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HARTFORD RESIDENCE 2426 HARTFORD ROAD AUSTIN, TEXAS 78703 ABBREVIATIONS GENERAL LEGEND GENERAL NOTES GENERAL PROJECT INFO ABV: AC: ADA: ADD: AFF: AL: ALM: ALT: AMP: ANCH: AP: APRVD: APT: ASPH: ASSEM: ASSOC: ASTM: AT: ATC: AUTO: AVG: B: BD: BDRM: BEL: BETW: BEV: BF: BL: BLDG: BM: BP: BR: BRKR: BSMT: BT: BTU: BV: C: CC: CCT: CF: CFM: CFS: CIP: CJ: CL: CLR: CMU: CND: CNDS: CNTR: CO: COAX: COFO: COL: CONC: COND: CONN: CONST: CONT: CORR: CPT: CRS: CRZ: CSMT: CT: CU: CUFT: CUYD: CV: CW: CWP: CWR: CWS: CYL: D: DBL: DC: DEG: DEMO: DEPT: DF: DIAG: DIFF: DIM: DIR: DISP: DN: DR: DS: DTL: DTM: DW: DWG: DWGS: DWL: DWR: E: EA: EJ: EL: ELB: ELEC: ELEV: EMT: ENTR: EP: EPDM: EQ: EQP: EX: EXH: EXST: EXP: EXT: EXTR: F: Above Air Conditioning Americans with Disabilities Act of 1992 Addendum Above Finished Floor Aluminum Alarm Alternate Ampere Anchor Access Panel Approved Apartment Asphalt Assemble, Assembly Association; Associate American Society for Testing and Materials Acoustical Tile Acoustical Tile Ceiling Automatic Average Boiler Board Bedroom Below Between Bevel Board Foot Building Line Building Bench Mark Base Plate Bedroom Breaker Basement Bathtub British Thermal Units Butterfly Valve Celsius Cubic Centimeter Circuit Cubic Feet, Cubic Foot Cubic Feet per Minute Cubic Feet per Second Cast-in-Place Control Joint Centerline Clear Concrete Masonry Unit Conduit Condensate Center Cleanout Coaxial Certificate of Occupancy Column Concrete Condenser Connection Construction Continuous, Continue Corridor Carpet Cold Rolled Steel Critical Root Zone Casement Ceramic Tile Copper Cubic Foot (Feet) Cubic Yard (Yards) Check Valve Chilled Water Circulating Water Pump Chilled Water Return Chilled Water Supply Cylinder Drain Double Direct Current Degree Demolition, Demolish Department Drinking Fountain Diagonal Diffuser Dimension Direction Dispenser Down Door Downspout Detail Direct to Metal Domestic Water Drawing Drawings Dowel Drawer Existing, East Each Expansion Joint Elevator Elbow Electrical Elevation Electrical Metallic Tubing Entrance Electrical Panelboard Ethylene Propylene Diene Monomer Equal Equipment Exit Exhaust Existing Expansion Exterior Extrude Fahrenheit FA: FACP: FD: FDC: FE: FEC: FF: FFE: FF&E: FFL: FH: FIN: FIXT: FM: FND: FOC: FOF: FOS: FPM: FPS: FT: FURN: FW: G: GA: GAL: GALV: GB: GC: GFCI: GFI: GND: GPH: GPM: GPS: GRND: HB: HR: HRS: HT: HVAC: HW: HWR: HWS: HWY: ID: IN: INFO: IRG: JBOX: JC: JCT: K: KG: KIP: KM: KO: KP: KW: KWH: LAB: LAM: LAT: LAV: LB: LCD: LH: LIB: LT: LTG: M: MACH: MAX: MDF: MED: MFG: MFR: MH: MI: MIN: MIR: MISC: MM: MWK: N: NEC: NI: NIC: NOM: NRC: NTS: O: OC: OD: OH: OHDR: OPP: OPH: OR: ORN: OSSF: OVFL: OZ: PLAM: PSL: PB: PC: PCF: PCP: PED: PERF: PERIM: PERP: PFN: PH: PIV: PRK: PRKG: Fire Alarm Fire Alarm Control Panel Floor drain Fire Department Connection Fire Extinguisher Fire Extinguisher Cabinet Finished Floor Finished Floor Elevation Fixtures, Furnishings, & Equipment Finished Floor Line Fire Hydrant Finish, Finished Fixture Fire Main Foundation Face of Concrete Face of Finish Face of Studs Feet per minute Feet per Second Foot, Feet Furniture Fire Water Gas, Gram Gauge Gallon Galvanized Grab Bar General Contractor Ground Fault Circuit Interrupted Ground Fault Interrupted Ground Gallons Per Hour Gallons Per Minute Gallons Per Second Ground Hose Bib Hour Hours Height Heating, Ventilating, & Air Conditioning Hot Water Hot Water Return Hot Water Supply Highway Inside Diameter Inch Information Irrigation Junction Box Janitor's Closet Junction Kilo, Kelvin Kilogram Kilopound (1000 pounds) Kilometer Knockout Kickplate Kilowatt Kilowatt Hour Laboratory Laminate, Laminated Lateral Lavatory Pound Liquid Crystal Display Left Hand Library Light Lighting Meter Machine Maximum Medium Density Fiberboard, Main Distribution Frame Medium Manufacturing Manufacturer Manhole Miles Minimum Mirror Miscellaneous Millimeter Millwork North, Nitrogen National Electrical Code Nickel Not In Contract Nominal Noise Reduction Coefficient Not To Scale Oxygen On Center Outside Diameter Overhead Overhead Door Opposite Opposite Hand Outside Radius Ornamental On Site Sewage Facility Overflow Ounce Plastic Laminate Pipe Sleeve Push Button Pull Chain Pounds Per Cubic Foot Precast Concrete Pipe Pedestrian Perforate Perimeter Perpendicular Prefinished Phase Post Indicator Valve Parking Parking Garage PL: PLBG: PLF: PNL: PPG: PRTN: PSF: PSI: PTD: PTD/R: PTR: PUE: PVC: PVMT: PVT: PWR: QT: QTR: R: R&S: RA: RB: RCP: RD: RE: REBAR: REF: REFR: REQ: RES: RET: RETG: REV: RH: RM: RO: ROW: RPM: RPT: RT: S: S4S: S&S: SB: SC: SCD: SCH: SD: SEC: SF: SIM: SND: SNR: SP: SPEC: SPECS: SPK: SPLR: SPM: SQ: SS: STA: STC: STD: STG: STL: STM: STOR: STR: STWY: SUPP: SUSP: SW: SWBD: SWGR: SY: SYM: SYP: SYS: T: T&G: TB: TEL: TEMP: TER: TOC: TOS: TPD: TPTN: TRANS: TRAV: TV: TW: TYP: UCL: UL: UNO: V: VAR: VB: VCT: VERT: VIF: VOL: VP: VR: W: W/: W/O: WC: WH: WP: WT: WW: WWM: YD: YR: Plate, Property Line Plumbing Pounds Per Lineal Foot Panel Pittsburgh Paint Company Partition Pounds per square foot Pounds per square inch Paper Towel Dispenser Combination Paper Towel Dispenser/Receptacle Paper Towel Receptacle Public Utility Easement Polyvinyl Chloride Pavement Private Power Quart Quarter Riser, Radius, Rod and Shelf Return Air, Residence Assistant Resilient Base Reflected Ceiling Plan, Reinforced Concrete Pipe Roof Drain Refer, Reference Reinforcing Bar Refer, Reference Refrigerator Require, Required Resilient Return Retaining Revise, Revision Right Hand Room Rough Opening Right of Way Revolutions Per Minute Repeat Right South Surfaced 4 Sides Stained & Sealed Splash Block Solid Core Seat Cover Dispenser Schedule Soap Dispenser Section Square Foot Similar Sanitary Napkin Dispenser Sanitary Napkin Receptacle Standpipe Specification Specifications Speaker Sprinkler Sprinkler Main Square Stainless Steel; Storm Sewer Station Sound Transmission Class Standard Storage Steel Steam Storage Structural Stairway Supplementary, Supplement Suspended, Suspend Switch Switchboard Switchgear Square Yard Symmetrical Southern Yellow Pine System Thermostat Tongue & Groove Towel Bar Telephone Temporary, Temperature Terrazzo Top of Curb Top of Slab Toilet paper Dispenser Toilet Partition Transformer Travertine Television Top of Wall, Tread Width Typical Under Cabinet Light Underwriters' Laboratories Unless Noted Otherwise Volt Varies Vapor Barrier Vinyl Composition Tile Vertical Verify In the Field Volume Vent Pipe Vertical Riser West, Width, Watt With Without Water Closet Water Heater Weatherproof Weight Waste Water Welded Wire Mesh Yard Year A - DOOR TAG RE: DOOR SCHEDULE - DOOR TAG - DIMENSIONED A B 3 0 8'-0" 1 NOTE A - WINDOW TAG RE: WINDOW SCHEDULE HH:6'-8" FX 3 0 4 0 - WINDOW TAG - DIMENSIONED HEAD HEIGHT WIDTH INCHES WIDTH FEET DOOR STYLE HARDWARE STYLE HEAD HEIGHT WIDTH INCHES WIDTH FEET HEIGHT INCHES HEIGHT FEET A - FIXTURE TAG RE: FIXTURE SCHEDULES A - WALL TAG RE: WALL TYPES A - FINISH TAG RE: FINISH SCHEDULE A - WALL FINISH TAG WALL FINISH TO EXTEND FROM FLOOR TO CEILING, UNO. RE: FINISH SCHEDULE FOR ADDITIONAL INFORMATION. A B - FLOOR FINISH TAG REFER TO FINISH SCHEDULE S L O P E U P ( 8 : 1 2 ) - STAIR/SLOPE DIRECTION CL - CENTER LINE 1 1 - KEYNOTE - REVISION - SECTION 1 A1.1 MIR/SIM MIR/SIM X/AX.X - ELEVATION DETAIL NUMBER SHEET VIEW DIRECTION NOTE NOTE VIEW DIRECTION DETAIL NUMBER SHEET 1. THE BUILDER, REMODELER, CONTRACTOR, SUB-CONTRACTOR, OR USER OF THESE PLANS (REFERRED TO AS CONTRACTOR FROM HERE ON) AS WELL AS THE HOME OR REMODEL CONSTRUCTED FROM THESE PLANS ARE TO BE REGISTERED WITH ALL GOVERNMENT MUNICIPALITIES AS REQUIRED BY LAW. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE ANY STRUCTURES BUILT FROM THESE PLANS CONFORM TO ALL BUILDING LAWS AND CODES. 2. 3. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BUILDING PERMITS AND ALL CONSTRUCTION AND BUILDING LIABILITY INSURANCE NEEDED TO COVER DAMAGES RESULTING FROM PERSONAL INJURY OR PROPERTY LOSS DURING CONSTRUCTION. 4. THE CONTRACTOR SHALL ENSURE A SAFE WORK PLACE. ALL WORK AND PROJECT ENVIRONMENTS SHALL COMPLY WITH OR EXCEED SAFETY STANDARDS AS IDENTIFIED AND PROMULGATED IN THE "OCCUPATIONAL SAFETY AND HEALTH STANDARDS FOR THE CONSTRUCTION INDUSTRY - TITLE 29 CFR PART 1926" (OSHA) WITH CURRENT AMENDMENTS. 5. ALL MATERIAL USED SHALL BE NEW AND ALL MATERIALS AND WORKMANSHIP TO MEET OR EXCEED ALL APPLICABLE BUILDING CODES AND STANDARDS AS OUTLINED BY LAW. 6. THESE PLANS SHOW DESIGN INTENT ONLY AND SHALL BE VERIFIED BY THE CONTRACTOR BEFORE ANY CONSTRUCTION BEGINS. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING ALL DESIGN ELEMENTS, BUILDING COMPONENTS, DIMENSIONS, AND SPECIFICATIONS AT THE JOB SITE. 7. THE CONTRACTOR SHALL EXAMINE THE PREMISES AND SATISFY THEMSELVES WITH THE EXISTING CONDITIONS THAT WILL, IN ANY MANNER, AFFECT THE WORK. 8. IF THE CONTRACTOR FINDS DISCREPANCIES OR OMISSIONS IN THE DRAWINGS OR SPECIFICATIONS, OR THE CONTRACTOR IS IN DOUBT AS TO THEIR MEANING, THE CONTRACTOR SHOULD AT ONCE NOTIFY THE DESIGNER BEFORE ANY FURTHER WORK IS DONE. 9. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING AND OBTAINING FOUNDATION AND STRUCTURAL SEALS FROM A REGISTERED PROFESSIONAL ENGINEER WHEN NECESSARY. 10. THE CONTRACTOR ASSUMES COMPLETE RESPONSIBILITY TO ENSURE SOIL AND ENVIRONMENTAL CONDITIONS ARE ADEQUATE TO PROVIDE A SOUND AND STABLE STRUCTURE HEIGHT OF ELEVATION CHANGE " - CHANGE IN 12 ELEVATION 1 11. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL EQUIPMENT, LABOR, AND MATERIALS TO PROPERLY EXECUTE A SATISFACTORY AND COMPLETE JOB IN ACCORDANCE INDEX OF DRAWINGS WHERE IT IS ERECTED. CONSULT A PROFESSIONAL ENGINEER AS NEEDED. WITH THE INTENT OF THESE DRAWINGS. 12. CONTRACTOR SHALL COORDINATE WITH OTHER TRADES AND WITH UTILITY COMPANIES FOR TIMELY INSTALLATION OF WORK WHILE SPACE IS ACCESSIBLE. CUTTING AND PATCHING CAUSED BY FAILURE TO COORDINATE WILL BE PERFORMED AT NO EXTRA COST TO THE OWNER. 13. THE DESIGNER IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, OR SAFETY. THE LIMIT OF THE DESIGNER'S LIABILITY - SECTION CUT 14. IN THE EVENT RESTROOM FACILITIES ARE REQUIRED, THE CONTRACTOR SHALL PROVIDE THEM ON SITE PRIOR TO THE START OF ANY WORK AND MAINTAIN THEM THROUGHOUT SUB-F - SUBCHAPTER F EXHIBIT SHALL NOT EXCEED THE PRICE PAID FOR THESE PLANS. CONSTRUCTION. NUMBER NAME NAME 1/4" = 1'-0" 1 SCALE ORIENTATION N - DETAIL NOTATION 15. DIMENSIONS MARKED WITH AN ASTERISK (*) MAY VARY. VERIFY AT SITE AS REQUIRED. DIMENSIONS ON THESE DRAWINGS IN ALL CASES SUPERSEDE SCALE. 16. UNO, THE CONTRACTOR SHALL GUARANTEE WORK UNDER THIS CONTRACT FOR A MINIMUM PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE AGAINST DEFECTIVE MATERIALS, EQUIPMENT, OR WORKMANSHIP AND SHALL REPLACE OR REPAIR DEFECTS DEVELOPING WITHIN THE GUARANTEE PERIOD TO THE SATISFACTION OF THE OWNER. 17. THE CONTRACTOR SHALL DELIVER TO THE OWNER, WITH THEIR REQUEST FOR FINAL PAYMENT, ALL MANUFACTURER'S GUARANTEES, SERVICE CONTRACTS, AND ALL OTHER GUARANTEES SPECIFIED TO EXTEND BEYOND THE ONE YEAR PERIOD OF THE CONTRACTOR'S OWN GUARANTEE. 