4.1 - 900 Blanco - revised drawings — original pdf

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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 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 Drawn by Checked by TJR 3 0 7 8 7 s a x e T , n i t s u A , t e e r t S o c n a B 0 0 9 l O C N A L B & H T 9 Date: Issue: Revision: 08.09.22 HISTORIC REVIEW SET 1 REV 1 - 10.20.22 H0.0 COVER SHEET 1 OF 27 9th & B l a n c o R e s i d e n c e 900 Blanco Street, Austin, Texas 78703 SHEET LIST FIRE PROTECTION 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 OAKMAN BUILDING CO. 6507 JESTER BLVD. #510-B AUSTIN, TEXAS 78750 CONTACT: RYAN HAY RYAN@BUILDOAKMAN.COM T: 512.565.7770 GENERAL CONTRACTOR 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 NO. SHEET NAME H0.0 H1.0 H1.1 H1.2 H1.3 H1.4 H1.5 H1.6 H1.7 H1.8 H1.9 H1.10 H2.0 H2.1 H2.2 H2.3 H2.4 H3.1 H3.2 H4.1 H4.2 H4.3 H4.4 H4.5 H4.6 H4.7 H4.8 SHEET TOTAL: 27 COVER SHEET SITE PLAN EXISTING SITE PLAN DIAGRAM PREVIOUS SITE PLAN PROPOSAL REVISED SITE PLAN PROPOSAL PREVIOUS PROPOSAL REVISED PROPOSAL PREVIOUS PROPOSAL REVISED PROPOSAL PREVIOUS PROPOSAL REVISED PROPOSAL NEIGHBORHOOD PRECEDENT 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 RELOCATED AC PAD SILT FENCE EROSION CONTROL TO BE INSTALLED AT LIMITS OF CONSTRUCTION TYP. 0 " - 5 2 7 ' 0 " - 5 2 6 ' 5 2 5' - 0 " EXIST. AC PAD TO REMAIN " 0 - ' 4 2 5 3' - 0" 2 5 522' - 0" 5' BASE ZONING SETBACK S 63° 15' 39" E 198.32' EXISTING WOOD DECK TO REMAIN EXIST. AC PAD 520' - 0" TO REMAIN NEW 2-STORY ADDITION (UNIT A) ADDITION F.F.E. 529' - 9 1/2" CONCRETE FOUNDATION, WOOD STUD FRAMING OUTLINE OF UNIT B (BASEMENT) BELOW 8' - 6" 8' - 6" AVG ADJ GRADE 523'-11 1/2" EXISTING 2-STORY HOUSE (UNITS C & B) R 8' - 0" 528' - 0" A 1 RELOCATED EXISTING 2-STORY GARAGE (UNIT A) CONCRETE FOUNDATION, WOOD STUD FRAMING R 8' - 0" PROPOSED F.F.E. 529' - 9 1/2" K C A B T E S G N N O Z E S A B I ' 0 1 B SILT FENCE TO BE INSTALLED AT PROPERTY LINE TYP. ' 2 6 . 9 4 E " 3 3 ' 9 5 ° 6 2 N REMOVED T S Y E L L E H S LIMITS OF CONSTRUCTION = 2,998 SF 526' - 0" EXISTING ELECT. SERVICE PANEL 529' - 9 1/2" EXISTING F.F.E. T63 1 T E L N I R E T A W M R O T S ACCESSIBLE PARKING SPACE " 0 - ' 1 1 17' - 0" REMOVED 2 17' - 0" T88 " 6 - ' 8 " 5 ' - 0 2 5 NEW LANDSCAPE WALL NEW 4' HIGH GATE NEW LANDSCAPE WALL C R 8' - 0" GAS VALVE D R 8' - 0" T71 EXISTING DRIVEWAY, APRON AND CURB CUT TO REMAIN ACCESS ROUTE R 8' - 0" E 22' - 0" EXISTING STAIRS TO REMAIN 3 ' - 0 " 2 5 4' - 0 " 2 5 R 8' - 0" F EXISTING PORCH TO REMAIN GAS METER EXISTING BRICK PATH TO REMAIN SILT FENCE EROSION CONTROL TO BE INSTALLED AT LIMITS OF 2' - 0 " CONSTRUCTION TYP. 2 5 UTILITY POLE " 1 ' - 0 2 5 " 0 - ' 0 2 5 9TH ST EXIST. AC PAD TO REMAIN " 0 - ' 1 2 5 T504 EXIST. AC PAD TO REMAIN T184 0' - 0" 2 5 5 3 4 " 0 - ' 7 1 " 0 - ' 7 1 I D E R U Q E R B T N U I S E C A P S G N K R A P I I EXISTING DRIVE STRIPS TO REMAIN D E R U Q E R D T N U EXISTING ELECT. SERVICE PANEL 6 I S E C A P S G N K R A P I 519' - 11" 8' - 6" 8' - 6" EXISTING PARKING SPACES TO REMAIN, NO CHANGE. " 0 - ' 7 1 " 0 - ' 7 1 T92 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 SILT FENCE TO BE INSTALLED AT PROPERTY LINE TYP. 0 " - 5 2 0 ' 5 1 9' - 0 " EXISTING DRIVEWAY, APRON AND CURB CUT TO REMAIN 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 33' - 8" 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 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 PROJECT NORTH TRUE NORTH 0' 5' 10' 20' 40' SITE PLAN AREAS LEGEND LINE TYPE LEGEND TREE LIST SITE PLAN NOTES EXISTING STRUCTURE WOOD DECK LIMITS OF CONSTRUCTION (2,998 SF TOTAL) COVERED PORCH AREA ADDITION AREA EXISTING FLATWORK T63 13",13", 10", 8" HACKBERRY REMOVED REMOVED 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 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 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 3 0 7 8 7 s a x e T , n i t s u A , t e e r t S o c n a B 0 0 9 l O C N A L B & H T 9 Date: Issue: Revision: 08.09.22 HISTORIC REVIEW SET 1 REV 1 - 10.20.22 H1.0 SITE PLAN 2 OF 19  K C A B T E S G N N O Z E S A B I ' 0 1 EXISTING 2-STORY GARAGE 600 sf footprint 15' BASE ZONING SETBACK 5' BASE ZONING SETBACK EXISTING 2-STORY HOUSE (NOT IN SCOPE) 25' BASE ZONING SETBACK EXISTING 1-STORY HOUSE (NOT IN SCOPE) EXISTING CONDITIONS 9TH ST. 1 . T S Y E L L E H S 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 Drawn by Checked by Author Checker 3 0 7 8 7 s a x e T , n i t s u A , t e e r t S o c n a B 0 0 9 l O C N A L B & H T 9 . T S O C N A L B Date: Issue: Revision: 08.09.22 HISTORIC REVIEW SET 1 REV 1 - 10.20.22 H1.1 EXISTING SITE PLAN DIAGRAM 3 OF 27 1 . T S Y E L L E H S 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 5' BASE ZONING SETBACK 25' BASE ZONING SETBACK K C A B T E S G N N O Z E S A B I ' 0 1 GARAGE STRUCTURE 15' BASE ZONING SETBACK 9TH ST. PREVIOUS PROPOSAL existing structures proposed addition Drawn by Checked by Author Checker 3 0 7 8 7 s a x e T , n i t s u A , t e e r t S o c n a B 0 0 9 l O C N A L B & H T 9 . T S O C N A L B Date: Issue: Revision: 08.09.22 HISTORIC REVIEW SET 1 REV 1 - 10.20.22 H1.2 PREVIOUS SITE PLAN PROPOSAL 4 OF 27 1 . T S Y E L L E H S 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 5' BASE ZONING SETBACK 25' BASE ZONING SETBACK ROTATED GARAGE STRUCTURE K C A B T E S G N N O Z E S A B I ' 0 1 15' BASE ZONING SETBACK 9TH ST. REVISED PROPOSAL existing structures proposed addition Drawn by Checked by Author Checker 3 0 7 8 7 s a x e T , n i t s u A , t e e r t S o c n a B 0 0 9 l O C N A L B & H T 9 . T S O C N A L B Date: Issue: Revision: 08.09.22 