Historic Landmark CommissionNov. 6, 2024

15.1 - 3000 Bryker Dr - Drawings — original pdf

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Edward G. Davis Micaelan Q. Davis Doc#2009161021 AC PADS 13 SF EXISTING O.H. POWER LINE TO STREET LIGHT RELOCATED GAS METER X FRONT PROPERTY CURVE Radius = 120.94' Arc = 89.52' Chord = 87.49' S 50°08'00" W 19" PECAN LOT 8 (N 12°0 3'0 0" W 1 0 0.7 0') N 1 2°3 4'3 6" W 1 0 0.3 4' 84 83 AC AC 5 '- 3 " 79 18" PECAN FULL CRZ G EXISTING STREET LIGHT lig h t p o le 77 EXISTING POWER POLE (N 27°56'00" E 30.0') N 27°56'00" E 30.0' 30.00' 10' SETBACK FULL CRZ EXISTING POWER POLE NEW OVERHEAD POWER LINE, METER & PANEL ) ' . 0 0 5 2 W " ' 0 0 4 0 ° 2 6 N ( ' 9 7 . 4 2 W ' " 7 2 3 3 ° 0 6 N E O 5' S E T B A C K 92 E O E O WEST WEST SCREENED SCREENED PORCH PORCH 196 SF FULL CRZ HALF CRZ 1/4 CRZ 90 E O NEW 2 STORY MASONRY CLAD NEW 2 STORY WOOD FRAME MASONRY CLAD WOOD FRAME HOUSE HOUSE 1663 SF +618.0' T.O. SLAB FULL CRZ NORTH SCREENED PORCH 236 SF S 6 2 ° 0 7 1 1 " ' E 1 2 3 . 1 8 ' ( S 6 2 ° 0 4 0 0 ' " E 1 2 3 2 6 . ' ) 5'-1 1/2" HALF CRZ 1/4 CRZ 20" PECAN 79 1" 1 5'- 2 HALF CRZ 25' SETBACK 1/4 CRZ LOT 9 BLOCK 3 0.1819 acre 7,914 sq. ft.+/- 30" LIVE OAK 26 T N I O J L O R T N O C X S 50°08'00" W 87.49' L = 89.52' R = 120.94' CONC. DRIVEWAY 741 SF CONTROL JOINT CONTROL JOINT PORCH 64 SF CONC. WALK 58 SF I T N O J L O R T N O C FULL CRZ HALF CRZ 1/4 CRZ T OIN L J O R T N O C 69 27" LIVE OAK 47 LOT 10 17" CHINESE TALLOW 49 K C A B T E S ' 5 106 107 D o S h e c r # a 1 E 0 c h l e r 1 0 1 6 7 4 7 NEW 36" GRILL W/ NATURAL GAS SUPPLY, NIC. 0 NEW FENCE & GATE, NIC. LOCATION OF FUTURE POOL EQUIPMENT PAD NEW FENCE & GATE, NIC. EXISTING CONC. WALL 33 SF CONC. WALKWAY 9 SF CONC. PARKING SPACE 144 SF FULL CRZ CONCRETE HALF CRZ 1/4 CRZ MATERIAL HANDLING & STORAGE AREA 70 19" MAGNOLIA WASTE WATER CLEAN OUT BY SEPARATE CONTRACT WASH OUT CONTROL JOINT S 28°39'08" W 26.21' (S 28°58'00" W 26.16') CONTROL JOINT PORTABLE TOILET NEW CONC. DRIVEWAY IN FOOTPRINT OF EXISTING (POURED NEAR END OF CONSTRUCTION) WATER METER BRYKER DRIVE NOTE: DRIVEWAY APRON IS SHARED WITH ADJACENT PROPERTY SITE PLAN 1 PLAN NORTH LEGEND BUILDING OUTLINE CONTOUR LINE SETBACK, BUILDING OR EASEMENT LINE WATER FEATURE CONC. DRIVEWAY PROPOSED AREA OF WORK PROPERTY LINE 1 2 CRITICAL ROOT ZONE | PROTECTED TREE OE OVERHEAD ELECTRICAL LINE GENERAL NOTES 1. SITE INFO BASED ON PROPERTY SURVEY COMPLETED BY WATERLOO SURVEYORS INC., 512.481.9602, ON 12/19/2019. 