18. THE CONTRACTOR IS RESPONSIBLE FOR THE CLEANING OF THE BUILDING SITE AND THE REMOVAL OF ALL TRASH, WASTE , AND RUBBISH CREATED BY THE CONSTRUCTION PROCESS THROUGHOUT CONSTRUCTION AND PRIOR TO FINAL ACCEPTANCE. ELECTRICAL LEGEND HATCH LEGEND CODE REQUIREMENTS: ALL CODE REQUIREMENTS OF THE FOLLOWING VERSIONS OF THE INTERNATIONAL CODE COUNCIL, WITH AMENDMENTS AS ADOPTED BY LOCAL AUTHORITIES, ARE TO BE COMPLIED WITH WHERE APPLICABLE: FLOOD HAZARD AREAS (CHAPTER 25-12, ARTICLE 3) 2021 INTERNATIONAL BUILDING CODE (IBC) 2021 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) 2021 INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2021 INTERNATIONAL FIRE CODE (IFC) 2021 INTERNATIONAL PROPERTY MAINTENANCE CODE (IPMC) 2021 INTERNATIONAL RESIDENTIAL CODE (IRC) 2018 INTERNATIONAL SWIMMING POOL AND SPA CODE (ISPSC) 2015 INTERNATIONAL WILDLAND-URBAN INTERFACE CODE(IWUIC) 2020 NATIONAL ELECTRICAL CODE (NEC) 2021 UNIFORM MECHANICAL CODE (UMC) 2021 UNIFORM PLUMBING CODE (UPC) 0.0 G1 G2 L1 V1 C1 C2 C3 - COVER SHEET - GENERAL NOTES - SCHEDULES - TREE PRESERVATION ANALYSIS - VISITABILITY EXHIBIT - EXISTING SITE PLAN - DEMO SITE PLAN - NEW SITE PLAN A1.0 A1.1.1 A1.1.2 A1.2 A1.3.1 A1.3.2 A1.4.1 A1.4.2 A2.1 A2.2 A2.3 A2.4 A2.5 A3.1 A3.2 A4.1 - NEW FOUNDATION PLAN - NEW FLOOR PLAN - FIRST FLOOR - NEW FLOOR PLAN - SECOND FLOOR - NEW ROOF PLAN - NEW REFLECTED CEILING PLAN - FIRST FLOOR - NEW REFLECTED CEILING PLAN - SECOND FLOOR - NEW FINISH PLAN - FIRST FLOOR - NEW FINISH PLAN - SECOND FLOOR - NEW EXTERIOR ELEVATIONS - NEW EXTERIOR ELEVATIONS - NEW INTERIOR ELEVATIONS - NEW INTERIOR ELEVATIONS - NEW INTERIOR ELEVATIONS - NEW SECTIONS - NEW SECTIONS - NEW ENLARGED FLOOR PLAN MEP1.1 - MECHANICAL/ELECTRICAL/PLUMBING - FIRST FLOOR MEP1.2 - MECHANICAL/ELECTRICAL/PLUMBING - SECOND FLOOR INSULATION GLASS SIDING EARTH (UNDISTURBED) EARTH (FILL) GRASS GRAVEL CONCRETE OR STUCCO (RE NOTES) STUCCO, SAND, OR GRANITE (RE NOTES) LIMESTONE PAVERS GRATE WATER BRICK OR SHINGLES (RE NOTES) NO WORK IN THIS AREA 2 0.0 - POWER PANEL - SWITCH 48" S HEIGHT AFF HEIGHT AFF IS TO THE CENTER OF THE SWITCH. IF NO DIMENSION IS GIVEN ON A SWITCH, ASSUME 48" AFF. CONFIRM HEIGHTS AT COUNTERTOPS. 3 S 4 S D S R S WP S K S - SWITCH - THREE WAY - SWITCH - FOUR WAY - SWITCH - DOOR - SWITCH - RHEOSTAT - SWITCH - WEATHER PROOF - SWITCH - KEYED 42" - OUTLET - 110 VOLT - JUNCTION BOX - SMOKE DETECTOR - CARBON MONOXIDE DETECTOR J S CM SP - SPEAKER - PHONE - DATA - TV L# - CEILING FAN HEIGHT AFF HEIGHT AFF IS TO THE CENTER OF THE OUTLET. IF NO DIMENSION IS GIVEN ON AN OUTLET, ASSUME 15" AFF. CONFIRM HEIGHTS AT COUNTERTOPS. - LIGHT - SURFACE MOUNT GFI - OUTLET - GROUND FAULT INTERRUPTER PC - LIGHT - PULL CHAIN - OUTLET - QUADRAPLEX D - OUTLET - DEDICATED CIRCUIT WP - OUTLET - WEATHER PROOF - OUTLET - 220 VOLT - OUTLET - 110 VOLT - FLOOR OUTLET - OUTLET - 110 VOLT - CEILING OUTLET RE: LIGHT FIXTURE SCHEDULE 1/2 - OUTLET - HALF HOT - LIGHT - FLOOD - LIGHT - PENDANT R - LIGHT - RECESSED - LIGHT - WITH VENT - LIGHT - WALL MOUNTED - LIGHT - STAIR/STEP LX - LIGHT - FLUORESCENT - CIRCUIT/SWITCH LEG HVAC LEGEND T - THERMOSTAT - SUPPLY SIZE AND SHAPE MAY VARY - RETURN SIZE AND SHAPE MAY VARY 2 VICINITY MAP NOT TO SCALE N 3 0.0 PROJECT LOCATION 1 A1.1 1 CITY MAP NOT TO SCALE N 3 3 PROJECT LOCATION PROJECT LOCATION NOT TO SCALE NOT TO SCALE N N WWW.PLANITTEXAS.COM PLANITTX@GMAIL.COM 512.680.0856 10/31/2024 I E C N E D S E R D R O F T R A H D A O R D R O F T R A H 6 2 4 2 3 0 7 8 7 S A X E T , I N T S U A REVISIONS DATE OCTOBER 31, 2024 ISSUE PURPOSE FOR CONSTRUCTION DRAWN BY WMS 0.0 COVER SHEET COPYRIGHT © PLASTICITY INDEX OF 25 OR LESS. FILL TO BE COMPACTED IN MAXIMUM 6 INCH LOOSE LIFTS TO 95% DRY DENSITY. MECHANICAL NOTES: 1. MECHANICAL CONTRACTOR TO FURNISH ALL MATERIAL, LABOR, R302.5.1 - OPENING PROTECTION OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1-3/8" THICK, OR 20 MINUTE FIRE-RATED DOORS. DOORS SHALL BE SELF-LATCHING AND EQUIPPED WITH A SELF-CLOSING OR AUTOMATIC -CLOSING DEVICE. 3. CONTACTING THE GLASS AND HAVE A CROSS SECTIONAL HEIGHT OF NOT LESS THAN 1-1/2". OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS WHERE THE BOTTOM EDGE OF THE GLASS IS 25 FEET OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES OR OTHER HORIZONTAL SURFACE ADJACENT TO THE GLASS EXTERIOR. IRC R303.3 - BATHROOMS BATHROOMS, WATER CLOSET COMPARTMENTS AND OTHER SIMILAR ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA IN WINDOWS OR NOT LESS THAN 3 SQUARE FEET, ONE-HALF OF WHICH SHALL BE OPENABLE. R308.4.4 - GLAZING IN GUARDS AND RAILINGS GLAZING IN GUARDS AND RAILINGS, INCLUDING STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN-FILL PANELS, REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING SURFACE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. EXCEPTION: THE GLAZED AREAS SHALL NOT BE REQUIRED WHERE ARTIFICIAL LIGHT AND LOCAL EXHAUST SYSTEM ARE PROVIDED. THE MINIMUM LOCAL EXHAUST RATES SHALL BE DETERMINED IN ACCORDANCE WITH SECTION M1505. EXHAUST AIR FROM THE SPACE SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. R308.4.4.1 - STRUCTURAL GLASS BALUSTER PANELS. GUARDS WITH STRUCTURAL GLASS BALUSTER PANELS SHALL BE INSTALLED WITH AN ATTACHED TOP RAIL OR HANDRAIL. THE TOP RAIL OR HANDRAIL SHALL BE SUPPORTED BY NOT LESS THAN THREE GLASS BALUSTER PANELS, OR SHALL BE OTHERWISE SUPPORTED TO REMAIN IN PLACE SHOULD ONE GLASS BALUSTER PANEL FAIL. R308.4 - GLAZING - HAZARDOUS LOCATIONS THE LOCATIONS SPECIFIED IN SECTIONS R308.4.1 THROUGH R308.4.7 SHALL BE CONSIDERED TO BE SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF GLAZING. EXCEPTION: AN ATTACHED TOP RAIL OR HANDRAIL IS NOT REQUIRED WHERE THE GLASS BALUSTER PANELS ARE LAMINATED GLASS WITH TWO OR MORE GLASS PLIES OR EQUAL THICKNESS AND OF THE SAME GLASS TYPE. R308.4.1 - GLAZING IN DOORS GLAZING IN FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. EXCEPTIONS: 1. GLAZED OPENINGS OF A SIZE THROUGH WHICH A 3" DIAMETER SPHERE IS UNABLE TO PASS DECORATIVE GLAZING 2. R308.4.2 - GLAZING ADJACENT TO DOORS GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING CONDITIONS: 1. WHERE THE GLAZING IS WITHIN 24" OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITION 2. WHERE THE GLAZING IS ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF THE DOOR IN A CLOSED POSITION AND WITHIN 24" OF THE HINGE SIDE OF AN IN-SWINGING DOOR EXCEPTIONS: 1. 2. WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT DECORATIVE GLAZING BARRIER BETWEEN THE DOOR AND THE GLAZING. 3. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3' OR LESS IN DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH SECTION R308.4.3 GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS. 4. R308.4.3 - GLAZING IN WINDOWS GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: 1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18" ABOVE THE FLOOR. THE TOP EDGE OF THE GLAZING IS MORE THAN 36" ABOVE THE FLOOR. ONE OR MORE WALKING SURFACES ARE WITHIN 36" MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING 3. 4. 2. EXCEPTIONS: 1. 2. WHERE GLAZING IS ADJACENT TO A WALKING SURFACE AND A DECORATIVE GLAZING. HORIZONTAL RAIL IS INSTALLED 34" TO 38" ABOVE THE WALKING SURFACE. THE RAIL SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POINTS PER LINEAR FOOT WITHOUT R308.4.5 - GLAZING AND WET SURFACES GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR ADJACENT TO HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. THIS SHALL APPLY TO SINGLE GLAZING AND EACH PANE IN MULTIPLE GLAZING. EXCEPTION: GLAZING THAT IS MORE THAN 60", MEASURED HORIZONTALLY, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL OR FROM THE EDGE OF A SHOWER, SAUNA OR STEAM ROOM. R308.4.6 - GLAZING ADJACENT TO STAIRS AND RAMPS GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36" ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. EXCEPTIONS: WHERE GLAZING IS ADJACENT TO A WALKING SURFACE AND A HORIZONTAL RAIL IS INSTALLED AT 34" TO 38" ABOVE THE WALKING SURFACE. THE RAIL SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT WITHOUT CONTACTING THE GLASS AND HAVE A CROSS SECTIONAL HEIGHT OF NOT LESS THAN 1-1/2" GLAZING 36" OR MORE MEASURED HORIZONTALLY FROM THE WALKING SURFACE. R308.4.7 - GLAZING ADJACENT TO THE BOTTOM STAIR LANDING GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS THAN 36" ABOVE THE LANDING AND WITHIN A 60" HORIZONTAL ARC LESS THAN 180 DEGREES FROM THE BOTTOM TREAD NOSING SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. EXCEPTION: WHERE THE GLAZING IS PROTECTED BY A GUARD COMPLYING WITH SECTION R312 AND THE PLANE OF THE GLASS IS MORE THAN 18" FROM THE GROUND. R310.2.1 - EMERGENCY ESCAPE AND RESCUE OPENINGS MINIMUM SIZE EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET. EXCEPTION: THE MINIMUM NET CLEAR OPENING FOR GRADE-FLOOR EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE 5 SQUARE FEET. SITE, FOUNDATION, AND CONCRETE NOTES: 1. CONTRACTOR OR USER OF THESE PLANS SHALL VERIFY FOUNDATION DESIGN WITH STRUCTURAL ENGINEER. 2. STRIP TOPSOIL, ORGANIC MATERIAL, ROOTS, GRASS, ETC FOR A MINIMUM 4" BELOW GRADE, OR LESS TO SOLID ROCK, FROM THE SITE PRIOR TO STARTING FOUNDATION WORK. EARTHWORK SHALL EXTEND A MINIMUM OF 4'-0" BEYOND THE BUILDING PERIMETER OR TO THE PROPERTY LINE, WHICHEVER IS LESS. COMPACT EXPOSED SUBGRADE. 3. EXTERIOR BEAMS TO PENETRATE UNDISTURBED VIRGIN SOIL MINIMUM 12 INCHES. 4. ALL CONCRETE SHALL BE STONE AGGREGATE, MINIMUM 5 SACK CEMENT MIX, MAXIMUM 4 INCH SLUMP. DESIGNED TO REST MINIMUM 3,000 PSI COMPRESSIVE STRENGTH WHEN TESTED AT 28 DAYS, UNO. 5. CONCRETE FLOOR SLAB AND BEAMS SHALL BE, POURED AS A MONOLITHIC UNIT, PLACED OVER 6 MIL POLYETHYLENE VAPOR BARRIER, AND PLACED OVER MINIMUM 12 INCHES COMPACT SELECT FILL. 6. SELECT FILL MAY CONSIST OF CRUSHED LIMESTONE WITH MAXIMUM 7. CONCRETE TO BE CURED BY COMPOUND OR WATER AND KEPT MOIST FOR A MINIMUM OF 7 DAYS. 8. REFER TO FOUNDATION PLAN FOR FLOOR ELEVATIONS, SLOPES, DRAINS, AND LOCATION OF DEPRESSED AND ELEVATED FLOOR AREAS. SET FLOOR DRAINS 3/4" BELOW FLOOR LEVEL AND SLOPE FLOOR OF ROOM OR AREA TO DRAIN. 9. SURFACE FINISH TO BE LEVEL, UNIFORM, AND FLAT, UNO. FLOAT AND STEEL TROWEL TO POLISH SURFACE, UNO. PORCHES, DECKS, AND PATIOS TO SLOPE AWAY FROM BUILDING 1 INCH IN 10 FEET WITH A LIGHT BRUSH FINISH, UNO. 10. FINISHED SURFACE GRADING OF TOP SOIL AROUND BUILDING SHOULD BE SLOPED TO INSURE ADEQUATE DRAINAGE OF SURFACE WATER AWAY FROM BUILDING. FRAMING NOTES: 1. CONTRACTOR OR USER OF THESE PLANS SHALL VERIFY FRAMING DESIGN WITH A STRUCTURAL ENGINEER AS REQUIRED. 2. ALL FRAMING LUMBER TO BE SYP, #2 OR BETTER, KILN DRIED TO 15% MOISTURE AT TIME OF DELIVERY TO SITE, UNO. 3. ALL STUDS TO BE 2X4 SPACED 16" ON CENTER, UNO. 4. ALL LOAD BEARING HEADERS TO BE CONSTRUCTED OF TWO 2X12 WITH 1/2" PLYWOOD FLITCH, UNO. 5. PROVIDE 5/8" TYPE 'X' GYP BOARD UNDER STAIRS, IN STORAGE AREAS, AND IN HVAC AND WATER HEATER CLOSETS, UNO. 6. PROVIDE 1/2" CEMENT BOARD AROUND ALL TUBS AND SHOWERS, UNO. 7. VENT DRYER AND ALL EXHAUST FANS TO OUTSIDE AIR THRU VENT WITH DAMPER. DO NOT EXHAUST TO ATTIC OR OTHER ENCLOSED AREAS. 8. ALL METAL CONNECTORS TO BE 'SIMPSON STRONG TIE' OR EQUAL, 9. ALL EXTERIOR SHEATHING AND DECKING TO BE MINIMUM 7/16" OSB OR 1/2" CD-X 32/16 PLYWOOD FROM TOP TO BOTTOM PLATE, UNO. 10. MASONRY TO BE OVER 1" MINIMUM AIR SPACE. 11. INSTALL TYVEK WATERPROOFING FOR MOISTURE BARRIER PER CODE, UNO. UNO. 12. ALL TRUSSES, WHEN USED, TO BE 24" OC. SUBMIT TRUSS CALCULATIONS TO DESIGNER PRIOR TO ERECTION. 13. ALL BEDROOM WINDOW SILLS TO BE MAXIMUM 42" FROM FINISH FLOOR. 14. ALL ENTRY DOORS TO BE SOLID WOOD, INSULATED METAL, OR FIBERGLASS, UNO. OWNER TO APPROVE ALL DOOR SELECTIONS. 15. ALL EXTERIOR WINDOWS AND GLASS DOORS TO BE DOUBLE PANE, LOW 'E' GLASS, UNO. 16. ALUMINUM FRAME WINDOWS SHALL HAVE A THERMAL BARRIER. 17. ALL WALL SOLE PLATES AND WOOD IN CONTACT WITH CONCRETE OR EXPOSED TO WEATHER TO BE PROPERLY TREATED TO RESIST DAMAGE FROM MOISTURE, INSECTS, AND FUNGI. 18. THE CONTRACTOR IS TO PROVIDE NON-CORROSIVE STEEL LINTELS ABOVE ALL OPENINGS WITH BRICK OR STONE ABOVE THEM WHICH EXTEND A MINIMUM OF 6" PAST EACH SIDE OF OPENING. CONSULT AN ENGINEER FOR STEEL SIZING WHEN NECESSARY. 19. PROVIDE CROSS VENTILATION FOR ALL ENCLOSED ATTIC AREAS. PROVIDE CONTINUOUS RIDGE AND/OR GABLE VENTS AND CONTINUOUS SOFFIT VENTS. WALL NOTES: 1. REFER TO SECTIONS FOR EXTERIOR WALL DETAILS. 2. ALL INTERIOR WALLS TO BE WALL TYPE C1, UNO. MILLWORK NOTES: 1. DETAIL VIEWS SHOW INTENT ONLY. SIZES MAY VARY. COORDINATE EXACT MILLWORK DESIGN WITH CABINET MANUFACTURER. 2. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION OR INSTALLATION. 