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2107 BRACKENRIDGE 2107 BRACKENRIDGE STREET, AUSTIN, TEXAS 78704 LEGAL DESCRIPTION AREA CALCULATIONS: 58X171.63FT SWISHER ADDN LOT SIZE: 9911 SF Project: 2107 BRACKENRIDGE MTTR MGMT 213 590.2868 BEN@MA77ER.COM COA BUILDING COVERAGE: 3116 SF (MAX ALLOWABLE 40% = 2452 SF) COA IMPERVIOUS COVER: 3992 SF (MAX ALLOWABLE: 45% = 4460 SF) COA GROSS FLOOR AREA: 3731 SF (MAX ALLOWABLE 40% = 2452 SF) T S E G D I R N E K C A R B 7 0 1 2 4 0 7 8 7 S A X E T , N I T S U A DATE: 05/04/22 JOB #: 22.0504 SURVEY A0.0 SURVEY 1 24X36 SIZE SCALE: 1" = 15-0" (11X17 SIZE SCALE: 1" = 30'-0") All rights reserved. All designs, drawings, plans & specifications are the property of MTTR MGMT, LLC. Purchaser's rights are conditional & limited to a one-time use to construct a single project on the site & use is limited specifically to such property. The use or reproduction of these plans concerning any other construction is strictly prohibited without the written permission of MTTR MGMT, LLC GENERAL NOTES: RCP NOTES PLUMBING NOTES 1.CONTRACTOR SHALL FIELD VERIFY AND CORRELATE ALL DIMENSIONS ON THE JOBSITE 2. FIELD VERIFY AND USE DIMENSIONS AS INDICATED. DO NOT SCALE DIMENSIONS FROM THE DRAWINGS. 3. CONTRACTOR TO LOCATE AND LAY-OUT ALL WALLS AND PARTITIONS AS THEY RELATE TO THE STRUCTURE AND OTHER BUILDING ELEMENTS AS SHOWN ON THE DRAWINGS, AND IN CONFORMANCE WITH THE DESIGN CONCEPT AND INTENT. 4. ALL FLOOR PLAN DIMENSIONS ARE TO THE FACE OF THE WOOD FRAME OR INTERIOR PARTITIONS OR FURRING ASSEMBLIES, THE FACE OF THE EXTERIOR/PERIMETER EDGE OF THE CONCRETE SLAB OR FOUNDATION WALLS, GRID LINES OR THE CENTER LINE OF COLUMNS AND BEAMS; THE FACE OF MASONRY WALLS OR VENEERS; THE FACE OF WINDOWS FRAMES OR HOLLOW METAL DOOR FRAMES; THE EXPOSED FACE OF WOOD DOOR FRAMES (JAMBS) AT NOMINAL DOOR OPENINGS; UNLESS NOTED OTHERWISE, (U.N.O). 5. FLOOR PLAN DIMENSIONS AT EXTERIOR PERIMETER WALLS ARE TO FACE OF THE SHEATHING (OSB, PLYWOOD, GYPSUM) AND THE THE CONCRETE SLAB FOUNDATION, AND DO NOT INCLUDE THE THICKNESSES OF THE EXTERIOR FINISH MATERIALS; FIBER CEMENT OR WOOD SIDING AND TRIM; STUCCO OR CEMENT PLASTER, AND/OR METAL WALL PANELS AND TRIM, OR OTHER MATERIALS AS INDICATED OR NOTED. FLOOR PLAN DIMENSIONS AT EXTERIOR PERIMETER CAVITY WALLS WITH MASONRY OR STONE VENEERS ARE TO THE FACE OF THE MASONRY OR STONE VENEERS AND THE EDGE OF THE CONCRETE SLAB FOUNDATION, UNLESS NOTED OR INDICATED OTHERWISE. THE EDGE OF 1. CONTRACTOR SHALL FIELD VERIFY AND CORRELATE ALL DIMENSIONS ON THE JOBSITE. 2. DIMENSIONS INDICATED ON THE REFLECTED CEILING PLAN ARE TO THE FACE OF GYPSUM BOARD PARTITIONS OR FURRING ASSEMBLIES, THE FACE OF MASONRY SURFACES, WINDOWS FRAMES, AND GRID LINES, AND TO THE CENTER LINE OF LIGHT FIXTURES, CEILING FANS, SUPPLY AIR DIFFUSERS, EXHAUST AND RETURN AIR GRILLES, ETC., UNLESS NOTED OTHERWISE. 3. CONTRACTOR TO LOCATE AND LAYOUT CEILING SYSTEM AND CEILING MOUNTED FIXTURES AND OTHER ITEMS AS THEY RELATE TO THE STRUCTURE AND OTHER BUILDING ELEMENTS AS SHOWN ON THE DRAWINGS, AND IN CONFORMANCE WITH THE DESIGN CONCEPT AND INTENT. 4. CEILING MOUNTED ELEMENTS, RECESSED LIGHT FIXTURES, MECHANICAL DIFFUSERS AND GRILLES, SPEAKERS, SMOKE DETECTORS, CEILING FANS, SURFACE MOUNTED TRACK LIGHTING SYSTEMS, ETC., SHALL BE CENTERED IN EACH ROOM, UNLESS NOTED OTHERWISE. 5. REFER TO THE MECHANICAL AND ELECTRICAL PLAN SYMBOL SCHEDULES. 6. REFER TO THE ROOM FINISH SCHEDULE FOR CEILING SYSTEM MATERIALS AND FINISHES. CEILING HEIGHTS ARE NOTED ON THE FLOOR AND THE REFLECTED CEILING PLANS AND THE BUILDING SECTIONS. 7. COORDINATE ALL WORK WITH OTHER TRADES. REFER TO THE PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS AS REQUIRED. 8. TYPICAL CEILINGS TO BE PAINTED GYPSUM BOARD CEILING SYSTEM, UNLESS NOTED OTHERWISE, WITH CEILING OFFSETS AND FURR DOWNS AS INDICATED. 9. PROVIDE RECESSED FLUSH MOUNTED ACCESS PANELS TO PLUMBING, MECHANICAL AND ELECTRICAL EQUIPMENT LOCATED ABOVE THE FINISH CEILING IN ALL SUSPENDED GYPSUM BOARD CEILINGS AS REQUIRED. 6. DIMENSIONS NOTED AS CLR. (CLEAR) AND O.T.O. (OUTSIDE TO OUTSIDE) ARE TO FINISH WALL OR PARTITIONS SURFACES. 10. NOTIFY ARCHITECT FOR OBSERVATION OF THE ABOVE CEILING MEP WORK PRIOR TO THE INSTALLATION OF GYPSUM BOARD CEILINGS. 7. PROVIDE CONCEALED WOOD BLOCKING, WOOD SUPPORT FRAMEWORK AND BRACING, AND ALL MISC. WOOD NAILERS, ETC., AS REQUIRED. 11. USE 2"X4" FRAMING FOR ALL FURR DOWNS. ELECTRICAL NOTES 1. CONTRACTOR SHALL VERIFY AND COORDINATE THE EXACT LOCATION OF PIPING, FITTINGS,OFFSETS, BENDS, DEVICES AND EQUIPMENT WITH EXISTING SITE CONDITIONS, THE BUILDING ELEMENTS AND THE WORK OF OTHER TRADES. 2. ALL WORK, INCLUDING MATERIALS AND WORKMANSHIP, SHALL CONFORM TO THE REQUIREMENTS OF LOCAL CODES, LAWS AND ORDINANCES, THE UNIFORM MECHANICAL, PLUMBING AND BUILDING CODES, THE WORK SHALL BE COMPLETE IN ALL RESPECTS AND IN ACCORDANCE WITH ACCEPTED AND ESTABLISHED CONSTRUCTION PRACTICES. 3. THE COLD AND HOT WATER PLUMBING SYSTEMS ARE NOT SHOWN ON THE DRAWINGS. 