISTING WOOD CLG: VAULTED, PAINTED V-GROOVE WOOD " 0 - ' 7 2 5 23' - 2" 20' - 0 3/4" 15' COMPATIBILITY SETBACK NEW ELLIPTICAL STEP T88 " 5 ' - 0 2 5 4' - 0 " 2 5 1 1 A3.1 H3.1 " 3 ' - 0 2 5 522' - 0" 0 " - 5 2 1 ' 0' - 0" 2 5 5 1 9' - 0 " 6' - 0" 2 5 T71 Date: Issue: Revision: 08.09.2022 HISTORIC REVIEW SET H2.1 UNIT A & C - ENTRY LEVEL 7 OF 19 1 UNIT A & C - ENTRY LEVEL 1/4" = 1'-0" PROJECT NORTH 9TH ST T S Y E L L E H S , t c e t i h c r A e h t f o y t r e p o r p e o s e h l t e r a i s g n w a r d d n a s n g s e d e h T i . d e v r e s e R s t h g R i l l A t u o h t i w , e s o p r u p y n a r o f r o , t d o h e m y n a y b , m r o f y n a n i d e c u d o r p e r e b t o n y a m d n a . s t c e t i h c r l A h p o d n a R n o s r e f f e J h g u H m o r f n o s s m r e p n e t t i r i i w s u o v e r p i I S T C E T H C R A H P L O D N A R N O S R E F F E J H G U H 2 2 0 2 I T H G R Y P O C c T63 T E L N I R E T A W M R O T S FLOOR PLAN LEGEND DIMENSION NOTES FLOOR PLAN NOTES EXISTING WALL TO REMAIN FIELD VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION PERFORM ALL WORK IN ACCORDANCE WITH CITY OF AUSTIN CODES AND ORDINANCES NEW WALL NEW GLASS WALL OVERHEAD FEATURE / ROOF 1. 2. 3. 4. 5. 6. DO NOT SCALE DRAWING, CONTACT ARCHITECT UPON DISCOVERY OF MISSING INFORMATION OR CONFLICTS IN DRAWING ALL DIMENSIONS ARE TAKEN FROM FACE OF STUD FOR NEW WALLS AND FROM FINISHED FACE OF EXISTING WALLS UNLESS NOTED OTHERWISE ALL WINDOWS DIMENSIONED TO CENTERLINE U.N.O ALL NEW EXTERIOR WALLS TO BE FRAMED WITH 6" STUDS U.N.O. ALL INTERIOR WALLS TO BE FRAMED WITH 4" STUDS U.N.O. DISTANCE BETWEEN HINGE SIDE OF DOOR AND ADJACENT WALL IS 6" U.N.O. 1. 2. 4. 5. CONTACT ARCHITECT/ OWNER WITH ANY FRAMING QUESTIONS/ DISCREPANCIES 3. MINIMUM R-15 INSULATION IN WALLS USE 5/8" GYP. BOARD FOR ALL WALLS AND CEILINGS EXCEPT IN THE FOLLOWING LOCATIONS: USE 5/8" WATER RESISTANT GYP. BD. IN BATHROOM AND KITCHEN ON ALL WALLS EXCEPT BEHIND CERAMIC TILE AND BATHTUB WHERE TILE BACKER BOARD IS USED CONTRACTOR TO INSTALL BLOCKING IN WALLS AND CEILINGS AS REQUIRED FOR ALL ACCESSORIES, WALL MOUNTED ITEMS, CEILING FAN, ETC. INCLUDING 2X6 BLOCKING INSIDE ALL BATHROOM WALLS AT 36" ABOVE FINISHED FLOOR Drawn by Checked by TJR 5' BASE ZONING SETBACK BATH 1 FLR: TILE CLG: 9'-0" GYP 5' BASE ZONING SETBACK T504 T184 PRIMARY BEDROOM FLR: WOOD CLG: VAULTED I I G N L E C D E T L U A V REUSE EXISTING WINDOWS FROM