2. NO MATERIAL STAGING, DUMPSTER, SPOILS, PORTABLE TOILET, CONCRETE WASHOUT OR PAINT WASHOUT TO BE LOCATED WITHIN CRZ OF PROTECTED TREES ON SITE. COPYRIGHT ©2024 CG&S DESIGN-BUILD THIS DRAWING MAY NOT BE 'BID OUT', REPRODUCED OR VIEWED BY ANY OTHER CONSTRUCTION COMPANIES WITHOUT WRITTEN PERMISSION FROM CG&S DESIGN-BUILD. 402 CORRAL LANE AUSTIN, TEXAS 78745 OFFICE: 512-444-1580 FAX: 512-444-1790 THE COLEMAN-WOMACK RESIDENCE 3000 BRYKER DRIVE AUSTIN, TEXAS 78703 ET E DR S T E W A R T T. DA AR C H V I S I T E C T SIG E R S T A T 60021 OE F AS XE T DATE SIGNED 09.23.2024 COLEMAN-WOMACK FINANCE SET 09.23.2024 WHEN PRINTED AT 50% (11X17) ALL SCALES SHALL BE 1 2 THE SIZE OF NOTED SCALES. 0 4 8 12 19 SITE PLAN SCALE: 1/8" = 1'-0" SHEET SHEET NO. NO. A1.2 E O E O E O 1 A11.0 2 A11.0 POOL 128SF POOL (NOT IN CONTRACT) RE-ROUTED OVERHEAD POWER SERVICE FROM POLE E O E O PROPERTY LINE E O 3 A11.0 I I DECK WD (NOT IN CONTRACT) 306 SF E P O L S N W O D 2 A9.0 SLOPE DOWN WEST SCREENED PORCH 196SF E P O L S N W O D 12 FLOOR DRAIN SLOPE DOWN 5-6 A11.0 13 J PRODUCT MODELNUMBER TRADENAME PRODUCT MODELNUMBER TRADENAME NEW SERVICE PANEL & ELECTRIC METER 5' SIDE YARD SETBACK DINING WD FLR 164 SF KITCHEN WD FLR 171 SF pavers POOL ENCLOSURE FENCE & GATE (NOT IN CONTRACT) A 9 0 3 . E H H H B A10.1 H.B. AA WC TILE 18 SF 7 E O 1 A9.0 E O F G MODLENUMBER MATERIAL TRADENAME PRODUCT MODLENUMBER MATERIAL TRADENAME PRODUCT PRIMARY BATH TILE 125 SF SLOPE MODELNUMBER PRODUCT TRADENAME 6 5 A A11.1 LIVING WD FLR 392 SF CLOSET WD FLR 102 SF H.B. D D A 1 1 . 1 2 FP2 FP1 PRIMARY BEDROOM WD FLR 177 SF SC 4 HALL WD FLR 18 SF 3 B NOTE: NO SLAB BELOW BAY WINDOW PROJECTION A A10.2 C1 C2 C3 1 A9.0 FLOOR PLAN LEVEL 1 1 I T N E M P U Q E L O O P M P T R R O A O D D D E E U L N N C A U T M M E B E R H.B. K MODELNUMBER MATERIAL TRADENAME PRODUCT PRODUCT MODELNUMBER TRADENAME 9 D W MUD / UTIL TILE 76 SF 10 " 2 / 1 - 1 MODELNUMBER PRODUCT TRADENAME PRODUCT MODELNUMBER TRADENAME CLO WD 13 SF 8 1 2 3 4 5 6 7 8 9 UP STAIRS - REFER TO A4.4 11 STOR TILE 30 SF E P O L S N W O D E P O L S N W O D START OF SLOPE A A10.0 A A10.1 NORTH SCREENED PORCH CONC 235 SF SD A A4.4 HIGH CLG. STARTS HERE ENTRY WD FL 77 SF 1 2 PWDR WD FLR 31 SF CROSS SLOPE 1/4"/1'-0" DECORATIVE RECESSED RADIATOR L X AX.X MAILBOX, (OFCI) 4"STEP E P O L S N W O D FRONT PORCH CONC 64 SF 3 1 0 . 