3. WOOD TYPE AND FINISH TO BE OWNER SELECTED. 4. HARDWARE PULLS TO BE OWNER SELECTED. 5. CABINET DIMENSIONS ARE APPROXIMATE. CONFIRM EXACT REQUIREMENTS WITH ON-SITE CONDITIONS, ACTUAL APPLIANCE SELECTIONS, ETC. AS NECESSARY TO ENSURE PROPER FIT AND OPERATION. 6. REFER TO SHOP DRAWINGS FOR ADDITIONAL INFORMATION. EQUIPMENT AND PERMITS TO CONSTRUCT AND INSTALL COMPLETE SYSTEMS CONSISTENT WITH THE INTENT OF THE DRAWINGS. 2. ALL EQUIPMENT SHALL BE TESTED, ADJUSTED AND IN PROPER WORKING ORDER BEFORE FINAL ACCEPTANCE AND SHALL BE CERTIFIED TO OWNER IN WRITING. PLUMBING NOTES: 1. PLUMBING CONTRACTOR TO FURNISH ALL MATERIAL, LABOR, EQUIPMENT AND PERMITS TO CONSTRUCT AND INSTALL COMPLETE PLUMBING SYSTEMS CONSISTENT WITH THE INTENT OF THE DRAWINGS. 2. ALL EQUIPMENT SHALL BE TESTED, ADJUSTED AND IN PROPER WORKING ORDER BEFORE FINAL ACCEPTANCE AND SHALL BE CERTIFIED TO OWNER IN WRITING. 3. ALL COPPER TUBE WATER SUPPLY LINES TO BE PLACED INSIDE POLYETHYLENE VAPOR BARRIER SHEATH AND INSULATED WITH POLYFOAM TUBING UNDER AND THROUGH AND WITH-IN CONCRETE SLAB AND BEAMS. 4. ALL HORIZONTAL RUNS TO BE PLACED IN FILL BELOW CONCRETE SLAB. 5. COLD AND HOT WATER LINES TO BE INSULATED WITH FOAM TUBING. 6. MINIMUM OF 4 HOSE BIBS SHALL BE INSTALLED. ONE ON EACH SIDE OF THE HOUSE OR NUMBER AND LOCATION SHOWN ON DRAWING, WHICHEVER IS MORE. ELECTRICAL NOTES: 1. ELECTRICAL CONTRACTOR TO FURNISH ALL MATERIAL, LABOR, EQUIPMENT AND PERMITS TO CONSTRUCT AND INSTALL A COMPLETE ELECTRICAL SYSTEM CONSISTENT WITH THE INTENT OF THE DRAWINGS. 2. ALL CIRCUITS AND EQUIPMENT SHALL BE TESTED, ADJUSTED AND IN PROPER WORKING ORDER BEFORE FINAL ACCEPTANCE, AND SHALL BE CERTIFIED TO OWNER IN WRITING. 3. ALL MATERIAL SHALL BEAR A UL LABEL. 4. MINIMUM WIRE SIZE FOR LIGHTING AND BRANCH CIRCUITS SHALL BE #12 COPPER WITH GROUND WIRE. 5. SERVICE PANEL TO BE MINIMUM 100 AMP AND COMPLY WITH 110-16 NEC. 6. PROVIDE GROUND FAULT INTERRUPTERS (GFI) AT ALL EXTERIOR, BATHROOM, GARAGE, AND KITCHEN COUNTER TOP RECEPTACLES, AS WELL AS ALL WEATHERPROOF OUTLETS, AND ALL OUTLETS WITHIN 10'-0" OF WATER FIXTURES. 7. ALL HOUSE AND GARAGE COMMON WALL OUTLETS TO BE IN METAL OR 8. UL APPROVED PLASTIC BOXES. INTERIOR METAL WATER PIPING TO BE GROUNDED BY ELECTRICAL CONTINUOUS BONDING WITH A MINIMUM #4 COPPER CONDUCTOR CONNECTED TO THE GROUNDING AT THE SERVICE PANEL. 9. PLACE STANDARD OUTLETS AT 15" ABOVE FINISH FLOOR OR 42" ABOVE FINISH FLOOR IF OVER COUNTER TOPS, UNO. 10. PLACE STANDARD SWITCHES AT 48" ABOVE FINISH FLOOR, UNO. 11. ALL HABITABLE CENTRAL ROOM CEILING FIXTURES TO BE BRACED AND WIRED FOR INDIVIDUAL SWITCHED LIGHT AND FAN TYPE FIXTURE, UNO. 12. SOME EXISTING RECEPTACLES MAY NOT BE SHOWN. CONFIRM ALL EXISTING RECEPTACLES ON SITE AS REQUIRED. AREA SCHEDULE EXISTING FINAL I G N T S X E I T E E F E R A U Q S I D E H S L O M E D T E E F E R A U Q S D E D D A W E N / T E E F E R A U Q S L A N F I T E E F E R A U Q S I I G N D L U B L A T O T ) A B T ( A E R A I I G N D L U B L A T O T ) C B T ( E G A R E V O C - - - - - - - - - - - - 3652 1,383 3652 1383 5546 3006 5546 3006 870 870 1351 1351 - - - 2253 1383 870 - - - I E T S L A T O T E G A R E V O C S U O V R E P M I I - 45.00% 31.02% I I G N D L U B L A T O T ) C B T ( E G A R E V O C - - - I E T S L A T O T E G A R E V O C S U O V R E P M I I - - - I I G N D L U B L A T O T ) A B T ( A E R A - 40.00% 37.21% 5032 3006 1351 1383 1383 2434 1383 3681 3006 4195 3006 418 418 418 418 418 257 257 257 257 257 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 379 324 379 324 266 140 266 140 696 696 18 90 18 90 0 0 0 0 0 0 0 0 0 0 0 - - - - - - - - - - - - 0 0 0 0 0 0 0 - 0 - - - - - - - - - - - - 0 0 0 0 0 0 0 - 0 0 - 0 0 - - 379 324 348 - - - 0 0 0 0 0 - 0 - - - - - - - - - - - - 0 0 0 0 0 - 0 0 0 - - - 266 140 18 90 0 0 0 0 0 0 0 0 0 - - - - - - - - - 13,525 LOT SIZE (SF) DESCRIPTION MAX ALLOWANCE (SF-3) TOTAL (A THRU S) / LOT SIZE * 100 (%) ROW TOTAL (A THRU S) 1ST FLOOR CONDITIONED AREA 2ND FLOOR CONDITIONED AREA 3RD FLOOR CONDITIONED AREA - - A B C D E1 E2 F1 F2 G H I J K L M N P Q R S O.1 O.2 BASEMENT GARAGE (ATTACHED) CARPORT (ATTACHED) GARAGE (DETACHED) CARPORT (DETACHED) COVERED DECK COVERED PATIO COVERED PORCH BALCONY OTHER COVERED / ROOFED AREAS DRIVEWAY SIDEWALKS UNCOVERED PATIO UNCOVERED DECK (50% IC) UNCOVERED DECK - NON 1ST FLOOR (0%IC) AC PADS AND OTHER CONCRETE FLATWORK OTHER (POOL COPING, RETAINING WALLS) POOL (SURFACE AREA) SPA (SURFACE AREA) BUILDING COVERAGE MEANS THE AREA OF A LOT COVERED BY BUILDINGS OR ROOFED AREAS, BUT EXCLUDES GROUND LEVEL PAVING, LANDSCAPING, GROSS FLOOR AREA MEANS THE TOTAL ENCLOSED AREA OF ALL FLOORS IN A BUILDING WITH A CLEAR HEIGHT OF MORE THAN SIX FEET, MEASURED AREA SCHEDULE NOTES: 1. OPEN RECREATIONAL FACILITIES, INCIDENTAL PROJECTING EAVES, BALCONIES, AND SIMILAR FEATURES. (LDC § 25-1-21) 2. TO THE OUTSIDE SURFACE OF THE EXTERIOR WALLS. THE TERM INCLUDES LOADING DOCKS AND EXCLUDES ATRIA AIRSPACE, PARKING FACILITIES, DRIVEWAYS, AND ENCLOSED LOADING BERTHS AND OFF-STREET MANEUVERING AREAS. (LDC § 25-1-21) 3. IMPERVIOUS COVER IS THE TOTAL HORIZONTAL AREA OF COVERED SPACES INCLUDING BUILDING COVERAGE, PAVED AREAS, WALKWAYS, AND DRIVEWAYS. THE TERM EXCLUDES POOLS, PONDS, FOUNTAINS, AND AREAS WITH GRAVEL PLACED OVER PERVIOUS SURFACES THAT ARE USED ONLY FOR LANDSCAPING OR BY PEDESTRIANS. FOR AN UNCOVERED WOOD DECK THAT HAS DRAINAGE SPACES BETWEEN THE DECK BOARDS AND THAT IS LOCATED OVER A PERVIOUS SURFACE, 50 PERCENT OF THE HORIZONTAL AREA OF THE DECK IS INCLUDED IN THE MEASUREMENT OF IMPERVIOUS COVER. (LDC § 25-1-23) 4. PROMULGATED SOURCES . DATA COMPILED FROM ON SITE OBSERVATIONS, OWNER PROVIDED INFORMATION, SURVEYS, COUNTY RECORDS, SATELLITE IMAGERY, AND OTHER PROJECT INFORMATION TABLE - (VERIFY INFORMATION AS REQUIRED) INQUIRY NOTES 116030801 (AKA: GEOGRAPHIC ID, REF ID2) PROJECT INFORMATION 2426 HARTFORD ROAD AUSTIN, TX 78703 LOT 1 *LESS W 15 FT AV BLK 33 PEMBERTON HEIGHTS SEC 10 SF-3-NP WINDSOR ROAD OLD WEST AUSTIN National Register Historic District PROJECT ADDRESS TAX PARCEL ID # LEGAL DESCRIPTION ZONING NEIGHBORHOOD PLAN AREA HISTORIC DISTRICT (IF YES, CONTRACTOR TO PROVIDE SIGNED CERTIFICATION LETTER FROM NHCD, AND SIGNED CONDITIONAL LETTER FROM AUSTIN ENERGY GREEN BUILDING) (IF YES, CONTRACTOR TO PROVIDE SIGNED CONDITIONAL APPROVAL LETTER FROM AUSTIN ENERGY GREEN BUILDING) (IF YES, APPROVAL THOUGH AVIATION IS REQUIRED BY THE CITY OF AUSTIN) (IF YES, CONTRACTOR TO PROVIDE APPROVED SEPTIC PERMIT AS REQUIRED FOR OSSF REVIEW) (IF YES, EHZ REVIEW IS REQUIRED BY THE CITY OF AUSTIN) (PROXIMITY TO FLOODPLAIN MAY REQUIRE ADDITIONAL REVIEW TIME BY THE CITY OF AUSTIN) (IF NO, CONTRACTOR TO CONTACT AUSTIN WATER UTILITY TO APPLY FOR WATER/WASTEWATER TAPS AND/OR SERVICE EXTENSION REQUEST.) (IF NO, CONTRACTOR TO CONTACT AUSTIN WATER UTILITY TO APPLY FOR WATER/WASTEWATER TAPS AND/OR SERVICE EXTENSION REQUEST.) (IF YES, CONTRACTOR TO SUBMIT APPROVED AUXILIARY AND POTABLE PLUMBING PLANS. AUXILIARY WATER SUPPLIES ARE WELLS, RAINWATER HARVESTING, RIVER WATER, LAKE WATER, RECLAIMED WATER, ETC.) (IF YES, CONTRACTOR TO CONTACT LAND DEVELOPMENT INFORMATION SERVICES FOR A SITE PLAN EXEMPTION.) (LDC 25-2 SUBCHAPTER C ARTICLE 3) (LDC 25-2-180, 25-2-647) (IF NO, CONTRACTOR TO CONTACT LAND DEVELOPMENT INFORMATION SERVICES FOR SITE PLAN REQUIREMENTS.) (PUBLIC WORKS APPROVAL REQUIRED TO TAKE ACCESS FROM A PUBLIC ALLEY.) (IF YES, CONTRACTOR TO PROVIDE CASE NUMBER AND A COPY OF DECISION SHEET TO THE CITY OF AUSTIN. A PERMIT CANNOT BE APPROVED WITHIN 10 DAYS OF APPROVAL OF A VARIANCE FROM BOA.) (IF YES, CONTRACTOR TO PROVIDE MATERIAL RECYCLING AS REQUIRED PER LDC 25-11-39) (IF HISTORIC REVIEW IS REQUIRED, CONTRACTOR TO PROVIDE PHOTOS OF EACH SIDE OF STRUCTURE. ONE PHOTO MUST SHOW THE ENTIRE ELEVATION VISIBLE FROM THE STREET. PHOTOS MUST BE TWO MEGAPIXELS (1200 X 1600) OR LARGER.) IS PROJECT PARTICIPATING IN S.M.A.R.T. HOUSING? DOES PROJECT HAVE A GREEN BUILDING REQUIREMENT? IS THE SITE WITHIN AIRPORT OVERLAY ZONE? DOES THIS SITE HAVE A SEPTIC SYSTEM? DOES THE STRUCTURE EXCEED 3,600 SQUARE FEET TOTAL UNDER ROOF? IS THIS PROPERTY WITHIN 200 FEET OF A HAZARDOUS PIPELINE? IS THIS STRUCTURE WITHIN THE WUI (WILDLIFE URBAN INTERFACE)? WILL A NFPA 13D AUTOMATIC SPRINKLER BE INSTALLED? IS THIS SITE LOCATED WITHIN AN EROSION HAZARD ZONE? IS THIS PROPERTY WITHIN 100 FEET OF THE 100-YEAR FLOODPLAIN? ARE THERE TREES 19" OR GREATER IN DIAMETER ON/ADJACENT TO THE PROPERTY? IF YES, HOW MANY? PROPOSED IMPACTS TO TREES: IS THIS SITE IN THE CAPITAL VIEW CORRIDOR? IS THIS SITE WITHIN THE RESIDENTIAL DESIGN AND COMPATIBILITY STANDARDS ORDINANCE BOUNDARY AREA (LDC 25-2 SUBCHAPTER F)? DOES THIS SITE CURRENTLY HAVE WATER AVAILABILITY? DOES THIS SITE CURRENTLY HAVE WASTEWATER AVAILABILITY? DOES THIS SITE HAVE OR WILL IT HAVE AN AUXILIARY WATER SOURCE? DOES THIS SITE REQUIRE A CUT OR FILL IN EXCESS OF 4 FEET? IS THIS SITE WITHIN THE WATERFRONT OVERLAY? IS THIS SITE WITHIN THE LAKE AUSTIN OVERLAY? DOES THIS SITE FRONT A PAVED STREET? IS THIS SITE ADJACENT TO A PAVED ALLEY? DOES THIS SITE HAVE A BOARD OF ADJUSTMENT (BOA) VARIANCE? IS TOTAL NEW ADDED BUILDING AREA > 5,000 SQ. FT.? EXISTING USE PROPOSED USE PROJECT TYPE IS THIS STRUCTURE 45 YEARS OR OLDER PER RECORDS OF THE TRAVIS CENTRAL APPRAISAL DISTRICT (TCAD), CONTRIBUTING TO A NATIONAL REGISTER HISTORIC DISTRICT, OR ZONED 'H' FOR HISTORIC LANDMARKS OR HD FOR PROPERTIES IN LOCALLY DESIGNATED HISTORIC DISTRICTS? # EXISTING BEDROOMS # BEDROOMS UPON COMPLETION # BATHS EXISTING # BATHS UPON COMPLETION PROJECT DESCRIPTION TRADE PERMITS REQUIRED: ARE ANY EXISTING STRUCTURES ON THIS SITE A NON-COMPLIANT STRUCTURE BASED ON A YARD SETBACK REQUIREMENT? DOES ANY STRUCTURE (OR AN ELEMENT OF A STRUCTURE) EXTEND OVER OR BEYOND A REQUIRED YARD? IS FRONT YARD SETBACK AVERAGING BEING UTILIZED ON THIS PROPERTY? HEIGHT INFORMATION NUMBER OF FLOORS # OF PARKING SPACES REQUIRED # OF PARKING SPACES PROVIDED IS A SIDEWALK REQUIRED FOR THE PROPOSED CONSTRUCTION WILL A TYPE 'I' DRIVEWAY APPROACH BE INSTALLED, RELOCATED, REMOVED OR REPAIRED AS PART OF THIS PROJECT? WIDTH OF APPROACH (MEASURED AT PROPERTY LINE) DISTANCE FROM INTERSECTION (FOR CORNER LOTS ONLY) ARE STORM SEWER INLETS LOCATED WITHIN TEN (10) FEET OF THE END OF ANY PROPOSED DRIVEWAY? N N N N Y N N Y N N Y 4 ? N Y Y Y N N N N Y N N N Y 3 4 2 4 N N N 2 2 2 N Y 16'-2" 100' N SINGLE FAMILY RESIDENTIAL SINGLE FAMILY RESIDENTIAL NEW CONSTRUCTION TWO STORY WOOD FRAME SLAB ON GRADE ELECTRIC / PLUMBING / MECHANICAL (HVAC) / CONCRETE (R.O.W.) WWW.PLANITTEXAS.COM PLANITTX@GMAIL.COM 512.680.0856 10/31/2024 I E C N E D S E R D R O F T R A H D A O R D R O F T R A H 6 2 4 2 3 0 7 8 7 S A X E T , I N T S U A REVISIONS G1 NOTES COPYRIGHT © (LDC 25-2-492) (LDC 25-2-513) (LDC 25-2, SUBCHAPTER F, SEC 2.3 OR 25-2-778) 32'-0" (LDC 25-1-21 OR 25-2 SUBCHAPTER F, SECTION 3.4) (LDC 25-6 APPENDIX A & 25-6-478) (LDC 25-6 APPENDIX A & 25-6-478) (LDC 25-6-353) (SIDEWALKS ARE TO BE INSTALLED ON ANY NEW CONSTRUCTION OF A SINGLE FAMILY, TWO FAMILY OR DUPLEX RESIDENTIAL STRUCTURE AND ANY ADDITION TO AN EXISTING BUILDING THAT INCREASES THE BUILDING'S GROSS FLOOR AREA BY 50% OR MORE.) DATE OCTOBER 31, 2024 ISSUE PURPOSE FOR CONSTRUCTION DRAWN BY WMS LEVEL ROOM NAME MEASUREMENTS / CALCULATIONS FINISHES, UNO (REFER TO FINISH SCHEDULE) FLOOR AREA (SF) PERIMETER LENGTH (LF) PLATE HEIGHT (FT) VOLUME (FT³) WALL AREA (SF) WALL BASE CEILING WALLS FLOOR NOTES ROOM SCHEDULE MANUFACTURER # COLOR/PATTERN FINISH/SHEEN NOTES FINISH SCHEDULE SCHEDULE NOTES: 1. 