HISTORIC REVIEW SET 1 REV 1 - 10.20.22 H1.3 REVISED SITE PLAN PROPOSAL 5 OF 27 PREVIOUS PROPOSAL 6 OF 27 1 REVISED PROPOSAL 7 OF 27 1 PREVIOUS PROPOSAL 8 OF 27 1 REVISED PROPOSAL 9 OF 27 1 PREVIOUS PROPOSAL 10 OF 27 REVISED PROPOSAL 11 OF 27 1 NEIGHBORHOOD PRECEDENT 12 OF 27 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 3 0 7 8 7 s a x e T , n i t s u A , t e e r t S o c n a B 0 0 9 l O C N A L B & H T 9 Date: Issue: Revision: 08.09.22 HISTORIC REVIEW SET REV 1 - 10.20.22 H2.0 ORIGINAL SURVEY 13 OF 27 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 STAIR DEMO EXISTING STAIR DEMO EXISTING INTERIOR WALLS EXISTING SIDING, FRAMING TO REMAIN NEW OPENING FOR DOOR NEW OPENING FOR WINDOW NEW OPENING FOR WINDOWS DEMO EXISTING INTERIOR WALLS EXISTING GARAGE DOORS TO REMAIN. FIXED AND ISULATED 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 2 DEMO PLAN - UNIT A - LEVEL 2 1/4" = 1'-0" 1 DEMO PLAN - UNIT A - GARAGE LEVEL 1/4" = 1'-0" REMOVE AND STORE EXISTING WINDOW TYP. 2' - 10 1/2" DEMO PORTION OF EXISTING EXTERIOR WALL FOR NEW WINDOW DEMO EXISTING BATH 1 " 7 - ' 6 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 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 3 0 7 8 7 s a x e T , n i t s u A , t e e r t S o c n a B 0 0 9 l O C N A L B & H T 9 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" , 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 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" Date: Issue: Revision: 08.09.22 HISTORIC REVIEW SET 1 REV 1 - 10.20.22 H2.1 DEMOLITION PLAN - UNIT A,B,C 14 OF 27 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 BATH 1 FLR: TILE CLG: 9'-0" GYP A3.1 H3.1 2 2 5' BASE ZONING SETBACK 1 K C A B T E S G N N O Z E S A B I ' 0 1 A3.2 H3.2 2 2 E G A R O T S E G A R O T S " 0 - ' 7 2 5 T S Y E L L E H S STORM WATER INLET 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 1 UNIT A & C - LEVEL 1 1/4" = 1'-0" PROJECT NORTH SHOWER BATH 3 FLR: TILE CLG: 10'-0" GYP W D N E N I L UTILITY ROOM FLR: TILE CLG: 10'-0" GYP TALL STORAGE REF. FAMILY ROOM FLR: TILE CLG: 10'-0" GYP POWDER BATH STORAGE SCREENED PORCH FLR: TILE CLG: 10'-8" GYP 42" REF SINK D.W. KITCHEN FLR: EXISTING WOOD CLG: 9'-6" GYP H S A R T 8' - 0" E G N A R " 6 3 SHOWER CURB 6 A4.6 5 V A L UP E G A R O T S L L A T ENTRY HALL FLR: EXISTING WOOD CLG: 10'-0" GYP VAULTED CLG OFFICE / LIBRARY / DEN FLR: EXISTING WOOD CLG: 10'-0" GYP 3 0 7 8 7 s a x e T , n i t s u A , t e e r t S o c n a B 0 0 9 l O C N A L B & H T 9 LAV BATH 2 FLR: TILE CLG: 9'-0" GYP TUB CLOSET 2 FLR: EXISTING WOOD CLG: 9'-0" GYP BEDROOM 2 FLR: EXISTING WOOD CLG: VAULTED WOOD 1 1 A3.2 H3.2 15' BASE ZONING SETBACK 526' - 0" BEDROOM 1 FLR: EXISTING WOOD CLG: 9'-0" GYP ARMOIRE FURN. CLOSET FRONT PORCH 1 1 A3.1 H3.1 9TH ST Date: Issue: Revision: 08.09.22 HISTORIC