09.2 - 1807 W 30th St - Drawings — original pdf

Backup

TAG NO. 1112 1113 1114 1115 1116 1117 SPECIES PECAN CEDAR ELM CEDAR ELM CEDAR ELM CEDAR ELM CEDAR ELM DIA. 16" 19.5" 21.5" 14.5" 20.5" 14" TREE TABLE STATUS Existing Existing Existing To Be Demolished Existing Existing PROTECTION NOTES Protected Protected Protected TREE CALCULATIONS #1113: FULL CRZ AREA = 1,194.59 SF TOTAL DISTURBED AREA WITHIN CRZ = 322.47 SF PERCENTAGE OF DISTURBED CRZ = 26.99% #1114: FULL CRZ AREA = 1,452.20 SF TOTAL DISTURBED AREA WITHIN CRZ = 59.24 SF PERCENTAGE OF DISTURBED CRZ = 4.08% #1116: FULL CRZ AREA = 1,320.25 SF TOTAL DISTURBED AREA WITHIN CRZ = 352.52 SF PERCENTAGE OF DISTURBED CRZ = 26.7% TREE NOTES IF HEAVY EQUIPMENT WILL BE ROLLING OVER ANY AERA OF THE FULL CRZ OF PROTECTED TREES, PROVIDE 3/4" PLYWOOD OVER 2X4 LUMBER OVER 12" LAYER OF MULCH TO BRIDGE OVER ROOT AND PREVENT SOIL/ ROOT COMPACTION. AFTER CONSTRUCTION IS COMPLETED, SPREAD MULCH AROUND SITE TO LEACE A MAX. LAYER OF 3" WITHIN ROOT ZONES. NO FOUNDATION FORMWORK OR BATTER BOARDS STAKES ALLOWED WITHIN THE 1/2 CRITICAL ROOT ZONE (CRZ) OF PROTECTED TREES. NO FORMWORK PERMITTED IN THE 1/4 CRZ. TRENCHING NOTES ANY TRENCHING FOR UNDERGROUND UTILITIES WITHIN THE 1/2 CRZ OF PROTECTED TREES MUST BE AIR SPADED. AVOID 1/2 CRZ IF POSSIBLE. EXISTING END OF CURB LOT AREA SUMMARY SITE LEGEND LOT SIZE Maximum FAR (55% 2 Unit) Maximum Impervious Cover (45%) 11,360.00 Sq Ft 6,248.00 Sq Ft 5,112.00 Sq Ft PROPOSED Proposed FAR (TOTAL) - Proposed FAR Unit 1 - Proposed FAR Unit 2 Proposed Impervious Cover 6,227.93 Sq Ff 4,529.50 Sq Ff 1,698.43 Sq Ft 5,039.78 Sq Ft PROPERTY LINE WATER LINE WASTE WATER LINE GAS LINE OVERHEAD ELECTRIC UNDERGROUND ELECTRIC TREE PROTECTION FENCE CO WM GM EM TO BE DEMOLISHED CLEANOUT WATER METER GAS METER ELECTRIC METER 1117 EXISTING GATE 7 8 5 8 8 5 R 5'-1 1/2" 1/4 CRZ 1116 128.44' N 54° 12' 40" E EXISTING FENCE TREE PROTECTION FENCE R 10'-3" 1/2 C R Z R 2 0 ' - 6 " F U L L C R Z 12'-0" SIDE/STREET SETBACK OAKMONT BLVD (50'-0" ROW) EXISTING END OF CURB EXISTING EDGE OF PAVEMENT INLET EXISTING WASTEWATER TAP 9 8 5 0 9 5 1 9 5 2 9 5 1112 PROPOSED GRADING K C E D D O O W CARPORT EXISTING GAS METERS GM GM INLET CONCRETE DRIVEWAY 3 9 5 CLOSEST OVERHEAD UTILITY LINE PER SURVEY 7'-6" ELECTRIC SETBACK PER COA, REFER TO ELEVATIONS FOR 15'-0" RADIAL SETBACK COMPLIANCE 8 2 . 