4. WATER HEATER: NATURAL GAS WHOLE HOUSE TANK-LESS WATER HEATER, OUTDOOR INSTALLATION, VENT-LESS, ENERGY EFFICIENT, FREEZE PROTECTION TO FIVE DEGREES FAHRENHEIT, ELECTRONIC IGNITION, OPTIONAL REMOTE THERMOSTAT. ENDLESS HOTWATER SUPPLY FOR 2 MAJOR APPLICATIONS AT A TIME. MODEL: " AQUASTAR 2400EONG" BY BOSCH, OR "AQUASTAR 2505X0NG" OR APPROVED EQUAL OR RINNAI MODEL # R85E (2532W). 5. WATER SYSTEM PIPING: PEX, CROSS-LINKED FLEXIBLE, POLYETHYLENE PLASTIC PIPING WITH HIGH TEMPERATURE POLYMER FITINGS PROVIDE 1" THICK FOAM INSULATION AT ALL HOT WATER PIPING, AND 1/2" THICK AT ALL COLD WATER PIPING ABOVE THE SLAB, INCLUDING UNDER THE CONCRETE SLAB. PROVIDE CONTINUOUS PLASTIC SHEATHING AT ALL WATER SYSTEM PIPING PLACED BENEATH THE SLAB; COLOR CODED TO PROTECT THE TUBING - NOT SHOWN IN THIS PLAN. 6. WATER SYSTEM PIPING SHALL BE INSTALLED UNDERNEATH THE VAPOR BARRIER MEMBRANE FOR THE CONCRETE SLAB. NO JOINTS IN THE PIPING OR TUBING BENEATH THE SLAB ARE PERMITTED 7. WASTE WATER DRAIN AND VENT PIPING: PVC, SCHEDULE 40. MECHANICAL NOTES 1. ALL MECHANICAL SYSTEMS AND PLANNING BY OTHERS.. 2. HVAC SYSTEM DUCTWORK CONSTRUCTION SHALL BE REINFORCED FOIL FACED SEMI-RIGID GLASS FIBER DUCTS (SQUARE, RECTANGULAR). WITH FLEX DUCT CONNECTIONS AT MOST REGISTERS OR DIFFUSERS. SUPPLY AIR AND RETURN AIR DUCTWORK SHALL BE MINIMUM R-8 INSULATION. FLEX DUCTWORK CONNECTIONS SHALL ALSO BE RATED MINIMUM R-8. 4. HIGH QUALITY RESIDENTIAL SUPPLY DIFFUSERS AND RETURN AIR GRILLES, AS APPROVED BY THE OWNER, SHALL BE PROVIDED. STAMPED METAL GRILLES WILL NOT BE ACCEPTABLE. 5. VIBRATION ISOLATION AT THE AIR HANDLING UNIT SHALL BE PROVIDED, UTILIZING MINIMUM OF 4 - 1" THICK RUBBER ISOLATION PADS. 6. MECHANICAL DESIGN/BUILD CONTRACTOR TO SUBMIT SHOP DRAWINGS AND PRODUCT DATA INFORMATION, PRIOR TO ORDERING EQUIPMENT OR MATERIALS, FOR APPROVAL BY THE OWNER AND ARCHITECT, DESCRIBING ALL OF THE MECHANICAL EQUIPMENT, DUCTWORK, INSULATION, PIPING, DIFFUSERS, GRILLES AND REGISTERS, THERMOSTATS, ACCESSORIES AND OTHER ITEMS REQUIRED TO COMPLETE THE MECHANICAL SYSTEM WORK. INDICATE ALL DUCTWORK CONSTRUCTION MATERIALS, DUCT SIZES AND AIR VOLUME CAPACITIES IN CFM AT ALL DIFFUSERS, GRILLES AND REGISTERS, TURNING VANES, LOCATIONS OF FLEX AND FIXED CONNECTIONS, VIBRATION ISOLATION DEVICES, AND OTHER APPLICABLE INFORMATION. 1. LAYOUT SHOWN IS SCHEMATIC ONLY. ELECTRICAL CONTRACTOR SHALL ELECTRICAL SYSTEM IN CONFORMANCE WITH ALL APPLICABLE CODES. DESIGN AND FURNISH 3. PROVIDE ENERGY EFFICIENT AIR HANDLING AND CONDENSING UNITS WITH MINIMUM 14 SEER. COMPLY WITH COA STANDARDS. 9. PROVIDE DIRECTORY IDENTIFYING ALL CIRCUITS AND ROOM NAMES FOR COMPLETED ELECTRICAL SYSTEM, MOUNTED ON INSIDE FRONT CORNER OF PANEL. 1. ALL WATERPROOFING, INCLUDING FINAL ROOF SLOPES, MATERIALS, ETC. BY OTHERS. WATERPROOFING NOTES 2. COORDINATE WITH HVAC INSTALLER TO PROVIDE POWER FOR ALL MECHANICAL UNITS. 3. PROVIDE NEW DISTRIBUTION PANELS AS REQUIRED, COORDINATE DESIGNER. LOCATION WITH BUILDING 4. COORDINATE WITH PLUMBING CONTRACTOR TO PROVIDE POWER FOR TANK-LESS WATER HEATER WITH ELECTRIC IGNITION CONTROLS, GARBAGE DISPOSALS, EJECTOR AND OTHER EQUIPMENT WHERE INDICATED OR NOTED. 5. VERIFY POWER REQUIREMENT FOR APPLIANCES WITH ARCHITECT/GENERAL CONTRACTOR. 6. BUILDING SERVICE TO ELECTRICAL PANELS SHALL BE OVERHEAD. 7. CONDUCTORS: COPPER, ROMEX, INSULATED UL APPROVED, PER COA CODE AND NEC. 8. PANELS, SWITCHGEAR: MAIN DISTRIBUTION PANELS SHALL BE EQUIPPED WITH APPROPRIATE NUMBER AND SIZE OF CIRCUIT BREAKERS/ PROVIDE MIN. OF FOUR SPARES, BLANK WITHOUT CIRCUIT BREAKERS. 10. OUTLET BOXES AND BOXES FOR LIGHT FIXTURES AND SWITCH BOXES SHALL BE PLASTIC, UL APPROVED, PER COA CODE, BY PASS AND SEYMOUR OR EQUAL. PROVIDE SPECIAL GALVANIZED METAL BOXES FOR CEILING FANS. PROVIDE GALVANIZED METAL BOXES IN MASONRY OR CEMENT PLASTER WALLS. 11. WIRING DEVICES: SWITCHES AND RECEPTACLES; UL APPROVED BY PASS AND SEYMOUR OR EQUAL. SWITCHES SHALL BE SILENT TYPE, DECORATOR SWITCHES APPROVED BY ARCHITECT. DIMMER SWITCHES, UL APPROVED BY LUTRON, TYPE APPROVED BY ARCHITECT. 12. DEVICE PLATES: PLASTIC, BY PASS AND SEYMOUR OR LUTRON, OR EQUAL, COLOR APPROVED BY ARCHITECT. 13. IN GENERAL, WALL OUTLET BOXES FOR RECEPTACLES SHALL BE MOUNTED AT 15" AFF TO CENTERLINE, TYPICAL AND BOXES FOR SWITCHES AND DIMMERS SHALL BE MOUNTED AT 48" AFF TO CENTERLINE, TYPICAL. 14. FIELD VERIFY AND COORDINATE WITH ARCHITECT REGARDING MOUNTING HEIGHTS AND LOCATIONS AND FINISH THICKNESSES FOR OUTLET BOXES AT KITCHEN AND BATHROOM CABINETS AND COUNTERTOPS, BACK AND END SPLASHES, AND OTHER SPECIAL CONDITIONS. 15. ALL OUTLETS IN ALL LOCATIONS SHOULD BE ARC FAULT PER 210.12 OF NFPA 70 (IBC 2012), UNLESS NOTED OTHERWISE. 16. ALL OUTLETS IN BATHROOMS, LAUNDRY ROOMS, GARAGES, ACCESSORY BUILDINGS AND EXTERIOR TO BE GROUND-FAULT CIRCUIT INTERRUPT. AS WELL AS ALL LOCATIONS IN A KITCHEN THAT SERVICE COUNTERTOP SURFACES AND WITHIN 6FT OF THE EDGE OF SINK, BATHTUB, OR SHOWER STALL. 17. ALL OUTDOOR OUTLETS AND LIGHTS SHOULD BE ON A GROUND FAULT BREAKER. 