2. VERIFY INFORMATION IN FIELD AND WITH MANUFACTURER(S) AS REQUIRED. CALLOUTS THAT ARE BLANK, RED, OR MARKED 'X' TO BE CONFIRMED WITH OWNER. INSIDE INSIDE INSIDE INSIDE SHERWIN WILLIAMS SHERWIN WILLIAMS SW7006 SW7007 EXTRA WHITE BRIGHT WHITE TRIM PAINT EMINENCE HIGH PERFORMANCE CEILING PAINT OUTSIDE/KEYSIDE OUTSIDE/KEYSIDE OUTSIDE/KEYSIDE OUTSIDE/KEYSIDE INSIDE INSIDE INSIDE INSIDE RH RIGHT HAND INSIDE LH LEFT HAND INSIDE RHR RIGHT HAND REVERSE LHR LEFT HAND REVERSE OUTSIDE/KEYSIDE OUTSIDE/KEYSIDE OUTSIDE/KEYSIDE OUTSIDE/KEYSIDE OUTSIDE/KEYSIDE OUTSIDE/KEYSIDE BA BOTH ACTIVE RHA RIGHT HAND ACTIVE LHA LEFT HAND ACTIVE RHRA LHRA RIGHT HAND REVERSE ACTIVE LEFT HAND REVERSE ACTIVE BAR BOTH ACTIVE REVERSE INTERIOR INTERIOR HARDWARE STYLE INTERIOR HARDWARE FINISH EXTERIOR DOOR FINISH EXTERIOR EXTERIOR HARDWARE STYLE EXTERIOR HARDWARE FINISH NOTES MANUFACTURER MODEL FINISH NOTES APPLIANCE SCHEDULE 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 FRONT PORCH REAR PORCH FOYER STAIR CLOSET COAT CLOSET OFFICE IT CLOSET GUEST BEDROOM GUEST CLOSET BATH 2 GUEST NOOK KITCHEN BREAKFAST DINING LIVING ROOM MASTER NOOK MASTER BEDROOM MASTER BATH WATER CLOSET (WC) LINEN MASTER CLOSET GARAGE LOFT BEDROOM 3 BEDROOM 3 CLOSET BATHROOM 3 BEDROOM 4 BEDROOM 4 CLOSET BATHROOM 4 LINEN GAME ROOM GAME ROOM CLOSET 75 63 207 15 5 194 11 167 16 50 19 200 152 226 363 27 413 268 16 6 152 494 266 192 52 68 172 68 68 7 251 36 36'-6" 32'-5" 63'-0" 17'-6" 9'-5" 56'-4" 13'-2" 51'-9" 17'-5" 30'-3" 17'-7" 58'-4" 51'-10" 59'-11" 80'-0" 22'-1" 82'-9" 68'-9" 16'-9" 10'-0" 52'-2" 92'-6" 84'-2" 55'-11" 29'-7" 39'-9" 52'-6" 35'-10" 38'-5" 10'-9" 68'-6" 30'-3" 10'-0" 10'-0" 20'-10" VARIES 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 20'-10" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-7" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 750 630 4,313 ### 50 1,940 110 1,670 160 500 190 2,000 1,520 2,260 7,563 270 4,130 2,680 160 60 1,520 5,228 2,394 1,728 468 612 1,548 612 612 63 2,259 324 365 324 1,313 ### 94 563 132 518 174 303 176 583 518 599 1,667 221 828 688 168 100 522 979 758 503 266 358 473 323 346 97 617 272 B1/P1 B1/P1 B1/P1 B1/P1 B1/P1 B1/P1 B1/P1 B1/P1 B1/P1 B1/P1 B1/P1 B1/P1 B1/P1 B1/P1 B1/P1 B1/P1 B1/P1 B1/P1 B1/P1 B1/P1 B1/P1 B1/P1 B1/P1 B1/P1 B1/P1 B1/P1 B1/P1 B1/P1 B1/P1 B1/P1 B1/P1 B1/P1 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 ROOM SCHEDULE NOTES: 1. MEASUREMENTS ARE APPROXIMATE AND DO NOT TAKE OPENINGS, FENESTRATION, UTILITIES, ACCENTS, FIXTURES, ETC. INTO CONSIDERATION. 2. EXACT MEASUREMENTS AND CALCULATIONS TO BE VERIFIED BY CONTRACTOR. 3. IF INFORMATION ON SCHEDULE CONFLICTS WITH INFORMATION IN OTHER AREAS OF THE PLANS, NOTIFY DESIGNER IMMEDIATELY. 4. MEASUREMENTS/CALCULATIONS MAY NOT TAKE VARYING PLATE HEIGHTS AND/OR NON-UNIFORM CEILINGS INTO ACCOUNT. REFER TO PLANS FOR ADDITIONAL DETAIL. 5. DEFINITIONS FLOOR AREA: SURFACE AREA WITHIN WALL FINISH FACES OF AREA/ROOM PERIMETER LENGTH: FLOOR AREA'S BORDER LENGTH OF AN AREA/ROOM PLATE HEIGHT: TOP OF PLATE VOLUME = FLOOR AREA X PLATE HEIGHT WALL AREA = PERIMETER LENGTH X PLATE HEIGHT X GENERAL DOOR SCHEDULE NOTATION TYPE INTERIOR (I) / EXTERIOR (E) MODEL HAND WIDTH HEIGHT RO WIDTH RO HEIGHT INTERIOR DOOR FINISH 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 7'-0" 7'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 6'-8" 8'-0" 7'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" BA RHR BA RHR - LHR RHR - LHR RH BAR BA - - RH LH - - - - RHR - RH RH - LH LHR RH RH RH 6'-0" 2'-0" 4'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 3'-0" 4'-0" 3'-6" 9'-0" 3'-0" 2'-8" 16'-0" 2'-0" 3'-0" 5'-0" 2'-4" 3'-6" 2'-8" 2'-8" 5'-0" 2'-8" 2'-4" 2'-4" 2'-8" 2'-0" DOUBLE SINGLE DOUBLE SINGLE POCKET SHOWER SHOWER POCKET SINGLE SINGLE DOUBLE DOUBLE CASED OPENING SLIDER SINGLE SINGLE OVERHEAD POCKET CASED OPENING CASED OPENING SINGLE CASED OPENING SINGLE SINGLE BYPASS SINGLE SINGLE SINGLE SINGLE SINGLE NOT USED SINGLE SINGLE SINGLE BYPASS BYPASS A B C D E F G H I J K L M N O P Q R S T U V W Y Z AA AB AC AD AE AF AG AH AI AJ AK NOTES: 1. CONFIRM SIZE OF CLOSET AND DOOR WITH MECHANICAL CONTRACTOR. IF OPENING OR SPACE IS INSUFFICIENT, NOTIFY DESIGNER AND OWNER BEFORE PROCEEDING. 2. CONFIRM SPECS WITH SHOWER/GLASS INSTALLER. ENSURE DOOR INSTALLATION/SWING DOES NOT INTERFERE WITH TOWEL BAR, LIGHT SWITCHES, ETC. 3. CONFIRM W/ CERTIFIED ANDERSEN INSTALLER. 4. 6 PANEL, HOLLOW CORE, PAINT GRADE. PAINT DOOR TO MATCH TRIM PAINT COLOR. CONFIRM EXACT DOOR SELECTION WITH OWNER. E I I I I I I I I I I I I E E I E I I I I I I I I I I I I I I I I I I I 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 2'-8" 2'-0" 2'-4" 5'-0" 5'-0" RH LH RH - - X WINDOW SCHEDULE NOTATION TYPE MANUFACTURER MODEL WIDTH HEIGHT RO WIDTH RO HEIGHT HH (AFF) INTERIOR FINISH EXTERIOR FINISH HARDWARE FINISH NOTES A B C D E F G H I J K L M N O P Q R S T U V W X Y NOTE: PICTURE PICTURE PICTURE PICTURE PICTURE PICTURE PICTURE PICTURE PICTURE PICTURE PICTURE SINGLE HUNG MULLED PICTURE PICTURE PICTURE PICTURE SINGLE HUNG MULLED SINGLE HUNG MULLED SINGLE HUNG MULLED PICTURE PICTURE PICTURE PICTURE PICTURE PICTURE 1'-6" 1'-6" 5'-0" 5'-0" 2'-0" 2'-0" 2'-0" 5'-0" 2'-0" 8'-0" 5'-0" 6'-0" 1'-6" 1'-6" 1'-6" 1'-6" 6'-0" 6'-0" 6'-0" 1'-6" 1'-6" 1'-6" 1'-6" 2'-0" 2'-0" 8'-0" 8'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 6'-0" 5'-0" 5'-0" 6'-0" 6'-0" 6'-0" 6'-0" 5'-0" 5'-0" 5'-0" 6'-0" 6'-0" 6'-0" 6'-0" 3'-6" 3'-6" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 9'-4" 8'-0" 8'-0" 19'-3" 19'-3" 19'-3" 19'-3" 6'-8" 6'-8" 6'-8" 19'-3" 19'-3" 19'-3" 19'-3" 8'-0" 8'-0" X# NOTATION B1 C1 C2 C3 C4 C5 C6 C7 P1 P2 TYPE BASE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT SLAB/STONE SLAB/STONE SLAB/STONE SLAB/STONE SLAB/STONE SLAB/STONE SLAB/STONE SLAB/STONE SLAB/STONE SLAB/STONE TILE TILE TILE TILE TILE TILE TILE TILE TILE TILE TILE TILE WOOD WOOD WOOD WOOD P10 S1 P3 P4 P5 P6 P7 P8 P9 S2 S3 S4 S5 S6 S7 S8 S9 T1 T2 T3 T4 T5 T6 T7 T8 T9 S10 T10 T11 T12 W1 W2 W3 W4 A# F# L# P# NOTATION A1 A2 A3 A4 A5 A6 A7 A8 A9 A10 A11 TYPE REFRIGERATOR FREEZER OVEN DISHWASHER MICROWAVE RANGE/STOVE BEVERAGE COOLER ICE MAKER VENT HOOD WASHER DRYER NOTATION F1 F2 F3.1 F3.2 F3.3 F4 F5.1.1 F5.1.2 F5.1.3 F5.2.1 F5.2.2 F5.2.3 NOTATION L1.1.1 L1.1.2 L1.2.1 L1.2.2 L1.3.1 L1.3.2 L1.4.1 L1.4.2 L2.1.1 L2.1.2 L2.2.1 L2.2.2 L2.3.1 L2.3.2 L2.4.1 L2.4.2 L3.1 L4.1 L4.2 L5.1.1 L5.1.2 L5.5.1 L6 L7 L8 L8.1 TYPE TP HOLDER TOWEL HOOK/RING TOWEL BAR (12") TOWEL BAR (18") TOWEL BAR (24") CABINET PULL LOUVER LOUVER LOUVER LOUVER LOUVER LOUVER TYPE RECESSED CAN RECESSED CAN RECESSED CAN RECESSED CAN RECESSED CAN RECESSED CAN RECESSED CAN RECESSED CAN MINI-CAN MINI-CAN MINI-CAN MINI-CAN MINI-CAN MINI-CAN MINI-CAN MINI-CAN SURFACE MOUNT CEILING FAN CEILING FAN W/ LIGHT WALL SCONCE WALL SCONCE WALL SCONCE FAN/LIGHT WALL SCONCE CEILING FAN FAN/LIGHT NOTATION P1 P2 P3 P4 P5 P6 P7 P8 P9 P10 TYPE TOILET LAVATORY LAVATORY FAUCET SHOWER HEAD SHOWER WAND RAIN HEAD SINK SINK FAUCET DISPOSAL WATER HEATER 1X6 S4S INTERIOR EXPOSED, UNO EXTERIOR EXPOSED, UNO WALKING SURFACES AROUND POOL AS NOTED ON SITE PLAN TROWELED BROOM EXPOSED AGGREGATE SALT STAMPED STAINED POLISHED HIGH GLOSS FLAT SATIN SATIN SATIN SATIN SATIN SATIN COMMON WALLS BATHROOM WALLS MASTER BATHROOM WALLS KITCHEN WALLS CLOSET WALLS GARAGE WALLS QUARTZ (ENGINEERED) COUNTERTOPS AND BACKSPLASHES POLISHED COUNTERTOPS AND BACKSPLASHES GRANITE MARBLE NATURAL STONE - QUARTZITE NATURAL STONE - LIMESTONE NATURAL STONE - TRAVERTINE NATURAL STONE - SOAPSTONE NATURAL STONE - SLATE CULTURED MARBLE LAMINATE COUNTERTOPS AND BACKSPLASHES COUNTERTOPS AND BACKSPLASHES COUNTERTOPS AND BACKSPLASHES COUNTERTOPS AND BACKSPLASHES COUNTERTOPS AND BACKSPLASHES COUNTERTOPS AND BACKSPLASHES COUNTERTOPS AND BACKSPLASHES COUNTERTOPS AND BACKSPLASHES BATHROOM FLOOR SHOWER FLOOR SHOWER WALL SHOWER WALL ACCENT SHAMPOO NICHE MASTER BATHROOM FLOOR MASTER SHOWER FLOOR MASTER SHOWER WALL MASTER SHOWER WALL ACCENT MASTER SHAMPOO NICHE KITCHEN FLOOR SMOOTH KITCHEN BACKSPLASH FLOORS, NATURAL SELECT SOLID HARDWOOD CABINET FINISH, CONFIRM WITH CABINET MANUFACTURER SOFFIT, TRADITIONAL PANELING, 1X6 V-GROOVE ROUGH SAWN SIDING, SHIPLAP, DOUGLAS FIR MANUFACTURER MODEL NOTES FURNISHING SCHEDULE FINISH UNFINISHED ROUGH SAWN RED CEDAR UNFINISHED ROUGH SAWN RED CEDAR UNFINISHED ROUGH SAWN RED CEDAR PAINT GRADE PAINT GRADE PAINT GRADE RECTANGLE CIRCLE TRIANGLE RECTANGLE CIRCLE TRIANGLE LIGHTING FIXTURE SCHEDULE NOTES MANUFACTURER RE: ELECTRICIAN RE: ELECTRICIAN RE: ELECTRICIAN RE: ELECTRICIAN RE: ELECTRICIAN RE: ELECTRICIAN RE: ELECTRICIAN RE: ELECTRICIAN RE: ELECTRICIAN RE: ELECTRICIAN RE: ELECTRICIAN RE: ELECTRICIAN RE: ELECTRICIAN RE: ELECTRICIAN RE: ELECTRICIAN RE: ELECTRICIAN MODEL RE: ELECTRICIAN RE: ELECTRICIAN RE: ELECTRICIAN RE: ELECTRICIAN RE: ELECTRICIAN RE: ELECTRICIAN RE: ELECTRICIAN RE: ELECTRICIAN RE: ELECTRICIAN RE: ELECTRICIAN RE: ELECTRICIAN RE: ELECTRICIAN RE: ELECTRICIAN RE: ELECTRICIAN RE: ELECTRICIAN RE: ELECTRICIAN FINISH WHITE TRIM BLACK TRIM WHITE TRIM BLACK TRIM WHITE TRIM BLACK TRIM WHITE TRIM BLACK TRIM WHITE TRIM BLACK TRIM WHITE TRIM BLACK TRIM WHITE TRIM BLACK TRIM WHITE TRIM BLACK TRIM FLAT CEILING FLAT CEILING SLOPED CLING SLOPED CLING FLAT CEILING, DAMP LOCATION FLAT CEILING, DAMP LOCATION SLOPED CEILING, DAMP LOCATION SLOPED CEILING, DAMP LOCATION FLAT CEILING FLAT CEILING SLOPED CLING SLOPED CLING FLAT CEILING, DAMP LOCATION FLAT CEILING, DAMP LOCATION SLOPED CEILING, DAMP LOCATION SLOPED CEILING, DAMP LOCATION MANUFACTURER MODEL NOTES PLUMBING FIXTURE SCHEDULE FINISH RE: PLUMBER RE: PLUMBER - TANKLESS. MOUNT FACE OF WATER HEATER FLUSH WITH STONE. EXACT MODEL TO BE SELECTED BY PLUMBER. WWW.PLANITTEXAS.COM PLANITTX@GMAIL.COM 512.680.0856 10/31/2024 I E C N E D S E R D R O F T R A H D A O R D R O F T R A H 6 2 4 2 3 0 7 8 7 S A X E T , I N T S U A REVISIONS DATE OCTOBER 31, 2024 ISSUE PURPOSE FOR CONSTRUCTION DRAWN BY WMS G2 SCHEDULES COPYRIGHT © 0 7 5 0 7 5 569.7' 572.0' 2 F B U S / 3 574.0' 5 SUBF-2 3/SUBF2 577.6' SHAMPOO NICHE 17'-915 16" PORTION 4 40'-0" PORTION 3 40'-0" PORTION 2 40'-0" PORTION 1 573.8' 576.2' 579.3' 4/SUBF2 577.8' 25'-0" 2 F B U S / 1 0 8 5 1ST FLOOR 2ND FLOOR 3RD FLOOR AREA W/ CEILING > 15' GROUND FLOOR PORCH BASEMENT ATTIC GARAGE (ATTACHED) GARAGE (DETACHED) CARPORT (ATTACHED) CARPORT (DETACHED) SUBCHAPTER F - GROSS FLOOR AREA EXST SF TO REMAIN NEW / ADDED SF 3006 1351 PROPOSED EXEMPTION TOTAL SF APPLIED EXEMPTION SF 0 0 0 0 0 0 0 0 0 0 0 0 0 - - - - 634 MUST FOLLOW ARTICLE 3.3.5 FULL PORCH SF (3.3.3.A) 200 SF (3.3.3 A 2) 257 MUST FOLLOW ARTICLE 3.3.3B, SEE NOTE BELOW MUST FOLLOW ARTICLE 3.3.3C, SEE NOTE BELOW 418 200 SF (3.3.2 B 1) 450 SF (3.3.2.A 1 / 2A) 200 SF (3.3.2.B 2A / 2B) 450 SF (3.3.2.A 3) 200 SF (3.3.2.B 1) 0 450 SF (3.3.2 A 1) 0 0 0 0 0 0 - - - - 257 0 0 0 0 0 0 0 3006 1351 634 418 0 0 0 0 0 0 0 0 TOTAL GROSS FAR % Max Allowed FAR SF (2,300 SF MIN) Max Allowed FAR % 39.99% 5,410 40.00% WWW.PLANITTEXAS.COM PLANITTX@GMAIL.COM 512.680.0856 ACCESSORY BUILDING(S) (DETACHED) TOTALS 5666 TOTAL GROSS FLOOR AREA 5,409 THE GROSS FLOOR AREA OF EACH FLOOR IS MEASURED AS THE AREA CONTAINED WITHIN THE OUTSIDE EDGE OF THE EXTERIOR WALLS. 10/31/2024 1. GROUND FLOOR PORCH EXEMPTION: A GROUND FLOOR PORCH, INCLUDING A SCREENED PORCH, MAY BE EXEMPTED, PROVIDED THAT THE PORCH IS NOT ACCESSIBLE BY AUTOMOBILE AND IS NOT CONNECTED TO A DRIVEWAY; AND THE EXEMPTION MAY NOT EXCEED 200 SQUARE FEET IF A PORCH HAS HABITABLE SPACE OR A BALCONY ABOVE IT. 2. GARAGE AND CARPORT EXEMPTIONS (IN RELATION TO PRIMARY STRUCTURE): EXEMPTIONS MUST FOLLOW THE CODE AS OUTLINED IN TITLE 25-2 SUBCHAPTER F 3.3.2. EACH AMOUNT LISTED (450 OR 200) IS THE MAXIMUM EXCLUSION ALLOWED PER THE ARTICLE DESIGNATED. NOTE: ARTICLE 3.3.2.C, "AN APPLICANT MAY RECEIVE ONLY ONE 450-SQUARE FOOT EXEMPTION PER SITE UNDER PARAGRAPH A. AN APPLICANT WHO RECEIVES A 450-SQUARE FOOT EXEMPTION MAY RECEIVE AN ADDITIONAL 200-FOOT EXEMPTION FOR THE SAME SITE UNDER PARAGRAPH B, BUT ONLY FOR AN ATTACHED PARKING AREA USED TO MEET MINIMUM PARKING REQUIREMENTS. 3. ORDINANCE ARTICLE 3.3.2 B 1 IS 200 SQ. FT. EXEMPTION MAY BE COMBINED WITH A 450 SQ. FT. EXEMPTION. OTHERWISE ONLY ONE 450 EXEMPTION OR ONE 200 SQ. FT. EXEMPTION MAY BE TAKEN. 