SOUTH FACADE I Y T I L I B T A P M O C ' 5 1 K C A B T E S H3.2 A3.2 2 2 I G N N O Z E S A B ' 0 1 K C A B T E S PRIMARY BATHROOM FLR: WOOD CLG: 10'-0" GYP 4' - 4 1/4" 3' - 4 5/8" CAB 6' - 7" " 4 / 1 4 - ' 4 " 8 - ' 9 / " 4 3 6 - ' 4 / " 4 3 6 - ' 1 1 T88 15' COMPATIBILITY SETBACK 12 11 10 9 8 7 6 5 4 3 2 1 STORAGE HANDRAIL UP " 4 / 1 1 - ' 8 / " 2 1 9 - ' 4 / " 4 3 8 - ' 7 / " 4 1 1 - ' 1 / " 4 3 6 - ' 4 DN HANDRAIL 1 2 3 4 5 6 PANTRY STORAGE OPEN SHELVES 42" REF SINK KITCHEN FLR: EXISTING WOOD CLG: 9'-0" GYP H S A R T E G N A R " 6 3 DINING FLR: EXISTING WOOD CLG: VAULTED, PAINTED V-GROOVE WOOD NEW VAULTED CLG LIVING FLR: EXISTING WOOD CLG: VAULTED, PAINTED V-GROOVE WOOD SCREENED PORCH FLR: WOOD CLG: 10'-0" WOOD " 2 - ' 1 OFFICE FLR: WOOD CLG: 10'-0" WOOD 12' - 2 1/2" 19' - 10 1/4" 11' - 10 1/4" ENTRY HALL FLR: EXISTING WOOD CLG: 10'-0" GYP OFFICE / LIBRARY / DEN FLR: EXISTING WOOD CLG: 10'-0" GYP S K O O B BEDROOM 1 FLR: EXISTING WOOD CLG: 9'-0" GYP CLOSET DN S S E E O O H H S S BATH 2 FLR: TILE CLG: 9'-0" GYP CLOSET 2 FLR: EXISTING WOOD CLG: 9'-0" GYP G L C D E T L U A V G N T S X E I I BEDROOM 2 FLR: EXISTING WOOD CLG: VAULTED WOOD 1 1 H3.2 A3.2 15' COMPATIBILITY SETBACK NEW ELLIPTICAL STEP EXISTING PORCH 1 1 H3.1 A3.1 3 0 7 8 7 S A X E T , I N T S U A , T S O C N A L B 0 0 9 O C N A L B & H T 9 Date: Issue: Revision: 08.09.2022 HISTORIC REVIEW SET H2.2 UNIT A & C - UPPER LEVEL 8 OF 19 T71 1 UNIT A & C - UPPER LEVEL 1/4" = 1'-0" PROJECT NORTH 9TH ST T S Y E L L E H S T63 l , t c e t i h c r A e h t f o y t r e p o r p e o s e h t e r a s g n w a r d d n a s n g s e d e h T i i . d e v r e s e R s t h g R i l l A t u o h t i w , e s o p r u p y n a r o f r o , d o h t e m y n a y b , m r o f y n a n i d e c u d o r p e r e b t o n y a m d n a . s t c e t i h c r l A h p o d n a R n o s r e f f e J h g u H m o r f n o s s m r e p n e i i t t i r w s u o v e r p i I S T C E T H C R A H P L O D N A R N O S R E F F E J H G U H 2 2 0 2 I T H G R Y P O C c EXISTING STANDING SEAM METAL ROOF 28' - 2 1/4" 5' - 0 1/4" 5' - 7" EXISTING ROOF TO REMAIN " 5 - ' 4 DEMO PORTION OF EXISTING ROOF " 0 1 - ' 8 DEMO PORTION OF EXISTING ROOF " 4 / 3 6 - ' 0 1 " 2 / 1 1 1 - ' 3 1 EXISTING PRESSED METAL ROOF TO REMAIN, REHAB AND REPAIR AS NEEDED EXISTING STANDING SEAM METAL ROOF TO REMAIN EXISTING PRESSED METAL ROOF TO REMAIN, REHAB AND REPAIR AS NEEDED EXISTING ROOF TO REMAIN 