Historic Landmark Commission - Sept. 11, 2024

Historic Landmark Commission Architectural Review Committee Meeting - Rm 1401/1402

Agenda original pdf

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HISTORIC LANDMARK COMMISSION ARCHITECTURAL REVIEW COMMITTEE Wednesday, September 11, 2024 – 4:00PM Permitting and Development Center Conference Room 1401 6310 Wilhelmina Delco Dr Austin, TX 78752 Some members of the committee may be participating by videoconference Public comment will be allowed in-person or remotely via telephone. Speakers may only register to speak on an item once either in-person or remotely and will be allowed up to three minutes to provide their comments. Registration no later than noon the day before the meeting is required for remote participation by telephone. To register to speak remotely, email preservation@austintexas.gov or call Sam Fahnestock at (512) 974-3393. COMMITTEE MEMBERS: Kevin Koch JuanRaymon Rubio Harmony Grogan AGENDA CALL TO ORDER PUBLIC COMMUNICATION: GENERAL The first ten (10) speakers who register to speak no later than noon the day before the meeting will be allowed a three-minute allotment to address their concerns regarding items not posted on the agenda. DISCUSSION ITEMS 1. 2. 212 W 33rd St. Simms House Council District 9 Proposal: Addition/remodel, new door and windows on pool house. Applicant: Emily Little 2504 Bridle Path Culberson House Council District 10 Proposal: Addition, new doors and windows, new cabana, new siding. 3. 4. 5. 6. Applicant: Minnie Webb 1003 E 8th St. Robertson/Stuart & Mair Local Historic District Council District 1 Proposal: New construction accessory dwelling unit. Applicant: Norma Yancey 3000 Bryker Dr. Old West Austin National Register Historic District Council District 9 Proposal: New construction. Applicant: Gina Andre 810 W 11th St. West Downtown National Register Historic District Council District 9 Proposal: Total demolition site plan exemption. Applicant: Drew Raffaele 1010 E Cesar Chavez St. Council District 3 Proposal: Addition, remodel of existing patio. Applicant: Victoria Haase ADJOURNMENT The City of Austin is committed to compliance with the American with Disabilities Act. Reasonable modifications and equal access to communications will be provided upon request. Meeting locations are planned with wheelchair access. If requiring Sign Language Interpreters or alternative formats, please give notice at least 2 days (48 hours) before the meeting date. Please call the Historic Preservation Office at 512-974-3393 for additional information; TTY users route through Relay Texas at 711. For more information on the Historic Landmark Commission, please contact Sam Fahnestock, Planner II, at 512-974-3393; Kalan Contreras, Historic Preservation Officer, at 512-974-2727. ,£, First Floor City of Austin Permitting and Development Center () OD Coffee Shop South Elevator;; ' . Event Center …

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2 - 2504 Bridle Path - drawings original pdf