8. PROVIDE CONCEALED WOOD BLOCKING, CONTINUOUS, WHERE REQUIRED IN ALL WOOD STUD PARTITIONS FOR THE PROPER ANCHORAGE OF WALL ATTACHED ITEMS, SUCH AS MIRRORS, TOILET ACCESSORIES, FUTURE GRAB BARS, WALL-HUNG AND BASE CABINETS, COUNTERTOPS, WALL-HUNG LAVATORIES, CLOSET RODS, CLOSET LEDGER STRIPS AND SHELVES, METALS SHELF BRACKETS, OWNER PROVIDED CLOSET SYSTEM ITEMS, FIRE EXTINGUISHERS, BRACING AT CEILING FANS, AND ALL OTHER ITEMS OR MISCELLANEOUS EQUIPMENT. 9. ALL INTERIOR PARTITION WALLS EXTEND TO THE BOTTOM OF THE CEILING/ FLOOR FRAMING OR ROOF FRAMING, UNLESS NOTED OTHERWISE, AND BRACED TO THE STRUCTURE AS REQUIRES TO PREVENT MOVEMENT OR DEFLECTION. 10. ALL INTERIOR PARTITION WALLS EXTEND TO THE STRUCTURE OR THE BOTTOM OF CEILING/FLOOR FRAMING OR CEILING/ROOF FRAMING, UNLESS NOTED OR INDICATED OTHERWISE. ALL INTERIOR PARTITIONS THAT DO NOT EXTEND TO THE FRAMING SHALL BE BRACED TO THE STRUCTURE AS REQUIRED TO PREVENT MOVEMENT OR DEFLECTION. 11. NOTIFY THE ARCHITECT IMMEDIATELY OF DISCREPANCIES IN THE DRAWINGS, BETWEEN THE DRAWINGS AND SPECIFICATIONS, OR BETWEEN THE DRAWINGS AND ACTUAL JOB CONDITIONS WHICH AFFECT THE EXECUTION OF THE WORK AS INTENDED. THE ARCHITECT WILL ISSUE A CLARIFICATION OR PREPARE ALTERNATE DOCUMENTS WHICH MAY BE REQUIRED. 12. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES, FOR CHECKING AND COORDINATING ALL CONTRACT DOCUMENTS, SUBMITTALS, FIELD CONDITIONS AND DIMENSIONS FOR ACCURACY, AND CONFIRMING THAT THE WORK IS BUILDABLE AS SHOWN AND WITH CONSTRUCTION. IF THERE ARE INTENDED, BEFORE PROCEEDING QUESTIONS REGARDING THESE OR ANY OTHER COORDINATION ISSUES, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ARCHITECT REGARDING THE WORK, OR ANY RELATED WORK, IN QUESTION, BEFORE PROCEEDING WITH THE WORK. 13. AREA QUANTITIES NOTED ON THE PLAN DRAWINGS ARE PROVIDED FOR INFORMATION PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR FIELD CALCULATIONS UTILIZED VERIFICATION OF ALL DIMENSIONS AND AREA TO DETERMINE HIS COSTS AND QUANTITIES NECESSARY TO PROVIDE ALL LABOR, MATERIALS, COMPONENTS, AND ACCESSORIES REQUIRED TO COMPLETE WORK. 14. DIMENSIONS SHOWN ARE FOR NOMINAL OPENINGS; FRAMERS SHALL ALLOW ROUGH OPENING CLEARANCES AS REQUIRED. 15. 12" FLASHING TAPE (PEEL & STICK MEMBRANE), TO BE APPLIED TO SEAL ALL CORNERS AND OPENINGS OF THE BUILDING VISITABILITY NOTES 1. IN ACCORDANCE WITH R320.6 OF THE VISITABILITY ORDINANCE NO.20140130-021, PROVIDE ONE NO STEP ENTRANCE WITH A BEVELED THRESHOLD OF 1 2" OR LESS AND A MINIMUM 32" CLEAR OPENING DOOR. 2. IN ACCORDANCE WITH R320.3 OF THE VISITABILITY ORDINANCE NO.20140130-021, PROVIDE VISITABLE BATHROOM WITH MINIMUM CLEAR OPENING OF 30 INCHES, LATERAL 2X6 OR LARGER WOOD BLOCKING INSTALLED FLUSH WITH STUD EDGES OF BATHROOM WALLS, AND CENTERLINE OF BLOCKING MUST BE 34: FROM AND PARALLEL TO INTERIOR FLOOR LEVEL, EXCEPT PORTION DIRECTLY BEHIND THE LAVATORY. 3. IN ACCORDANCE WITH R320.4 OF THE VISITABILITY ORDINANCE NO.20140130-021, FIRST FLOOR LIGHT SWITCHES AND ENVIRONMENTAL CONTROLS TO BE PLACED AT A MAXIMUM OF 48" ABOVE FINISH FLOOR, OUTLETS AND RECEPTACLES MUST BE A MINIMUM OF 15" ABOVE FINISH FLOOR, EXCEPT FLOOR OUTLETS AND RECEPTACLES. 4. IN ACCORDANCE WITH R320.5 OF THE VISITABILITY ORDINANCE NO.20140130-021, PROVIDE MINIMUM 32" CLEAR PATH ACCESS STARTING FROM ENTRANCE (R320.6) AND ALLOWING ACCESS THROUGHOUT FIRST FLOOR AND TO THE FIRST FLOOR BATHROOM DESIGNATED UNDER R320.3 5. IN ACCORDANCE WITH R320.7 OF THE VISITABILITY ORDINANCE NO.20140130-021, PROVIDE A VISIBLE 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. Project: 2107 BRACKENRIDGE MTTR MGMT 213 590.2868 BEN@MA77ER.COM T S E G D I R N E K C A R B 7 0 1 2 4 0 7 8 7 S A X E T , N I T S U A DATE: 05/04/22 JOB #: 22.0504 GENERAL NOTES A0.1 All rights reserved. All designs, drawings, plans & specifications are the property of MTTR MGMT, LLC. Purchaser's rights are conditional & limited to a one-time use to construct a single project on the site & use is limited specifically to such property. The use or reproduction of these plans concerning any other construction is strictly prohibited without the written permission of MTTR MGMT, LLC SITE NOTES: 1. 2. 3. 4. ALL F.F.E. HEIGHTS ARE LISTED ON THE ELEVATIONS. PLEASE LOOK TO THE A3 AND STRUCTURAL SHEETS IN ORDER TO COORDINATE. ALL HEIGHTS ARE ESTIMATIONS BASED ON THE SURVEY. VERIFY ALL HEIGHTS IN FIELD WITH A SURVEYOR AND COORDINATE IF ANY DISCREPANCY IS DISCOVERED. ALL UTILITY LOCATIONS ARE SUGGESTIONS ONLY. COORDINATE ALL FINAL UTILITY LOCATIONS AND INSTALLATION TYPE WITH UTILITY CONTRACTORS. FINAL SLAB HEIGHTS ARE BASED ON THE ENGINEERS DRAWINGS. COORDINATE IF ANY DISCREPANCY IS DISCOVERD PRIOR TO FORM WORK BEING INSTALLED. LEGEND AC EM GM WM WH w A/C UNIT ELEC. METER GAS METER WATER METER WATER HEATER WATER WASTE WATER POOL EQUIP POOL EQUIPMENT -4" LIVING 10' CLG DINING 10' CLG KITCHEN 10' CLG -4" MASTER BEDROOM 10' CLG BEDROOM B 10' CLG NO STEP -4" BEDROOM A 10' CLG BEDROOM A 10' CLG PANTRY REF NO STEP -4" KITCHEN 10' CLG FIRST FLOOR GFA 2172 SF OFFICE BUILT IN UP TO 2 DINING 10' CLG LIVING 10' CLG PANTRY REF UP TO 2 OFFICE BUILT IN UP FROM 1 BEDROOM B 10' CLG MASTER CLOSET NO STEP -4" MASTER CLOSET ATTIC LADDERSECOND FLOOR GFA 1802 SF NO STEP -4" CHASE LINEN MASTER BEDROOM 10' CLG CHASE UP FROM 1 TOTAL GFA 3974 SF HVAC