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 6" HALF ROUND GALVANIZED GUTTERS. CONFIRM DOWNSPOUT LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION Drawn by Checked by TJR PLATE HEIGHT INCREASED BY 1' FROM EXISTING. ALLOWED PER § 25-2-963 - MODIFICATION AND MAINTENANCE OF NONCOMPLYING STRUCTURES. (E)2 OUTLINE OF WALL BELOW . F . I . V " 0 - ' 1 / " 6 " 0 - ' 1 / " 6 . F . I . V EXISTING STANDING SEAM METAL ROOF I G N N O Z E S A B ' 0 1 K C A B T E S I Y T I L I B T A P M O C ' 5 1 K C A B T E S SKYLIGHT ON CURB 36" GUARDRAIL NEW LOW SLOPE ROOF, MIN 3/8":12" SLOPE OUTLINE OF WALL BELOW 2 ROOF DEMO PLAN - UNITS A & C 1/8" = 1'-0" PROJECT NORTH OUTLINE OF WALL BELOW 10" / 1'-0" V.I.F. 10" / 1'-0" 10" / 1'-0" V.I.F. EXISTING ROOF TO REMAIN " 0 - ' 1 / " 4 1 / . F . I . V 15' COMPATIBILITY SETBACK 5' BASE ZONING SETBACK EXISTING CHIMNEY TO REMAIN EXISTING PRESSED METAL ROOF TO REMAIN, REHAB AND REPAIR AS NEEDED EXISTING STANDING SEAM METAL ROOF TO REMAIN " 0 - ' 1 / " 0 1 . F . I . V " 0 - ' 1 / " 0 1 . F . I . V " 0 - ' 1 / " 0 1 " 0 - ' 1 / " 0 1 . F . I . V . F . I . V " 0 - ' 1 / " 0 1 EXISTING PRESSED METAL ROOF TO REMAIN, REHAB AND REPAIR AS NEEDED 10" / 1'-0" V.I.F. 10" / 1'-0" V.I.F. 15' COMPATIBILITY SETBACK " " 0 0 - - ' ' 1 1 / / " " 1 1 . F . I . V EXISTING ROOF TO REMAIN OUTLINE OF WALL BELOW l , t c e t i h c r A e h t f o y t r e p o r p e o s e h t e r a s g n w a r d d n a s n g s e d e h T i i . d e v r e s e R s t h g R i l l A t u o h t i w , e s o p r u p y n a r o f r o , d o h t e m y n a y b , m r o f y n a n i d e c u d o r p e r e b t o n y a m d n a . s t c e t i h c r l A h p o d n a R n o s r e f f e J h g u H m o r f n o s s m r e p n e i i t t i r w s u o v e r p i I S T C E T H C R A H P L O D N A R N O S R E F F E J H G U H 2 2 0 2 I T H G R Y P O C c 1 UNIT A & C - ROOF PLAN 1/4" = 1'-0" PROJECT NORTH 9 OF 19 3 0 7 8 7 S A X E T , I N T S U A , T S O C N A L B 0 0 9 O C N A L B & H T 9 Date: Issue: Revision: 08.09.2022 HISTORIC REVIEW SET H2.3 UNIT A & C - ROOF PLAN " 0 - ' 3 " 0 - ' 0 3 COMPATABILITY MAX HEIGHT 553' - 0" PAINTED WOOD FASCIA NEW - UNIT A TOP OF PORCH 547' - 3 1/2" UNIT A - TOP 2 546' - 6" POCKET SLIDER BEYOND PAINTED WOOD VERTICAL DIVISIONS UNIT A -LEVEL 2 537' - 3 1/2" UNIT A - TOP 1 535' - 7" EXISTING WOOD SIDING GARAGE WALL TO REMAIN BEYOND " 2 / 1 9 " 2 / 1 2 - ' 9 " 2 / 1 8 - ' 1 " 0 - ' 9 UNIT A ENTRY LEVEL 526' - 