4. BASEMENT EXEMPTION: A HABITABLE PORTION OF A BUILDING THAT IS BELOW GRADE MAY BE EXEMPTED IF THE HABITABLE PORTION DOES NOT EXTEND BEYOND THE FIRST-STORY FOOTPRINT AND IS BELOW NATURAL OR FINISHED GRADE, WHICHEVER IS LOWER; AND IT IS SURROUNDED BY NATURAL GRADE FOR AT LEAST 50% OF ITS PERIMETER WALL AREA AND THE FINISHED FLOOR OF THE FIRST STORY IS NOT MORE THAN THREE FEET ABOVE THE AVERAGE ELEVATION AT THE INTERSECTIONS OF THE MINIMUM FRONT YARD SETBACK LINE AND THE SIDE PROPERTY LINES. 5. HABITABLE ATTIC EXEMPTION: A HABITABLE PORTION OF AN ATTIC MAY BE EXEMPTED IF: 1) THE ROOF ABOVE IT IS NOT A FLAT OR MANSARD ROOF AND HAS A SLOPE OF 3 TO 12 OR GREATER; 2) IT IS FULLY CONTAINED WITHIN THE ROOF STRUCTURE; 3) IT HAS ONLY ONE FLOOR; 4) IT DOES NOT EXTEND BEYOND THE FOOTPRINT OF THE FLOORS BELOW; 5) IT IS THE HIGHEST HABITABLE PORTION OF THE BUILDING, OR A SECTION OF THE BUILDING, AND ADDS NO ADDITIONAL MASS TO THE STRUCTURE; AND 6) FIFTY PERCENT OR MORE OF THE AREA OVER 5 FEET HAS A CEILING HEIGHT OF SEVEN FEET OR LESS. I E C N E D S E R D R O F T R A H D A O R D R O F T R A H 6 2 4 2 3 0 7 8 7 S A X E T , I N T S U A REVISIONS DATE OCTOBER 31, 2024 ISSUE PURPOSE FOR CONSTRUCTION DRAWN BY WMS SUBF-1 SUBCHAPTER-F SITE PLAN COPYRIGHT © NEW SITE PLAN N 1 1:10 SITE PLAN - EXISTING N 1 1:30 32' MAXIMUM HEIGHT 32' MAXIMUM HEIGHT TOP OF RIDGE 29'-11 1/4" TOP OF PLATE - FOYER 23'-0" TOP OF PLATE - SECOND FLOOR 20'-9 1/2" ° 5 4 45° " 0 - ' 2 3 " 0 - ' 5 1 PROPERTY LINE TOP OF SUBFLOOR 11'-8 3/8" TOP OF TRUSS 11'-7 1/8" TOP OF PLATE - FIRST FLOOR 10'-1 1/8" BUILDING SETBACK LINE TOP OF SLAB 0'-0" 15'-0" PROPERTY LINE 15'-0" BUILDING SETBACK LINE 2 REAR ELEVATION 1/8" = 1'-0" TOP OF RIDGE 29'-11 1/4" TOP OF PLATE - FOYER 23'-0" TOP OF PLATE - SECOND FLOOR 20'-9 1/2" TOP OF SUBFLOOR 11'-8 3/8" TOP OF TRUSS 11'-7 1/8" TOP OF PLATE - FIRST FLOOR 10'-1 1/8" ° 5 4 TOP OF SLAB 0'-0" 5'-0" PROPERTY LINE BUILDING SETBACK LINE ° 5 4 " 0 - ' 5 1 PROPERTY LINE 62'-23 4" 82'-31 2" BUILDING SETBACK LINE TOP OF RIDGE 29'-11 1/4" TOP OF PLATE - FOYER 23'-0" TOP OF PLATE - SECOND FLOOR 20'-9 1/2" TOP OF SUBFLOOR 11'-8 3/8" TOP OF TRUSS 11'-7 1/8" TOP OF PLATE - FIRST FLOOR 10'-1 1/8" BUILDING SETBACK LINE TOP OF SLAB 0'-0" PROPERTY LINE 25'-0" 40'-0" PORTION 1 40'-0" PORTION 2 40'-0" PORTION 3 10'-0" 23'-65 8" " 0 - ' 2 3 " 0 - ' 5 1 " 0 - ' 2 3 " 0 - ' 5 1 " 0 - ' 2 3 " 0 - ' 5 1 40'-0" PORTION 2 40'-0" PORTION 1 32' MAXIMUM HEIGHT " 0 - ' 2 3 " 0 - ' 5 1 45° 5'-0" PROPERTY LINE BUILDING SETBACK LINE 52'-63 4" 72'-8" 1 FRONT ELEVATION 1/8" = 1'-0" TOP OF RIDGE 29'-11 1/4" TOP OF PLATE - FOYER 23'-0" TOP OF PLATE - SECOND FLOOR 20'-9 1/2" TOP OF SUBFLOOR 11'-8 3/8" TOP OF TRUSS 11'-7 1/8" TOP OF PLATE - FIRST FLOOR 10'-1 1/8" TOP OF SLAB 0'-0" 25'-0" " 0 - ' 2 3 PROPERTY LINE BUILDING SETBACK LINE " 0 - ' 5 1 3 SIDE ELEVATION 1/8" = 1'-0" 45° " 0 - ' 5 1 PROPERTY LINE " 0 - ' 5 1 " 0 - ' 5 1 BUILDING SETBACK LINE " 0 - ' 2 3 " 0 - ' 5 1 13'-75 8" PORTION 4 4 SIDE ELEVATION 1/8" = 1'-0" 40'-0" PORTION 3 WWW.PLANITTEXAS.COM PLANITTX@GMAIL.COM 512.680.0856 10/31/2024 I E C N E D S E R D R O F T R A H D A O R D R O F T R A H 6 2 4 2 3 0 7 8 7 S A X E T , I N T S U A REVISIONS DATE OCTOBER 31, 2024 ISSUE PURPOSE FOR CONSTRUCTION DRAWN BY WMS SUBF-2 SUBCHAPTER-F EXHIBIT COPYRIGHT © TOP OF RIDGE 29'-11 1/4" TOP OF PLATE - FOYER 23'-0" TOP OF PLATE - SECOND FLOOR 20'-9 1/2" TOP OF SUBFLOOR 11'-8 3/8" TOP OF TRUSS 11'-7 1/8" TOP OF PLATE - FIRST FLOOR 10'-1 1/8" ° 5 4 TOP OF SLAB 0'-0" 5'-0" PROPERTY LINE BUILDING SETBACK LINE 18" TALL TRUSS SHOWN (CONFIRM WITH ENGINEER) 18" TALL TRUSS SHOWN (CONFIRM WITH ENGINEER) 62'-23 4" 82'-31 2" 45° " 0 - ' 2 3 " 0 - ' 5 1 PROPERTY LINE 15'-0" 5 SECTION 1/8" = 1'-0" W W W W W W W W W W W 1601 1602 W W W W W W W W W W W 1603 MATERIAL STAGING AREA R E T S P M U D SPOILS AREA 1607 1604 1605 1606 1608 1609 1610 1611 1613 1614 1612 Xref .\ELEV-INT-NEW.dwg PORT -O- CAN WASH STATION (CONC) WASH STATION (PAINT) W W W W W W 1615 W W W W W W W W W W 1616 WASHER A6 DRYER A7 DISHWASHER SHAMPOO NICHE 2% SLOPE 1 R O D / 1 S H E L F 5 SHELVES 1 R O D / 1 S H E L F 1 R O D / 1 S H E L F I M C R O W A V E W W W W W W W W W W 1ROD/1SHELF SLOPE DOWN (1:50) SLOPE DOWN (1:50 MAX) 5 SHELVES 1 R O D / 1 S H E L F S E V L E H S 5 SX / T 8 1 R 9 1 P U 1ROD/1SHELF 1ROD/1SHELF FX E P O L S % 2 5 SHELVES E C A P S E E N K W W W W W W W W W W W W W W W W W W W W TREE PRESERVATION ANALYSIS N 1 1:10 NOTES: 1. REFER TO SURVEY 0/AD0.1 FOR TREE SCHEDULE. PO (SCHED FOR DEMO) 10/31/2024 TREE SCHEDULE ? E E R T D E T C E T O R P ) " 9 1 = > Ø Z R C ( Y N N N N N N N N N N N N N Y Y-H Y-H N ? M E T S - I T L U M N N N N N N N N N N N N N N N N N Y/N 1134 76 0 76 6.7 93.3 Y/N ) F S ( T C A P M I L A T O T ) D E S O P O R P + G N T S X E I I ( T A T F E L Z R C ) % ( E D A R G L A R U T A N E E R T S T E E M E E R T I N O T A V R E S E R P I ? A R E T R C I T C R A P M I L A T O T ) % ( Z R C O T - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 459 1133 36.5 46.0 63.5 54.0 Y/N Y/N I G N T S X E I ) F S ( S T C A P M I D E S O P O R P ) F S ( S T C A P M I ) F S ( Z R C 907 380 907 452 452 615 201 314 452 - - - - - - - - - - - - - - - - - - 531 1017 707 380 1256 2462 2826 254 - - - - - - 453 1133 - - - - 0 0 - - SPECIES ) " Ø ( R E P I L A C 13 18 15 11 20 28 30 9 19 ELM 17 ELM 11 ELM 17 ELM 12 ELM 12 ELM 14 ELM 8 ELM 10 ELM 12 ELM ELM ELM ELM ELM ELM PO PO # E E R T 1601 1602 1603 1604 1605 1606 1607 1608 1609 1610 1611 1612 1613 1614 1615 1616 1617 1618 WW GENERAL SITE NOTES 1. THE CONTRACTOR SHALL INSTALL EROSION/SEDIMENTATION CONTROLS AND TREE/NATURAL AREA PROTECTIVE FENCING PRIOR TO ANY SITE PREPARATION WORK (CLEARING, GRUBBING, OR EXCAVATION). THE PLACEMENT OF EROSION/SEDIMENTATION CONTROLS SHALL BE IN ACCORDANCE WITH THE ENVIRONMENTAL CRITERIA MANUAL AND THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN. PERMANENT EROSION CONTROLS: ALL DISTURBED AREAS SHALL BE RESTORED PER COA RULES AND REGULATIONS. PROVIDE TREE PROTECTION PER COA GUIDELINES AT ALL TIMES. NO CUT OR FILL GREATER THAN 4" IS ALLOWED WITHIN THE 1/2 CRZ OF PROTECTED TREES (19" OR GREATER), AND THERE IS NO IMPACT ALLOWED WITHIN THE 1/4 CRZ. DEMOLITION WITHIN THE 1/4 AND 1/2 CRZ OF PROTECTED TREES MUST BE DONE WITH HAND TOOLS. GENERAL TREE NOTES 1. TREE PROTECTION SHALL COMPLY WITH ALL REQUIREMENTS OF ENVIRONMENTAL CRITERIA MANUAL SECTION 3.6. TREE PROTECTION SHALL BE INSTALLED PRIOR TO THE BEGINNING OF ANY WORK ON SITE AND MAINTAINED UNTIL PROJECT COMPLETION. FENCING SHALL BE CHAIN-LINK MESH WITH A MINIMUM HEIGHT OF 5’, INSTALLED ON STEEL T-POSTS WITH A MINIMUM SPACING OF 10’ BETWEEN POSTS. FENCING SHALL BE CONTINUOUS AND CREATE A CLOSED, INACCESSIBLE AREA OF ROOT ZONE PROTECTION. FENCING SHALL NOT BE MOVED DURING THE PROJECT WITHOUT AUTHORIZATION BY CITY INSPECTOR. FENCING SHALL ENCOMPASS THE ENTIRETY OF THE CRZ NOT APPROVED FOR EITHER IMPACTS OR ALTERNATIVE PROTECTION. FENCED AREAS SHALL NOT BE USED FOR MATERIAL STORAGE AND SHALL BE KEPT FREE OF LITTER. MULCH IS REQUIRED FOR ANY PORTION OF THE CRZ THAT HAS NOT BEEN APPROVED FOR IMPACTS AND THAT CANNOT BE PROTECTED BY FENCING. MULCH SHALL BE OF A NATURAL HARDWOOD TYPE AND INSTALLED TO A MINIMUM DEPTH OF 8” ON ANY PORTION OF THE CRZ NOT PROTECTED BY FENCING. MULCH SHALL NOT EXCEED 12” IN DEPTH, SHALL NOT CONTACT THE TRUNK, AND SHALL BE REMOVED AT THE END OF THE PROJECT. PORTIONS OF THE CRZ PROTECTED BY FENCING DO NOT REQUIRE MULCH UNLESS THE SOIL HAS BEEN DISTURBED, IN WHICH CASE THEY REQUIRE MULCH INSTALLED TO A DEPTH OF 3”. MULCH USED WITHIN THE HALF CRZ SHALL BE TOPPED BY DECKING TO PROVIDE ADDITIONAL PROTECTION AGAINST COMPACTION. DECKING TO BE BREATHABLE RUBBER MATS OR 3/4-INCH PLYWOOD SHEETS ANCHORED TO 2X6 SLEEPERS ON TOP OF THE HARDWOOD TO CREATE A WORK SURFACE. REMOVE THESE MATERIALS WHEN NOT IN USE TO AVOID SUFFOCATING THE CRZ. TRUNK OR BRANCH WRAPPING IS REQUIRED WHEN PROTECTIVE FENCING IS INSTALLED WITHIN 5’ OF THE TRUNK OR WHEN LOW GROWING MAJOR LIMBS ARE AT RISK OF DAMAGE FROM EQUIPMENT AND VEHICLES. DIMENSIONAL LUMBER SUCH AS 2X4S SHALL BE SECURED TO THE BRANCH BY WIRE OR STRAPS. WRAP SHALL NEVER BE SECURED DIRECTLY TO THE BRANCH BY SCREWS OR OTHER METHODS THAT PENETRATE OR OTHERWISE DAMAGE THE TREE. WRAP SHALL BE LOOSENED AND RETIGHTENED EVERY SIX MONTHS. CHEMICAL TOILET, CONCRETE WASHOUT, DUMPSTER OR EQUIPMENT PLACEMENT IS NOT ALLOWED WITHIN THE 1/2 CRZ OF A PROTECTED TREE. CHEMICAL TOILETS AND CONCRETE WASHOUT AREAS SHALL NOT BE LOCATED WITHIN THE CRZ. PRUNING SHALL NOT REMOVE MORE THAN 25% OF THE LIVE CANOPY OF THE TREE, SHALL CONFORM TO THE ANSI A300 STANDARD FOR TREE CARE, AND SHALL BE PERFORMED BY A QUALIFIED ARBORIST. DEMOLITION WITHIN THE CRZ SHALL BE PERFORMED TO MINIMIZE DISTURBANCE TO THE CRZ AND ESPECIALLY TO FRESHLY EXPOSED AREAS OF SOIL. WHERE POSSIBLE MACHINERY SHOULD SIT ON EXISTING HARDSCAPE OR OUTSIDE THE CRZ AND WORK OUTWARDS FROM THE TREE. CONSTRUCTION METHODS SHALL NOT IMPACT THE CRZ BEYOND WHAT HAS BEEN APPROVED. FOUNDATION FORMWORK THAT LIES ADJACENT TO OR OVERLAPS THE HALF CRZ SHALL NOT BE ANCHORED WITHIN THE HALF CRZ BUT SHALL USE A STRONGBACK OR OTHER DESIGN TO AVOID THE HALF CRZ. NO STAKES LARGER THAN #5 REBAR PINS SHALL PENETRATE THE SOIL WITHIN THE HALF CRZ. TRENCHING WITHIN THE HALF CRZ SHALL BE PERFORMED BY AIR SPADE OR OTHER LOW IMPACT EXCAVATION METHOD WITHIN THE TOP 30”. CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE BARK OF ROOTS. ROOTS LARGER THAN 1.5” IN DIAMETER SHALL NOT BE CUT WITHOUT AUTHORIZATION FROM CITY INSPECTOR. 2. 3. 4. 5. 6. 2. 3. 4. 5. 6. 7. 8. 9. 10. WWW.PLANITTEXAS.COM PLANITTX@GMAIL.COM 512.680.0856 I E C N E D S E R D R O F T R A H D A O R D R O F T R A H 6 2 4 2 3 0 7 8 7 S A X E T , I N T S U A REVISIONS TREE ANALYSIS LEGEND TREE ANALYSIS LEGEND CRZ CRZ 1/2 CRZ 1/2 CRZ 1/4 CRZ 1/4 CRZ TREE ID # TREE ID # TRUNK TRUNK # # # # PROTECTED TREE (>=19"Ø) PROTECTED TREE (>=19"Ø) NON-PROTECTED TREE (<19"Ø) NON-PROTECTED TREE (<19"Ø) NON-PROTECTED NON-PROTECTED TREE CRZ TREE CRZ EXISTING STRUCTURE EXISTING STRUCTURE IMPACTING CRZ IMPACTING CRZ PROTECTED TREE PROTECTED TREE FULL CRZ FULL CRZ NEW STRUCTURE NEW STRUCTURE IMPACTING CRZ IMPACTING CRZ PROTECTED TREE PROTECTED TREE 1/2 CRZ 1/2 CRZ NEW SITE WORK NEW SITE WORK IMPACTING CRZ IMPACTING CRZ PROTECTED TREE PROTECTED TREE 1/4 CRZ 1/4 CRZ WOOD CHIP MULCH WOOD CHIP MULCH AREA (8" DEPTH) AREA (8" DEPTH) DATE OCTOBER 31, 2024 ISSUE PURPOSE FOR CONSTRUCTION DRAWN BY L1 TREE PRESERVATION ANALYSIS COPYRIGHT © TREE FENCING TREE FENCING 2" X 4" X 8' PLANKING 2" X 4" X 8' PLANKING ATTACHED TO THE TRUNK ATTACHED TO THE TRUNK OF PROTECTED TREE OF PROTECTED TREE VISITABILITY 1. 2. 3. APPLICABILITY: A PERMIT FOR CONSTRUCTION OF A NEW SINGLE-FAMILY OR DUPLEX DWELLING WITH HABITABLE SPACE ON THE FIRST FLOOR MUST BE DESIGNED AND CONSTRUCTED AS A VISITABLE DWELLING IN COMPLIANCE WITH THE REQUIREMENTS OF SECTION R320 (VISITABILITY). THE REQUIREMENTS OF THIS SECTION ARE LIMITED TO NEW CONSTRUCTION AND DO NOT APPLY TO REMODELS OR ADDITIONS. COMPLIANCE REQUIRED AT PLAN REVIEW: A PERMIT APPLICATION THAT IS SUBJECT TO THIS SECTION MUST INCLUDE DETAILED PLANS PREPARED BY A REGISTERED DESIGN PROFESSIONAL OR OTHER CERTIFIED PROFESSIONAL DEMONSTRATING COMPLIANCE WITH ALL APPLICABLE REQUIREMENTS OF THIS SECTION. VISITABLE BATHROOMS. A VISITABLE DWELLING MUST BE DESIGNED AND CONSTRUCTED WITH AT LEAST ONE BATHROOM GROUP OR A HALF BATH ON THE FIRST FLOOR THAT MEETS THE FOLLOWING REQUIREMENTS: 3.1. A MINIMUM CLEAR OPENING OF 30 INCHES IS REQUIRED; 3.2. LATERAL TWO-INCH BY SIX-INCH OR LARGER NOMINAL WOOD BLOCKING MUST BE INSTALLED FLUSH WITH STUD EDGES OF BATHROOM WALLS; AND 3.3. THE CENTERLINE OF THE BLOCKING MUST BE 34 INCHES FROM 4. 5. 6. 