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GENERAL NOTES CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN CONFORMANCE WITH ALL CODE(S) AND GUIDELINES OF FEDERAL, STATE, COUNTY AND MUNICIPALITY HAVING JURISDICTION. ALL APPLICABLE REQUIREMENTS IN THESE REGULATIONS SHALL BE FOLLOWED THE SAME AS IF NOTED ON THE DRAWINGS, INCLUDING: INTERNATIONAL RESIDENTIAL CODE, 2021 2021 INTERNATIONAL FIRE CODE, 2021 INTERNATIONAL ENERGY CONSERVATION CODE, 2021 UNIFORM PLUMBING CODE, 2021 UNIFORM MECHANICAL CODE, 2020 NATIONAL ELECTRICAL CODE, AND 2015 INTERNATIONAL WILDLAND-URBAN INTERFACE CODE, WITH STATE AND LOCAL AMENDMENTS AS ADOPTED BY THE LOCAL JURISDICTION. IF THE CONTRACTOR ASCERTAINS AT ANY TIME THAT REQUIREMENTS OF THIS CONTRACT CONFLICTS WITH, OR ARE IN VIOLATION OF, APPLICABLE LAWS, CODES, REGULATIONS AND ORDINANCES, HE SHALL NOT PROCEED WITH WORK IN QUESTION, EXCEPT AT HIS OWN RISK, UNTIL ARCHITECT HAS BEEN NOTIFIED IN WRITING AND WRITTEN DETERMINATION IS MADE BY ARCHITECT. WHERE COMPLETED OR PARTIALLY COMPLETED WORK IS DISCOVERED TO BE IN VIOLATION WITH APPLICABLE LAWS, CODES, REGULATIONS AND/OR ORDINANCES, THE CONTRACTOR SHALL BE REQUIRED TO REMOVE THAT WORK FROM THE PROJECT AND REPLACE WITH ALL NEW COMPLYING WORK AT NO ADDITIONAL COST TO OWNER. CONTRACTOR SHALL PROVIDE PUBLIC PROTECTION AS REQUIRED PER GOVERNING AGENCY AND CODE REQUIREMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ANY TEMPORARY SHORING AND BRACING TO INSURE THE SAFETY OF THE WORK. THE CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION FOR SIDEWALKS, DRIVEWAYS, CURBS, GUTTERS, STREETLIGHTS, EASEMENTS, UTILITIES, FENCES, SIGNS, BARRICADES, ETC. ADJACENT TO THE PROPERTY, AND SHALL OBTAIN ALL NECESSARY PERMITS AND APPROVALS. CONTRACTOR SHALL COORDINATE ALL MECHANICAL, PLUMBING, ELECTRICAL, AND ARCHITECTURAL WORK. CONSTRUCTION TO PROTECT ADJOINING AND NEARBY PROPERTIES (PUBLIC AND PRIVATE) FROM NOISE, DUST, DIRT, FIRE HAZARDS AND POTENTIAL PROBLEMS CAUSED BY SUCH CONSTRUCTIONS. PROPERTY AND PREMISE LINES ADJACENT TO THE BUILDING SHALL BE ESTABLISHED IN THE FIELD BY A LICENSED SURVEYOR AND A SURVEY REPORT SHALL BE AVAILABLE ON SITE PRIOR TO FOUNDATION INSPECTION. FUTURE OWNER IMPROVEMENTS REQUIRE SEPARATE BUILDING PERMITS. THIS DOCUMENT, THE IDEAS, AND THE DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ARCHITECT AND IS NOT TO BE USED IN WHOLE OR IN PART, FOR ANY PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF THE ARCHITECT. LARGER SCALE DRAWINGS SHALL HAVE PRECEDENCE OVER THOSE OF SMALLER SCALE. WHERE DISCREPANCIES ARE FOUND BETWEEN THE ARCHITECTURAL DRAWINGS AND THOSE OF OTHER CONSULTANTS, THE ARCHITECTURAL DRAWINGS SHALL GENERALLY BE ASSUMED TO GOVERN. DIMENSIONS SHALL HAVE PREFERENCE OVER …

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2 - 2504 Bridle Path - presentation original pdf

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Year Built: ca 1941 Southern Colonial Revival Designated Historic Landmark in 2010 • Southern Colonial Revival built circa 1941, 2-story rectangular plan side gabled frame home with 1-story additions at either end. • Designated Historic Landmark in 2010 as an example of it style and for its association with Olin Culberson, a long-tome Texas Railroad Commissioner who championed the rights of independent oil and gas producers and attracted business to Texas by restricting the export of natural gar and incentivizing businesses to locate near gas wellheads. • Proposed work will maintain and restore character defining features including the symmetrical front façade that features a full-width porch and central entry with leaded glass sidelites. • The covered patio addition to the rear façade will complement the historic architecture and create cohesion. It was designed to be compatible with the massing, size, scale of the existing rear façade. • The New Pool Cabana replaces an existing cabana/storage structure, complementing the existing architecture, but departing in material use to distinguish it as new construction. It is located to the rear of the site, in the backyard, limiting its impact to the historic integrity of the property. Recent Remodels and Updates to Historic Properties Address Year Built Year of Work Scope of Work Property Image 1406 Enfield Rd 1918 2020 Interior remodel, demo of garage, install of pool and spa, deck work and widening of the driveway. 3707 Gilbert St 1942 2022 Addition/remodel of first floor living/dining room, second floor bedroom and addition of rear exterior. 2515 Harris Blvd 1936 2021 Addition and remodel to remove wing at rear, renovate existing structure and add second story addition at rear. New detached garage. Address Year Built Year of Work Scope of Work Property Image 2504 Bridle Path 1941 Proposed Proposed Project This project consists of the remodel of the interior of the primary structure, an addition at the rear and new openings to the side and rear of the house, and new pool cabana replacing the existing cabana structure at the rear of the property. All work to the exterior of the historic home is to be inline with its historic features. Damaged Shutters Replace In Kind Broken Glass Replace In Kind Rotting Plinths Replace In Kind Damaged Siding Replace In Kind Location of New Door Location of Porch Addition Hazardous Roof Access to Receive New Windows Damaged Siding Replace in Kind Location of New …