9 8 ' N 3 1 ° 0 ' 1 8 " W . . . E U P " 0 - ' 3 K C A B T E S R A E R " 0 - ' 0 1 EXISTING FENCE P R E V I O U S L Y A P P R O V E D D E M O L I T I O N P E R M I T C A S E : 2 0 2 4 - 1 1 0 8 0 3 B P WOOD DECK EXISTING ONE-STORY BRICK & FRAME DUPLEX F.F.E. 593.54' H C R O P D E R E V O C COVERED AREA 1115 CO 25'-0" FRONT SETBACK LOT 13, BLOCK 1 11,360 SF STRUCTURAL ENGINEERING SEC Solutions 407 Forest St, Austin, TX 78642 Marcos DeQueiroga INTERIOR DESIGN Lindsey Hanna lindsey@lindseyhannadesign.com (512) 828-3287 WM EXISTING DOUBLE METER 4 9 5 PROJECT 9 3 3 5 . ' S 3 2 ° 5 ' 4 8 " E PROPOSED GRADING + RETAINING WALL T E E R T S H T 0 3 T S E W ) W O R " 0 - ' 0 5 ( WOOD SHED 7 SD-2 Site Plan - Existing SCALE: 1/8" = 1'-0" R Z R 4'-1 0 1/2" 1/4 C 1113 5 9 5 R 9'-9" 1/2 CRZ R 1 9 ' - 6 " F U L L C R Z TREE PROTECTION FENCE CARPORT WOOD SHED CONCRETE DRIVEWAY 5'-0" SIDE SETBACK 3'-0" P.U.E. 129.77' S 58° 50' 12" W PROPOSED GRADING + RETAINING WALL N Existing Site Plan R 21'-6" FULL CRZ 1114 R 1 0 ' - 9 " 1 / 2 C R Z R 5'-4 1/2" 1/4 CRZ DRAWING No. PROJECT No. SD-2 120 12/19/24 e r u t c e t i h c r A e g g e L y a r r u M y b j t c e o r P A h t 0 3 t s e W e c n e d s e R i t i n U - o w T w e N 12/19/24 1 3 7 8 7 X T , n i t s u A , B t i n U e n a L e i l i m E 1 0 7 1 3 0 7 8 7 X T n i t s u A t t S h 0 3 W 7 0 8 1 DATE TITLE TAG NO. 1112 1113 1114 1115 1116 1117 SPECIES PECAN CEDAR ELM CEDAR ELM CEDAR ELM CEDAR ELM CEDAR ELM DIA. 16" 19.5" 21.5" 14.5" 20.5" 14" TREE TABLE STATUS Existing Existing Existing To Be Demolished Existing Existing PROTECTION NOTES Protected Protected Protected LOT AREA SUMMARY SITE LEGEND LOT SIZE Maximum FAR (55% 2 Unit) Maximum Impervious Cover (45%) 11,360.00 Sq Ft 6,248.00 Sq Ft 5,112.00 Sq Ft PROPOSED Proposed FAR (TOTAL) - Proposed FAR Unit 1 - Proposed FAR Unit 2 Proposed Impervious Cover 6,227.93 Sq Ff 4,529.50 Sq Ff 1,698.43 Sq Ft 5,039.78 Sq Ft PROPERTY LINE WATER LINE WASTE WATER LINE GAS LINE OVERHEAD ELECTRIC UNDERGROUND ELECTRIC TREE PROTECTION FENCE CO WM GM EM TO BE DEMOLISHED CLEANOUT WATER METER GAS METER ELECTRIC METER TREE CALCULATIONS #1113: FULL CRZ AREA = 1,194.59 SF TOTAL DISTURBED AREA WITHIN CRZ = 322.47 SF PERCENTAGE OF DISTURBED CRZ = 26.99% #1114: FULL CRZ AREA = 1,452.20 SF TOTAL DISTURBED AREA WITHIN CRZ = 59.24 SF PERCENTAGE OF DISTURBED CRZ = 4.08% #1116: FULL CRZ AREA = 1,320.25 SF TOTAL DISTURBED AREA WITHIN CRZ = 352.52 SF PERCENTAGE OF DISTURBED CRZ = 26.7% TREE NOTES IF HEAVY EQUIPMENT WILL BE ROLLING OVER ANY AERA OF THE FULL CRZ OF PROTECTED TREES, PROVIDE 3/4" PLYWOOD OVER 2X4 LUMBER OVER 12" LAYER OF MULCH TO BRIDGE OVER ROOT AND PREVENT SOIL/ ROOT COMPACTION. AFTER CONSTRUCTION IS COMPLETED, SPREAD MULCH AROUND SITE TO LEACE A MAX. LAYER OF 3" WITHIN ROOT ZONES. NO FOUNDATION FORMWORK OR BATTER BOARDS STAKES ALLOWED WITHIN THE 1/2 CRITICAL ROOT ZONE (CRZ) OF PROTECTED TREES. NO FORMWORK PERMITTED IN THE 1/4 CRZ. TRENCHING NOTES ANY TRENCHING FOR UNDERGROUND UTILITIES WITHIN THE 1/2 CRZ OF PROTECTED TREES MUST BE AIR SPADED. AVOID 