CLOSET NO STEP -4" GFA CALCULATIONS 3 24X36 SIZE SCALE: 1/16" = 1'-0" (11X17 SIZE SCALE: 1/32"=1'-0") BALCONY 188 SF Project: 2107 BRACKENRIDGE MTTR MGMT 213 590.2868 BEN@MA77ER.COM UP TO 2 UP FROM 1 UNCOVERED PORCH 62 SF COVERED PORCH 200 SF POOL COPING 62 SF COVERED PORCH 39 SF COVERED PORCH 178 SF NO STEP -4" CARPORT 200 SF BEDROOM A 10' CLG BEDROOM A 10' CLG PANTRY REF KITCHEN 10' CLG FIRST FLOOR 2172 SF NO STEP -4" OFFICE BUILT IN DINING 10' CLG LIVING 10' CLG COVERED PORCH 65 SF GARAGE 200 SF PANTRY REF -4" LIVING 10' CLG DINING 10' CLG KITCHEN 10' CLG UP TO 2 UP FROM 1 ATTIC UNDER 5' 76 SF OFFICE BUILT IN ATTIC 240 SF BEDROOM B 10' CLG MASTER CLOSET NO STEP -4" MASTER CLOSET ATTIC LADDER LINEN SECOND FLOOR 1559 SF NO STEP -4" CHASE MASTER BEDROOM 10' CLG CHASE -4" MASTER BEDROOM 10' CLG BEDROOM B 10' CLG HVAC CLOSET ATTIC 225 SF NO STEP -4" AREA CALCULATIONS 2 24X36 SIZE SCALE: 1/16" = 1'-0" (11X17 SIZE SCALE: 1/32"=1'-0") DRIVEWAY 450 SF REGRADE HIGHER PERIMETER OF SLAB IF NECCESSARY TO ENSURE 6" BETWEEN FFE AND GRADE. DO NOT GRADE WITHIN THE 1 TREE 242 2 CRZ OF ANY TO BE REMOVED 46'-2" P H R I I G M H A P Y R 243 TO BE REMOVED O N I T = 5 8 3 ' - 0 " OFF STREET PARKING SPACE 8.5X17 5' SETBACK OFF STREET PARKING SPACE 8.5X17 252 TO BE REMOVED 253 TO BE REMOVED 254 TO BE REMOVED 255 TO BE REMOVED S62°08'52"E 170.95' TO BE REMOVED 256 257 TO BE REMOVED 258 PO OL EM GM WM WH AC SINGLE FAMILY RESIDENCE UNIT A FFE: 583'-6" (V.I.F. 6" ABOVE HIGHEST POINT OF GRADE ALONG PERIMETER OF SLAB AND REGRADE IF NECCESSARY SO THAT SLAB DOESN'T EXCEED STATED HEIGHT) 251 TO BE REMOVED 241 TO BE REMOVED 28'-9" ENSURE POOL WATER SURFACE IS >10 FEET FROM ANY AND ALL POWER LINES. DO NOT DIG WITHOUT CONFIRMING WITH SURVEYOR FIRST. K C A B T E S ' 5 2 SINGLE FAMILY RESIDENCE UNIT B FFE: 582'-0" (V.I.F. 6" ABOVE HIGHEST POINT OF GRADE ALONG PERIMETER OF SLAB AND REGRADE IF NECCESSARY SO THAT SLAB DOESN'T EXCEED STATED HEIGHT) ENSURE POOL WATER SURFACE IS >10 FEET FROM ANY AND ALL POWER LINES. DO NOT DIG WITHOUT CONFIRMING WITH SURVEYOR FIRST. " 6 - ' 2 E G D I R N E K C A R B " 6 - ' 2 " 0 - ' 3 " 0 - ' 3 " 0 - ' 2 ' 7 9 . 7 5 ' E " 6 2 0 0 ° 7 2 N " 6 - ' 2 E N I L Y T R E P O R P 2'-6" " 0 - ' 2 1 2'-6" BENCHMARK TRIANGLE - REFER TO SURVEY FOR EXACT LOCATION AND ELEVATION 2'-6" " 0 - ' 2 1 2'-6" " 6 - ' 2 " 0 - ' 3 " 0 - ' 3 " 0 - ' 2 245 TO BE REMOVED OFF STREET PARKING SPACE 8.5X17 OFF STREET PARKING SPACE 8.5X17 PROPERTY LINE 244 173 TO BE REMOVED TO BE REMOVED 247 TO BE REMOVED N62°08'52"W 171.00' TO BE REMOVED 248 249 TO BE REMOVED 174 TO BE REMOVED 5' SETBACK 246 TO BE REMOVED AC EM GM WM WH PO OL 9'-0" 7 T = 5 250 Y OIN TO BE REMOVED R A W P RIM LO P 40'-0" MCMANSION ZONE #1 HIGH POINT 583' 40'-0" MCMANSION ZONE #2 HIGH POINT 581' 40'-0" MCMANSION ZONE #3 HIGH POINT 579' 261 6'-1" MCMANSION ZONE #4 HIGH POINT 578' PROPERTY LINE K C A B T E S ' 0 1 E N I L Y T R E P O R P 260 TO BE REMOVED 175 TO BE REMOVED 259 TO BE REMOVED ' 7 9 . 7 5 W " 2 3 1 5 ° 6 2 S ' SITE PLAN 1 24X36 SIZE SCALE: 1/8" = 1'-0" (11X17 SIZE SCALE: 1/16"=1'-0") T S E G D I R N E K C A R B 7 0 1 2 4 0 7 8 7 S A X E T , N I T S U A DATE: 05/04/22 JOB #: 22.0504 SITE PLAN A1.0 UP TO 2 VISITABILTY NOTES 4 NO STEP -4" " 8 - ' 2 R A E L C 32" CLEAR VISITABLE ROUTE DINING 10' CLG KITCHEN 10' CLG SEE VISITABLE ENTRANCE NOTES ON A1.2 LIVING 10' CLG " 8 - ' 2 R A E L C UP TO 2 BEDROOM A 10' CLG BEDROOM A 10' CLG PANTRY REF NO STEP -4" 2'-8" CLEAR OFFICE BUILT IN 32" CLEAR VISITABLE ROUTE PANTRY REF -4" LIVING 10' CLG DINING 10' CLG KITCHEN 10' CLG THRESHOLD DETAIL @ ENTRANCE 3 24X36 SIZE SCALE: 1" = 1'-0" (11X17 SIZE SCALE: 1/2"=1'-0") PRIMARY VISITABILITY PLAN 1 24X36 SIZE SCALE: 1/4" = 1'-0" (11X17 SIZE SCALE: 1/8"=1'-0") All rights reserved. All designs, drawings, plans & specifications are the property of MTTR MGMT, LLC. Purchaser's rights are conditional & limited to a one-time use to construct a single project on the site & use is limited specifically to such property. The use or reproduction of these plans concerning any other construction is strictly prohibited without the written permission of MTTR MGMT, LLC Project: 2107 BRACKENRIDGE MTTR MGMT 213 590.2868 BEN@MA77ER.COM T S E G D I R N E K C A R B 7 0 1 2 4 0 7 8 7 S A X E T , N I T S U A DATE: 05/04/22 JOB #: 22.0504 VISITABILITY A1.2 TREE LIST Tag No. Description 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 173 174 175 16" Chinaberry (12.5" and 7" stems) 13" Chinaberry 12" Hackberry 12" Hackberry 10" Hackberry 11" Pecan 8" Hackberry 8" Hackberry 8" Hackberry 14" Hackberry 12" Hackberry 8" Hackberry 11" Hackberry 9" Hackberry 9.5" Hackberry 11" Hackberry 8" Hackberry 10" Hackberry 12.5" Texas Ash 12" Texas Ash 25" Pecan 9" Hackberry 9.5" Lygustrum cluster of Lygustrums 9.5", three 9" and two 7" WATER LINE WASTEWATER LINE GAS LINE ELECTRIC LINE ' 7 9 . 