7" AVG ADJ. GRADE 523' - 0" COMPATABILITY MAX HEIGHT 553' - 0" UNIT C - TOP 1 539' - 9 1/2" UNIT C - LEVEL 1 529' - 9 1/2" UNIT B - TOP 1 528' - 6" AVG ADJ. GRADE 523' - 0" UNIT B - LEVEL 1 520' - 6" " 0 - ' 0 1 " 2 / 1 3 - ' 1 " 0 - ' 8 l , t c e t i h c r A e h t f o y t r e p o r p e o s e h t e r a s g n w a r d d n a s n g s e d e h T i i . d e v r e s e R s t h g R i l l A t u o h t i w , e s o p r u p y n a r o f r o , d o h t e m y n a y b , m r o f y n a n i d e c u d o r p e r e b t o n y a m d n a . s t c e t i h c r l A h p o d n a R n o s r e f f e J h g u H m o r f n o s s m r e p n e t t i r i i w s u o v e r p i I S T C E T H C R A H P L O D N A R N O S R E F F E J H G U H 2 2 0 2 I T H G R Y P O C c PLATE HEIGHT INCREASED BY 1' FROM EXISTING. ALLOWED PER § 25-2-963 - MODIFICATION AND MAINTENANCE OF NONCOMPLYING STRUCTURES. (E)2 EXISTING METAL ROOF . F . I . V " 0 - ' 1 / " 6 NEW SCREEN PORCH NEW GLAZING EXISTING WOOD SIDING GARAGE WALL BEYOND NEW WOOD SIDING TO MATCH ORGINAL, PAINTED 36" GUARDRAIL ROOFTOP DECK BEYOND POWDER COATED PRESSED METAL SHINGLES, SIMILAR TO SHINGLES ON EXISTING ROOF V .I.F. 1 0" / 1'-0" EXISTING ROOF TO REMAIN 1 0 V.I.F. " / 1'- 0 " EXISTING WOOD SIDING TO REMAIN, REPAINTED NEW SCREEN PORCH NEW GLAZING EXISTING PRESSED METAL ROOF TO REMAIN, REHAB AND REPAIR AS NEEDED . F . I . V " 0 - ' 1 / " 0 1 " 0 - ' 1 / " 0 1 . F . I . V EXISTING ROOF TO REMAIN EXISTING WINDOW TO REMAIN EXISTING WINDOWS TO REMAIN EXISTING COLUMNS TO REMAIN 36" GUARDRAIL ROOFTOP DECK BEYOND NEW WINDOW EXISTING WOOD SIDING TO REMAIN, REPAINTED AC EXISTING METAL ROOF TO REMAIN " 0 - ' 1 / " 0 1 . F . I . V " 0 - ' 1 / " 0 1 . F . I . V EXISTING PRESSED METAL ROOF TO REMAIN, REHAB AND REPAIR AS NEEDED V .I.F. 1 0" / 1'-0" 1 0 V.I.F. " / 1'- 0 " POWDER COATED PRESSED METAL SHINGLES, SIMILAR TO SHINGLES ON EXISTING ROOF EXISTING CHIMNEY TO REMAIN EXISTING WINDOWS TO REMAIN EXISTING WINDOWS TO REMAIN EXISTING BRICK TO REMAIN EXISTING WOOD SIDING TO REMAIN, REPAINTED EXISTING WINDOWS TO REMAIN AC EXISTING RAILING TO REMAIN, REHAB AND RESTORE AS NEEDED EXISTING WINDOWS TO REMAIN EXISTING BRICK TO REMAIN 1 SOUTH ELEVATION - A/B/C 1/4" = 1'-0" " 0 - ' 1 / " 6 . F . I . V EXISTING METAL ROOF 4' - 0" " 0 - ' 3 PLATE HEIGHT INCREASED BY 1' FROM EXISTING. ALLOWED PER § 25-2-963 - MODIFICATION AND MAINTENANCE OF NONCOMPLYING STRUCTURES. (E)2 EXISTING WOOD SIDING TO REMAIN, REPAINTED