1/2 CRZ IF POSSIBLE. EXISTING END OF CURB NEW CURB OAKMONT BLVD (50'-0" ROW) NEW CURB EXISTING EDGE OF PAVEMENT EXISTING END OF CURB INLET EXISTING WASTEWATER TAP 9 8 5 0 9 5 1 9 5 2 9 5 1112 1117 12'-0" 8 8 5 NEW FENCE & GATE CONCRETE AND PAINT WASHOUT 128.44' N 54° 12' 40" E 7 8 5 GRAVEL 3'-6" 2'-0" 3'-6" TREE PROTECTION FENCE R 10'-3" 1/2 C R Z R 2 0 ' - 6 " F U L L C R Z 12'-0" SIDE/STREET SETBACK NEW FENCE SPOILS LOCATION CLOSEST OVERHEAD UTILITY LINE PER SURVEY 7'-6" ELECTRIC SETBACK PER COA, REFER TO ELEVATIONS FOR 15'-0" RADIAL SETBACK COMPLIANCE R 5'-1 1/2" 1/4 CRZ 1116 8" MULCH WITHIN FULL CRZ COVERED PORCH A: 151.75 sq ft DISTURBED CRZ A: 352.52 sq ft 1116 CRZ A: 1,320.25 sq ft DRIVEWAY A: 548.29 sq ft 21'-0" 588'-0" LOW PT @ GRADE GRINDER PUMP MAY BE REQUIRED, CONTRACTOR TO VERIFY WW ELEVATIONS 8 2 . 9 8 ' N 3 1 ° 0 ' 1 8 " W . . . E U P " 0 - ' 3 K C A B T E S R A E R " 0 - ' 0 1 MATERIALS STAGING COVERED PATIO A: 84.64 sq ft DECOMPOSED GRANITE VISITABLE ROUTE; MAX SLOPE = 5% VISITABLE ROUTE 590'-0 1/4" LOW PT @ GRADE E T U O R E L B A T S V I I P U 2 STORY RESIDENCE AND GARAGE 1,698.43 SF 2907 OAKMONT BLVD (BLD 2) COVERED DECK A: 68.41 sq ft DISCONNECT 2 STORY RESIDENCE 4,529.12 SF 1807 W 30TH ST (BLD 1) NEW OVERHEAD LINE TO RACK ON BACK UNIT ELECTRIC PANEL 590'-0" HIGHT PT @ GRADE GM AC AC NEW UNDERGROUND ELECTRIC GM 5'-0" SIDE SETBACK 3'-0" P.U.E. PAVERS 24 sq ft AC AC AC 129.77' S 58° 50' 12" W DASHED LINE OF EXISTING GRADE PER SURVEY 591'-0" HIGH PT @ GRADE DISTURBED CRZ A: 59.24 sq ft NEW FENCE & GATE WM EXISTING DOUBLE METER STRUCTURAL ENGINEERING SEC Solutions 407 Forest St, Austin, TX 78642 Marcos DeQueiroga INTERIOR DESIGN Lindsey Hanna lindsey@lindseyhannadesign.com (512) 828-3287 4 9 5 PROJECT DASHED LINE OF EXISTING GRADE PER SURVEY DUMPSTER LOCATION NEW WATER LINES 25'-0" FRONT SETBACK LOT 13, BLOCK 1 11,360 SF 3 9 5 PORTABLE TOILET 9 3 3 5 . ' S 3 2 ° 5 ' 4 8 " E LANDSCAPE WALLS + STEPS A: 60.5 sq ft PAVERS 72 sq ft 8" MULCH WITHIN FULL CRZ DOWN GRAVEL LOW LANDSCAPE RETAINING WALL COVERED PORCH A: 166.57 sq ft 1113 CRZ A: 1,194.59 sq ft R 1 9 ' - 6 " F U L L C R Z DISTURBED CRZ A: 322.47 sq ft R Z R 4'-1 0 1/2" 1/4 C 1113 R 9'-9" 1/2 CRZ INLET T E E R T S H T 0 3 T S E W ) W O R " 0 - ' 0 5 ( TREE PROTECTION FENCE 1114 CRZ A: 1,452.2 sq ft N R 21'-6" FULL CRZ 1114 R 1 0 ' - 9 " 1 / 2 C R Z R 5'-4 1/2" 1/4 CRZ CLOSEST UTLITY LINE HEIGHT AND LOCATION PER SURVEY 7'-6" " 0 5 '- P R I M A R Y R 1 R 15'-0" NEUTRAL E L O P T F 5 4 8 SD-3 AE Clearance SCALE: 1/8" = 1'-0" 7 SD-3 Site Plan - Proposed SCALE: 1/8" = 1'-0" 12/19/24 e r u t c e t i h c r A e g g e L y a r r u M y b j t c e o r P A 1 3 7 8 7 X T , n i t s u A , B t i n U e n a