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3 - 1003 E 8th St - drawings original pdf

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Gross ADU 1003 E. 8th St. Austin, TX 78702 ARCHITECT: Norma Yancey, AIA SIDETRACKED STUDIO, PLLC 1806 Holly St. Austin, Texas 78702 phone: 870.219.6942 norma@sidetracked-studio.com Sharon Love 1003 E. 8th St. Austin, TX 78702 LEGAL DESCRIPTION LOT 2 BLK 1 OLT 2-3 DIV B ROBERTSON GEO L SUBD ZONING INFORMATION SF-3-HD-NP Robertson/Stuart and Mair Local Historic District Central East Austin:Sub District 1 OWNER INFORMATION INDEX OF DRAWINGS G1.0 G1.1 G3.0 A0.0 A0.1 A0.2 A1.0 A1.1 A2.0 A2.1 COVER SHEET PROJECT INFORMATION AND GENERAL NOTES SCHEDULES EXISTING SITE PLAN PROPOSED SITE PLAN VISITABILITY PLAN FLOOR PLANS ROOF PLAN EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS SQUARE FOOTAGE LOT SIZE 9762 SF EXIST. NEW EXEMPT TOTAL FLOOR TO AREA RATIO: BUILDING 1 FIRST FLOOR CONDITIONED SPACE: SECOND FLOOR CONDITIONED SPACE: THIRD FLOOR CONDITIONED SPACE: AREA W/ CEILINGS >15FT: GROUND FLOOR PORCH/PATIO: BASEMENT: ATTIC: GARAGE: CARPORT: ACCESSORY BUILDINGS: TOTAL: 2767 SF/ 9762 SF = 28.34% FLOOR TO AREA RATIO: BUILDING 2 FIRST FLOOR CONDITIONED SPACE: SECOND FLOOR CONDITIONED SPACE: THIRD FLOOR CONDITIONED SPACE: AREA W/ CEILINGS >15FT: GROUND FLOOR PORCH/PATIO: BASEMENT: ATTIC: GARAGE: CARPORT: ACCESSORY BUILDINGS: TOTAL: 1553 SF/ 9762 SF = 15.91% FIRST FLOOR CONDITIONED SPACE: SECOND FLOOR CONDITIONED SPACE: THIRD FLOOR CONDITIONED SPACE: BASEMENT: ATTACHED COVERED PARKING: DETACHED COVERED PARKING: COVERED WOOD DECKS (100%): COVERED PATIO: COVERED PORCH: BALCONY: OTHER (SHED): TOTAL BUILDING AREA: TOTAL BUILDING COVERAGE: DRIVEWAY: SIDEWALKS & STEPS: UNCOVERED PATIO: UNCOVERED WOOD DECKS (50%): AC PADS & CONC FLATWORK: OTHER (RETAINING WALLS, ELEVATED WALKWAY, OVERHANG): EXIST. NEW EXEMPT TOTAL 815 1108 633 0 53 0 0 0 411 0 3020 0 0 0 0 0 0 0 0 0 0 0 815 1108 633 0 411 0 0 0 53 0 109 3129 1388 1169 155 0 160 888 284 0 0 0 0 0 0 0 0 0 0 0 923 630 0 0 203 0 0 0 0 0 1756 0 0 0 0 0 0 0 0 0 0 0 0 0 13 0 0 160 872 19 0 0 0 0 53 0 0 0 200 0 253 0 0 0 0 203 0 0 0 0 0 203 923 630 0 0 0 0 0 0 203 0 0 1756 1126 0 0 0 22 9 0 815 1108 633 0 0 0 0 0 211 0 2767 923 630 0 0 0 0 0 0 0 0 1553 1738 1738 633 0 411 0 0 …