7 5 ' E " 6 2 0 0 ° 7 2 N 241 TO BE REMOVED SPOILS C O N S T . D U M P S T E R CONST. TOILET T U O H S A W T N I A P E T E R C N O C T U O H S A W BENCHMARK TRIANGLE - REFER TO SURVEY FOR EXACT LOCATION AND ELEVATION MATERIAL STAGING E G D I R N E K C A R B 242 TO BE REMOVED 243 TO BE REMOVED 252 TO BE REMOVED 253 TO BE REMOVED 254 TO BE REMOVED 255 TO BE REMOVED S62°08'52"E 170.95' TO BE REMOVED 256 257 TO BE REMOVED 258 PO OL EM GM WM WH AC 251 TO BE REMOVED 260 TO BE REMOVED 175 TO BE REMOVED 259 TO BE REMOVED ' 7 9 . 7 5 W " 2 3 1 5 ° 6 2 S ' ACCESS AND EXCAVATION ROUTE 245 TO BE REMOVED WATER LINE WASTEWATER LINE GAS LINE ELECTRIC LINE 244 173 TO BE REMOVED TO BE REMOVED 247 TO BE REMOVED N62°08'52"W 171.00' TO BE REMOVED 248 249 TO BE REMOVED 250 TO BE REMOVED 174 TO BE REMOVED FULL CRZ 246 TO BE REMOVED AC EM GM WM WH PO OL X X X X X X X 1/2 CRZ 1/4 CRZ 261 12'-6" Project: 2107 BRACKENRIDGE MTTR MGMT 213 590.2868 BEN@MA77ER.COM T S E G D I R N E K C A R B 7 0 1 2 4 0 7 8 7 S A X E T , N I T S U A DATE: 05/04/22 JOB #: 22.0504 TREE SURVEY A1.3 TREE PLAN 1 24X36 SIZE SCALE: 1/8" = 1'-0" (11X17 SIZE SCALE: 1/16"=1'-0") All rights reserved. All designs, drawings, plans & specifications are the property of MTTR MGMT, LLC. Purchaser's rights are conditional & limited to a one-time use to construct a single project on the site & use is limited specifically to such property. The use or reproduction of these plans concerning any other construction is strictly prohibited without the written permission of MTTR MGMT, LLC Project: 2107 BRACKENRIDGE MTTR MGMT 213 590.2868 BEN@MA77ER.COM T S E G D I R N E K C A R B 7 0 1 2 4 0 7 8 7 S A X E T , N I T S U A DATE: 05/04/22 JOB #: 22.0504 TREE NOTES A1.4 All rights reserved. All designs, drawings, plans & specifications are the property of MTTR MGMT, LLC. Purchaser's rights are conditional & limited to a one-time use to construct a single project on the site & use is limited specifically to such property. The use or reproduction of these plans concerning any other construction is strictly prohibited without the written permission of MTTR MGMT, LLC UP TO 2 75'-9 1/2" NO STEP -4" BEDROOM A 10' CLG BEDROOM A 10' CLG " 2 / 1 5 - ' 6 2 PANTRY REF NO STEP -4" 14'-4 1/2" OFFICE BUILT IN DINING 10' CLG KITCHEN 10' CLG LIVING 10' CLG " 0 - ' 5 UP TO 2 -4" LIVING 10' CLG DINING 10' CLG KITCHEN 10' CLG PANTRY REF FIREWALL LENGTH DIAGRAM 2 24X36 SIZE SCALE: NTS PROVIDE FIRE BLOCKING AT CEILING, FLOOR AND ROOF LEVELS. PROVIDE DRAFT TOPS AT 10' INTERVALS HORIZONTALLY ROOF DECK ROOF JOIST PER STRUCTURAL ENGINEER 2 LAYERS 1" TOUGHROCK SHAFTLINER AT INTERIOR ATTACHMENT CLIPS - SEE UL373 NOTE 6 CEILING JOIST PER STRUCTURAL ENGINEER 3/4" AIR SPACE 1 LAYER 1/2" MINIMUM TOUGHROCK FIREGUARD C SOUND BATT INSULATION BOTH SIDES 1 LAYER 1/2" MINIMUM TOUGHROCK FIREGUARD C ATTACHMENT CLIPS - SEE UL373 NOTE 6 FLOOR TRUSS PER STRUCTURAL ENGINEER 3/4" AIR SPACE 2 LAYERS 1" TOUGHROCK SHAFTLINER AT INTERIOR 2X WALL FRAME PER STRUCTURAL SEAL ALL PENETRATIONS WITH 1HR RATED FIRE CAULK ATTACHMENT CLIPS - SEE UL373 NOTE 6 Project: 2107 BRACKENRIDGE MTTR MGMT 213 590.2868 BEN@MA77ER.COM T S E G D I R N E K C A R B 7 0 1 2 4 0 7 8 7 S A X E T , N I T S U A DATE: 05/04/22 JOB #: 22.0504 PARTY WALL A1.5 All rights reserved. All designs, drawings, plans & specifications are the property of MTTR MGMT, LLC. Purchaser's rights are conditional & limited to a one-time use to construct a single project on the site & use is limited specifically to such property. The use or reproduction of these plans concerning any other construction is strictly prohibited without the written permission of MTTR MGMT, LLC UL373 WALL DETAIL 1 24X36 SIZE SCALE: 1/2" = 1'-0" (11X17 SIZE SCALE: 1/4"=1'-0") GENERAL NOTES: PLAN NOTES: - ALL EXTERIOR WALLS 2X6; INTERIOR WALLS 2X4; PLUMBING WALLS 2X6. INSULATE EXTERIOR WALLS R-19 MIN. - FORM INSULATE ROOF, R-38 MIN. - ENTIRE HOUSE IS TRIMLESS WITH DRYWALL REVEAL THROUGHOUT. 1. ALL EGRESS WINDOWS AND DOORS TO COMPLY WITH 2021 IRC 2. STAIRS, HANDRAILS, AND GUARDRAILS TO COMPLY WITH 2021 IRC 3. FIRST FLOOR OF NEW CONSTRUCTION WITH ANY LIVING SPACE TO COMPLY WITH ALL CITY VISITABILITY STANDARDS. 4. INSTALL ALL SMOKE AND CARBON MONOXIDE DETECTORS AS REQUIRED BY CODE. 20'-0" 5'-6 1/2" 3'-9 1/2" 11'-4 1/2" 20'-9" 4'-3 1/2" 1'-3" 2'-3 1/2" 2'-0" 3'-0" 5'-11" 2'-5 1/2" 2'-0" 8'-1 1/2" 8'-1 1/2" 2'-6" 1 75'-9 1/2" 10'-4" 6'-0 1/2" NO STEP -4" 12 11 10 EGRESS 9 EGRESS BEDROOM A 10' CLG BEDROOM A 10' CLG " 2 - ' 2 " 2 / 1 0 1 - ' 3 " 3 - ' 2 11 12 " 2 / 1 0 - ' 6 " 0 - ' 2 13 " 2 / 1 3 - ' 2 " 2 / 1 0 - ' 2 8 7 PANTRY 9 8 2'-10 1/2" 3'-9" 2'-6 1/2" 6 7 6 8'-7" REF 2'-2 1/2" 2'-3 1/2"2'-3 1/2" 10 DINING 10' CLG KITCHEN 10' CLG 3'-6" 2'-0" NO STEP " 0 - ' 4 " 6 - ' 3 14'-4 1/2" 5 OFFICE BUILT IN " 2 / 1 1 1 - ' 5 4 2 " 2 / 1 1 1 - ' 6 2 " 1 - ' 4 -4" " 2 / 1 6 - ' 5 " 4 - ' 4 -4" LIVING 10' CLG DINING 10' CLG " 2 / 1 9 - ' 2 1 " 2 - ' 3 3 " 3 - ' 3 " 2 / 1 0 - ' 6 " 6 - ' 3 " 2 - ' 2 1 " 0 - ' 1 2 4'-0" 3'-9" " 3 3" " 3 3" 3" " 3 2 " 2 / 1 1 1 - ' 5 4 " 4 - ' 4 " 2 - ' 4 " 2 - ' 7 " 8 - ' 7 " 0 1 - ' 9 " 6 - ' 8 " 0 1 - ' 4 1 " 2 / 1 9 - ' 2 1 11" UP TO 2 " 6 - ' 3 1 3'-0" 2'-8" 5'-8" 1 2 2 LIVING 10' CLG " 6 - ' 4 " 2 / 1 8 - ' 9 3 " 2 / 1 2 - ' 6 " 2 / 1 8 - ' 1 3 4 11" UP TO 2 " 6 - ' 3 " 0 - ' 2 " 6 - ' 2 " 0 - ' 2 " 6 - ' 2 " 0 - ' 0 1 " 3 75'-9 1/2" 1 2'-6" 9'-8" 15'-1 1/2" 20'-7 1/2" 3'-0" 3" 4'-6" 20'-0" FIRST FLOOR PLAN 1 24X36 SIZE SCALE: 1/4" = 1'-0" (11X17 SIZE SCALE: 1/8"=1'-0") 9'-0" 3'-6" 2'-0" 3'-0" REF PANTRY 3'-6" KITCHEN 10' CLG " 0 - ' 4 " 0 - ' 4 4 4'-6" 12'-0" 21'-0" 5 4'-6" All rights reserved. All designs, drawings, plans & specifications are the property of MTTR MGMT, LLC. Purchaser's rights are conditional & limited to a one-time use to construct a single project on the site & use is limited specifically to such property. The use or reproduction of these plans concerning any other construction is strictly prohibited without the written permission of MTTR MGMT, LLC Project: 2107 BRACKENRIDGE MTTR MGMT 213 590.2868 BEN@MA77ER.COM T S E G D I R N E K C A R B 7 0 1 2 4 0 7 8 7 S A X E T , N I T S U A DATE: 05/04/22 JOB #: 22.0504 PRIMARY PLANS A2.0 GENERAL NOTES: PLAN NOTES: - ALL EXTERIOR WALLS 2X6; INTERIOR WALLS 2X4; PLUMBING WALLS 2X6. INSULATE EXTERIOR WALLS R-19 MIN. - FORM INSULATE ROOF, R-38 MIN. 1. ALL EGRESS WINDOWS AND DOORS TO COMPLY WITH 2021 IRC 2. STAIRS, HANDRAILS, AND GUARDRAILS TO COMPLY WITH 2021 IRC 3. FIRST FLOOR OF NEW CONSTRUCTION WITH ANY LIVING SPACE TO COMPLY WITH ALL CITY VISITABILITY STANDARDS. 4. INSTALL ALL SMOKE AND CARBON MONOXIDE DETECTORS AS REQUIRED BY CODE. 1 75'-9 1/2" 12'-6 1/2" 10'-6 1/2" 2'-0" OFFICE BUILT IN 30 EGRESS " 2 / 1 1 1 - ' 0 2 " 0 - ' 4 " 0 - ' 2 24'-0" 7'-1 1/2" 11'-4 1/2" 17'-3" 3'-6" 4'-0" 6'-11 1/2" 13'-0 1/2" 5'-5 1/2" 1'-6" 2'-11" 3'-9" 3'-9" 2'-7 1/2" 2'-1 1/2" 4'-0" 34 33 32 31 UP FROM 1 4'-9" 2'-2 1/2" 14 11'-9" 8'-11 1/2" 13 NO STEP -4" 5'-3" 6'-6" 5'-2 1/2" 3'-9" MASTER CLOSET 16 2 " 2 / 1 1 1 - ' 5 4 15 LINEN 6'-2" 14 15 MASTER BEDROOM 10' CLG 9'-8" 16 EGRESS 17 CHASE " 4 - ' 8 4'-7" ATTIC LADDER 19 " 2 / 1 4 - ' 7 17 18 2'-5" 3'-2" " 2 / 1 7 - ' 7 " 0 - ' 2 " 2 / 1 3 - ' 2 " 2 / 1 7 - ' 5 " 6 - ' 1 " 6 - ' 4 " 6 - ' 4 9" 2'-0" 12'-0" 2'-6" 3'-6" BEDROOM B 10' CLG 14'-4 1/2" MASTER CLOSET 31 30 " 0 - ' 4 9'-4 1/2" 7'-7 1/2" 1'-9" 2'-8" 21 20 8'-1 1/2" 2'-0" 2'-0" NO STEP -4" CHASE MASTER BEDROOM 10' CLG 26 EGRESS 12'-6" " 2 / 1 1 1 - ' 5 4 2 2'-0" " 2 / 1 1 - ' 5 2'-0" 27 " 3 - ' 1 " 1 1 - ' 1 " 9 - ' 6 24 11'-1 1/2" 22 " 9 - ' 3 BEDROOM B 10' CLG 18 19 20 21 22 UP FROM 1 " 0 - ' 4 23 -4" 29 28 27 25 24 EGRESS 26 " 2 / 1 0 - ' 2 1 " 0 - ' 2 " 0 - ' 2 " 9 - ' 3 " 2 / 1 9 - ' 5 29 28 " 2 / 1 0 - ' 2 " 0 1 - ' 9 " 0 - ' 1 " 6 - ' 3 " 5 - ' 7 " 6 - ' 3 " 1 1 - ' 6 " 0 - ' 1 " 2 / 1 9 - ' 2 1 " 2 / 1 6 - ' 3 " 2 / 1 0 1 - ' 3 " 9 - ' 1 " 6 - ' 3 " 8 - ' 1 3'-0" 4'-5 1/2" 3'-5" 1'-8" 3'-1" 3'-6" HVAC CLOSET " 2 / 1 0 - ' 2 25 1'-10 1/2" NO STEP -4" 23 " 0 - ' 3 " 2 / 1 0 - ' 9 " 0 - ' 3 1 " 2 / 1 3 - ' 2 " 6 - ' 0 1 " 6 - ' 2 " 2 / 1 1 - ' 4 " 2 / 1 1 - ' 4 " 0 - ' 2 " 0 - ' 2 " 5 - ' 6 " 5 - ' 0 1 2'-6" 10'-6 1/2" 7'-7" 2'-6" 3'-9" 3'-9" 3'-9" 3'-9" 2'-6" 1'-6 1/2" 3'-9" 9'-8" 20'-7 1/2" 4'-6" 20'-0" 7'-5 1/2" 5'-3 1/2" 8'-3" 75'-9 1/2" 1 SECOND FLOOR PLAN 1 24X36 SIZE SCALE: 1/4" = 1'-0" (11X17 SIZE SCALE: 1/8"=1'-0") All rights reserved. All designs, drawings, plans & specifications are the property of MTTR MGMT, LLC. Purchaser's rights are conditional & limited to a one-time use to construct a single project on the site & use is limited specifically to such property. The use or reproduction of these plans concerning any other construction is strictly prohibited without the written permission of MTTR MGMT, LLC Project: 2107 BRACKENRIDGE MTTR MGMT 213 590.2868 BEN@MA77ER.COM T S E G D I R N E K C A R B 7 0 1 2 4 0 7 8 7 S A X E T , N I T S U A DATE: 05/04/22 JOB #: 22.0504 PRIMARY PLANS A2.1 ROOF GENERAL NOTES: 1. DIMENSIONS INDICATED ARE HORIZONTAL PLAN DIMENSIONS. 2. REFER TO REFLECTED CEILING PLAN FOR EXTENT OF SOFFITS. 3. ROOF VENT LOCATIONS ARE NOT SHOWN. COORDINATE WITH OTHER TRADES FOR EXACT LOCATION OF ALL ROOF PENETRATIONS CENTERED IN METAL ROOF PANEL SYMMETRICAL WITH AND COORDINATE WITH RAFTERS AT 16" O.C. STANDING SEAMS AT 12" O.C., 4. ROOF ASSEMBLY: METAL ROOF SYSTEM 5. BREATHABLE, HIGH TEMP ROOF UNDERLAYMENT PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE 1" UNDER-DECK VENTILATION / AIR SPACE WHEN USING POLYURETHANE FOAM INSULATION. 6. ALL ROOF PENETRATIONS, CURBS, FLUES, VENTS, VENT CAPS, HOODS, FAN HOUSINGS, ETC. SHALL BE FINISHED OR PAINTED TO MATCH ROOF 7. PROVIDE FLEXIBLE PIPE FLASHINGS UNITS AT ALL PLUMBING, COOKTOP/RANGE, AND DRYER VENT PENETRATIONS THROUGH THE ROOF. 8. ALL HARDWARE IN CONTACT WITH PRESERVATIVE PRESSURE TREATED (PPT) LUMBER SHALL BE STAINLESS STEEL, DOUBLE HOT DIPPED GALVANIZED, OR TRIPLE ZINC (ZMAX), INCLUDING STRUCTURAL METAL ANCHORS, ANGLES OR TIES, BOLTS, NAILS, LAG SCREWS AND SCREWS. 9. ALL SKYLIGHTS ARE FLAT AND SLIGHTLY ANGLED TO PROVIDE SLOPE. REFER TO MANUFACTURER DETAILS FOR SPECIFICATIONS. 10. COORDINATE WITH WATERPROOFING PROFESSIONAL ON ALL SCUPPERS, CRICKETS, AND ANY OTHER ROOF WATERPROOFING REQUIREMENTS. 24'-0" E P O L S 2 1 : 5 2 . 0 " 8 - ' 1 1 " 8 - ' 1 1 E P O L S 2 1 : 6 E P O L S 2 1 : 6 " 4 - ' 3 2 " 2 / 1 1 1 - ' 5 4 2 " 0 1 - ' 9 " 2 / 1 9 - ' 2 1 21'-2" 9'-10 1/2" 17'-3" 3'-6" SLOPE 3:12 SLOPE 3:12 " 0 1 - ' 9 3'-8" CENTER SKYLIGHT OVER BATHROOM BELOW E P O L S 2 1 : 5 2 . 