L e i l i m E 1 0 7 1 3 0 7 8 7 X T n i t s u A t t S h 0 3 W 7 0 8 1 DATE TITLE h t 0 3 t s e W e c n e d s e R i t i n U - o w T w e N 12/19/24 Proposed Site Plan DRAWING No. PROJECT No. SD-3 120 D A 30'-0" 33'-9" C B 6'-3" HORIZONTAL HARDIE SIDING 2.02 2.01 FLUSH SEAM METAL PANEL HORIZONTAL HARDIE SIDING 2.19 ASPHALT SHINGLE ROOFING SPARK ARRESTOR BRICK " 4 / 1 3 - ' 3 1.04 X100a 1.03 1.01 1.02 BRICK HORIZONTAL HARDIE SIDING 33'-9" 30'-0" B C 6'-3" D SPARK ARRESTOR ASPHALT SHINGLE ROOFING HORIZONTAL HARDIE SIDING 2.17 2.10 2.09 1.13 1.08 HORIZONTAL HARDIE SIDING 1.11 X100b METAL - MATCH TO WINDOW UNITS 590'-0 1/4" LOW PT @ GRADE X110a 1.07 METAL PLANTER HORIZONTAL HARDIE SIDING LANDSCAPE RETAINING WALL 1 SD-7 North Elevation SCALE: 1/4" = 1'-0" A METAL CLADDING AROUND BAY WINDOW 591'-0" HIGH PT @ GRADE SWITCH TO METAL CLADDING ABOVE PATIO ROOF CORNER TO BE BRICK SCREENED PORCH 2 SD-7 South Elevation SCALE: 1/4" = 1'-0" 12/19/24 e r u t c e t i h c r A e g g e L y a r r u M y b j t c e o r P A 1 3 7 8 7 X T , n i t s u A , B t i n U e n a L e i l i m E 1 0 7 1 STRUCTURAL ENGINEERING SEC Solutions 407 Forest St, Austin, TX 78642 Marcos DeQueiroga INTERIOR DESIGN Lindsey Hanna lindsey@lindseyhannadesign.com (512) 828-3287 PROJECT 3 0 7 8 7 X T n i t s u A t t S h 0 3 W 7 0 8 1 DATE TITLE DRAWING No. PROJECT No. h t 0 3 t s e W e c n e d s e R i t i n U - o w T w e N 12/19/24 Elevations SD-7 120 " 4 / 3 0 1 - ' 4 3 E D A R G G V A @ T H X A M " 4 / 3 0 1 - ' 4 3 E D A R G G V A @ T H . X A M 590'-6 1/8" AVG. GRADE 590'-6 1/8" AVG. GRADE 1.1 1.2 2.1 1 2 3 5'-10" 18'-2" 7'-2" 32'-9" 7'-3" 16'-3" 4 5 1'-3" 7'-6" CLEARANCE PER AE R 15'-0" PRIMARY 3.02 ASPHALT SHINGLE ROOFING 12/19/24 E L O P T F 5 4 N R E 1 U 5 T ' - 0 R " A L HORIZONTAL HARDIE SIDING 2.23 2.05 2.07 2.08 2.06 2.04 2.03 HORIZONTAL HARDIE SIDING 1.06 1.05 1.18 X111a 589'-0" AVG.GRADE 1 SD-8 East Elevation SCALE: 1/4" = 1'-0" 590'-0" HIGHT PT @ GRADE 5 4 1'-3" 16'-3" 7'-3" 32'-9" 7'-2" 18'-2" 5'-10" 3 2 1 2.1 1.2 1.1 3.01 ASPHALT SHINGLE ROOFING HORIZONTAL HARDIE SIDING SPARK ARRESTOR 2.18 " 0 5 '- P R I M A R Y R 1 7'-6" CLEARANCE PER AE HORIZONTAL HARDIE SIDING 2.14 2.13 2.11 2.12 BALCONY SCUPPER HORIZONTAL HARDIE SIDING METAL CLADDING FOR BAY WINDOW HORIZONTAL HARDIE SIDING 2.27 BRICK 1.15 1.16 1.09 METAL LOUVER SCREEN X118b " 1 - ' 5 2 E D A R G G V A @ T H G E H X A M I " 4 / 3 0 1 - ' 4 3 E D A R G G V A @ T H G E H X A M I CONCRETE RETAINING WALLS AND STEPS 590'-6 1/8" AVG. GRADE 2 SD-8 West Elevation SCALE: 1/4" = 1'-0" " 4 / 3 0 1 - ' 4 3 E D A R G G V A @ T H X A M 590'-6 1/8" AVG. GRADE R 15'-0" AL R T U E N " 1 - ' 5 2 E D A R G G V A @ T H G E H X A M I 589'-0" AVG. GRADE 588'-0" LOW PT @ GRADE e r u t c e t i h c r A e g g e L y a r r u M y b j t c e o r P A 1 3 7 8 7 X T , n i t s u A , B t i n U e n a L e i l i m E 1 0 7 1 STRUCTURAL ENGINEERING SEC Solutions 407 Forest St, Austin, TX 78642 Marcos DeQueiroga INTERIOR DESIGN Lindsey Hanna lindsey@lindseyhannadesign.com (512) 828-3287 PROJECT 3 0 7 8 7 X T n i t s u A t t S h 0 3 W 7 0 8 1 DATE TITLE DRAWING No. PROJECT No. h t 0 3 t s e W e c n e d s e R i t i n U - o w T w e N 12/19/24 Elevations SD-8 120 C.1 B.2 B.1 A.3 A.2 A.1 9'-5" 14'-3" 5'-7" 5'-0" 5'-6" ASPHALT SHINGLE ROOFING 2.22 2.21 2.20 TPO HORIZONTAL HARDIE CEMENT BOARD SIDING 1.17 X119a X118a " 1 - ' 5 2 E D A R G G V A @ T H G E H X A M I 590'-0" HIGHT PT @ GRADE 589'-0" AVG. GRADE 1 SD-9 North Elevation SCALE: 1/4" = 1'-0" A.1 A.2 A.3 B.1 B.2 C.1 5'-6" 5'-0" 5'-7" 14'-3" 9'-5" 2.26 2.25 2.24 1.20 1.19 HORIZONTAL HARDIE SIDING ASPHALT SHINGLE ROOFING " 1 - ' 5 2 E D A R G G V A @ T H G E H X A M I 12/19/24 e r u t c e t i h c r A e g g e L y a r r u M y b j t c e o r P A h t 0 3 t s e W e c n e d s e R i t i n U - o w T w e N 12/19/24 Elevations SD-9 120 STRUCTURAL ENGINEERING SEC Solutions 407 Forest St, Austin, TX 78642 Marcos DeQueiroga INTERIOR DESIGN Lindsey Hanna lindsey@lindseyhannadesign.com (512) 828-3287 PROJECT 1 3 7 8 7 X T , n i t s u A , B t i n U e n a L e i l i m E 1 0 7 1 3 0 7 8 7 X T n i t s u A t t S h 0 3 W 7 0 8 1 DATE TITLE 2 SD-9 South Elevation SCALE: 1/4" = 1'-0" 588'-0" LOW PT @ GRADE 589'-0" AVG. GRADE DRAWING No. PROJECT No. 1 2 3 32'-9" 7'-3" 16'-3" 4 5 1'-3" NOTE: CONTRACTOR AND OWNER ARE RESPONSIBLE FOR CONTACTING THE FIRE MARSHAL TO DETERMINE FIRE SPRINKLER REQUIREMENTS AND DESIGN. 12'-0" SIDE/STREET SETBACK 1.15 1.16 A 12/19/24 2 SD-8 56'-3" 12'-0" SILDER TO POCKET INTO WALL - TBD 1116 A 2 SD-7 E T U O R E L B A T S V I I A.1 A.2 B A.3 C 1.1 1.2 2.1 2 A-202 24'-0" X118b " 0 - ' 7 " 0 - ' 8 1 23'-1" I N A R D O T E P O L S 118 GARAGE A: 512.62 sq ft 9'-0" CLG L1 UNCONDITIONED A: 643.35 sq ft SINK-4 F-3 b 5 1 1 2 SD-9 K C A B T E S R A E R " 0 - ' 0 1 A.1 A.2 A.3 B.1 B.2 C.1 " 9 - ' 9 3 0 2 . 1 9 1 . 1 " 7 - ' 2 2 " 4 - ' 9 " 0 - ' 6 1 SD-4 First Floor SCALE: 1/4" = 1'-0" WOOD BURNING FIREPLACE 1 0 . 1 25'-0" FRONT SETBACK " 7 - ' 3 1 001 SCREENED PORCH 9'-0" SOFFIT a 1 0 1 X 9'-0" 8'-8" SLOPE TO DRAIN X001b 1.14 7'-0" MTL CLADDING @ CORNERS TO MATCH WINDOWS, REFER TO ELEVATION 102 DINING A: 90.27 sq ft 9'-0" CLG 3 1 . 1 " 7 - ' 3 1 " 0 - ' 3 1 101 LIVING A: 305.29 sq ft VAULTED CLG 22'-7" SINK-1 DW-1 1 - F E R 1 - R Z F 2 - F E R 3 0 . 1 DASHED LINE OF LIGHT MONITOR ABOVE 103 KITCHEN A: 311.3 sq ft " 1 1 - ' 9 1 - W M 2 0 . 