7. AND PARALLEL TO THE INTERIOR FLOOR LEVEL, EXCEPT FOR THE PORTION OF THE WALL LOCATED DIRECTLY BEHIND THE LAVATORY. VISITABLE LIGHT SWITCHES, RECEPTACLES, AND ENVIRONMENTAL CONTROLS. THE FIRST FLOOR OF A VISITABLE DWELLING MUST MEET THE FOLLOWING REQUIREMENTS: 4.1. LIGHT SWITCHES AND ENVIRONMENTAL CONTROLS MUST BE NO HIGHER THAN 48 INCHES ABOVE THE INTERIOR FLOOR LEVEL; AND 4.2. OUTLETS AND RECEPTACLES MUST BE A MINIMUM OF 15 INCHES ABOVE THE INTERIOR FLOOR LEVEL, EXCEPT FOR FLOOR OUTLETS AND RECEPTACLES. VISITABILITY BATHROOM ROUTE. A BATHROOM GROUP OR HALF BATH DESIGNATED FOR VISITABILITY UNDER SECTION R320.3 MUST BE ACCESSIBLE BY A ROUTE WITH A MINIMUM CLEAR OPENING OF 32 INCHES BEGINNING AT THE VISITABLE ENTRANCE DESIGNATED UNDER SECTION 320.6 AND CONTINUING THROUGH THE LIVING ROOM, DINING ROOM, AND KITCHEN, AND BE LEVEL WITH RAMPED OR BEVELED CHANGES AT DOOR THRESHOLDS. 5.1. EXCEPTION: A VISITABLE ROUTE IS NOT REQUIRED THROUGH AN AREA LOCATED ON A SPLIT-LEVEL OR SUNKEN FLOOR, PROVIDED AN ALTEMATIVE ROUTE IS AVAILABLE. VISITABLE DWELLING ENTRANCE. A DWELLING MUST BE ACCESSIBLE BY AT LEAST ONE NOSTEP ENTRANCE WITH A BEVELED THRESHOLD OF ONE-HALF INCH OR LESS AND A DOOR WITH A CLEAR WIDTH OF AT LEAST 32 INCHES. THE ENTRANCE MAY BE LOCATED AT THE FRONT, REAR, OR SIDE, OR IN THE GARAGE OR CARPORT, OF THE DWELLING. EXTERIOR VISITABLE ROUTE. A VISITABLE ENTRANCE APPROVED UNDER SECTION R320.6 MUST HAVE AT LEAST ONE VISITABLE ROUTE WITH A CROSS SLOPE OF NO GREATER THAN TWO PERCENT (1:50) THAT ORIGINATES FROM A GARAGE, DRIVEWAY, PUBLIC STREET, OR PUBLIC SIDEWALK. A RAMP INCLUDED IN AN EXTERIOR VISITABLE ROUTE MUST COMPLY WITH THE RESIDENTIAL CODE. R320.7.1 WAIVER OF EXTERIOR VISITABLE ROUTE PROVISION FOR CERTAIN PROPERTIES. THE REQUIREMENTS OF SECTION R320.7 DO NOT APPLY TO: 7.1. LOTS WITH 10% OR GREATER SLOPE PRIOR TO DEVELOPMENT; OR 7.2. PROPERTIES FOR WHICH COMPLIANCE CANNOT BE ACHIEVED WITHOUT THE USE OF SWITCHBACKS. LEGEND LEGEND VISITABILITY VISITABILITY VISITABLE PATH VISITABLE PATH NO STEP THRESHOLD 2 NTS NOTE: CODE INTERPRETATION CI2013-0002 IS AN APPROVED METHOD OF COMPLIANCE PERTAINING TO THE THRESHOLD. CONTRACTOR TO APPROVE ALTERNATE METHODS WITH CITY OFFICIALS IF NECESSARY. 2 CAR GARAGE PANTRY BREAKFAST KITCHEN O 2 H GAS HB GAS WASHER DRYER LAUNDRY I R E F R G E R A T O R 3 6 " X 3 2 " MUDROOM S A G H2O H20 REFRIGERATOR 36"X36" SHAMPOO NICHE DISHWASHER 2X6 BLOCKING ALIGNED WITH F/O STUDS @ 34" AFF, EXCEPT FOR BEHIND LAVATORY H 2 0 30" X 30" BATH 2 VISITABLE BATHROOM GUEST BEDROOM 2'-8" GUEST NOOK 3'-6" " 0 - ' 5 VISITABLE BATHROOM ROUTE 1ROD/1SHELF REAR PORCH LIVING ROOM DINING FOYER " 0 - ' 6 EXTERIOR VISITABLE ROUTE VISITABLE DWELLING ENTRANCE " 34 0 1 - ' 1 1 FRONT PORCH SLOPE DOWN (1:50 MAX) 6'-51 2" COAT 1 R O D / 1 S H E L F 5 SHELVES IT CLOSET S E V L E H S 5 MASTER BEDROOM MASTER BATH MASTER CLOSET OFFICE H2O H2O FIRST FLOOR 1 1/4" = 1'-0" E C A P S E E N K WC LINEN 5 SHELVES WWW.PLANITTEXAS.COM PLANITTX@GMAIL.COM 512.680.0856 10/31/2024 I E C N E D S E R D R O F T R A H D A O R D R O F T R A H 6 2 4 2 3 0 7 8 7 S A X E T , I N T S U A REVISIONS DATE OCTOBER 31, 2024 ISSUE PURPOSE FOR CONSTRUCTION DRAWN BY V1 VISITABILITY EXHIBIT COPYRIGHT © FRONT VIEW 2 NTS RIGHT SIDE VIEW 3 NTS REAR VIEW 4 NTS WWW.PLANITTEXAS.COM PLANITTX@GMAIL.COM 512.680.0856 10/31/2024 I E C N E D S E R D R O F T R A H D A O R D R O F T R A H 6 2 4 2 3 0 7 8 7 S A X E T , I N T S U A REVISIONS DATE OCTOBER 31, 2024 ISSUE PURPOSE FOR CONSTRUCTION DRAWN BY WMS C1 EXISTING SITE PLAN COPYRIGHT © SITE SURVEY (BY OTHERS) 0 1:30 LEFT SIDE VIEW 5 NTS E E E E E E E E N 1 0 ° 5 7 ' 1 5 " E - 9 1 . 4 1 ' E E E E E E T N E M E V A P F O E G D E WW GAS WW WW WW WW GAS GAS GAS WW WW WW WW GAS GAS GAS GAS W W W W W W W W W W WW WW WW WW GAS GAS GAS WW WW WW WW GAS GAS GAS 1601 E E E 1602 E E E E E R E T S P M U D E SPOILS AREA E E E E 1607 15' BUILDING SETBACK EXISTING MAIN SEWER LINE AND CLEANOUT E 1603 E E E E E E E 3 0 ' P O L E L I N E E E A S E M E N T E E E 1604 1605 1606 1608 2 5 ' B U I L D I N G S E T B A C K 1609 1610 1611 1613 1614 1612 " 8 - ' 6 " 6 - ' 6 " 2 - ' 2 5 " 5 - ' 0 3 W W W W W W W W W PORT -O- CAN W W WASH STATION (CONC) E E W W WASH STATION (PAINT) 37'-9" 33'-4" W W W W W W W W W W W W W W WW W W WW WW WW WW EXISTING STRUCTURE, DRIVEWAY, DECK, AND SIDEWALK TO BE DEMOLISHED. PREP SITE FOR NEW CONSTRUCTION AS OUTLINED ON NEW CONSTRUCTION DESIGN DOCUMENTS. WW GAS GAS GAS GAS GAS WW WW WW WW WW GAS GAS GAS GAS WW WW WW WW W W W W W W W W W W GAS GAS GAS GAS GAS WW WW WW WW WW WW WW W WW W W W W W W W W 1615 GAS GAS GAS GAS W W W W G A S W W E E E E E S 62° 54' 03" E - 157.99' E E E MATERIAL STAGING AREA E E E E E E E E E E FH TOWNES LN H A R T F O R D R D E E W W W W C 1 ( R E F E R T 1616 O S U R V E Y ) W W W W W W W W W W G A S W W WATER METER TREE SCHEDULED FOR DEMOLITION G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S W W W W W W W W W W W W W W W W W W W W 4'-5" " 1 - ' 3 1 " 1 - ' 9 3 1617 ) Y E V R U S O T R E F E R ( 2 C S A G GAS GAS GAS GAS GAS G A S G A S G A S " 3 - ' 2 5 K C A B T E S G N D L U B I I ' 5 2 GAS METER " 7 - ' 8 DISCONTINUED ELECTRIC METER/SHUTOFF 1618 5' BUILDING SETBACK 8'-11" 11'-2" 17'-4" N 69° 44' 00" W - 158.93' 37'-5" DEMOLITION SITE PLAN N 1 1:10 E E E E E E E E E E E E E E E E E E E E E W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W DEMOLITION SITE NOTES: 1. ELEMENTS THAT ARE BOLDED/DASHED ARE SCHEDULED FOR DEMOLITION. 2. SOME EXISTING ELEMENTS MAY NOT BE SHOWN. VERIFY IN FIELD AS REQUIRED. CONFIRM WITH OWNER WHEN NECESSARY. 3. UNDERGROUND UTILITY LINES ARE APPROXIMATE AND MUST BE VERIFIED IN FIELD. HAND DIG AS REQUIRED. 4. DISCONTINUE SERVICE AT EXISTING UTILITY SERVICE LINES. PREPARE LINES FOR NEW SERVICE/CONSTRUCTION. WWW.PLANITTEXAS.COM PLANITTX@GMAIL.COM 512.680.0856 10/31/2024 SYMBOLS LEGEND SYMBOLS LEGEND SITE SITE PIN PIN CO CO CLEAN OUT CLEAN OUT POWER POLE POWER POLE G G METER - GAS METER - GAS W W MANHOLE - WASTE WATER MANHOLE - WASTE WATER W METER - WATER W METER - WATER E E MANHOLE - ELECTRICAL MANHOLE - ELECTRICAL E E METER - ELECTRICAL METER - ELECTRICAL E E UE UE E E UE UE E E UE UE E E UE UE OVERHEAD POWER LINE OVERHEAD POWER LINE UNDERGROUND POWER LINE UNDERGROUND POWER LINE GAS GAS GAS GAS GAS GAS GAS GAS LINE LEGEND LINE LEGEND SITE SITE GAS GAS EASEMENT EASEMENT SETBACK SETBACK FENCE 1A FENCE 1A FENCE 1B FENCE 1B FENCE 2A FENCE 2A FENCE 2B FENCE 2B WW WW W W WW WW W W WW WW W W WW WW W W WASTE WATER WASTE WATER DOMESTIC WATER DOMESTIC WATER MATERIAL LEGEND MATERIAL LEGEND SITE SITE I E C N E D S E R D R O F T R A H D A O R D R O F T R A H 6 2 4 2 3 0 7 8 7 S A X E T , I N T S U A REVISIONS S S R R E E V V A A P P / / K K C C R R B B I I R R E E T T A A W W I I G G N N K K C C E E D D E E T T E E R R C C N N O O C C S S S S A A R R G G E E N N O O T T S S / / L L E E V V A A R R G G DATE OCTOBER 31, 2024 ISSUE PURPOSE FOR CONSTRUCTION DRAWN BY WMS C2 DEMOLITION SITE PLAN COPYRIGHT © 0 7 5 WW GAS WW WW WW WW GAS GAS GAS T N E M E V A P F O E G D E E E 0 7 5 E E WW WW WW WW GAS GAS GAS GAS WW WW WW WW GAS GAS GAS W W W W W W W W W W WW WW WW WW GAS GAS GAS WW W W WW WW WW WW GAS GAS GAS GAS GAS W W W W W W E E E E E E E E R E T S P M U D E SPOILS AREA E E E E E E E E S 62° 54' 03" E - 157.99' E E E E MATERIAL STAGING AREA VERIFY NEW STRUCTURE IS WITHIN SETBACK LINE PRIOR TO POURING FOUNDATION W W W W 15' BUILDING SETBACK W W W W W W W W W PORT -O- CAN W W WASH STATION (CONC) E E W W WASH STATION (PAINT) 37'-9" 33'-4" W W W W WW WW WW WW GAS GAS GAS GAS WW WW WW WW WW WW GAS GAS GAS GAS GAS W W W W W W W W W W W WW WW WW WW WW WW WW W WW W GAS GAS GAS GAS W W W W G A S W W E E E E E E E E E E E 0 8 5 W W W W FH TOWNES LN H A R T F O R D R D E C 1 ( R E F E R T O S U R V E Y ) 4'-5" SHAMPOO NICHE " 1 - ' 3 1 " 1 - ' 9 3 W W W W W W W W G A S W W " 3 - ' 2 5 K C A B T E S G N D L U B I I ' 5 2 GAS GAS G A S G A S G A S ) Y E V R U S O T R E F E R ( 2 C S A G GAS GAS G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S W W W W W W W W W W W W W W W W W W W W " 8 - ' 6 " 6 - ' 6 " 7 - ' 8 " 2 - ' 2 5 " 5 - ' 0 3 5' BUILDING SETBACK 6 ' - 0 12 " 8'-11" 11'-2" 17'-4" 6 ' - 0 12 " N 69° 44' 00" W - 158.93' 37'-5" 0 8 5 E E E E E E E E E E N 1 0 ° 5 7 ' 1 5 " E - 9 1 . 4 1 ' E E E E E E 2 5 ' B U I L D I N G S E T B A C K E E 3 0 ' P O L E L I N E E E A S E M E N T E E E E E E E E E E E E E E E E E E E E E E E E W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W NEW SITE PLAN N 1 1:10 SITE PLAN NOTES: 1. IF PERMISSIBLE BY LOCAL MUNICIPALITIES, BURY EXISTING AND NEW ELECTRICAL SERVICE LINES WHEREVER POSSIBLE. WWW.PLANITTEXAS.COM PLANITTX@GMAIL.COM 512.680.0856 10/31/2024 SYMBOLS LEGEND SYMBOLS LEGEND SITE SITE PIN PIN CO CO CLEAN OUT CLEAN OUT POWER POLE POWER POLE G G METER - GAS METER - GAS W W MANHOLE - WASTE WATER MANHOLE - WASTE WATER W METER - WATER W METER - WATER E E MANHOLE - ELECTRICAL MANHOLE - ELECTRICAL E E METER - ELECTRICAL METER - ELECTRICAL E E UE UE E E UE UE E E UE UE E E UE UE OVERHEAD POWER LINE OVERHEAD POWER LINE UNDERGROUND POWER LINE UNDERGROUND POWER LINE GAS GAS GAS GAS GAS GAS GAS GAS LINE LEGEND LINE LEGEND SITE SITE GAS GAS EASEMENT EASEMENT SETBACK SETBACK FENCE 1A FENCE 1A FENCE 1B FENCE 1B FENCE 2A FENCE 2A FENCE 2B FENCE 2B WW WW W W WW WW W W WW WW W W WW WW W W WASTE WATER WASTE WATER DOMESTIC WATER DOMESTIC WATER MATERIAL LEGEND MATERIAL LEGEND SITE SITE I E C N E D S E R D R O F T R A H D A O R D R O F T R A H 6 2 4 2 3 0 7 8 7 S A X E T , I N T S U A REVISIONS S S R R E E V V A A P P / / K K C C R R B B I I R R E E T T A A W W I I G G N N K K C C E E D D E E T T E E R R C C N N O O C C S S S S A A R R G G E E N N O O T T S S / / L L E E V V A A R R G G DATE OCTOBER 31, 2024 ISSUE PURPOSE FOR CONSTRUCTION DRAWN BY WMS C3 NEW SITE PLAN COPYRIGHT © 2'-31 2" 2'-31 2" 20'-0" 15'-5" 23'-111 2" 3'-3" 15'-9" 13'-91 2" 76'-9" HB GAS WASHER DRYER H2O H20 REFRIGERATOR 36"X36" 5'-4" 31 2" DISHWASHER " 0 - ' 3 H 2 0 O 2 H UP 6R/5T (VIF) I R E F R G E R A T O R 3 6 " X 3 2 " 3'-0" " 12 3 P U / T 2 R 3 31 2" N W O D E P O L S ) 0 5 : 1 ( GAS 4R/3T (VIF) UP " 0 - ' 3 " 12 0 - ' 2 1 3'-6" 11'-31 2" 3'-0" 5'-5" 23'-21 2" SLOPE DOWN (1:50) " 12 3 " 7 - ' 5 1 " 7 - ' 0 2 " 0 - ' 5 " 14 2 - ' 5 1 " 34 4 - ' 4 " 5 - ' 7 1 TOP OF SLAB 0'-0" VERIFY EXACT INSTALLATION REQUIREMENTS OF NEW THRESHOLD TO ENSURE VISITABILITY REQUIREMENTS ARE MET SLOPE DOWN (1:50) " 12 " 7 - ' 7 5 " 12 1 - ' 2 1 10'-21 4" " 12 6 - ' 4 3'-1" 2'-4" S A G 6'-51 2" H2O H2O 4'-0" 22'-2" " 12 3 " 0 - ' 7 " 38 9 - ' 5 62'-51 2" 1 FOUNDATION PLAN 1/4" = 1'-0" MATERIAL LEGEND MATERIAL LEGEND FOUNDATION FOUNDATION E E T T E E R R C C N N O O C C R R O O O O L L F F B B U U S S D D O O O O W W DATE OCTOBER 31, 2024 ISSUE PURPOSE FOR CONSTRUCTION DRAWN BY WMS A1.0 NEW FOUNDATION PLAN COPYRIGHT © " 5 - ' 4 " 4 - ' 1 " 0 - ' 1 " 0 1 - ' 1 " 12 5 - ' 6 1 " 5 - ' 0 2 WWW.PLANITTEXAS.COM PLANITTX@GMAIL.COM 512.680.0856 10/31/2024 I E C N E D S E R D R O F T R A H D A O R D R O F T R A H 6 2 4 2 3 0 7 8 7 S A X E T , I N T S U A REVISIONS 10'-0" 10'-0" 4'-41 2" 5'-1" 3'-51 2" 6'-6" 7'-91 2" 23'-111 2" 6'-81 2" 3'-3" 15'-9" 13'-91 2" 13'-21 2" 5'-91 2" 20'-0" Q O 2 H C9 2 CAR GARAGE C9 GAS 2/A2.1 76'-9" 9'-51 2" J C9 C9 D2 HB WASHER A6 GAS DRYER A7 D1 1/A2.3 LAUNDRY 3 . 2 A / 2 P I R E F R G E R A T O R 3 6 " X 3 2 " O " 12 3 - ' 4 " 6 - ' 2 4/A2.3 " 8 - ' 0 1 3 . 2 A / 3 PANTRY 3 . 2 A / 5 R . 3 2 A 7 / MUDROOM 6/A2.3 " 6 - ' 6 S BAR 5'-1" 9'-3" H2O H20 REFRIGERATOR 36"X36" K DISHWASHER SHAMPOO NICHE 2% SLOPE BREAKFAST KITCHEN 10/A2.3 12/A2.3 . 3 2 A 1 1 / . 3 2 A 3 1 / . 3 2 A 9 / D1 H 2 0 " 1 1 - ' 8 2/A2.4 BATH 2 . 4 2 A 3 / W I M C R O W A V E GUEST NOOK V " 1 - ' 4 Y GUEST BEDROOM Z 4/A2.4 1ROD/1SHELF 8/A2.3 35'-2" T 1 A4.1 3'-6" U 11'-11" 6'-51 2" A FOYER FRONT PORCH A B " 7 - ' 7 5 " 12 1 - ' 2 1 . 