0 35 35 " 9 - ' 1 " 6 - ' 2 CENTER SKYLIGHT OVER SHOWER BELOW E P O L S 2 1 : 5 2 . 0 " 8 - ' 1 1 " 2 / 1 5 - ' 4 1 " 2 / 1 7 - ' 5 2 " 2 / 1 1 1 - ' 5 4 2 3'-6" SLOPE 10.5625:12 SLOPE 3:12 SLOPE 3:12 " 6 - ' 0 1 SLOPE 10.5625:12 1 75'-9 1/2" SLOPE 5.6875:12 SLOPE 12.125:12 12'-1 1/2" 35 35 35 " 3 - ' 2 " 2 / 1 6 - ' 3 " 2 / 1 6 - ' 3 " 4 - ' 2 " 2 / 1 2 - ' 6 14'-4 1/2" SLOPE 0.25:12 35 " 6 - ' 4 9'-4 1/2" " 6 - ' 4 " 0 - ' 0 1 CENTER SKYLIGHT OVER HALL BELOW E P O L S 2 1 : 5 2 . 0 75'-9 1/2" 1 30'-3 1/2" 24'-6" 10'-6" 10'-6" ROOF PLAN 1 24X36 SIZE SCALE: 1/4" = 1'-0" (11X17 SIZE SCALE: 1/8"=1'-0") All rights reserved. All designs, drawings, plans & specifications are the property of MTTR MGMT, LLC. Purchaser's rights are conditional & limited to a one-time use to construct a single project on the site & use is limited specifically to such property. The use or reproduction of these plans concerning any other construction is strictly prohibited without the written permission of MTTR MGMT, LLC Project: 2107 BRACKENRIDGE MTTR MGMT 213 590.2868 BEN@MA77ER.COM T S E G D I R N E K C A R B 7 0 1 2 4 0 7 8 7 S A X E T , N I T S U A DATE: 05/04/22 JOB #: 22.0504 PRIMARY PLANS A2.2  608'-6" HEIGHT PER 3.4.1.C TOP PLATE = 605'0" (21'-6") SECOND FLOOR 2ND FLOOR F.F.E. = 595'0" (11'-6") SECOND FLOOR TOP PLATE = 593'6" (10'-0") FIRST FLOOR PRIMARY F.F.E.=583'6" (0'-0") FIRST FLOOR MCMANSION ZONE #1 HIGH POINT = 583'-0" AG HIGH =583'0" AAG = 581'0" MCMANSION ZONE #2 HIGH POINT = 581'-0" AG LOW =579'0" MCMANSION ZONE #3 HIGH POINT = 579'-0" MCMANSION ZONE #4 HIGH POINT = 578'-0" SOUTH ELEVATION 2 24X36 SIZE SCALE: 1/4" = 1'-0" (11X17 SIZE SCALE: 1/8"=1'-0") M C M 1 M C M 2 " 0 - ' 0 3 " 6 - ' 7 2 " 0 - ' 5 1 FINISH NOTES: - ALL SIDING, FASCIA, AND EXTERIOR ELEMENTS TO BE SMOOTH FINISH - EXTERIOR OUTISDE AND INSIDE CORNERS TO BE FINISHED USING TAMLYN REVEAL XOCR AND TAMLYN REVEAL XICLP STUCCO COLOR 1 - WHITE STUCCO COLOR 2 - CHARCOAL BLACK METAL ROOFING WOOD SIDING INSTALLED TO MATCH ROOF PITCH BLACK STONE STUCCO JOINTS - ALL FINAL JOINT LOCATIONS BY STUCCO PROFESSIONAL M C M 1 GABLE ROOF EXEMPTION 6 5/8" M C M 2 605'-0" HEIGHT PER 3.4.1.C TOP PLATE = 603'6" (21'-6") SECOND FLOOR Project: 2107 BRACKENRIDGE MTTR MGMT 213 590.2868 BEN@MA77ER.COM 2ND FLOOR F.F.E. = 593'6" (11'-6") SECOND FLOOR TOP PLATE = 592'0" (10'-0") FIRST FLOOR MCMANSION ZONE #1 HIGH POINT = 583'-0" AG HIGH =583'0" UNIT B F.F.E.=582'0" (0'-0") FIRST FLOOR AAG = 581'0" MCMANSION ZONE #2 HIGH POINT = 581'-0" AG LOW =579'0" MCMANSION ZONE #3 HIGH POINT = 579'-0" MCMANSION ZONE #4 HIGH POINT = 578'-0" ° 5 4 608'-6" HEIGHT PER 3.4.1.C TOP PLATE = 605'0" (21'-6") SECOND FLOOR 2ND FLOOR F.F.E. = 595'0" (11'-6") SECOND FLOOR TOP PLATE = 593'6" (10'-0") FIRST FLOOR UNIT A F.F.E.=583'6" (0'-0") FIRST FLOOR MCMANSION ZONE #1 HIGH POINT = 583'-0" AG HIGH =583'0" AAG = 581'0" MCMANSION ZONE #2 HIGH POINT = 581'-0" AG LOW =579'0" MCMANSION ZONE #3 HIGH POINT = 579'-0" MCMANSION ZONE #4 HIGH POINT = 578'-0" T S E G D I R N E K C A R B 7 0 1 2 4 0 7 8 7 S A X E T , N I T S U A DATE: 05/04/22 JOB #: 22.0504 PRIMARY RESIDENCE ELEVATIONS A3.0 WEST ELEVATION 1 24X36 SIZE SCALE: 1/4" = 1'-0" (11X17 SIZE SCALE: 1/8"=1'-0") All rights reserved. All designs, drawings, plans & specifications are the property of MTTR MGMT, LLC. Purchaser's rights are conditional & limited to a one-time use to construct a single project on the site & use is limited specifically to such property. The use or reproduction of these plans concerning any other construction is strictly prohibited without the written permission of MTTR MGMT, LLC M C M 1 9'-1 1/2" GABLE ROOF EXEMPTION M C M 2 605'-0" HEIGHT PER 3.4.1.C TOP PLATE = 603'6" (21'-6") SECOND FLOOR 2ND FLOOR F.F.E. = 593'6" (11'-6") SECOND FLOOR TOP PLATE = 592'0" (10'-0") FIRST FLOOR MCMANSION ZONE #1 HIGH POINT = 583'-0" AG HIGH =583'0" UNIT B F.F.E.=582'0" (0'-0") FIRST FLOOR AAG = 581'0" MCMANSION ZONE #2 HIGH POINT = 581'-0" AG LOW =579'0" MCMANSION ZONE #3 HIGH POINT = 579'-0" MCMANSION ZONE #4 HIGH POINT = 578'-0" NORTH ELEVATION 2 24X36 SIZE SCALE: 1/4" = 1'-0" (11X17 SIZE SCALE: 1/8"=1'-0") M C M 1 M C M 2 " 0 - ' 0 3 " 0 - ' 4 2 " 0 - ' 5 1 FINISH NOTES: ALL SIDING, FASCIA, AND EXTERIOR - ELEMENTS TO BE SMOOTH FINISH - EXTERIOR OUTISDE AND INSIDE CORNERS TO BE FINISHED USING TAMLYN REVEAL XOCR AND TAMLYN REVEAL XICLP STUCCO COLOR 1 - WHITE STUCCO COLOR 2 - CHARCOAL BLACK METAL ROOFING WOOD SIDING INSTALLED TO MATCH ROOF PITCH BLACK STONE STUCCO JOINTS - ALL FINAL JOINT LOCATIONS BY STUCCO PROFESSIONAL 608'-6" HEIGHT PER 3.4.1.C TOP PLATE = 605'0" (21'-6") SECOND FLOOR 2ND FLOOR F.F.E. = 595'0" (11'-6") SECOND FLOOR TOP PLATE = 593'6" (10'-0") FIRST FLOOR PRIMARY F.F.E.=583'6" (0'-0") FIRST FLOOR MCMANSION ZONE #1 HIGH POINT = 583'-0" AG HIGH =583'0" AAG = 581'0" MCMANSION ZONE #2 HIGH POINT = 581'-0" AG LOW =579'0" MCMANSION ZONE #3 HIGH POINT = 579'-0" MCMANSION ZONE #4 HIGH POINT = 578'-0" ° 5 4 605'-0" HEIGHT PER 3.4.1.C TOP PLATE = 603'6" (21'-6") SECOND FLOOR 2ND FLOOR F.F.E. = 593'6" (11'-6") SECOND FLOOR TOP PLATE = 592'0" (10'-0") FIRST FLOOR MCMANSION ZONE #1 HIGH POINT = 583'-0" AG HIGH =583'0" UNIT B F.F.E.