1 6'-9 1/2" 9'-0" CLG b 4 0 1 CT-1 HD-1 OVEN-1 104 PANTRY A: 104.6 sq ft 9'-0" CLG 17'-5" SINK-2 " 5 - ' 6 NO STEP ENTRY THRESHOLD 105 DINING A: 193.08 sq ft 9'-0" CLG E H C N I " 6 - ' 4 E T U O R E L B A T S V I I E T U O R E L B A T S V I I MTL CLADDING @ CORNERS TO MATCH WINDOWS, REFER TO ELEVATION VISITABILITY NOTES 1. LIGHT SWITCHES & ENVIRONMENTAL CONTROLS NO MORE THAN 48" ABOVE INTERIOR FINISH FLOOR 2. OUTLETS & RECEPTACLES MINIMUM 15" ABOVE INTERIOR FINISH FLOOR EXCEPT FOR FLOOR OUTLETS VISITABLE BATHROOM - NO-STEP THRESHOLD - 2X6 BLOCKING CENTERLINE @ 34" ABOVE FINISH FLOOR - 30" X 30" CLEAR SPACE DECOMPOSED GRANITE WALKWAY FOR VISITABLE ROUTE, MAX 5% SLOPE 9'-3 5/8" 3'-0" W/D 110 MUDROOM A: 127.63 sq ft 10'-0" CLG a 0 1 1 VISITABLE ROUTE 1.09 b 9 0 1 " 0 - ' 0 1 1.12 SLOPE TO DRAIN (MAX 5% SLOPE FOR VISITABLE ROUTE) 1 1 . 1 9'-0" SOFFIT 1.10 WC-1 LAV-1 107 POWDER A: 41.81 sq ft 9'-0" CLG 107a 8'-2 3/4" b 0 0 1 X " 3 - ' 5 " 0 - ' 4 " 2 / 1 3 - ' 4 1 SD-7 5'-0" " 0 - ' 0 7 " 3 - ' 6 B C " 9 - ' 3 3 " 0 - ' 0 3 17 16 15 14 13 FIRE SEPARATION BETWEEN GARAGE AND DWELLING, PER IRC 2021 R302.5-6 590'-6" T.O.SLAB 2 1 1 1 0 1 9 8 7 6 5 4 3 2 1 17R(0'-7 1/2") 16R(0'-10") SD/CM P U " 2 - ' 3 117a 8'-11" 117 STORAGE A: 73.01 sq ft 9'-0" CLG 3'-3" 3'-11" B.1 P U E T U O R E L B A T S V I I NO STEP ENTRY THRESHOLD 3'-3" ELEVATED PLANTER COVERED WOOD DECK BETWEEN UNITS B.2 a 8 1 1 X a 9 1 1 X 119 ENTRY 4'-3" 115a SD/CM 7 1 . 1 " 2 / 1 3 - ' 4 1 a 0 1 1 X " 6 - ' 4 1 8 0 . 1 7 0 . 1 1.18 C.1 D L1 CONDITIONED A: 324.64 sq ft 115 GUEST BEDROOM A: 155.64 sq ft 9'-0" CLG " 1 - ' 0 1 VISITABLE ROUTE 13'-8 1/2" AC AC 1.1 1.2 2.1 1 24'-0" 7'-2" VISITABLE BATHROOM - NO-STEP THRESHOLD - 2X6 BLOCKING CENTERLINE @ 34" ABOVE FINISH FLOOR - 30" X 30" CLEAR SPACE CURBLESS SHOWER a 6 1 1 116 GUEST BATH A: 52.94 sq ft 9'-0" CLG SHWR-3 WC-6 9'-0 3/8" LAV-7 LIQUOR CAB+SHELVING " 2 / 1 0 1 - ' 6 1 SLOPE TO DRAIN 9'-0" SOFFIT 100a 1'-9" 7'-0" 5'-6" " 9 - ' 5 a 0 0 1 X SD/CM 109 OFFICE A: 107.87 sq ft 10'-0" CLG 10'-10 3/4" 109a 100b 592'-0" T.O.SLAB " 0 - ' 4 ELECTRIC PANEL SD/CM 9'-0" CLG 100 CORRIDOR L1 CONDITIONED A: 2,850.63 sq ft 4'-0" 108 HVAC a 8 0 1 114a 16'-8 1/2" 111 PRIMARY BEDROOM A: 208.93 sq ft 10'-0" CLG 13'-2" X111a 113 WC 9'-0" CLG 113a 2 - C W " 0 - ' 3 a 2 1 1 112 PRIMARY BATH A: 90.86 sq ft 9'-0" CLG 114 CLOSET A: 128.06 sq ft 9'-0" CLG b 4 1 1 111a SD/CM 9'-0" CLG BUILT IN SHELVES BENCH " 4 / 3 4 - ' 4 1 2 - V A L " 2 / 1 2 - ' 1 1 b 2 1 1 3'-3" CURBLESS SHOWER 6'-0" SHWR-1 LAV-3 9'-0" c 4 1 1 STORAGE 6'-9 1/2" UP ) " 8 / 3 7 - ' 0 ( R 9 1 ) " 1 1 - ' 0 ( R 8 1 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 " 6 - ' 1 AC R 7'-6" R 8'-3 1/2" 4'-6" 9'-0" CLG 4'-6" SD/CM 106 FORMAL LIVING A: 218.01 sq ft 10'-0" CLG 16'-7" 5'-0" SIDE SETBACK 1.06 1.05 3'-0" P.U.E. 32'-9" 57'-6" AC AC 7'-3" 17'-6" 2 3 FENCE + GATE 4 5 1 SD-8 129.77' S 58° 50' 12" W " 4 - ' 3 1 4 0 . 