1 2 A 1 / REAR PORCH N " 12 5 - ' 8 1 " 14 5 - ' 7 1 LIVING ROOM 4'-9" 2'-93 4" 2'-93 4" DINING 17'-2" 7'-4" 1/A2.4 6'-0" " 34 3 - ' 1 8" MIN 8" MIN " 4 - ' 1 I N M SX S A G D1 L C2 MASTER BEDROOM 11/A2.4 14/A2.4 MIR/SIM MASTER BATH E 7/A2.4 10/A2.4 MASTER CLOSET D1 / T 8 1 R 9 1 P U 4 . 2 A / 1 1 4 . 2 A / 8 BAR FX F E P O L S % 2 G I 16/A2.4 LINEN 5 SHELVES MIR 10/A2.4 9/A2.4 H " 9 - ' 2 B / 1 R O D 1 S H E L F COAT 4 . 2 A 6 / 5 SHELVES I . S E V L E H S 5 M 4S IT CLOSET 2 A 5/A2.4 5 / C 2'-31 2" D 4'-4" OFFICE " 5 - ' 0 2 2 A4.1 " 0 H2O " 3 - ' 7 1 K " 3 - ' 6 J 17/A2.4 WC E C A P S E E N K 4 . 2 A / 3 1 4 " . 34 2 6 A - ' 8 / 2 1 1 14/A2.4 15/A2.4 F 1'-101 2" E 2'-2" 6'-61 2" 10'-7" 62'-51 2" 64'-11" 2/A2.2 23'-5" 3'-31 2" 3'-51 2" 9'-3" 12'-51 2" I G H H2O 2'-51 2" " 5 - ' 4 " 4 - ' 1 " 0 - ' 1 " 0 1 - ' 1 " 0 - ' 3 1 L " 12 5 - ' 6 1 " 34 2 - ' 8 " 14 9 - ' 4 " 12 5 - ' 3 " 34 0 - ' 6 " 34 0 - ' 6 " 4 - ' 3 " 6 - ' 3 C " 0 1 - ' 6 " 9 - ' 6 " 5 - ' 0 2 " 1 - ' 7 1 D " 3 - ' 8 1 " 7 - ' 0 2 " 4 - ' 2 . 2 2 A 1 / " 7 - ' 4 1 " 7 - ' 7 5 " 0 - ' 5 " 34 0 - ' 3 " 12 5 - ' 2 " 6 9 1 4 - ' 6 " 12 5 - ' 2 " 34 0 - ' 3 1 FLOOR PLAN 1/4" = 1'-0" NOTES: 1. 2. 3. ALL NEW INTERIOR WALLS TO BE WALL TYPE C1, UNO. ALL NEW EXTERIOR WALLS TO BE WALL TYPE D10 UNO. FURNITURE NOT IN CONTRACT, UNLESS NOTED OTHERWISE. WWW.PLANITTEXAS.COM PLANITTX@GMAIL.COM 512.680.0856 10/31/2024 I E C N E D S E R D R O F T R A H D A O R D R O F T R A H 6 2 4 2 3 0 7 8 7 S A X E T , I N T S U A REVISIONS DATE OCTOBER 31, 2024 ISSUE PURPOSE FOR CONSTRUCTION DRAWN BY WMS A1.1.1 NEW FLOOR PLAN FIRST FLOOR COPYRIGHT © 24'-3" 7'-7" 7'-9" 15'-4" 15'-4" CL R 3'-51 2" 5'-51 2" 1'-11" 5'-111 2" 4'-31 2" 6'-51 2" 10/31/2024 57'-01 2" 22'-01 2" 14'-2" CL 6'-111 4" 7'-23 4" 10'-9" Y X W V U T " 6 - ' 2 " 6 - ' 2 " 34 1 1 - ' 4 CL " 0 1 - ' 2 CL " 0 1 - ' 2 CL " 0 1 - ' 2 CL " 14 3 - ' 5 " 12 0 - ' 1 5 " 9 - ' 8 1 " 0 1 - ' 4 1 " 12 5 - ' 7 1 " 12 5 - ' 2 1 GAME ROOM AJ AK " 12 0 - ' 3 1 4 . 2 A / 7 D1 1 R O D / 1 S H E L F BATHROOM 4 I M 4S . 2 A / 3 SIM 2/A2.4 5 SHELVES SIM 5/A2.4 AB 3'-10" AC 3'-5" " 5 - ' 4 AA AD S BEDROOM 4 " 0 - ' 3 1 22'-0" 3'-5" 9'-31 2" 11'-51 2" OPEN TO BELOW OPEN TO BELOW " 14 9 - ' 4 " 12 1 - ' 6 " 34 5 - ' 8 M N O P 1 R O D / 1 S H E L F 1 R O D / 1 S H E L F 4 . 2 A 6 / 4 . 2 A 5 / CLOSET AE 3'-6" DN 1ROD/1SHELF AH SIM 4/A2.4 CLOSET 4/A2.4 D1 1ROD/1SHELF 3/A2.4 BATHROOM 3 1/A2.5 AI 4 . 2 A / 2 " 12 7 - ' 3 " 14 5 - ' 7 1 LOFT 13'-2" BEDROOM 3 " 14 5 - ' 6 1 AG " 2 - ' 4 " 0 1 - ' 2 1 " 8 - ' 4 1 " 12 0 - ' 1 5 " 12 4 - ' 9 1 " 14 5 - ' 5 " 0 1 - ' 2 " 0 1 - ' 2 " 0 1 - ' 2 " 14 5 - ' 5 CL CL CL CL " 0 1 - ' 5 " 0 1 - ' 8 1 FLOOR PLAN - SECOND FLOOR 1/4" = 1'-0" 22'-0" 5'-31 2" 4'-11 2" 6'-0" 6'-51 2" 9'-5" 12'-51 2" 6'-8" Q 6'-6" CL 13'-2" 57'-01 2" NOTES: 1. 2. 3. ALL NEW INTERIOR WALLS TO BE WALL TYPE C1, UNO. ALL NEW EXTERIOR WALLS TO BE WALL TYPE D10 UNO. FURNITURE NOT IN CONTRACT, UNLESS NOTED OTHERWISE. WWW.PLANITTEXAS.COM PLANITTX@GMAIL.COM 512.680.0856 I E C N E D S E R D R O F T R A H D A O R D R O F T R A H 6 2 4 2 3 0 7 8 7 S A X E T , I N T S U A REVISIONS DATE OCTOBER 31, 2024 ISSUE PURPOSE FOR CONSTRUCTION DRAWN BY WMS A1.1.2 NEW FLOOR PLAN SECOND FLOOR COPYRIGHT © ROOF NOTES: 1. ALL NEW ROOFS TO BE 8:12 SLOPE, UNO. GUTTER 2x SUB-FASCIA 1x FASCIA SOFFIT 2x SOFFIT NAILER 2x SOFFIT LEDGER 1x FRIEZE BOARD 2'-0" EXTERIOR FINISH VAPOR BARRIER 1/2" SHEATHING 2X RAFTER DOUBLE TOP PLATE 1/2" GYPSUM DRYWALL 2X4 STUD R-15 MIN INSULATION WWW.PLANITTEXAS.COM PLANITTX@GMAIL.COM 512.680.0856 BASE PLATE 10/31/2024 P U P U UP UP P U UP 24" OVERHANG DETAIL A3 1-1/2" = 1'-0" UP UP P U 2 1 : 1 UP UP UP UP P U 2 1 3 : P U 2 1 : 3 UP UP P U U P P U P U UP UP UP P U P U UP UP I E C N E D S E R D R O F T R A H D A O R D R O F T R A H 6 2 4 2 3 0 7 8 7 S A X E T , I N T S U A MATERIAL LEGEND MATERIAL LEGEND ROOF ROOF REVISIONS S S E E L L G G N N H H S S I I E E P P O O L L S S W W O O L L S S E E L L G G N N H H S S I I E E P P O O L L S S H H G G H H I I M M A A E E S S G G N N D D N N A A T T S S I I F F O O O O R R L L A A T T E E M M DATE OCTOBER 31, 2024 ISSUE PURPOSE FOR CONSTRUCTION DRAWN BY WMS A1.2 NEW ROOF PLAN COPYRIGHT © 1 ROOF PLAN 1/4" = 1'-0" 2 CAR GARAGE 9'-0" LAUNDRY R R R R PANTRY BREAKFAST KITCHEN R R R MUDROOM R SHAMPOO NICHE R BATH 2 R R R R R GUEST NOOK GUEST BEDROOM LVLS AT LOFT FLOOR (ALLOW FOR POP UP CEILING AT DINING ROOM AND UTILITY PATHS OPEN TO ABOVE LIVING ROOM R DINING R R OPEN TO ABOVE FOYER MASTER BEDROOM 8X12 WOOD BEAM PLATE HEIGHT 10'-0" SLOPE UP 8:12 R R R 8:12 SLOPE UP R WC R R PLATE HEIGHT 10'-0" MASTER BATH R MASTER CLOSET R R R R R R LINEN R 8:12 R SLOPE UP PLATE HEIGHT 10'-0" FRONT PORCH COAT IT CLOSET PLATE HEIGHT 10'-0" R SLOPE UP 8:12 OFFICE CEILING HEIGHT 15'-0" (MAX) PLATE HEIGHT 10'-0" R 2 1 : 8 P U E P O L S R R R R R R REAR PORCH SHELVES R R R CEILING HEIGHT 9'-0" 1 NEW RCP - FIRST FLOOR 1/4" = 1'-0" REFLECTED CEILING PLAN NOTES: 1. ELEVATION HEIGHTS SHOWN ARE APPROXIMATE AFF HEIGHTS. REFER TO ELEVATION DRAWINGS AND ENGINEERED PLANS FOR PLATE HEIGHTS AND FRAMING REQUIREMENTS. FIRST FLOOR CEILING HEIGHTS TO BE 10'-0" UNO. SECOND FLOOR CEILING HEIGHTS TO BE 9'-0" UNO. 2. 3. WWW.PLANITTEXAS.COM PLANITTX@GMAIL.COM 512.680.0856 10/31/2024 I E C N E D S E R D R O F T R A H D A O R D R O F T R A H 6 2 4 2 3 0 7 8 7 S A X E T , I N T S U A MATERIAL LEGEND MATERIAL LEGEND RCP RCP REVISIONS D D O O O O W W I I T T F F F F O O S S D D O O O O W W L L L L A A W W Y Y R R D D DATE OCTOBER 31, 2024 ISSUE PURPOSE FOR CONSTRUCTION DRAWN BY WMS A1.3.1 NEW RCP FIRST FLOOR COPYRIGHT © NOTES: 1. ELEVATIONS SHOWN ARE APPROXIMATE AFF HEIGHTS. REFER TO ELEVATIONS AND ENGINEERED PLANS FOR PLATE HEIGHTS AND ACTUAL FRAMING REQUIREMENTS. SECOND FLOOR CEILING HEIGHTS TO BE 9'-0" UNO. 2. WWW.PLANITTEXAS.COM PLANITTX@GMAIL.COM 512.680.0856 10/31/2024 I E C N E D S E R D R O F T R A H D A O R D R O F T R A H 6 2 4 2 3 0 7 8 7 S A X E T , I N T S U A MATERIAL LEGEND MATERIAL LEGEND RCP RCP REVISIONS D D O O O O W W I I T T F F F F O O S S D D O O O O W W L L L L A A W W Y Y R R D D DATE OCTOBER 31, 2024 ISSUE PURPOSE FOR CONSTRUCTION DRAWN BY WMS A1.3.2 NEW RCP SECOND FLOOR COPYRIGHT © GAME ROOM BATHROOM 4 BEDROOM 4 R R R R R R R R R R R R R R CLOSET R R R R R R R R R R OPEN TO BELOW LOFT OPEN TO BELOW BEDROOM 3 R CLOSET BATHROOM 3 R 2 NEW RCP - SECOND FLOOR 1/4" = 1'-0" 2 CAR GARAGE PANTRY BREAKFAST KITCHEN HB GAS WASHER DRYER LAUNDRY I R E F R G E R A T O R 3 6 " X 3 2 " H2O H20 REFRIGERATOR 36"X36" SHAMPOO NICHE DISHWASHER H 2 0 BATH 2 O 2 H GAS MUDROOM SX S A G GUEST NOOK GUEST BEDROOM 1ROD/1SHELF COAT / 1 R O D 1 S H E L F 5 SHELVES IT CLOSET S E V L E H S 5 OFFICE REAR PORCH LIVING ROOM FOYER DINING FRONT PORCH MASTER BEDROOM MASTER BATH MASTER CLOSET E C A P S E E N K WC LINEN 5 SHELVES H2O H2O 1 NEW FINISH PLAN - FIRST FLOOR 1/4" = 1'-0" WWW.PLANITTEXAS.COM PLANITTX@GMAIL.COM 512.680.0856 10/31/2024 I E C N E D S E R D R O F T R A H D A O R D R O F T R A H 6 2 4 2 3 0 7 8 7 S A X E T , I N T S U A REVISIONS DATE OCTOBER 31, 2024 ISSUE PURPOSE FOR CONSTRUCTION DRAWN BY WMS A1.4.1 NEW FINISH PLAN FIRST FLOOR COPYRIGHT © MATERIAL LEGEND MATERIAL LEGEND FLOOR FINISHES FLOOR FINISHES / / E E L L I I T T D D O O O O W W K K N N A A L L P P E E N N O O T T S S D D O O O O W W K K R R O O W W L L L L I I M M E E L L I I T T I I G G N N K K C C E E D D D D O O O O W W E E T T E E R R C C N N O O C C L L A A T T E E M M T T E E P P R R A A C C GAME ROOM 1 R O D / 1 S H E L F BATHROOM 4 BEDROOM 4 5 SHELVES 1 R O D / 1 S H E L F 1 R O D / 1 S H E L F CLOSET OPEN TO BELOW LOFT OPEN TO BELOW BEDROOM 3 1ROD/1SHELF 1ROD/1SHELF CLOSET BATHROOM 3 2 NEW FINISH PLAN - SECOND FLOOR 1/4" = 1'-0" WWW.PLANITTEXAS.COM PLANITTX@GMAIL.COM 512.680.0856 10/31/2024 I E C N E D S E R D R O F T R A H D A O R D R O F T R A H 6 2 4 2 3 0 7 8 7 S A X E T , I N T S U A REVISIONS DATE OCTOBER 31, 2024 ISSUE PURPOSE FOR CONSTRUCTION DRAWN BY WMS A1.4.2 NEW FINISH PLAN SECOND FLOOR COPYRIGHT © MATERIAL LEGEND MATERIAL LEGEND FLOOR FINISHES FLOOR FINISHES / / E E L L I I T T D D O O O O W W K K N N A A L L P P E E N N O O T T S S D D O O O O W W K K R R O O W W L L L L I I M M E E L L I I T T I I G G N N K K C C E E D D D D O O O O W W E E T T E E R R C C N N O O C C L L A A T T E E M M T T E E P P R R A A C C SHINGLE ROOF 8X12 CORBEL STUCCO TOP OF RIDGE 29'-11 1/4" TOP OF PLATE - FOYER 23'-0" TOP OF PLATE - SECOND FLOOR 20'-9 1/2" TOP OF SUBFLOOR 11'-8 3/8" TOP OF TRUSS 11'-7 1/8" TOP OF PLATE - FIRST FLOOR 10'-1 1/8" CHAMFERED STUCCO ACCENTS TOP OF SLAB 0'-0" 8X12 CORBEL 1 FRONT ELEVATION 1/4" = 1'-0" TOP OF RIDGE 29'-11 1/4" TOP OF PLATE - FOYER 23'-0" TOP OF PLATE - SECOND FLOOR 20'-9 1/2" " 9 - ' 0 3 TOP OF SUBFLOOR 11'-8 3/8" TOP OF TRUSS 11'-7 1/8" TOP OF PLATE - FIRST FLOOR 10'-1 1/8" TOP OF SLAB 0'-0" 2'-0" 2'-0" 2 SIDE ELEVATION 1/4" = 1'-0" 2'-0" 2'-0" " 3 - ' 3 3 2'-0" " 6 - ' 3 I N M WWW.PLANITTEXAS.COM PLANITTX@GMAIL.COM 512.680.0856 10/31/2024 I E C N E D S E R D R O F T R A H D A O R D R O F T R A H 6 2 4 2 3 0 7 8 7 S A X E T , I N T S U A D D O O O O W W E E N N O O T T S S M M A A E E S S G G N N D D N N A A T T S S I I L L A A T T E E M M H H T T R R A A E E H H T T R R A A E E F F O O O O R R REVISIONS DATE OCTOBER 31, 2024 ISSUE PURPOSE FOR CONSTRUCTION DRAWN BY WMS A2.1 NEW EXTERIOR ELEVATIONS COPYRIGHT © MATERIAL LEGEND MATERIAL LEGEND EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS N N E E T T T T A A B B & & D D R R A A O O B B O O C C C C U U T T S S I I G G N N D D S S I I E E T T E E R R C C N N O O C C S S E E L L G G N N H H S S I I E E P P O O L L S S H H G G H H I I S S E E L L G G N N H H S S I I E E P P O O L L S S W W O O L L 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" " 6 - ' 3 I N M " 6 - ' 3 I N M " 6 - ' 3 I N M 1 REAR ELEVATION 1/4" = 1'-0" TOP OF RIDGE 29'-11 1/4" TOP OF PLATE - FOYER 23'-0" TOP OF PLATE - SECOND FLOOR 20'-9 1/2" TOP OF SUBFLOOR 11'-8 3/8" TOP OF TRUSS 11'-7 1/8" TOP OF PLATE - FIRST FLOOR 10'-1 1/8" TOP OF SLAB 0'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2 SIDE ELEVATION 1/4" = 1'-0" WWW.PLANITTEXAS.COM PLANITTX@GMAIL.COM 512.680.0856 10/31/2024 I E C N E D S E R D R O F T R A H D A O R D R O F T R A H 6 2 4 2 3 0 7 8 7 S A X E T , I N T S U A D D O O O O W W E E N N O O T T S S M M A A E E S S G G N N D D N N A A T T S S I I L L A A T T E E M M H H T T R R A A E E H H T T R R A A E E F F O O O O R R REVISIONS DATE OCTOBER 31, 2024 ISSUE PURPOSE FOR CONSTRUCTION DRAWN BY WMS A2.2 NEW EXTERIOR ELEVATIONS COPYRIGHT © MATERIAL LEGEND MATERIAL LEGEND EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS N N E E T T T T A A B B & & D D R R A A O O B B O O C C C C U U T T S S I I G G N N D D S S I I E E T T E E R R C C N N O O C C S S E E L L G G N N H H S S I I E E P P O O L L S S H H G G H H I I S S E E L L G G N N H H S S I I E E P P O O L L S S W W O O L L TOP OF RIDGE 29'-11 1/4" TOP OF PLATE - FOYER 23'-0" TOP OF PLATE - SECOND FLOOR 20'-9 1/2" TOP OF SUBFLOOR 11'-8 3/8" TOP OF TRUSS 11'-7 1/8" TOP OF PLATE - FIRST FLOOR 10'-1 1/8" 2'-0" TOP OF SLAB 0'-0" 1'-0" 4'-4" 4'-0" 4'-0" 1'-11 2" 1'-0" PX 3'-10" REMOVABLE SHELF " 9 - ' 1 " 9 - ' 1 " 0 - ' 5 PX WX " 0 - ' 5 " 0 - ' 2 " 0 - ' 3 " 4 " 0 - ' 0 1 WX " " 0 0 - - ' ' 0 0 1 1 " 6 - ' 5 " 2 - ' 1 " 4 " 0 - ' 3 PX SX PX PX PX SX WX WX WX WX WX 1'-0" 1'-10" 3'-6" PX 1'-0" PX " 6 - ' 5 " 6 - ' 1 " 0 - ' 3 " 0 - ' 0 1 " 0 - ' 0 1 " 6 - ' 9 WX " 6 - ' 9 " " 0 0 - - ' ' 0 0 1 1 " 4 " 4 " 4 " 0 - ' 5 " 2 - ' 1 " 4 " 0 - ' 3 SX PX WX " 6 - ' 5 " 6 - ' 1 " 0 - ' 3 PX WX WX " " 0 0 - - ' ' 0 0 1 1 " 6 - ' 5 " 2 - ' 1 " 4 " 0 - ' 3 2'-0" LAUNDRY 1 3/8" = 1'-0" 10'-11 2" PANTRY 3 3/8" = 1'-0" 4'-21 2" PANTRY 6'-4" 4 3/8" = 1'-0" PANTRY 5 3/8" = 1'-0" 2'-0" 2'-0" 2'-11 4" 2'-11 4" 2'-0" " 