NEW WINDOW 1' - 6" " 0 - ' 5 NEW WINDOW AC ELEVATION NOTES 1. GRADE LINES SHOWN ON ELEVATIONS ARE REPRESENTATIONAL ONLY. BUILDER TO VERIFY FINISH GRADE IN FIELD. COMPATABILITY MAX HEIGHT 553' - 0" Drawn by Checked by TJR UNIT C - TOP 1 539' - 9 1/2" " 0 - ' 0 1 / " 2 1 3 - ' 1 " 0 - ' 8 EXISTING RAILING TO REMAIN, REHAB AND RESTORE AS NEEDED EXISTING CANOPY TO REMAIN UNIT C - LEVEL 1 529' - 9 1/2" UNIT B - TOP 1 528' - 6" AVG ADJ. GRADE 523' - 0" UNIT B - LEVEL 1 520' - 6" 3 0 7 8 7 S A X E T , I N T S U A , T S O C N A L B 0 0 9 O C N A L B & H T 9 COMPATABILITY MAX HEIGHT 553' - 0" NEW - UNIT A TOP OF PORCH 547' - 3 1/2" UNIT A - TOP 2 546' - 6" SCREEN PORCH BEYOND / " 2 1 9 " 2 / 1 2 - ' 9 " 2 / 1 8 - ' 1 " 0 - ' 9 " 0 - ' 0 3 UNIT A -LEVEL 2 537' - 3 1/2" UNIT A - TOP 1 535' - 7" Date: Issue: Revision: 08.09.2022 HISTORIC REVIEW SET UNIT A ENTRY LEVEL 526' - 7" AVG ADJ. GRADE 523' - 0" H3.1 EXTERIOR ELEVATIONS 10 OF 19 2 NORTH ELEVATION A/B/C 1/4" = 1'-0" COMPATABILITY MAX HEIGHT 553' - 0" NEW - UNIT A TOP OF PORCH 547' - 3 1/2" UNIT A - TOP 2 546' - 6" PLATE HEIGHT INCREASED BY 1' FROM EXISTING. ALLOWED PER § 25-2-963 - MODIFICATION AND MAINTENANCE OF NONCOMPLYING STRUCTURES. (E)2 UNIT A -LEVEL 2 537' - 3 1/2" UNIT A - TOP 1 535' - 7" " 0 - ' 3 " 0 - ' 0 3 " 2 / 1 9 " 2 / 1 2 - ' 9 " 2 / 1 8 - ' 1 " 0 - ' 9 UNIT A ENTRY LEVEL 526' - 7" AVG ADJ. GRADE 523' - 0" COMPATABILITY MAX HEIGHT 553' - 0" " 0 - ' 0 3 " 0 - ' 0 1 " 2 / 1 3 - ' 1 " 0 - ' 8 UNIT C - TOP 1 539' - 9 1/2" UNIT C - LEVEL 1 529' - 9 1/2" UNIT B - TOP 1 528' - 6" AVG ADJ. GRADE 523' - 0" UNIT B - LEVEL 1 520' - 6" 36" GUARDRAIL ROOFTOP DECK BEYOND POWDER COATED PRESSED METAL SHINGLES, SIMILAR TO SHINGLES ON EXISTING ROOF V.I.F. 6" / 1'-0" NEW LOW SLOPE ROOF, MIN. 3/8":12" SLOPE PAINTED WOOD FASCIA EXISTING PITCH TO REMAIN V .I. F . " / 1 '- 0 6 " EXISTING WINDOWS TO BE REUSED NEW WINDOWS TO MATCH EXISTING EXISTING WOOD SIDING TO REMAIN, REPAINTED NEW SCREEN PORCH NEW WOOD SIDING TO MATCH EXISTING BEYOND " 0 - ' 1 / " 0 1 . F . I . V EXISTING PRESSED METAL ROOF TO REMAIN, REHAB AND REPAIR AS NEEDED NEW SCREEN PORCH NEW - UNIT A TOP OF PORCH 547' - 3 1/2" Drawn by Checked by TJR EXISTING WINDOW TO REMAIN EXISTING WOOD SIDING TO REMAIN, REPAINTED " 0 - ' 0 1 / " 2 1 2 - ' 3 2 WEST ELEVATION - A/B/C Copy 1 1/4" = 1'-0" 3 0 7 8 7 S A X E T , I N T S U A , T S O C N A L B 0 0 9 O C N A L B & H T 9 36" GUARDRAIL ROOFTOP DECK BEYOND NEW LOW SLOPE ROOF BEYOND POWDER COATED PRESSED METAL SHINGLES, SIMILAR TO SHINGLES ON EXISTING ROOF EXISTING PRESSED METAL ROOF TO REMAIN, REHAB AND REPAIR AS NEEDED V .I.F. 1 0" / 1'-0" 1 0" / 1'-0" V .I.F. 1 0 V.I.F. " / 1'- 0 " 1 0 " / 1'- 0 " V.I.F. " 0 - ' 1 / " 0 1 . F . I . V V . I. F . 