1 LOW SITE RETAINING WALLS D N 1 3 7 8 7 X T , n i t s u A , B t i n U e n a L e i l i m E 1 0 7 1 3 0 7 8 7 X T n i t s u A t t S h 0 3 W 7 0 8 1 DATE TITLE e r u t c e t i h c r A e g g e L y a r r u M y b j t c e o r P A STRUCTURAL ENGINEERING SEC Solutions 407 Forest St, Austin, TX 78642 Marcos DeQueiroga INTERIOR DESIGN Lindsey Hanna lindsey@lindseyhannadesign.com (512) 828-3287 PROJECT h t 0 3 t s e W e c n e d s e R i t i n U - o w T w e N 12/19/24 First Floor Plan DRAWING No. PROJECT No. SD-4 120 1 2 3 4 5 32'-9" 23'-6" 2 SD-8 A 2 SD-7 2.18 8'-1" 7 1 . 2 KITCHEN BELOW " 7 - ' 3 9 1 . 2 2.16 " 2 / 1 9 - ' 5 HVAC 2 (LIVING + KITCHEN) ABOVE PANTRY 1 SD-7 2 SD-9 " 6 - ' 5 " 0 - ' 5 " 7 - ' 5 " 3 - ' 4 1 " 5 - ' 9 " 9 - ' 9 3 A.1 A.2 A.3 B.1 B.2 C.1 1.1 1.2 24'-0" 2.1 2 A-202 A.1 B 0 2 . 2 A.2 A.3 C " 2 / 1 3 - ' 9 1 " 1 1 - ' 4 " 0 - ' 2 " 4 - ' 2 1 SD/CM 4'-0" 212a 1 2 . 2 2 2 . 2 2.27 17'-3" DASHED LINE OF DORMER ABOVE 213 KITCHEN/LIVING A: 316.25 sq ft VAULTED CLG L2 CONDITIONED (OVER 6') A: 730.44 sq ft 6 2 . 2 5 2 . 2 4 2 . 2 2 - D H 2 - G R 2 - W M 5 - K N S I 2 - W D 4 - F " 2 / 1 9 - ' 7 " 3 - ' 4 d 3 1 2 a 3 1 2 SD/CM DOWN 213b 3'-2" 5'-4 1/4" 3'-7" / D W c 3 1 2 17R(0'-7 1/2") 16R(0'-10") " 2 - ' 3 TUB-3 SD/CM DASHED LINE OF DORMER ABOVE 211 BATHROOM A: 46.33 sq ft VAULTED CLG a 1 1 2 212 BEDROOM A: 139.01 sq ft VAULTED CLG WC-7 LAV-8 5'-3 7/8" 6'-1 1/2" 10'-10" b 2 1 2 2.23 18'-2" 1 SD-5 Second Floor SCALE: 1/4" = 1'-0" 2.13 2.14 2.15 9'-5 3/8" 16'-6 7/8" 6'-8 3/8" B.1 0 1 . 2 " 3 - ' 2 1 208 GYM A: 162.74 sq ft VAULTED CLG 210 OFFICE A: 114.08 sq ft VAULTED CLG SLOPE TPO TO SCUPPER - BELOW DECKING 2.11 13'-6" a 2 0 0 X " 8 - ' 6 b 2 0 0 X BALCONY SCUPPER 8'-6 1/2" 002 BALCONY A: 55.49 sq ft 9'-0" SOFFIT 2.12 LAV-6 8'-10 1/2" WC-5 209 BATHROOM A: 48.06 sq ft 9'-0" CLG 208b 208a 209a " 7 - ' 5 TUB-2 SD/CM 210a 200a SD/CM " 0 - ' 4 200 HALLWAY 9'-0" CLG SD/CM 207a SD/CM a 6 0 2 206 BATHROOM A: 49.28 sq ft 9'-0" CLG " 0 - ' 0 1 5 - V A L 4 - C W 205 STORAGE A: 71.59 sq ft 9'-0" CLG a 5 0 2 TUB-1 5'-1" 32'-9" DASHED LINE OF LIGHT MONITOR ABOVE L2 CONDITIONED A: 1,678.87 sq ft DOWN ) " 8 / 3 7 - ' 0 ( R 9 1 ) " 1 1 - ' 0 ( R 8 1 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 6'-9 1/2" 2.05 " 6 - ' 1 204a 204 LAUNDRY A: 82.36 sq ft 9'-0" CLG I S N K - 3 W D 6'-10" 2.06 57'-6" 9'-0" CLG 207b " 0 - ' 4 " 3 - ' 2 1 B.2 9 0 . 2 207 BEDROOM A: 187.17 sq ft VAULTED CLG 201 DEN A: 264.43 sq ft VAULTED CLG " 8 / 3 0 - ' 2 1 a 1 0 2 VAULTED CLG SD/CM SD/CM 203a SD/CM 202c 9'-0" CLG 202b 202 BATHROOM A: 59.95 sq ft VAULTED CLG " 4 / 1 7 - ' 3 L A V - 4 203b 202a 9'-0" CLG 203 BEDROOM A: 217.16 sq ft VAULTED CLG 1 0 . 