1 1 A BAY WINDOW A 25' BUILDING LINE 2 A9.0 BENCH E P O L S ' " 0 - 1 / " 1 PARKING SPACE CONC HOUSE NUMBER, (OFCI) CONCRETE WALK WAY PROPERTY LINE 5' SIDE YARD SETBACK POOL ENCLOSURE FENCE & GATE (NOT IN CONTRACT) STEPPING STONES (NOT IN CONTRACT) FENCE & GATE (NOT IN CONTRACT) 3 A 9 0 . CONC. WALKWAY PARKING SPACE CONCRETE DRIVEWAY PLAN NORTH COMBINATION SMOKE & CO DETECTOR COPYRIGHT ©2024 CG&S DESIGN-BUILD THIS DRAWING MAY NOT BE 'BID OUT', REPRODUCED OR VIEWED BY ANY OTHER CONSTRUCTION COMPANIES WITHOUT WRITTEN PERMISSION FROM CG&S DESIGN-BUILD. LEGEND SD CO2 SC NEW CONSTRUCTION [2X6 EXTERIOR STUDS @ 16" OC UON] MASONRY NEW COUNTERTOPS ETR NIC [NOT IN CONTRACT] SMOKE DETECTOR CARBON MONOXIDE DETECTOR GENERAL NOTES A. PROTECT EXISTING FLOOR DURING CONSTRUCTION. B. FIELD VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES TO THE ARCHITECT. C. DRAWINGS ARE TO SCALE INDICATED. SCALING OF DRAWINGS FOR GENERAL INFORMATION IS ACCEPTABLE, BUT DO NOT SCALE DRAWINGS FOR EXACT SIZES, LAYOUT, ETC. REFER ALL DIMENSIONAL QUESTIONS TO ARCHITECT. D. FIELD VERIFY W/ STRUCTURAL ENGINEER THAT ANY WALLS TO BE REMOVED ARE NON-LOAD BEARING; PROVIDE ENGINEER'S APPROVAL LETTER AS NEEDED. E. UNLESS NOTED OTHERWISE, ALL DIMENSIONS ARE GIVEN TO FACE OF STUD. F. REFER TO PROJECT MANUAL FOR SCHEDULES, PRODUCT DATA + SPECIFICATIONS. G. VERIFY ALL APPLIANCES AND PLUMBING FIXTURE DIMENSIONS AND REQUIREMENTS WITH PROJECT MANUAL - COORDINATE WITH CABINETRY. 402 CORRAL LANE AUSTIN, TEXAS 78745 OFFICE: 512-444-1580 FAX: 512-444-1790 THE COLEMAN-WOMACK RESIDENCE 3000 BRYKER DRIVE AUSTIN, TEXAS 78703 ET E DR S T E W A R T T. DA AR C H VI S I T E C T SIG E R S T A T 60021 OE F AS XE T DATE SIGNED 09.23.2024 COLEMAN-WOMACK FINANCE SET 09.23.2024 WHEN PRINTED AT 50% (11X17) ALL SCALES SHALL BE 1 2 THE SIZE OF NOTED SCALES. FLOOR PLAN LEVEL 1 0 2 4 6 10 SCALE: 1/4" = 1'-0" SHEET NO. A4.1 2 A9.0 MEMBRANE ROOF BELOW E P O L S ' " 0 - 1 = " 