1" / 1'-0" EXISTING WINDOW TO REMAIN EXISTING WOOD SIDING TO REMAIN, REPAINTED EXISTING CANOPY TO REMAIN EXISTING BRICK TO REMAIN EXISTING STAINED GLASS WINDOWS TO REMAIN EXISTING CHIMNEY TO REMAIN AC AC AC EXISTING RAILING TO REMAIN, REHAB AND RESTORE AS NEEDED EXISTING WINDOW TO REMAIN EXISTING WOOD SIDING TO REMAIN, REPAINTED Date: Issue: Revision: 08.09.2022 HISTORIC REVIEW SET H3.2 EXTERIOR ELEVATIONS 1 EAST ELEVATION - A/B/C Copy 1 1/4" = 1'-0" 11 OF 19 COMPATABILITY MAX HEIGHT 553' - 0" UNIT C - TOP 1 539' - 9 1/2" UNIT C - LEVEL 1 529' - 9 1/2" UNIT A ENTRY LEVEL 526' - 7" AVG ADJ. GRADE 523' - 0" COMPATABILITY MAX HEIGHT 553' - 0" UNIT A - TOP 2 546' - 6" UNIT C - TOP 1 539' - 9 1/2" UNIT A -LEVEL 2 537' - 3 1/2" UNIT C - LEVEL 1 529' - 9 1/2" UNIT B - TOP 1 528' - 6" AVG ADJ. GRADE 523' - 0" UNIT B - LEVEL 1 520' - 6" , t c e t i h c r A e h t f o y t r e p o r p e o s e h t e r a s g n w a r d d n a l i i s n g s e d e h T . d e v r e s e R s t h g R i l l A t u o h t i w , e s o p r u p y n a r o f r o , d o h t e m y n a y b , m r o f y n a n i d e c u d o r p e r e b t o n y a m d n a . s t c e t i h c r l A h p o d n a R n o s r e f f e J h g u H m o r f i i n o s s m r e p n e t t i r w s u o v e r p i I S T C E T H C R A H P L O D N A R N O S R E F F E J H G U H 2 2 0 2 I T H G R Y P O C c Drawn by Checked by TJR 3 0 7 8 7 S A X E T , I N T S U A , T S O C N A L B 0 0 9 O C N A L B & H T 9 Date: Issue: Revision: 08.09.2022 HISTORIC REVIEW SET H4.1 UNIT A - SOUTH ELEVATION EXISTING PHOTOS OF 12 19 , t c e t i h c r A e h t f o y t r e p o r p e o s e h t e r a s g n w a r d d n a l i i s n g s e d e h T . d e v r e s e R s t h g R i l l A t u o h t i w , e s o p r u p y n a r o f r o , d o h t e m y n a y b , m r o f y n a n i d e c u d o r p e r e b t o n y a m d n a . s t c e t i h c r l A h p o d n a R n o s r e f f e J h g u H m o r f i i n o s s m r e p n e t t i r w s u o v e r p i I S T C E T H C R A H P L O D N A R N O S R E F F E J H G U H 2 2 0 2 I T H G R Y P O C c Drawn by Checked by TJR 3 0 7 8 7 S A X E T , I N T S U A , T