REVIEW SET 1 REV 1 - 10.20.22 H2.2 UNIT A & C - ENTRY LEVEL 15 OF 27 1 K C A B T E S G N N O Z E S A B I ' 0 1 SHOWER PRIMARY CLOSET FLR: TILE CLG: 8'-0" PRIMARY BATH FLR: TILE CLG: 8'-0" W/D PRIMARY BEDROOM FLR: WOOD CLG: VAULTED WOOD PLANKS VAULTED CEILING DN BOOKSHELF OFFICE SLIDING DOOR PANEL READING LOFT OPEN TO BELOW 15' BASE ZONING SETBACK 1 UNIT A & C - UPPER LEVEL 1/4" = 1'-0" PROJECT NORTH 9TH ST T S Y E L L E H S 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 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 15' COMPATIBILITY SETBACK 3 0 7 8 7 s a x e T , n i t s u A , t e e r t S o c n a B 0 0 9 l O C N A L B & H T 9 Date: Issue: Revision: 08.09.22 HISTORIC REVIEW SET 1 REV 1 - 10.20.22 H2.3 UNIT A & C - UPPER LEVEL 16 OF 27 EXISTING ROOF TO REMAIN 1 " 4 / 1 1 - ' 6 1 " 2 / 1 1 1 - ' 0 2 DEMO PORTION OF EXISTING ROOF 5' - 3" 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 2 ROOF DEMO PLAN - UNITS A & C 1/8" = 1'-0" PROJECT NORTH 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 1 " 0 - ' 1 / " 6 " 0 - ' 1 / " 6 . F . I . V . F . I . V , 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 STEEP STANDING SEAM METAL ROOF PARAPET SKYLIGHT NEW SLOPED SKYLIGHT EXISTING ROOF PITCH TO REMAIN NEW LOW SLOPE TPO ROOF 6" / 1'-0" V.I.F. 6" / 1'-0" V.I.F. " 0 - ' 1 / " 0 1 " 0 - ' 1 / " 0 1 " 0 - ' 1 / " 0 1 " 0 - ' 1 / " 4 1 / EXISTING PRESSED METAL ROOF TO REMAIN, REHAB AND REPAIR AS NEEDED " 0 - ' 1 / " 0 1 . F . I . V " 0 - ' 1 / " 0 1 . F . I . V " " 0 0 - - ' ' 1 1 / / " " 1 1 1 UNIT A & C - ROOF PLAN 1/4" = 1'-0" 10" / 1'-0" V.I.F. 10" / 1'-0" V.I.F. EXISTING PRESSED METAL ROOF TO REMAIN, REHAB AND REPAIR AS NEEDED 3 0 7 8 7 s a x e T , n i t s u A , t e e r t S o c n a B 0 0 9 l O C N A L B & H T 9 Date: Issue: Revision: 08.09.22 HISTORIC REVIEW SET 1 REV 1 - 10.20.22 H2.4 UNIT A & C - ROOF PLAN 17 OF 27 EXISTING ROOF PITCH TO REMAIN V .I. F . " / 1 '- 0 6 " V.I.F. 6" / 1'-0" PARAPET BEYOND NEW OPERABLE SUN CONTROL PANELS EXISTING ROOF TO REMAIN 2 3/8" / 1'-0" NEW GLAZING 1 0 3/4 " / 1'- 0 " EXISTING WINDOWS TO REMAIN NEW GLAZING UNIT A -LEVEL 2 540' - 5 1/2" " 0 - ' 0 3 EXISTING WOOD SIDING TO REMAIN, REPAINTED NEW WINDOWS NEW SCREENED PORCH NEW GLAZING EXISTING WINDOW TO REMAIN EXISTING DOOR TO REMAIN EXISTING WINDOWS TO REMAIN EXISTING COLUMNS TO REMAIN V .I.F. 1 0" / 1'-0" EXISTING WOOD SIDING TO REMAIN, REPAINTED 1 0 V.I.F. " / 1'- 0 " 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 NEW MASONRY LANDSCAPE WALL NEW MASONRY LANDSCAPE WALL NEW GATE " 0 - ' 4 EXISTING BRICK TO REMAIN EXISTING STAIR TO REMAIN EXISTING RAILING TO REMAIN, REHAB AND RESTORE AS NEEDED EXISTING WINDOWS TO REMAIN EXISTING BRICK TO REMAIN EXISTING METAL ROOF TO REMAIN " 0 - ' 1 / " 0 1 . F . I . V V .I.F. 1 0" / 1'-0" 1 0 V.I.F. " / 1'- 