4 / 1 T U V W A 9 0 3 . O 17 W.I.C. WD FLR 51 SF BEDROOM 2 WD FLR 240 SF CASED OPENING A A10.3 S 1 A9.0 1 ROD , 2 SHELVES P Q R GUEST WD FLR 155 SF ELOISE WD FLR 156 SF 21 CLO WD - 15 SF MATERIAL MODELNUMBER PRODUCT TRADENAME SHWR 19 HVAC 17 SF 24 CLO WD - 14 SF BATH 3 TILE SD SD 20 22 ATTIC STAIR CO2 HALL WD FLR 45 SF 23 25 MODLENUMBER MATERIAL TRADENAME PRODUCT CASED OPENING 17 16 15 14 13 12 11 STAIR WD FLR 91 SF 1 2 3 4 5 6 7 8 9 10 BATH 2 TILE 72 SF 18 SD 16 MODLENUMBER MATERIAL TRADENAME PRODUCT 15 ATTIC COMMON WD FLR 238 SF 1409sf cond. space M OPEN TO BELOW ATTIC V A L L E Y ROOF BELOW X Y Z 1 ROD, 2 SHELVES MEMBRANE ROOF BELOW SLOPE 1/4"=1'-0" A A4.4 UNCONDITIONED SPACE DESK N CHIMNEY PROVIDE PLYWOOD DECKING VALLEY ROOF BELOW 3 A 9 0 . FLOOR PLAN - LEVEL 2 1 PLAN NORTH LEGEND NEW CONSTRUCTION [2X4 STUDS @ 16" OC UON] MASONRY NEW COUNTERTOPS ETR NIC [NOT IN CONTRACT] SMOKE DETECTOR SD CO2 SC CARBON MONOXIDE DETECTOR COMBINATION SMOKE & CO DETECTOR GENERAL NOTES A. PROTECT EXISTING FLOOR DURING CONSTRUCTION. B. FIELD VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES TO THE ARCHITECT. C. DRAWINGS ARE TO SCALE INDICATED. SCALING OF DRAWINGS FOR GENERAL INFORMATION IS ACCEPTABLE, BUT DO NOT SCALE DRAWINGS FOR EXACT SIZES, LAYOUT, ETC. REFER ALL DIMENSIONAL QUESTIONS TO ARCHITECT. D. FIELD VERIFY W/ STRUCTURAL ENGINEER THAT ANY WALLS TO BE REMOVED ARE NON-LOAD BEARING; PROVIDE ENGINEER'S APPROVAL LETTER AS NEEDED. E. UNLESS NOTED OTHERWISE, ALL DIMENSIONS ARE GIVEN TO FACE OF STUD. F. REFER TO PROJECT MANUAL FOR SCHEDULES, PRODUCT DATA + SPECIFICATIONS. G. VERIFY ALL APPLIANCES AND PLUMBING FIXTURE DIMENSIONS AND REQUIREMENTS WITH PROJECT MANUAL - COORDINATE WITH CABINETRY. COPYRIGHT ©2024 CG&S DESIGN-BUILD THIS DRAWING MAY NOT BE 'BID OUT', REPRODUCED OR VIEWED BY ANY OTHER CONSTRUCTION COMPANIES WITHOUT WRITTEN PERMISSION FROM CG&S DESIGN-BUILD. 402 CORRAL LANE AUSTIN, TEXAS 78745 OFFICE: 512-444-1580 FAX: 512-444-1790 THE COLEMAN-WOMACK RESIDENCE 3000 BRYKER DRIVE AUSTIN, TEXAS 78703 ET E DR S T E W A R T T. DA AR C H VI S I T E C T SIG E R S T A T 60021 OE F AS XE T DATE SIGNED 09.23.2024 COLEMAN-WOMACK FINANCE SET 09.23.2024 WHEN PRINTED AT 50% (11X17) ALL SCALES SHALL BE 1 2 THE SIZE OF NOTED