0 - ' 5 " 6 - ' 1 " 0 - ' 3 " 0 - ' 0 1 WX 6'-91 2" LAUNDRY 2 3/8" = 1'-0" 2'-4" PX " 0 - ' 0 1 WX WX PX 2'-0" PX SX WX " 0 - ' 0 1 " 0 - ' 8 " 0 - ' 3 " 8 - ' 1 " 4 " 0 - ' 3 " 4 " 0 - ' 3 3'-2" 1'-11 2" 2'-2" 1'-0" PX WX WX WX " 6 - ' 5 " 0 - ' 2 " 0 - ' 3 " 0 - ' 0 1 " 4 SX " 4 " 0 - ' 3 SX WX WX " 0 - ' 3 WX 2'-5" 4'-0" 3'-0" 2'-5"2'-5" 2'-0" 9'-111 2" 2'-0" MUDROOM 7 3/8" = 1'-0" 2'-0" 3'-0" 5'-0" BAR / KITCHEN ISLAND 8 3/8" = 1'-0" MATERIAL LEGEND MATERIAL LEGEND INTERIOR ELEVATIONS INTERIOR ELEVATIONS 1'-0" 3'-0" 1'-5" 3'-101 2" 3'-2" 1'-11 2" 2'-2" 1'-0" WX WX WX WX WX PX WX WX WX 2'-0" 1'-73 4" 1'-73 4" 3'-31 2" 14'-31 2" WX 1'-41 1'-41 2" 2" 2'-6" 1'-0" 3'-0" 1'-5" 3'-101 2" WX WX WX KITCHEN / SERVERY 9 3/8" = 1'-0" BREAKFAST/KITCHEN 10 3/8" = 1'-0" WX WX WX 2'-7" 2'-7" 2'-7" 2'-7" 5'-2" SX SX " 0 - ' 3 " 0 - ' 3 " 0 - ' 0 1 PX 1'-0" " 0 - ' 0 1 " 0 - ' 8 " 6 - ' 1 " 4 " 6 - ' 3 " 0 - ' 3 " 6 - ' 5 " 0 - ' 2 " 0 - ' 3 " 0 - ' 0 1 " 4 SX " 4 " 0 - ' 3 WX WX 2'-5" 3'-0" 2'-5"2'-5" 2'-0" 9'-111 2" PX " 0 - ' 0 1 SX 1'-0" " 6 - ' 5 " 6 - ' 1 " 0 - ' 3 " 0 - ' 0 1 " 4 WX WX 2'-0" 1'-73 4" 1'-73 4" 3'-31 2" WX 1'-41 1'-41 2" 2" 2'-6" WX WX WX 2'-7" 2'-7" 2'-7" 2'-7" 5'-2" 14'-31 2" KITCHEN / SERVERY 11 3/8" = 1'-0" KITCHEN 12 3/8" = 1'-0" 2'-0" 4'-0" 1'-10" 1'-10" 1'-10" 1'-10" 2'-0" 3'-8" 3'-8" 7'-4" KITCHEN 13 3/8" = 1'-0" SX WX " 0 - ' 3 " 0 - ' 3 WX SX " 6 - ' 1 WX 8'-7" MUDROOM 6 3/8" = 1'-0" " 0 - ' 0 1 " 0 - ' 0 1 PX PX PX " " 0 0 - - ' ' 0 0 1 1 " " 0 0 - - ' ' 0 0 1 1 " 6 - ' 5 " 6 - ' 1 " 4 " " 0 0 - - ' ' 3 3 " 6 - ' 5 " 6 - ' 1 " 4 " " 0 0 - - ' ' 3 3 SX " 4 SX " 4 WWW.PLANITTEXAS.COM PLANITTX@GMAIL.COM 512.680.0856 10/31/2024 S S S S A A L L G G L L L L A A W W Y Y R R D D E E L L T T I I E E L L I I T T D D O O O O W W E E N N O O T T S S E E T T E E R R C C N N O O C C L L A A T T E E M M I E C N E D S E R D R O F T R A H D A O R D R O F T R A H 6 2 4 2 3 0 7 8 7 S A X E T , I N T S U A REVISIONS DATE OCTOBER 31, 2024 ISSUE PURPOSE FOR CONSTRUCTION DRAWN BY WMS A2.3 ELEVATIONS INTERIOR COPYRIGHT © PX " 0 - ' 0 1 CHIEF PAC BOX LIVING ROOM 1 3/8" = 1'-0" PX " 0 - ' 0 1 PX PX " 0 - ' 0 1 " 0 - ' 0 1 " 0 - ' 0 1 " 6 - ' 7 " 0 1 - ' 1 " 4 " 0 - ' 3 " 8 - ' 2 TX PX 1'-0" PX " 6 - ' 1 SHAMPOO NICHE (36"X18") 3'-0" TX " 0 - ' 3 FX " 0 - ' 4 " 6 - ' 3 PX 1'-10" BATH 2 2 3/8" = 1'-0" CL " 9 LX CL PX SX FX GX PX WX WX CL B1 CL 4'-0" BATH 2 3 3/8" = 1'-0" P1 " 0 - ' 0 1 PX " 6 - ' 6 " 3 - ' 3 2'-6" WX PX WX PX " 0 - ' 3 " 0 - ' 4 TX PX PX CL " 0 - ' 0 1 " 0 - ' 0 1 " 0 - ' 0 1 " 0 - ' 7 PX P1 " 6 - ' 6 " 6 - ' 1 " 6 - ' 1 " 6 - ' 1 " 6 - ' 1 " 0 - ' 2 " 0 - ' 0 1 PX P1 PX PX PX CURVED WALL AND SHELVES " 0 - ' 0 1 " 0 - ' 0 1 " 0 - ' 0 1 " 9 - ' 6 GUEST CLOSET 4 3/8" = 1'-0" IT CLOSET 5 3/8" = 1'-0" COAT CLOSET 6 3/8" = 1'-0" MASTER CLOSET 7 3/8" = 1'-0" P1 P1 CL " 3 - ' 3 " 3 - ' 3 " 6 - ' 6 WWW.PLANITTEXAS.COM PLANITTX@GMAIL.COM 512.680.0856 10/31/2024 P1 P1 P3 P1 P1 " 6 - ' 3 " 4 " 8 - ' 2 " 6 - ' 6 PX P1 PX MASTER CLOSET 8 3/8" = 1'-0" MASTER CLOSET 9 3/8" = 1'-0" MASTER CLOSET 10 3/8" = 1'-0" MASTER BATHROOM # 3/8" = 1'-0" MATERIAL LEGEND MATERIAL LEGEND INTERIOR ELEVATIONS INTERIOR ELEVATIONS SX " 0 - ' 2 WX PX PX SX FX " 4 " 0 - ' 3 WX WX 3'-13 4" " 0 - ' 0 1 " 4 " 8 - ' 2 1'-0" 1'-0" 2'-13 4" 3'-0" 1'-67 8" 1'-67 8" 1'-10" 1'-10" 5'-7" MASTER BATHROOM 11 3/8" = 1'-0" 8'-31 2" MASTER BATH 12 3/8" = 1'-0" PX PX PX " 0 - ' 0 1 SX " 4 " 4 " " 0 0 - - ' ' 3 3 " 4 " 8 - ' 2 WX KNEE SPACE B1 PX 1'-10" 1'-0" 2'-6" MASTER BATHROOM 13 3/8" = 1'-0" " 4 " 0 - ' 3 1'-10" FX " 4 " 0 - ' 3 PX PX SX SX " 0 - ' 2 WX WX WX 1'-0" 1'-0" 2'-13 4" 3'-0" 1'-67 8" 1'-67 8" 3'-13 4" 8'-31 2" " 0 - ' 0 1 " 4 " 0 - ' 3 " 4 " 0 - ' 3 WX 3'-71 4" 1'-95 8" 1'-95 8" 3'-0" 10'-21 2" 1'-73 4" 1'-10" SX PX PX " 0 - ' 0 1 " 0 - ' 0 1 PX 2'-6" WX " 0 - ' 3 " 6 - ' 4 MASTER CLOSET 14 3/8" = 1'-0" MASTER BATHROOM 15 3/8" = 1'-0" LINEN 16 3/8" = 1'-0" WATER CLOSET 17 3/8" = 1'-0" S S S S A A L L G G L L L L A A W W Y Y R R D D E E L L T T I I E E L L I I T T D D O O O O W W E E N N O O T T S S E E T T E E R R C C N N O O C C L L A A T T E E M M I E C N E D S E R D R O F T R A H D A O R D R O F T R A H 6 2 4 2 3 0 7 8 7 S A X E T , I N T S U A REVISIONS DATE OCTOBER 31, 2024 ISSUE PURPOSE FOR CONSTRUCTION DRAWN BY WMS A2.4 ELEVATIONS INTERIOR COPYRIGHT © 2'-6" PX WX " 0 - ' 3 FX " 6 - ' 4 PX " 9 - ' 6 " 6 - ' 3 " 0 - ' 9 " 0 - ' 0 1 " 0 PX " 0 - ' 0 1 " 0 - ' 0 1 1'-10" 1'-0" PX PX " 0 - ' 3 " 0 - ' 7 " 0 - ' 9 " 0 - ' 9 " 0 - ' 9 SX PX PX " 9 - ' 6 " 6 - ' 3 " 8 - ' 2 WX 1'-51 4" WX 1'-51 4" 3'-0" 5'-101 2" 3'-0" 3'-0" 3'-0" SX WX WX BATHROOM 3 1 3/8" = 1'-0" BATHROOM 3 2 3/8" = 1'-0" BATHROOM 3 3 3/8" = 1'-0" BEDROOM 3 CLOSET 4 3/8" = 1'-0" PX PX " 0 - ' 0 1 " 0 - ' 0 1 " 9 - ' 6 " 6 - ' 3 " 9 - ' 6 " 6 - ' 3 BEDROOM 4 CLOSET 5 3/8" = 1'-0" BEDROOM 4 CLOSET 6 3/8" = 1'-0" GAMEROOM CLOSET 7 3/8" = 1'-0" MATERIAL LEGEND MATERIAL LEGEND INTERIOR ELEVATIONS INTERIOR ELEVATIONS WWW.PLANITTEXAS.COM PLANITTX@GMAIL.COM 512.680.0856 10/31/2024 S S S S A A L L G G L L L L A A W W Y Y R R D D E E L L T T I I E E L L I I T T D D O O O O W W E E N N O O T T S S E E T T E E R R C C N N O O C C L L A A T T E E M M I E C N E D S E R D R O F T R A H D A O R D R O F T R A H 6 2 4 2 3 0 7 8 7 S A X E T , I N T S U A REVISIONS DATE OCTOBER 31, 2024 ISSUE PURPOSE FOR CONSTRUCTION DRAWN BY WMS A2.5 ELEVATIONS INTERIOR COPYRIGHT © 18" TALL TRUSS SYSTEM (CONFIRM WITH ENGINEER) 18" TALL TRUSS SYSTEM (CONFIRM WITH ENGINEER) 18" TALL TRUSS SYSTEM (CONFIRM WITH ENGINEER) WALL TYPE C1 1-1/2" = 1'-0" WALL TYPE C2 1-1/2" = 1'-0" WALL TYPE D1 1-1/2" = 1'-0" TOP OF RIDGE 29'-11 1/4" TOP OF PLATE - FOYER 23'-0" TOP OF PLATE - SECOND FLOOR 20'-9 1/2" TOP OF SUBFLOOR 11'-8 3/8" TOP OF TRUSS 11'-7 1/8" TOP OF PLATE - FIRST FLOOR 10'-1 1/8" TOP OF SLAB 0'-0" R-19 MIN INSULATION WALL BASE FINISH FLOOR SUB-FLOOR WALL BASE FINISH FLOOR SUB-FLOOR DOUBLE TOP PLATE 1/2" GYPSUM DRYWALL 5-1/2" WOOD STUD BASE PLATE WALL BASE FINISH FLOOR SUB-FLOOR WWW.PLANITTEXAS.COM PLANITTX@GMAIL.COM 512.680.0856 10/31/2024 1/2" SHEATHING VAPOR BARRIER LATHE STUCCO WALL BASE FINISH FLOOR SUB-FLOOR 1/2" SHEATHING VAPOR BARRIER LATHE STUCCO WALL BASE FINISH FLOOR SUB-FLOOR 1/2" SHEATHING VAPOR BARRIER LATHE STUCCO WALL BASE FINISH FLOOR SUB-FLOOR WALL BASE FINISH FLOOR SUB-FLOOR WALL TYPE C9 1-1/2" = 1'-0" WALL TYPE C10 1-1/2" = 1'-0" WALL TYPE D2 1-1/2" = 1'-0" WALL TYPE D10 1-1/2" = 1'-0" 1 SECTION 1/4" = 1'-0" TOP OF RIDGE 29'-11 1/4" TOP OF PLATE - FOYER 23'-0" TOP OF PLATE - SECOND FLOOR 20'-9 1/2" TOP OF SUBFLOOR 11'-8 3/8" TOP OF TRUSS 11'-7 1/8" TOP OF PLATE - FIRST FLOOR 10'-1 1/8" TOP OF SLAB 0'-0" 2 SECTION 1/4" = 1'-0" 18" TALL TRUSS SHOWN (CONFIRM WITH ENGINEER) I E C N E D S E R D R O F T R A H D A O R D R O F T R A H 6 2 4 2 3 0 7 8 7 S A X E T , I N T S U A D D O O O O W W E E N N O O T T S S M M A A E E S S G G N N D D N N A A T T S S I I L L A A T T E E M M H H T T R R A A E E H H T T R R A A E E F F O O O O R R REVISIONS DATE OCTOBER 31, 2024 ISSUE PURPOSE FOR CONSTRUCTION DRAWN BY WMS A3.1 NEW SECTIONS COPYRIGHT © MATERIAL LEGEND MATERIAL LEGEND EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS N N E E T T T T A A B B & & D D R R A A O O B B O O C C C C U U T T S S I I G G N N D D S S I I E E T T E E R R C C N N O O C C S S E E L L G G N N H H S S I I E E P P O O L L S S H H G G H H I I S S E E L L G G N N H H S S I I E E P P O O L L S S W W O O L L 2'-0" 2'-0" 18" TALL TRUSS SHOWN (CONFIRM WITH ENGINEER) 18" TALL TRUSS SHOWN (CONFIRM WITH ENGINEER) 2'-0" 2'-0" 2'-0" 2'-0" " 6 - ' 3 I N M " 6 - ' 3 I N M " 6 - ' 3 I N M 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 18" TALL TRUSS SHOWN (CONFIRM WITH ENGINEER) 1 SECTION 1/4" = 1'-0" 2 SECTION 1/4" = 1'-0" TOP OF RIDGE 29'-11 1/4" TOP OF PLATE - FOYER 23'-0" TOP OF PLATE - SECOND FLOOR 20'-9 1/2" TOP OF SUBFLOOR 11'-8 3/8" TOP OF TRUSS 11'-7 1/8" TOP OF PLATE - FIRST FLOOR 10'-1 1/8" TOP OF SLAB 0'-0" TOP OF RIDGE 29'-11 1/4" TOP OF PLATE - FOYER 23'-0" TOP OF PLATE - SECOND FLOOR 20'-9 1/2" TOP OF SUBFLOOR 11'-8 3/8" TOP OF TRUSS 11'-7 1/8" TOP OF PLATE - FIRST FLOOR 10'-1 1/8" 2'-0" TOP OF SLAB 0'-0" WWW.PLANITTEXAS.COM PLANITTX@GMAIL.COM 512.680.0856 10/31/2024 I E C N E D S E R D R O F T R A H D A O R D R O F T R A H 6 2 4 2 3 0 7 8 7 S A X E T , I N T S U A D D O O O O W W E E N N O O T T S S M M A A E E S S G G N N D D N N A A T T S S I I L L A A T T E E M M H H T T R R A A E E H H T T R R A A E E F F O O O O R R REVISIONS DATE OCTOBER 31, 2024 ISSUE PURPOSE FOR CONSTRUCTION DRAWN BY WMS A3.2 NEW SECTIONS COPYRIGHT © MATERIAL LEGEND MATERIAL LEGEND EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS N N E E T T T T A A B B & & D D R R A A O O B B O O C C C C U U T T S S I I G G N N D D S S I I E E T T E E R R C C N N O O C C S S E E L L G G N N H H S S I I E E P P O O L L S S H H G G H H I I S S E E L L G G N N H H S S I I E E P P O O L L S S W W O O L L H2O H20 REFRIGERATOR 36"X36" " 0 - ' 2 DISHWASHER 4'-7" 9'-31 2" 3'-0" PLATE HEIGHT SHAMPOO NICHE 2% SLOPE 3 BAR FX T 8 1 / R 9 1 P U PANTRY BREAKFAST KITCHEN 3'-3" 8'-3" 2'-0" MASTER BATH MASTER CLOSET " 0 - ' 5 " 4 - ' 7 H 2 0 2'-0" I M C R O W A V E BATH 2 10'-41 2" " 14 3 - ' 7 2'-6" 4'-0" GUEST NOOK 3'-0" WC 8'-5" 3'-31 2" E C A P S E E N K 2'-2" 4'-8" 4'-11" PLATE HEIGHT LINEN 5 SHELVES " 7 - ' 4 " 12 9 - ' 5 " 12 0 1 - ' 1 " 38 3 - ' 3 " 4 - ' 7 " 38 3 - ' 3 " 12 0 1 - ' 1 " 12 2 - ' 0 1 " 12 9 - ' 6 1 KITCHEN 1/2" = 1'-0" 2 MASTER BATHROOM & CLOSET 1/2" = 1'-0" WWW.PLANITTEXAS.COM PLANITTX@GMAIL.COM 512.680.0856 10/31/2024 I E C N E D S E R D R O F T R A H D A O R D R O F T R A H 6 2 4 2 3 0 7 8 7 S A X E T , I N T S U A REVISIONS DATE OCTOBER 31, 2024 ISSUE PURPOSE FOR CONSTRUCTION DRAWN BY WMS A4.1 ENLARGED FLOOR PLANS COPYRIGHT © PX O 2 H IRRIGATION CONTROLLER LX LX LX S LX L N P X L HB GAS WASHER DRYER H2O 42" H20 REFRIGERATOR 36"X36" LX 42" GFI LX 42" GFI DISHWASHER SHAMPOO NICHE R 2 CAR GARAGE LX LAUNDRY PANTRY BREAKFAST CAR CHARGING STATION I R E F R G E R A T O R 3 6 " X 3 2 " 4 2 " S 3 LX S S R R R R SS S R S S S3 S 3 R MUDROOM R 42" GFI S S S S TO FLOOD LIGHTS GAS WP R R R L# R R R W P REAR PORCH LIVING ROOM KITCHEN R 28" GFI 28" GFI R LIGHT WELL DINING R R R R I F G " 2 4 L X H 2 0 I F G " 2 4 I M C R O W A V E 3 S SS L X I F G BATH 2 42" GFI SSS S S R GUEST NOOK TO RECESSED CANS TO INT PENDANT S S S R R S S FOYER TO FLOOD LIGHTS VERIFY EXACT INSTALLATION REQUIREMENTS OF NEW THRESHOLD TO ENSURE VISITABILITY REQUIREMENTS ARE MET GUEST BEDROOM L# S S S S S 1ROD/1SHELF SLOPE DOWN TO EXT (1:50) PENDANTS FRONT PORCH WP COAT / 1 R O D 1 S H E L F 5 SHELVES IT CLOSET S E V L E H S 5 SD OFFICE L# R 54" S A G 42" S 42" GFI SS MASTER BATH R MASTER CLOSET S3 S S S R SS 4S 54" MASTER BEDROOM S R R R R R S S S S E C A P S E E N K WC R R R R R R R R R R 3 4 SS S 4 3S S S 42" GFI LINEN 5 SHELVES S3 R R H2O H2O 1 NEW MEP PLAN - FIRST FLOOR 1/4" = 1'-0" WWW.PLANITTEXAS.COM PLANITTX@GMAIL.COM 512.680.0856 10/31/2024 I E C N E D S E R D R O F T R A H D A O R D R O F T R A H 6 2 4 2 3 0 7 8 7 S A X E T , I N T S U A REVISIONS DATE OCTOBER 31, 2024 ISSUE PURPOSE FOR CONSTRUCTION DRAWN BY WMS MEP1 NEW MEP FIRST FLOOR COPYRIGHT © R R R R L# R R 1 R O D / 1 S H E L F SS SS R R S 42" GFI 5 SHELVES S S S S S R R TO SWITCH BELOW R R TO SWITCH BELOW TO SWITCH BELOW SS TO SWITCH BELOW TO SWITCH BELOW 1 R O D / 1 S H E L F 1 R O D / 1 S H E L F R R S R R R L# R R S SS SS R R TO SWITCH BELOW R R R 1ROD/1SHELF R 1ROD/1SHELF S 4 2 " I G F S S S R L# L# 2 NEW MEP PLAN - SECOND FLOOR 1/4" = 1'-0" WWW.PLANITTEXAS.COM PLANITTX@GMAIL.COM 512.680.0856 10/31/2024 I E C N E D S E R D R O F T R A H D A O R D R O F T R A H 6 2 4 2 3 0 7 8 7 S A X E T , I N T S U A REVISIONS DATE OCTOBER 31, 2024 ISSUE PURPOSE FOR CONSTRUCTION DRAWN BY WMS MEP2 NEW MEP SECOND FLOOR COPYRIGHT ©