C.8.1 - 1406 Alta Vista Ave - Plans — original pdf

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ALTA VISTA RESIDENCE 1406 ALTA VISTA AVENUE, AUSTIN, TEXAS 78704 STANDARD ABBREVIATIONS SYMBOL LEGEND DESIGN TEAM SHEET INDEX PERMIT SET 21 FEBRUARY 2022 ELEVATION DATUM POINT CPT-1 FINISH REFERENCE 101 DOOR TAG PL1 COUNTERTOP REFERENCE 1 A1.0 EXTERIOR ELEVATION REFERENCE - REFER NO. 1 ON SHEET A1.0 10 ARCHITECTURAL KEYED NOTE 7/A1.0 10 INTERIOR ELEVATION REFERENCE - REFER NO. 1 ON SHEET A1.0 10'-0" CEILING HEIGHT PARTITION TYPE - REFER TO PARTITION TYPE SCHEDULE A WINDOW TYPE VICINITY MAP NORTH MILA M PLA C E MILA M PLA C E D. HTS BLV VIS HEIG TRA B O N H A M TERR A C E PROJECT LOCATION SUNSET LN. R. A D D E M A L A E. M O N R O E ST. VE. ALTA VISTA A OWNER: KATHERINE HARRIS 1406 ALTA VISTA AVENUE AUSTIN, TEXAS 78704 KHARRIS@GMAIL.COM ARCHITECTE OF RECORD: WEISS ARCHITECTURE 3355 BEE CAVE ROAD, STE. 303 AUSTIN, TEXAS 78746 (512) 447-6806 WEISSARCHITECTURE.COM CONTACT: RICHARD WEISS MOBILE: (512) 924-0433 RICHARD@WEISSARC.COM SURVEYOR: HOLT CARSON, INC. 1904 FORTVIEW ROAD AUSTIN, TEXAS 78704 (512) 442-0990 STRUCTURAL ENGINEER: MARTIN & WALLIN, LLC P.O. BOX 202043 AUSTIN, TEXAS 78720 CONTACT: PAUL MARTIN PHONE: 512-368-4088 PMARTIN@MARTINANDWALLIN.COM BUILDER: TBD GENERAL G0.0 G1.0 G2.0 COVER SHEET CODE SUMMARY GENERAL NOTES ARCHITECTURAL SITE PLAN AS1.0 AS1.1 AS2.1 AS2.2 SURVEY SITE PLAN SITE PLAN - TREE PROTECTION CRITICAL ROOT ZONE ANALYSIS ARCHITECTURE A1.0 A1.1 A1.2 A1.3 A1.4 A2.1 A2.2 A2.3 A3.1 A3.2 A3.3 A3.4 A4.1 A4.2 A5.1 A5.2 ARCHITECTURAL FOUNDATION PLAN FLOOR PLAN : LVL 0.5 & LVL 1.0 FLOOR PLAN : LVL 1.5 & LVL 2.0 FLOOR PLAN : LVL 2.5 ROOF PLAN RCP & ELECTRICAL PLAN : LVL 0.5 & LVL 1.0 RCP & E ELECTRICAL PLAN : LVL 1.5 & LVL 2.0 RCP & E ELECTRICAL PLAN : LVL 2.5 EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS BUILDING SECTIONS BUILDING SECTIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS STRUCTURAL REFER TO S- SERIES SHEET LIST ASSOCIATED SUBMITTALS TREE PERMIT DEMO PERMIT BUILDING PERMIT TBD TBD TBD CL SYMBOLS USED AS ABBREVIATIONS ANGLE CENTERLINE CHANNEL NUMBER PERPENDICULAR PROPERTY LINE POUND ROUND / DIAMETER SQUARE lb. O LP 1 ABBREVIATIONS ABOVE ABOVE FINISHED GRADE ABOVE FINISHED FLOOR ACOUSTICAL AGGREGATE ANCHOR, ANCHORAGE APPROXIMATELY ARCHITECT(URAL) BELOW FINISH FLOOR BENCHMARK BLOCKING BOTTOM BUILDING CEILING CERAMIC COLUMN CONCRETE CONC. MASONRY UNITE CONSTRUCTION CONTINUOUS/CONTINUE CONTROL JOINT CORRIDOR COVER(AGE) DIAMETER DIMENSION DOWN DOWNSPOUT DRAWING EASEMENT ELECTRIC(AL) ELEVATION EXISTING EXISTING TO REMAIN EXPANSION JOINT EXPOSED EXTERIOR FIELD VERIFY FINISHED FACE OF FINISH ABV AFG AFF ACOUS AGG ANC APPROX ARCH BFF BM BLK BOT BLDG CLG CER COL CONC CMU CONST CONT CJ CORR COV DIA DIM DN DS DWG ESMT ELEC ELEV EXIST ETR EJ EXP EXT FV FIN FOF FINISHED FLOOR FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FLASHING FLOOR AREA RATIO FLOOR DRAIN FLOOR(ING) FOOTING GALVANIZED IRON GAUGE GENERAL CONTRACTOR GLASS, GLAZING GYPSUM GYPSUM WALL BOARD HARDWARE HARDWOOD HEATING/VENTILIATION/ AIR CONDITIONING HOLLOW CORE HOLLOW METAL HORIZONTAL