2 2 0 . 2 " 3 - ' 8 S H W R - 2 " 4 / 1 1 - ' 6 W C - 3 " 3 - ' 0 1 L1 BAY WINDOW BELOW C.1 D 13'-6" 6'-0" 16'-7" 2.08 2.07 2.04 2.03 5'-10" 1.1 1.2 7'-2" 2.1 1 PRIMARY BEDROOM DOOR SOFFIT 1 SD-8 7'-3" 17'-6" 2 3 4 5 A B C D " 0 - ' 0 7 " 3 - ' 6 " 9 - ' 3 3 " 0 - ' 0 3 12/19/24 e r u t c e t i h c r A e g g e L y a r r u M y b j t c e o r P A 1 3 7 8 7 X T , n i t s u A , B t i n U e n a L e i l i m E 1 0 7 1 3 0 7 8 7 X T n i t s u A t t S h 0 3 W 7 0 8 1 DATE TITLE STRUCTURAL ENGINEERING SEC Solutions 407 Forest St, Austin, TX 78642 Marcos DeQueiroga INTERIOR DESIGN Lindsey Hanna lindsey@lindseyhannadesign.com (512) 828-3287 PROJECT h t 0 3 t s e W e c n e d s e R i t i n U - o w T w e N 12/19/24 Second Floor Plan DRAWING No. PROJECT No. SD-5 120 1 2 3 4 5 24'-9" 2'-0" 11'-9" 11'-9" 2'-9" GUTTER & D.S. GUTTER & D.S. 12/19/24 2 SD-8 GUTTER & D.S. TPO SLOPE: 1/4":12" : E P O L S " 2 1 : " 4 / 1 9'-0" SLOPE: 9":12" CLEAR AREA FOR SOLAR (A) A: 250.77 sq ft SLOPE: 9":12" PAINT GRIP PARAPET CAP TPO SLOPE: 1/4":12" D.S. & SCUPPER BOX 2 SD-6 Roof 2 SCALE: 1/4" = 1'-0" SLOPE: 9":12" SLOPE: 2":12" CLEAR AREA FOR SOLAR (C) A: 159.61 sq ft SLOPE: 9":12" SLOPE: 2":12" SLOPE: 6":12" " 6 - ' 5 " 0 - ' 5 " 7 - ' 5 " 3 - ' 4 1 " 5 - ' 9 " 9 - ' 9 3 A.1 A.2 A.3 B.1 B.2 C.1 " 6 A 2 SD-7 A.1 A.2 B A.3 C GUTTER & D.S. B.1 / " 2 1 0 1 - ' 0 1 : E P O L S " 2 1 : " 4 1 / TPO B.2 6'-2 3/8" GUTTER C.1 D 1.1 1.2 5'-10" 18'-2" 2.1 2 A-202 2 SD-9 GUTTER & D.S. " 6 L2 BAY WINDOW BELOW GUTTER & D.S. SLOPE: 1/4":12" D.S. & SCUPPER SLOPE: 9":12" PAINT GRIP PARAPET CAP TPO SLOPE: 1/4":12" SLOPE: 9":12" TPO 1 SD-7 GUTTER & D.S. GUTTER & D.S. SLOPE: 1/4":12" SLOPE: 1/4":12" CLEAR AREA FOR SOLAR (A) A: 305.2 sq ft : E P O L S " 2 1 : " 9 : E P O L S " 2 1 : " 9 3.01 13'-10" L2 HALLWAY BELOW 3.02 " 0 - ' 4 D.S. & SCUPPER : E P O L S " 2 1 : " 9 2 SD-6 : E P O L S " 2 1 : " 9 " 0 - ' 5 1 SLOPE: 1/4":12" TPO 8'-0" " 0 - ' 5 1 1.1 1.2 2.1 1 2 3 24'-0" 6" 7'-2" PRIMARY BEDROOM DOOR OVERHANG BELOW 57'-6" GUTTER & D.S., HARDPIPE INTO DRAINAGE TILE 1 SD-8 6" 4 5 1 SD-6 Roof SCALE: 1/4" = 1'-0" A B C D " 9 - ' 3 3 " 3 - ' 6 " 0 - ' 0 3 e r u t c e t i h c r A e g g e L y a r r u M y b j t c e o r P A 1 3 7 8 7 X T , n i t s u A , B t i n U e n a L e i l i m E 1 0 7 1 STRUCTURAL ENGINEERING SEC Solutions 407 Forest St, Austin, TX 78642 Marcos DeQueiroga INTERIOR DESIGN Lindsey Hanna lindsey@lindseyhannadesign.com (512) 828-3287 PROJECT 3 0 7 8 7 X T n i t s u A t t S h 0 3 W 7 0 8 1 DATE TITLE DRAWING No. PROJECT No. h t 0 3 t s e W e c n e d s e R i t i n U - o w T w e N 12/19/24 Roof Plan SD-6 120