SCALES. FLOOR PLAN LEVEL 2 0 2 4 6 10 SCALE: 1/4" = 1'-0" SHEET NO. A4.2 D.S. GUTTER D.S. 2 A9.0 GUTTER D.S. 1 A9.0 2 1 : 4 / 1 24'-0" RIDGE 3 A9.1 " 0 - 0 1 ' 2 1 : 0 1 SYNTHETIC SLATE SHINGLES, TYP. D.S. GUTTER MEMBRANE ROOFING D.S. SOLAR READY AREA, 240 SF SYNTHETIC SLATE SHINGLES, TYP. DS 15:12 15:12 CRICKET 2 1 : 0 1 VALLEY V A L L E Y E G D R I 15:12 15:12 2 1 : 0 1 1/4:12 SYNTHETIC SLATE SHINGLES, TYP. D.S. 4 A 9 . 1 DS GUTTER 2 1 : 0 1 2 1 : 0 1 RIDGE GUTTER SYNTHETIC SLATE SHINGLES, TYP. CHIMNEY CAP & SPARK ARRESTORS D.S. 2 1 : 0 1 RIDGE VALLEY V A L L E Y DORMER ROOF PLAN - HOUSE 1 MEMBRANE ROOFING 4 A 9 . 1 GUTTER D.S. D.S. PLAN NORTH SYNTHETIC SLATE SHINGLES, TYP. 3 A9.1 GUTTER Y E L L A V 15:12 15:12 E G D R I D.S. GUTTERS SWOOPED STANDING SEAM METAL ROOFING 2 A9.0 1 A9.0 GUTTER D.S. D.S. SWOOPED SHINGLE ROOFING ROOFING NOTES A. HOUSE WILL HAVE A SEALED ATTIC WITHOUT SOFFIT OR RIDGE VENTS. B. REFER TO SPECIFICATIONS FOR GUTTERS AND DOWNSPOUT SELECTION COPYRIGHT ©2024 CG&S DESIGN-BUILD THIS DRAWING MAY NOT BE 'BID OUT', REPRODUCED OR VIEWED BY ANY OTHER CONSTRUCTION COMPANIES WITHOUT WRITTEN PERMISSION FROM CG&S DESIGN-BUILD. 402 CORRAL LANE AUSTIN, TEXAS 78745 OFFICE: 512-444-1580 FAX: 512-444-1790 THE COLEMAN-WOMACK RESIDENCE 3000 BRYKER DRIVE AUSTIN, TEXAS 78703 ET E DR S T E W A R T T. DA AR C H VI S I T E C T SIG E R S T A T 60021 OE F AS XE T DATE SIGNED 09.23.2024 COLEMAN-WOMACK FINANCE SET 09.23.2024 WHEN PRINTED AT 50% (11X17) ALL SCALES SHALL BE 1 2 THE SIZE OF NOTED SCALES. 0 2 4 6 10 ROOF PLAN SCALE: 1/4" = 1'-0" SHEET NO. A7.0 3 A9.1 2 A9.0 1 A9.0 CHIMNEY CAPS WITH SPARK ARRESTORS 129'10" T.O. CHIMNEY 12 15 X A11.0 12 15 N R E D A E H " 6 - 8 ' FLASHING, TYP. GUTTER PTD. STEEL LINTELS, TYP. SOLDIER COURSE (TYP.) METAL ROOF SOLDIER COURSE (TYP.) 1'-0" B R E D A E H " 6 - 7 ' R E D A E H " 6 - 7 ' ROWLOCK SILL (TYP.) STEEL LINTEL BEYOND STEP FLASHING, TYP. FLASHING, TYP. 12 15 SYNTHETIC SLATE SHINGLES RECESS 5 BRICKS 1" PTD. STEEL LINTELS, TYP. FIBER CEMENT TRIM & DRIP EDGE, TYP. BRICK VENEER " 0 - 9 2 ' E E E N N N I I I L L L Y Y Y T T T R R R E E E P P P O O O R R R P P P DOWNSPOUT C3 C2 C1 SOLDIER COURSE (TYP.) ROWLOCK SILL (TYP.) R E D A E H " 6 - 7 ' GUTTER 12 1/4 108'-6 1/2" 108'-6 1/2" 