=582'0" (0'-0") FIRST FLOOR AAG = 581'0" MCMANSION ZONE #2 HIGH POINT = 581'-0" AG LOW =579'0" MCMANSION ZONE #3 HIGH POINT = 579'-0" MCMANSION ZONE #4 HIGH POINT = 578'-0" Project: 2107 BRACKENRIDGE MTTR MGMT 213 590.2868 BEN@MA77ER.COM T S E G D I R N E K C A R B 7 0 1 2 4 0 7 8 7 S A X E T , N I T S U A DATE: 05/04/22 JOB #: 22.0504 PRIMARY RESIDENCE ELEVATIONS A3.1 EAST ELEVATION 1 24X36 SIZE SCALE: 1/4" = 1'-0" (11X17 SIZE SCALE: 1/8"=1'-0") All rights reserved. All designs, drawings, plans & specifications are the property of MTTR MGMT, LLC. Purchaser's rights are conditional & limited to a one-time use to construct a single project on the site & use is limited specifically to such property. The use or reproduction of these plans concerning any other construction is strictly prohibited without the written permission of MTTR MGMT, LLC 1A 2A OFFICE BUILT IN 1A 2A 12 12 5.6875 12.125 12 3 12 3 12 5.6875 ATTIC SECTION 2A 12 12 5.6875 12.125 12 12.125 0'-0" A.F.F. HEIGHTS MEASURED FROM FLOOR TO UNDERSIDE OF ROOF RAFTERS PER 3.3.4(B)(1) 7'-0" A.F.F. 5'-0" A.F.F. 7'-0" A.F.F. 5'-0" A.F.F. 0'-0" A.F.F. HEIGHTS MEASURED FROM FLOOR TO UNDERSIDE OF ROOF RAFTERS PER 3.3.4(B)(1) HOUSE ATTIC EXEMPTION 1 24X36 SIZE SCALE: 1/4" = 1'-0" (11X17 SIZE SCALE: 1/8"=1'-0") ATTIC SECTION 1A ATTIC SECTION 1B 2B HVAC CLOSET 2B 1B NO STEP -4" 12 12 10.5625 12 3 10.5625 12 3 1B 12 10.5625 ATTIC SECTION 2B 12 10.5625 12 10.5625 12 10.5625 0'-0" A.F.F. HEIGHTS MEASURED FROM FLOOR TO UNDERSIDE OF ROOF RAFTERS PER 3.3.4(B)(1) 7'-0" A.F.F. 5'-0" A.F.F. 7'-0" A.F.F. 5'-0" A.F.F. 0'-0" A.F.F. HEIGHTS MEASURED FROM FLOOR TO UNDERSIDE OF ROOF RAFTERS PER 3.3.4(B)(1) Project: 2107 BRACKENRIDGE MTTR MGMT 213 590.2868 BEN@MA77ER.COM T S E G D I R N E K C A R B 7 0 1 2 4 0 7 8 7 S A X E T , N I T S U A DATE: 05/04/22 JOB #: 22.0504 ATTIC EXEMPTION A4.0 WINDOW SCHEDULE DOOR SCHEDULE UNIT A DOOR # WINDOW # ROUGH OPENING INT / EX SAFTEY H.H. COMMENTS WINDOW # ROUGH OPENING INT / EX SAFTEY H.H. COMMENTS SIZE INT / EX TEMP COMMENTS DOOR # SIZE INT / EX TEMP COMMENTS 1'6"X4'0" 3'0"X6'0" 3'0"X6'0" 3'0"X6'0" 3'0"X6'0" 3'0"X6'0" 3'0"X6'0" 3'0"X3'6" 3'0"X6'0" 3'0"X6'0" 3'0"X6'0" 23 24 25 26 27 28 29 30 31 32 33 34 35 EX EX EX EX EX EX EX EX EX EX EX EX - - - - - - - - - - - CASEMENT CASEMENT 6'6" CASEMENT 6' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 2'0"X1'6" AWNING W 2'0"X4' TRANSOM 2'0"X6'0" 16"X2'6 9 16" 4'6 1 EX - - SKYLIGHT X6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 4'0"X6'0" 3'0"X6'0" 3'0"X6'0" 3'0"X5'6" 3'0"X5'6" 3'0"X9'0" 8'0"X1'6" 3'0"X6'0" 3'0"X6'0" 3'0"X6'0" 3'0"X6'0" 1'6"X6'0" 2'0"X5'6" 3'0"X5'6" 3'0"X5'6" 3'0"X5'6" 3'0"X5'6" 3'0"X6'0" 3'0"X6'0" 3'0"X6'0" 3'0"X6'0" 3'0"X6'0" EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX - - - - - Y - Y - - - - - - - - - - - - - - 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' CASEMENT CASEMENT CASEMENT CASEMENT WINDOW NOTES - ALL WINDOWS ARE MEASURED FROM TOP OF SLAB ON FIRST FLOOR AND TOP OF SUBFLOOR ON SECOND FLOOR - SEE MANUFACTURER'S SPECS FOR NOMINAL DIMENSIONS - HEADER HEIGHTS ARE ESTIMATES AND SHOULD BE ALL MADE TO ALIGN WITH SURROUNDING WINDOWS AND DOORS - ALL WINDOWS HAVE BLACK FRAME UNLESS OTHERWISE NOTED - ALL WINDOWS FIXED UNLESS OTHERWISE NOTED WINDOW SCHEDULE 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 6'8"X9'0" 13'0"X9'0" 2'6"X9'0" 3'0"X9'0" 20'0"X9'0" 3'0"X9'0" 6'0"X9'0" 2'6"X9'0" 2'6"X9'0" 3'0"X9'0" 2'6"X9'0" 2'6"X9'0" 3'0"X9'0" 2'6"X9'0" 2'6"X9'0" 2'6"X9'0" 3'0"X9'0" 3'0"X9'0" 3'0"X9'0" 2'6"X9'0" 2'6"X9'0" 3'0"X9'0" EX EX INT EX EX EX EX INT INT INT INT INT INT INT INT INT INT INT INT INT INT INT Y Y - Y Y Y Y - - - - - - - - - - - - - - - DOOR SCHEDULE 1 - - - - - - - OUTSWING POCKET OUTSWING POCKET POCKET POCKET OUTSWING OUTSWING DOOR NOTES - UNLESS OTHERWISE NOTED ALL DOORS TO BE HOLLOW CORE AND FLUSH PANEL. - ALL BASEBOARDS AND DOORS ARE TRIMLESS WITH A 1 - ALL DOORS HAVE BLACK FRAME UNLESS OTHERWISE NOTED 2" REVEAL 3' FULL LITE DOOR W 3'8" SIDE LITE 4 PANEL SLIDER OXXO OUTSWING FULL LITE 4 PANEL SLIDER OXXO FULL LITE 2 PANEL SLIDER XO 23 24 25 26 27 28 29 30 31 3'0"X5'0" 2'6"X9'0" 2'6"X6'8" 2'6"X6'8" 3'0"X9'0" 2'6"X9'0" 2'6"X9'0" 2'0"X9'0" 3'0"X9'0" INT INT INT INT INT INT INT INT INT - - - - - - -- - - - OUTSWING POCKET OUTSWING POCKET FULL LITE All rights reserved. All designs, drawings, plans & specifications are the property of MTTR MGMT, LLC. Purchaser's rights are conditional & limited to a one-time use to construct a single project on the site & use is limited specifically to such property. The use or reproduction of these plans concerning any other construction is strictly prohibited without the written permission of MTTR MGMT, LLC Project: 2107 BRACKENRIDGE MTTR MGMT 213 590.2868 BEN@MA77ER.COM T S E G D I R N E K C A R B 7 0 1 2 4 0 7 8 7 S A X E T , N I T S U A DATE: 05/04/22 JOB #: 22.0504 DOOR SCHEDULE A8.0