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5 - 810 W 11th St - presentation original pdf

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810 W 11th Street Historic Landmark Commission September 4, 2024 1 Site Aerial Improvement: •Constructed: Circa 1938 •Age: Approx. 86-years-old •Use: Office 2 Street View 3 Side View 4 Rear View 5 City of Austin Historic Designation Criteria A property must meet at least two of the below criteria: i. Architecture ii. Historical Associations iii. Archeology iv. Community Value v. Landscape Feature 6 Request We respectfully request your approval for the release of the demolition permit upon completion of a City of Austin Documentation Package. 7 8 1935 Sanborn Map 9 1961 Sanborn Map 10 1938 Water Service Permit 11 Neighborhood Character 810 1938 808 Cir. 1910 806 Cir. 1920 821 Cir. 1907 819 ½ Cir. 1915 819 Cir. 1925 817 Cir. 1917 813 Cir. 1917 12 Neighborhood Character 13

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5 - 810 W 11th St - Site Plan original pdf

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TRAVIS COUNTY, TEXAS T. J. CHAMBERS SURVEY, A-7 ALTA/NSPS LAND TITLE SURVEY W/ TREES 0.153 ACRE (6,678 SF) OF LAND, BEING A PORTION OF OUTLOT 5, DIVISION "E" OF THE GOVERNMENT OUTLOTS ADJOINING THE ORIGINAL CITY OF AUSTIN, TRAVIS COUNTY, TEXAS, ACCORDING TO THE PLAT ON FILE AT THE GENERAL LAND OFFICE OF THE STATE OF TEXAS D R A V E L U O B K E E R A L C O H S WEST 12TH STREET SITE E U N E V T A S E W WEST 11TH STREET VICINTY MAP (NOT TO SCALE) A NATIONAL ASSOCIATION OF SOCIAL VOL. 10078, PG. 19 R.P.R.T.C.T. CALLED 0.555 ACRE TDC WEST TWELFTH LP DOC. #2019150413 O.P.R.T.C.T. 0 20 40 SCALE: 1" = 20' UTILITY AND IMPROVEMENT NOTE: ONLY SURFACE EVIDENCE OF UTILITIES AND IMPROVEMENTS ARE SHOWN ON THIS SURVEY. BEARING BASIS & HORIZONTAL DATUM: TEXAS COORDINATE SYSTEM, GRID NAD '83 (CENTRAL ZONE 4203) PORTION OF OF OUTLOT 5, DIVISION "E" 809 WEST 12TH STREET LLC DOC. #2019185329 O.P.R.T.C.T. (S70° 26'E 46') S73° 13' 42"E 46.00' OHE OHE ASPHALT PP OHE (S70° 26'E 50') S73° 13' 42"E 50.00' // FROM WHICH A PINCHED 1/2" IRON PIPE FOUND BEARS S73° 13' 42"E, 0.49' NG FROM WHICH A 1/2" IRON ROD FOUND BEARS S15° 39' 19"E, 0.23' E H O BRICK PARKING [CALLED 0.405 ACRE] CJI PROPERTIES INC. VOL. 11554, PG. 1380 R.P.R.T.C.T. / / / / / / / / / / / / / / 0.5' CONC. CURB ASPHALT PARKING 0.5' CONC. CURB 1851 E H O 1850 E H O 4.7' 18.1' ' 1 . 8 0.3' ' 1 . 8 EM 12.4' 10.9' 1849 / / AC ) ' 2 . 5 4 1 W ° 9 1 S ( ] ' 2 2 . 5 4 1 ' W 6 0 ° 9 1 S [ ' 2 1 . / / 5 4 1 E " 1 5 ' 8 0 ° 6 1 N / / NG / / ' 5 . 9 3 0.153 ACRE 6,678 SF A 5 . 9 3 ' 1-STORY BRICK BUILDING ' 1 0 . 5 4 1 W " 2 5 ' 6 0 ° 6 1 S ) ' 5 0 . 5 4 1 E ° 9 1 N ( T L A H P S A Y A W E V R D I …

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4 - 3000 Bryker Ln - exterior elevations original pdf