108'-6 1/2" T.O. PLATE CARPORT T.O. PLATE CARPORT T.O. PLATE CARPORT L6 R 2'- 9" L6 R8'-6" STEP FLASHING, TYP. GUTTER E E E N N N I I I L L L Y Y Y T T T R R R E E E P P P O O O R R R P P P CL 1 3000 DOWNSPOUT 7 A11.0 " 8 - 8 ' 99'-10 1/2" 99'-10 1/2" 99'-10 1/2" T.O. SLAB AT CARPORT T.O. SLAB AT CARPORT T.O. SLAB AT CARPORT " 2 / 1 5 - 5 ' DOWNSPOUT 12 10 M A R E D A E H " 6 - 7 ' A9.1 3 A9.0 2 A9.0 1 1 EAST EXTERIOR ELEVATION SCALE: 1/4" = 1'-0" CHIMNEY CAPS WITH SPARK ARRESTORS " 0 - 1 ' " 0 - 2 ' 10'-0" 4 A9.1 12 10 PTD. STEEL LINTELS, TYP. SOLDIER COURSE (TYP.) S PTD. STEEL LINTELS, TYP. R E D A E H " 6 - 7 ' Z ROWLOCK SILL (TYP.) X R E D A E H " 6 - 7 ' R E D A E H " 0 - 8 ' Y AT WALL: A11.0 12 ROWLOCK SILL (TYP.) GUTTER FLASHING, TYP. SOLDIER COURSE (TYP.) SOLDIER COURSE (TYP.) ROWLOCK SILL (TYP.) 12 1/4 L R E D A E H " 6 - 7 ' 10 K 13 2 0 . 1 1 A 1 0 . 1 1 A " 1 - 9 ' ROWLOCK SILL (TYP.) ROWLOCK SILL (TYP.) DOWNSPOUT DOWNSPOUT FIBER CEMENT TRIM & DRIP EDGE, TYP. SYNTHETIC SLATE SHINGLES BRICK VENEER GUTTER 108'-11 1/2" 108'-11 1/2" 108'-11 1/2" T.O. PLATE SC PORCH T.O. PLATE SC PORCH T.O. PLATE SC PORCH DOWNSPOUTS 99'-10 1/2" 99'-10 1/2" 99'-10 1/2" T.O. SCREEN PORCH SLAB T.O. SCREEN PORCH SLAB T.O. SCREEN PORCH SLAB 2 NORTH EXTERIOR ELEVATION SCALE: 1/4" = 1'-0" A9.1 4 " 0 1 - 1 1 ' " 1 - 9 ' " 18 7 - 1 ' " 1 - 9 ' 131'-7 1/8" 131'-7 1/8" 131'-7 1/8" T.O. RIDGE T.O. RIDGE T.O. RIDGE CHIMNEY WITH BRICK SOAPS ON SHEATHING 125'-8 1/2" (643.8') BLDG. HT. (AVG. GABLE HT.) SYNTHETIC SLATE SHINGLES FLASHING, TYP. 119'-9 1/8" 119'-9 1/8" 119'-9 1/8" T.O. PLATE T.O. PLATE T.O. PLATE GUTTER DOWNSPOUT FIBER CEMENT SHINGLE SIDING STEP FLASHING 110'-8 1/8" 110'-8 1/8" 110'-8 1/8" T.O. SUBFLOOR T.O. SUBFLOOR T.O. SUBFLOOR 109'-1" 109'-1" 109'-1" T.O. PLATE T.O. PLATE T.O. PLATE WATER TABLE 100'-0" OR 618' T.O. SLAB 100'-0" OR 618' 100'-0" OR 618' T.O. SLAB T.O. SLAB BRICK VENEER -99'-5" OR 617.4' T.O. SLAB FIBERCEMENT SHINGLE SIDING ON FURRING 614.6' AVG. ADJ. GRADE 131'-7 1/8" 131'-7 1/8" 131'-7 1/8" T.O. RIDGE T.O. RIDGE T.O. RIDGE CHIMNEY WITH BRICK SOAPS ON SHEATHING 125'-8 1/2" (643.8') BLDG. HT. (AVG. GABLE HT.) SYNTHETIC SLATE SHINGLES 119'-9 1/8" 119'-9 1/8" 119'-9 1/8" T.O. PLATE T.O. PLATE T.O. PLATE SYNTHETIC