S O C N A L B 0 0 9 O C N A L B & H T 9 Date: Issue: Revision: 08.09.2022 HISTORIC REVIEW SET H4.2 UNIT A - WEST ELEVATION EXISTING PHOTOS OF 13 19 , t c e t i h c r A e h t f o y t r e p o r p e o s e h t e r a s g n w a r d d n a l i i s n g s e d e h T . d e v r e s e R s t h g R i l l A t u o h t i w , e s o p r u p y n a r o f r o , d o h t e m y n a y b , m r o f y n a n i d e c u d o r p e r e b t o n y a m d n a . s t c e t i h c r l A h p o d n a R n o s r e f f e J h g u H m o r f i i n o s s m r e p n e t t i r w s u o v e r p i I S T C E T H C R A H P L O D N A R N O S R E F F E J H G U H 2 2 0 2 I T H G R Y P O C c Drawn by Checked by TJR 3 0 7 8 7 S A X E T , I N T S U A , T S O C N A L B 0 0 9 O C N A L B & H T 9 Date: Issue: Revision: 08.09.2022 HISTORIC REVIEW SET H4.3 UNIT A - NORTH ELEVATION EXISTING PHOTOS OF 14 19 , t c e t i h c r A e h t f o y t r e p o r p e o s e h t e r a s g n w a r d d n a l i i s n g s e d e h T . d e v r e s e R s t h g R i l l A t u o h t i w , e s o p r u p y n a r o f r o , d o h t e m y n a y b , m r o f y n a n i d e c u d o r p e r e b t o n y a m d n a . s t c e t i h c r l A h p o d n a R n o s r e f f e J h g u H m o r f i i n o s s m r e p n e t t i r w s u o v e r p i I S T C E T H C R A H P L O D N A R N O S R E F F E J H G U H 2 2 0 2 I T H G R Y P O C c Drawn by Checked by TJR 3 0 7 8 7 S A X E T , I N T S U A , T S O C N A L B 0 0 9 O C N A L B & H T 9 Date: Issue: Revision: 08.09.2022 HISTORIC REVIEW SET H4.4 UNIT A - EAST ELEVATION EXISTING PHOTOS OF 15 19 , t c e t i h c r A e h t f o y t r e p o r p e o s e h t e r a s g n w a r d d n a l i i s n g s e d e h T . d e v r e s e R s t h g R i l l A t u o h t i w , e s o p r u p y n a r o f r o , d o h t e m y n a y b , m r o f y n a n i d e c u d o r p e r e b t o n y a m d n a . s t c e t i h c r l A h p o d n a R n o s r e f f e J h g u H m o r f i i n o s s m r e p n e t t i r w s u o v e r p i I S T C E T H C R A H P L O D N A R N O S R E F F E J H G U H 2 2 0 2 I T H G R Y P O C c Drawn by Checked by TJR 3 0 7 8 7 S A X E T , I N T S U A , T S O C N A L B 0 0 9 O C N A L B & H T 9 Date: Issue: Revision: 08.09.2022 HISTORIC REVIEW SET H4.5 UNIT C - SOUTH ELEVATION EXISTING PHOTOS OF 16 19 , t c e t i h c r A e h t f o y t r e p o r p e o s e h t e r a s g n w a r d d n a l i i s n g s e d e h T . d e v r e s e R s t h g R i l l A t u o h t i w , e s o p