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" 5 - 1 1 ' " 1 - 9 ' " 7 - 1 ' " 1 - 9 ' BRICK SOAPS ON SHEATHING COMPOSITION SHINGLE ROOFING COMPOSITION SHINGLE ROOFING FIBER CEMENT SHINGLE SIDING WATER TABLE BRICK VENEER SIDING ON FURRING DOWNSPOUT BRICK SOAPS ON SHEATHING COMPOSITION SHINGLE ROOFING COMPOSITION SHINGLE ROOFING MTL. GUTTERS DOWNSPOUT DOWNSPOUT BRICK VENEER CONCRETE CAP 3 A9.1 CHIMNEY CAP WITH SPARK ARRESTORS 12 15 1 A9.0 2 A9.0 129'-11" T.O. CHIMNEY X AX.X 12 15 COMPOSITION SHINGLE ROOFING RECESS 5 BRICKS 1" PTD. STEEL LINTELS, TYP. FIBER CEMENT TRIM & DRIP EDGE, TYP. BRICK VENEER R E D A E H " 6 - 8 ' N C SOLDIER COURSE (TYP.) R E D A E H " 6 - 7 ' ROWLOCK SILL (TYP.) SOLDIER COURSE (TYP.) R E D A E H " 6 - 7 ' R E D A E H " 6 - 7 ' FLASHING, TYP. ROWLOCK SILL (TYP.) STEEL LINTEL BEYOND FLASHING, TYP. 12 15 MTL. GUTTERS PTD. STEEL LINTELS, TYP. SOLDIER COURSE (TYP.) 1'-0" B R 2'- 9" CL 1 L6 L6 MTL. GUTTERS 12 1/4 R8'-6" DOWNSPOUT MTL. GUTTERS DOWNSPOUT 7 A11.0 " 8 - 8 ' A9.1 3 A9.0 2 A9.0 1 1 EAST EXTERIOR ELEVATION SCALE: 1/4" = 1'-0" CHIMNEY CAP WITH SPARK ARRESTORS 10'-0" " 0 - 2 ' 4 A9.1 12 10 PTD. STEEL LINTELS, TYP. SOLDIER COURSE (TYP.) S PTD. STEEL LINTELS, TYP. Z ROWLOCK SILL (TYP.) R E D A E H " 6 - 7 ' Y A11.0 7 ROWLOCK SILL (TYP.) MTL. GUTTERS FLASHING, TYP. SOLDIER COURSE (TYP.) SOLDIER COURSE (TYP.) ROWLOCK SILL (TYP.) 12 1/4 5 A11.0 L R E D A E H " 0 - 7 ' ROWLOCK SILL (TYP.) +99'-8" DOWNSPOUT T.O. NORTH PORCH SLAB DOWNSPOUT 10 K 13 2 0 . 1 1 A 1 0 . 1 1 A " 1 - 9 ' GUARD RAIL FIBER CEMENT TRIM & DRIP EDGE, TYP. COMPOSITION SHINGLE ROOFING BRICK VENEER MTL. GUTTERS DOWNSPOUTS 2 NORTH EXTERIOR ELEVATION SCALE: 1/4" = 1'-0" A9.1 4 M A " 2 / 1 5 - 5 ' DOWNSPOUT 12 10 X R E D A E H " 6 - 7 ' R E D A E H " 0 - 7 ' ROWLOCK SILL (TYP.) COPYRIGHT ©2024 CG&S DESIGN-BUILD THIS DRAWING MAY NOT BE 'BID OUT', …

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4 - 3000 Bryker Ln - exterior elevations 2 original pdf