SLATE SHINGLES 110'-8 1/8" 110'-8 1/8" 110'-8 1/8" T.O. SUBFLOOR T.O. SUBFLOOR T.O. SUBFLOOR 109'-1" 109'-1" 109'-1" T.O. PLATE T.O. PLATE T.O. PLATE GUTTER K K K C C C A A A B B B T T T E E E S S S G G G N N N D D D L L L I I I U U U B B B I I I DOWNSPOUT BRICK VENEER 100'-0" OR 618' CONCRETE CAP ON BENCH T.O. SLAB -99'-5" OR 617.4' TENT 1 H.P. 614.6' AVG. ADJ. GRADE COPYRIGHT ©2024 CG&S DESIGN-BUILD THIS DRAWING MAY NOT BE 'BID OUT', REPRODUCED OR VIEWED BY ANY OTHER CONSTRUCTION COMPANIES WITHOUT WRITTEN PERMISSION FROM CG&S DESIGN-BUILD. 402 CORRAL LANE AUSTIN, TEXAS 78745 OFFICE: 512-444-1580 FAX: 512-444-1790 THE COLEMAN-WOMACK RESIDENCE 3000 BRYKER DRIVE AUSTIN, TEXAS 78703 ET E DR S T E W A R T T. DA AR C H VI S I T E C T SIG E R S T A T 60021 OE F AS XE T DATE SIGNED 09.23.2024 COLEMAN-WOMACK FINANCE SET 09.23.2024 WHEN PRINTED AT 50% (11X17) ALL SCALES SHALL BE 1 2 THE SIZE OF NOTED SCALES. 0 2 4 6 10 EXTERIOR ELEVATIONS SCALE: 1 4"=1'-0" SHEET NO. A8.0 131'-7 1/8" 131'-7 1/8" 131'-7 1/8" T.O. RIDGE T.O. RIDGE T.O. RIDGE SYNTHETIC SLATE SHINGLES 125'-8 1/2" (643.8') BLDG. HT. (AVG. GABLE HT.) 119'-9 1/8" 119'-9 1/8" 119'-9 1/8" T.O. PLATE T.O. PLATE T.O. PLATE " 0 1 - 1 1 ' " 1 - 9 ' " 18 7 - 1 ' " 1 - 9 ' " 0 - 9 2 ' BRICK VENEER 110'-8 1/8" 110'-8 1/8" 110'-8 1/8" T.O. SUBFLOOR T.O. SUBFLOOR T.O. SUBFLOOR 109'-1" 109'-1" 109'-1" T.O. PLATE T.O. PLATE T.O. PLATE GUTTER 12 1/4 DOWNSPOUT SEE 3 - A8.1 FOR PORCH ELEVATION E N I L Y T R E P O R P 100'-0" OR 618' T.O. SLAB -99'-5" OR 617.4' TENT 2 H.P. 614.6' AVG. ADJ. GRADE 1 A9.0 2 A9.0 CHIMNEY CAPS WITH SPARK ARRESTORS 3 A9.1 SOLDIER COURSE (TYP.))) PTD. STEEL LINTELS, TYP. MTL. GUTTERS GUTTER SYNTHETIC SLATE SHINGLES ) SOLDIER COURSE (TYP.) PTD. STEEL LINTELS, TYP. GUTTER AT WALL: 12 A11.0 R E D A E H " 6 - 7 ' W V U Q P T R PTD. STEEL LINTELS, TYP. FLASHING, TYP. ROWLOCK SI (TYP.) LLLL 108'-11 1/2" T.O. PLATE SC PORCH SOLDIER COURSE - PTD. STEEL LINTEL (TYP.) 12 R E D A E H " 6 - 7 ' R E D A E H " 0 - 7 ' ROWLOCK SILL (TYP.) 99'-10 1/2" T.O. SLAB SC PORCH DOWNSPOUT R E D A E H " 6 - 7 ' A9.1 3 DOWNSPOUT J I AA G F BRICK VENEER FIBER CEMENT SHINGLE SIDING WATER TABLE DOWNSPOUT FIBER CEMENT SHINGLE SIDING ON FURRING 125'-8 1/2" (643.8') BLDG. HT. (AVG. GABLE