r u p y n a r o f r o , d o h t e m y n a y b , m r o f y n a n i d e c u d o r p e r e b t o n y a m d n a . s t c e t i h c r l A h p o d n a R n o s r e f f e J h g u H m o r f i i n o s s m r e p n e t t i r w s u o v e r p i I S T C E T H C R A H P L O D N A R N O S R E F F E J H G U H 2 2 0 2 I T H G R Y P O C c Drawn by Checked by TJR 3 0 7 8 7 S A X E T , I N T S U A , T S O C N A L B 0 0 9 O C N A L B & H T 9 Date: Issue: Revision: 08.09.2022 HISTORIC REVIEW SET H4.6 UNIT C - WEST ELEVATION EXISTING PHOTOS OF 17 19 , t c e t i h c r A e h t f o y t r e p o r p e o s e h t e r a s g n w a r d d n a l i i s n g s e d e h T . d e v r e s e R s t h g R i l l A t u o h t i w , e s o p r u p y n a r o f r o , d o h t e m y n a y b , m r o f y n a n i d e c u d o r p e r e b t o n y a m d n a . s t c e t i h c r l A h p o d n a R n o s r e f f e J h g u H m o r f i i n o s s m r e p n e t t i r w s u o v e r p i I S T C E T H C R A H P L O D N A R N O S R E F F E J H G U H 2 2 0 2 I T H G R Y P O C c Drawn by Checked by TJR 3 0 7 8 7 S A X E T , I N T S U A , T S O C N A L B 0 0 9 O C N A L B & H T 9 Date: Issue: Revision: 08.09.2022 HISTORIC REVIEW SET H4.7 UNIT C - NORTH ELEVATION EXISTING PHOTOS OF 18 19 , t c e t i h c r A e h t f o y t r e p o r p e o s e h t e r a s g n w a r d d n a l i i s n g s e d e h T . d e v r e s e R s t h g R i l l A t u o h t i w , e s o p r u p y n a r o f r o , d o h t e m y n a y b , m r o f y n a n i d e c u d o r p e r e b t o n y a m d n a . s t c e t i h c r l A h p o d n a R n o s r e f f e J h g u H m o r f i i n o s s m r e p n e t t i r w s u o v e r p i I S T C E T H C R A H P L O D N A R N O S R E F F E J H G U H 2 2 0 2 I T H G R Y P O C c Drawn by Checked by TJR 3 0 7 8 7 S A X E T , I N T S U A , T S O C N A L B 0 0 9 O C N A L B & H T 9 Date: Issue: Revision: 08.09.2022 HISTORIC REVIEW SET H4.8 UNIT C - EAST ELEVATION EXISTING PHOTOS OF 19 19 , t c e t i h c r A e h t f o y t r e p o r p e o s e h t e r a s g n w a r d d n a l i i s n g s e d e h T . d e v r e s e R s t h g R i l l A t u o h t i w , e s o p r u p y n a r o f r o , d o h t e m y n a y b , m r o f y n a n i d e c u d o r p e r e b t o n y a m d n a . s t c e t i h c r l A h p o d n a R n o s r e f f e J h g u H m o r f i i n o s s m r e p n e t t i r w s u o v e r p i I S T C E T H C R A H P L O D N A R N O S R E F F E J H G U H 2 2 0 2 I T H G R Y P O C c