0 " 1 0 3/4" / 1'-0" " 0 - ' 1 / " 0 1 . F . I . V EXISTING PRESSED METAL ROOF TO REMAIN, REHAB AND REPAIR AS NEEDED NEW GLAZING NEW METAL ROOF 1 1 ' - 0 " / 2 3 / 8 " NEW METAL ROOF " 0 - ' 1 / / " 4 3 1 - ' 2 " 0 - ' 1 / " 2 / 1 8 - ' 0 1 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 NEW WINDOW EXISTING WOOD SIDING TO REMAIN, REPAINTED AC EXISTING WOOD SIDING TO REMAIN, REPAINTED UNIT A -LEVEL 2 540' - 5 1/2" UNIT A - TOP 1 539' - 5 1/2" " 0 - ' 0 3 NEW SIDING NEW DOOR ELEVATION NOTES 1. GRADE LINES SHOWN ON ELEVATIONS ARE REPRESENTATIONAL ONLY. BUILDER TO VERIFY FINISH GRADE IN FIELD. COMPATABILITY MAX HEIGHT 553' - 11 1/2" Drawn by Checked by TJR UNIT C - TOP 1 539' - 9 1/2" EXISTING RAILING TO REMAIN, REHAB AND RESTORE AS NEEDED UNIT A ENTRY LEVEL 529' - 9 1/2" UNIT B - TOP 1 528' - 6" EXISTING CANOPY TO REMAIN AVG ADJ. GRADE 523' - 11 1/2" UNIT B - LEVEL 1 520' - 6" COMPATABILITY MAX HEIGHT 553' - 11 1/2" TOP 2B 549' - 5 1/2" UNIT A - TOP 2 548' - 5 1/2" UNIT A ENTRY LEVEL 529' - 9 1/2" AVG ADJ. GRADE 523' - 11 1/2" 3 0 7 8 7 s a x e T , n i t s u A , t e e r t S o c n a B 0 0 9 l O C N A L B & H T 9 Date: Issue: Revision: 08.09.22 HISTORIC REVIEW SET 1 REV 1 - 10.20.22 H3.1 EXTERIOR ELEVATIONS 18 OF 27 1 SOUTH ELEVATION - A/B/C 1/4" = 1'-0" EXISTING ROOF PITCH TO REMAIN V .I. F . " / 1 '- 0 6 " V.I.F. 6" / 1'-0" EXISTING WINDOWS TO REMAIN AC 2 NORTH ELEVATION A/B/C 1/4" = 1'-0" 1 COMPATABILITY MAX HEIGHT 553' - 11 1/2" TOP 2B 549' - 5 1/2" UNIT A - TOP 2 548' - 5 1/2" UNIT A ENTRY LEVEL 529' - 9 1/2" AVG ADJ. GRADE 523' - 11 1/2" COMPATABILITY MAX HEIGHT 553' - 11 1/2" 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' - 11 1/2" 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 COMPATABILITY MAX HEIGHT 553' - 11 1/2" TOP 2B 549' - 5 1/2" " 0 - ' 1 / " 6 EXISTING ROOF PITCH TO REMAIN V .I. F . " / 1 '- 0 6 " V.I.F. 6" / 1'-0" " 0 - ' 1 / " 6 EXISTING PRESSED METAL ROOF TO REMAIN, REHAB AND REPAIR AS NEEDED " 0 - ' 1 / " 0 1 . F . I . V Drawn by Checked by TJR UNIT A -LEVEL 2 540' - 5 1/2" " 0 - ' 0 3 EXISTING WOOD SIDING TO REMAIN, REPAINTED EXISTING DOORS TO REMAIN EXISTING DOORS TO REMAIN EXISTING DOORS TO REMAIN EXISTING WINDOW TO REMAIN EXISTING WOOD SIDING TO REMAIN, REPAINTED COMPATABILITY MAX HEIGHT 553' - 11 1/2" TOP 2B 549' - 5 1/2" UNIT C - TOP 1 539' - 9 1/2" UNIT C - LEVEL 1 UNIT A ENTRY LEVEL 529' - 9 1/2" 529' - 9 1/2" AVG ADJ. GRADE 523' - 11 1/2" 2 WEST ELEVATION - A/B/C Copy 1 1/4" = 1'-0" 3 0 7 8 7 s a x e T , n i t s u A , t e e r t S o c n a B 0 0 9 l O C N A L B & H T 9 1 " 0 - ' 1 / " 6 . F . I . V NEW LOW SLOPE ROOF BEYOND PARAPET BEYOND NEW GLAZING BEYOND 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. . F . I . V " 0 - ' 1 / " 0 1 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 COMPATABILITY