HT.) 131'-7 1/8" 131'-7 1/8" 131'-7 1/8" T.O. RIDGE T.O. RIDGE T.O. RIDGE BRICK VENEER FLASHING, TYP. 119'-9 1/8" 119'-9 1/8" 119'-9 1/8" T.O. PLATE T.O. PLATE T.O. PLATE MTL. GUTTERS DOWNSPOUTS 110'-8 1/8" 110'-8 1/8" 110'-8 1/8" T.O. SUBFLOOR T.O. SUBFLOOR T.O. SUBFLOOR 109'-1" 109'-1" 109'-1" T.O. PLATE T.O. PLATE T.O. PLATE DOWNSPOUTS 100'-0" OR 618' T.O. SLAB -99'-5" OR 617.4' TENT 2 H.P. 614.6' AVG. ADJ. GRADE 1 WEST EXTERIOR ELEVATION SCALE: 1/4" = 1'-0" 12 10 12 10 10'-0" 4 A9.1 " 0 - 2 ' . I N M CHIMNEY CAPS WITH SPARK ARRESTORS SOLDIER COURSE - PTD. STEEL LINTEL (TYP.) GUTTERS GUTTERS 12 10 GUTTERS 118'-8" T.O. W.I.C. PLATE 7 A11.0 GUTTER 12 1/4 ROWLOCK SILL (TYP.) DOWNSPOUTS SOLDIER COURSE - PTD. STEEL LINTEL (TYP.) 0 . 1 1 A 1 0 . 1 1 A 2 0 . 1 1 A 3 4 A11.0 ROWLOCK SILL (TYP.) R E D A E H " 6 - 7 ' S H R E D A E H " 6 - 7 ' SOLDIER COURSE - PTD. STEEL LINTEL (TYP.) 2'-6" D ROWLOCK SILL (TYP.) DOWNSPOUTS R E D A E H " 6 - 7 ' R E D A E H " 6 - 7 ' O E R E D A E H " 6 - 7 ' A9.1 4 CHIMNEY WITH BRICK SOAPS ON SHEATHING SYNTHETIC SLATE SHINGLES STEP FLASHING, TYP. FIBER CEMENT TRIM & DRIP EDGE, TYP. FIBER CEMENT SHINGLE SIDING SYNTHETIC SLATE SHINGLES GUTTER GUTTER DOWNSPOUTS K K K C C C A A A B B B T T T E E E S S S G G G N N N D D D L L L I I I U U U B B B I I I DOWNSPOUTS WATER TABLE DOWNSPOUTS FIBERCEMENT SHINGLE SIDING ON FURRING 2 SOUTH EXTERIOR ELEVATION SCALE: 1/4" = 1'-0" 3 WEST PORCH ELEVATION SCALE: 1/4" = 1'-0" EXPOSED CONCRETE AT EAVE: A11.0 7 4 A11.0 FLASHING, TYP. 108'-9" T.O. PLATE SC PORCH 0 . 1 1 A 2 " 1 - 9 ' 0 . 1 1 A 1 " 6 - 2 ' A9.0 1 DOWNSPOUTS 99'-10 1/2" T.O. SLAB SC PORCH A9.0 2 COPYRIGHT ©2024 CG&S DESIGN-BUILD THIS DRAWING MAY NOT BE 'BID OUT', REPRODUCED OR VIEWED BY ANY OTHER CONSTRUCTION COMPANIES WITHOUT WRITTEN PERMISSION FROM CG&S DESIGN-BUILD. 402 CORRAL LANE AUSTIN, TEXAS 78745 OFFICE: 512-444-1580 FAX: 512-444-1790 THE COLEMAN-WOMACK RESIDENCE 3000 BRYKER DRIVE AUSTIN, TEXAS 78703 ET E DR S T E W A R T T. DA AR C H VI S I T E C T SIG E R S T A T 60021 OE F AS XE T DATE SIGNED 09.23.2024 COLEMAN-WOMACK FINANCE SET 09.23.2024 WHEN PRINTED AT 50% (11X17) ALL SCALES SHALL BE 1 2 THE SIZE OF NOTED SCALES. 0 2 4 6 10 EXTERIOR ELEVATIONS SCALE: 1 4"=1'-0" SHEET NO. A8.1