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1 A9.0 2 A9.0 " 5 - 1 1 ' " 1 - 9 ' " 7 - 1 ' " 1 - 9 ' COMPOSITION SHINGLE ROOFING BRICK VENEER MTL. GUTTERS DOWNSPOUTS SEE 3 - A8.1 ) SOLDIER COURSE (TYP.) PTD. STEEL LINTELS, TYP. MTL. GUTTERS SOLDIER COURSE (TYP.))) PTD. STEEL LINTELS, TYP. MTL. GUTTERS MTL. GUTTERS COMPOSITION SHINGLE ROOFING W V U T R Q P 12 1/4 +99'-8" T.O. NORTH PORCH SLAB PTD. STEEL LINTELS, TYP. FLASHING, TYP. ROWLOCK SI (TYP.) LLLL 108'-9" T.O. PLATE SC PORCH SOLDIER COURSE - PTD. STEEL LINTEL (TYP.) I AA G F R E D A E H " 0 - 7 ' ROWLOCK SILL (TYP.) 99'-8" T.O. SLAB SC PORCH DOWNSPOUTS BRICK VENEER FIBER CEMENT SHINGLE SIDING WATER TABLE DOWNSPOUTS SIDING ON FURRING 3 A9.1 R E D A E H " 6 - 7 ' A9.1 3 BRICK VENEER FLASHING, TYP. MTL. GUTTERS DOWNSPOUTS MTL. GUTTERS DOWNSPOUTS 1 WEST EXTERIOR ELEVATION SCALE: 1/4" = 1'-0" 12 10 12 10 10'-0" 4 A9.1 " 0 - 2 ' CHIMNEY CAP WITH SPARK ARRESTORS SOLDIER COURSE - PTD. STEEL LINTEL (TYP.) GUTTERS GUTTERS 12 10 6 A11.0 12 1/4 ROWLOCK SILL (TYP.) DOWNSPOUTS SOLDIER COURSE - PTD. STEEL LINTEL (TYP.) R E D A E H " 6 - 7 ' S H 0 . 1 1 A 1 0 . 1 1 A 2 0 . 1 1 A 3 GUARD RAIL 4 A11.0 R E D A E H " 0 - 7 ' ROWLOCK SILL (TYP.) R E D A E H " 6 - 7 ' O E GUTTERS 118'-8" T.O. W.I.C. PLATE SOLDIER COURSE - PTD. STEEL LINTEL (TYP.) D ROWLOCK SILL (TYP.) DOWNSPOUTS R E D A E H " 0 - 7 ' BRICK SOAPS ON SHEATHING COMPOSITION SHINGLE ROOFING FLASHING, TYP. FIBER CEMENT TRIM & DRIP EDGE, TYP. FIBER CEMENT SHINGLE SIDING COMPOSITION SHINGLE ROOFING MTL. GUTTERS MTL. GUTTERS DOWNSPOUTS DOWNSPOUTS WATER TABLE SIDING ON FURRING 5 A11.0 A11.0 6 DOWNSPOUTS GUARD RAIL 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'-8" T.O. SLAB SC PORCH A9.0 2 2 SOUTH EXTERIOR ELEVATION SCALE: 1/4" = 1'-0" A9.1 4 3 WEST PORCH ELEVATION SCALE: 1/4" = 1'-0" EXPOSED …

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4 - 3000 Bryker Ln - floor plan original pdf

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POOL 128SF POOL (NOT IN CONTRACT) RE-ROUTED OVERHEAD POWER SERVICE FROM POLE PROPERTY LINE 13 2 A9.0 SLOPE DOWN FLOOR DRAIN SLOPE DOWN E P O L S N W O D WEST SCREENED N W PORCH O D 196SF E P O L S J PRODUCT MODELNUMBER TRADENAME PRODUCT MODELNUMBER TRADENAME I I 12 DINING WD FLR KITCHEN WD FLR DECK WD (NOT IN CONTRACT) 284 SF I T N E M P U Q E L O O P 20sf pavers PRODUCT TRADENAME M O D E L N U M B E R K PROPERTY LINE 5' SIDE YARD SETBACK POOL ENCLOSURE FENCE & GATE (NOT IN CONTRACT) STONE PAVERS (NOT IN CONTRACT) FENCE & GATE (NOT IN CONTRACT) LEGEND NEW CONSTRUCTION [2X6 EXTERIOR STUDS @ 16" OC UON] MASONRY NEW COUNTERTOPS ETR NIC [NOT IN CONTRACT] 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. NEW SERVICE PANEL & ELECTRIC METER 5' SIDE YARD SETBACK POOL ENCLOSURE FENCE & GATE (NOT IN CONTRACT) 5 ' - 6 1 / 2 " A 9 0 3 . E CLOSET WD FLR 1 A9.0 H H H F G AA MODLENUMBER MATERIAL TRADENAME PRODUCT MODLENUMBER MATERIAL TRADENAME PRODUCT WC TILE 7 PRIMARY BATH TILE SLOPE PRODUCT MODELNUMBER TRADENAME 6 5 A 1 1 . 1 2 FP2 FP1 LIVING WD FLR D D PRIMARY BEDROOM WD FLR HALL WD FLR 4 3 C C C B 1 A9.0 A 25' BUILDING LINE 2 A9.0 3 A 9 0 . 5'-5 3/4" A11.0 MODELNUMBER MATERIAL TRADENAME PRODUCT PRODUCT MODELNUMBER TRADENAME D W 9 MUD / UTIL TILE 10 " 2 / 1 - 1 E P O L S N W O D 11 STOR TILE MODELNUMBER PRODUCT TRADENAME TRADENAME MODELNUMBER PRODUCT 8 CLO WD 1 2 …