MAX HEIGHT 553' - 11 1/2" TOP 2B 549' - 5 1/2" UNIT A - TOP 2 548' - 5 1/2" UNIT A -LEVEL 2 540' - 5 1/2" 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' - 11 1/2" UNIT B - LEVEL 1 520' - 6" H3.2 EXTERIOR ELEVATIONS 1 EAST ELEVATION - A/B/C 1/4" = 1'-0" 19 OF 27 EXISTING RAILING TO REMAIN, REHAB AND RESTORE AS NEEDED EXISTING WINDOW TO REMAIN EXISTING WOOD SIDING TO REMAIN, REPAINTED Date: Issue: Revision: 08.09.22 HISTORIC REVIEW SET 1 REV 1 - 10.20.22 UNIT A ENTRY LEVEL 529' - 9 1/2" AVG ADJ. GRADE 523' - 11 1/2" COMPATABILITY MAX HEIGHT 553' - 11 1/2" TOP 2B 549' - 5 1/2" UNIT A - TOP 2 548' - 5 1/2" UNIT C - TOP 1 539' - 9 1/2" " 0 - ' 0 3 " 0 - ' 0 1 " 2 / 1 3 - ' 1 " 0 - ' 8 UNIT C - LEVEL 1 529' - 9 1/2" UNIT B - TOP 1 528' - 6" AVG ADJ. GRADE 523' - 11 1/2" 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 , n i t s u A , t e e r t S o c n a B 0 0 9 l O C N A L B & H T 9 Date: Issue: Revision: 08.09.22 HISTORIC REVIEW SET REV 1 - 10.20.22 H4.1 UNIT A - SOUTH ELEVATION EXISTING PHOTOS OF 20 27 , 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 , n i t s u A , t e e r t S o c n a B 0 0 9 l O C N A L B & H T 9 Date: Issue: Revision: 08.09.22 HISTORIC REVIEW SET REV 1 - 10.20.22 H4.2 UNIT A - WEST ELEVATION EXISTING PHOTOS OF 21 27 , 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 , n i t s u A , t e e r t S o c n a B 0 0 9 l O C N A L B & H T 9 Date: Issue: Revision: 08.09.22 HISTORIC REVIEW SET REV 1 - 10.20.22 H4.3 UNIT A - NORTH ELEVATION EXISTING PHOTOS OF 22 27 , 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 , n i t s u A , t e e r t S o c n a B 0 0 9 l O C N A L B & H T 9 Date: Issue: Revision: 08.09.22 HISTORIC REVIEW SET REV 1 - 10.20.22 H4.4 UNIT A - EAST ELEVATION EXISTING PHOTOS OF 23 27 , 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 , n i t s u A , t e e r t S o c n a B 0 0 9 l O C N A L B & H T 9 Date: Issue: Revision: 08.09.22 HISTORIC REVIEW SET REV 1 - 10.20.22 H4.5 UNIT C - SOUTH ELEVATION EXISTING PHOTOS OF 24 27 , 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 , n i t s u A , t e e r t S o c n a B 0 0 9 l O C N A L B & H T 9 Date: Issue: Revision: 08.09.22 HISTORIC REVIEW SET REV 1 - 10.20.22 H4.6 UNIT C - WEST ELEVATION EXISTING PHOTOS OF 25 27 , 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 , n i t s u A , t e e r t S o c n a B 0 0 9 l O C N A L B & H T 9 Date: Issue: Revision: 08.09.22 HISTORIC REVIEW SET REV 1 - 10.20.22 H4.7 UNIT C - NORTH ELEVATION EXISTING PHOTOS OF 26 27 , 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 , n i t s u A , t e e r t S o c n a B 0 0 9 l O C N A L B & H T 9 Date: Issue: Revision: 08.09.22 HISTORIC REVIEW SET REV 1 - 10.20.22 H4.8 UNIT C - EAST ELEVATION EXISTING PHOTOS OF 27 27 , 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