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4 - 3000 Bryker Ln - floor plan 2 original pdf

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ROOF BELOW 2 A9.0 T U V W X Y Z 1 A9.0 S GUEST WD FLR 9' GWP CLG 13'-9 1/4" X 12'-7 1/2" ELOISE WD FLR 9' GWP CLG 13'-9 1/4" X 12'-7 1/2" P Q R 21 CLO WD MATERIAL MODELNUMBER PRODUCT TRADENAME HVAC 19 SHWR 24 CLO WD BATH 3 TILE 9' GWP CLG 10'- 3/4" X 6' 20 22 HALL WD FLR 9' GWP FLR 7'-6" X 6' 23 25 MODLENUMBER MATERIAL TRADENAME PRODUCT BATH 2 TILE 9' GWP CLG 9'-1/2" X 9'-2" 18 16 MODLENUMBER MATERIAL TRADENAME PRODUCT 15 ATTIC HVAC ACCESS CHIMNEY ROOF BELOW DESK N 1 A9.0 17 16 15 14 13 12 11 DN 1 2 3 4 5 6 7 8 9 10 S P A C E U N C O N D T O N E D I I OPEN TO BELOW ROOF BELOW COMMON WD FLR GWP CLG 13'-2" X 19'-2 3/4" 1409sf cond. space M 2 A9.0 A 9 0 3 . O 17 W.I.C. WD FLR 9' GWP CLG 6'-8 1/4" X 7'-8" BEDROOM 2 WD FLR 9' GWP CLG 14'-9" X 13'-1 3/4" 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] 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 …

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4 - 3000 Bryker Ln - site plan original pdf

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Edward G. Davis Micaelan Q. Davis Doc#2009161021 EXISTING O.H. POWER LINE TO STREET LIGHT X FRONT PROPERTY CURVE Radius = 120.94' Arc = 89.52' Chord = 87.49' S 50°08'00" W (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' 8'- 7 " 84 83 AC AC 5 '- 3 " RELOCATED GAS METER 79 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' " 0 - 3 ' 30.00' 10' SETBACK GARAGE 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 LOT 8 92 FULL CRZ HALF CRZ 1/4 CRZ 90 5' S E T B A C K SWIMMING POOL (N.I.C.) DECK, NIC WEST SCREENED PORCH NORTH SCREENED PORCH E T E R C N O C 5'-1 1/2" 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 . ' ) FULL CRZ NEW 2 STORY MASONRY CLAD WOOD FRAME HOUSE +618.0' T.O. SLAB FULL CRZ HALF CRZ 1/4 CRZ 79 HALF CRZ 25' SETBACK 1/4 CRZ LOT 9 BLOCK 3 0.1819 acre 7,914 sq. ft.+/- 26 1" 1 5'- 2 X S 50°08'00" W 87.49' L = 89.52' R = 120.94' WASH OUT PORTABLE TOILET NEW CONC. DRIVEWAY IN FOOTPRINT OF EXISTING (POURED NEAR END OF CONSTRUCTION) WATER METER BRYKER DRIVE FULL CRZ PORCH CONC. WALK HALF CRZ 1/4 CRZ 69 S 28°39'08" W 26.21' (S 28°58'00" W 26.16') HALF CRZ 1/4 CRZ 47 3'-0" 49 106 K C A B T 107 E S ' 5 LOT 10 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 0 NEW FENCE & GATE, NIC. NEW POOL EQUIP, NIC. NEW CONC. PAVERS, NIC. NEW FENCE & GATE, NIC. E T E R C N O C FULL CRZ HALF CRZ 1/4 CRZ 70 MATERIAL HANDLING & STORAGE AREA SITE …

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