HOSE BIB INSIDE CLEARANCE INSIDE DIAMETER INSULATION INTERIOR JANITOR JOINT LAMINATED LAVATORY POUND PER FEET LOUVER MANUFACTURE(R) MASONRY MASONRY OPENING MATERIAL(S) MAXIMUM MECHANICAL METAL METAL THRESHOLD MINIMUM MISCHELLANEOUS NOMINAL NOT IN CONTRACT NOT TO SCALE ON CENTER(S) OPPOSITE OUTSIDE DIAMETER OWNER PROVIDED / PLASTER FF FE FEC FLASHG FAR FD FLR FTG GI GA GC GL GYP GWB HW HWD HVAC HC HM HORIZ HB IC ID INSUL INT JAN JT LAM LAV LBF LVR MFR MAS MO MATL MAX MECH MTL MT MIN MISC NOM NIC NTS OC OPP OD PLAS CONTRACTOR INSTALL OP/IC PLUMB PLUMBING PL PLATE PWD PLYWOOD PT POINT PVC POLYVINYL CHLORIDE PCF POUNDS PER CUBIC FOOT POUNDS PER LINEAR FOOT PLF POUNDS PER SQUARE FOOT PSF POUNDS PER SQUARE INCH PSI REFLECTED CEILING PLAN RETURN AIR RIGHT OF WAY ROOF DRAIN ROUGH OPENING SELF ADHERING RCP RA ROW RD RO SAMF MEMBRANE FLASHING SECTION SHEATHING SIMILAR SOLID CORE SPECIFICATIONS SQUARE SQUARE FOOT STAINLESS STEEL STAINED STANDARDS STEEL STRUCTURAL SUSPENDED SYNTHETIC SYSTEM TONGUE & GROOVE TOP OF DECK TOP OF GRATE TOP OF FLOOR TOP OF PARAPET TOP OF STRUCTURE/STEEL TOP OF WALL TYPICAL UNLESS NOTED OTHERWISE VINYL COMPOSITE TILE VERTICAL WATER CLOSET WATER HEATER WITH SECT SHTG SIM SC SPEC SQ SF SS STD STDS STL STRUCT SUSP SYN SYS T&G TOD TOG TOF TOP TOS TOW TYP UNO VCT VERT WC WH W/ WEISS ARCHITECTURE 3 3 5 5 B E E C A V E R D S T U D I O # 3 0 3 A U S T I N T X 7 8 7 4 6 ( 5 1 2 ) 4 4 7 - 6 8 0 6 T E L W E I S S A R C . C O M 21 FEB 2022 E C N E D I S E R A T S I V A T L A 4 0 7 8 7 S A X E T , N I T S U A , E U N E V A A T S V A T L A 6 0 4 1 I form, This document, whether in hard copy or digital is copyrighted and an instrument of services in respect to the project for which it was proposed. This document is not intended or authorized for use by any party on any other project. Any reuse including copying and/or modifying this document, without written permission from Weiss for Architecture, specific is a violation of purpose Federal Copyright law. inc. intended the N O I I T P R C S E D E T A D T E S T I M R E P 2 2 / 1 2 / 2 0 # . V E -R JOB NO. DRAWN BY R2105 LL SHEET NAME COVER SHEET SHEET NUMBER G0.0 (SECTION R320 OF CITY CODE SECTION 25-12-243) ELEVATION 528' - 6.75" 529' - 2" 21'-2" LENGTH 2.08% SLOPE 0.25"/12" (<1/12) LOCATION EDGE OF CARPORT INTERIOR CARPORT DOOR GARAGE TO DOOR INTERIOR GARAGE DOOR 36" (>32" CLEAR) 1/2" BEVELED INTERIOR CARPORT DOOR, HALL, BATH 1 32" MINIMUM 1/2" BEVELED VISITABILITY EXTERIOR ROUTE POINT OF ORIGIN: VISITABLE ENTRANCE: VISITABLE ROUTE: VISITABLE ENTRANCE LOCATION: WIDTH: THRESHOLD: INTERIOR COMPLIANCE BATHROOM ROUTE: CLEAR WIDTH : THRESHOLD: VISITABLE BATHROOM LOCATION: DOOR WIDTH: WOOD BLOCKING: ELECTRICAL BATH 1 32" (>30" CLEAR) LATERAL TWO-INCH BY SIX-INCH OR LARGER NOMINAL WOOD BLOCKING IS INSTALLED FLUSH WITH STUD EDGES OF BATHROOM WALLS; THE CENTERLINE OF THE BLOCKING IS 34 INCHES FROM AND PARALLEL TO THE INTERIOR FLOOR LEVEL, EXCEPT FOR THE PORTION OF THE WALL LOCATED DIRECTLY BEHIND THE LAVATORY 1. LIGHT SWITCHES, RECEPTACLES, AND ENVIRONMENTAL CONTROLS ALONG VISITABLE ROUTE SHALL BE NO HIGHER THAN 48" ABOVE THE INTERIOR FLOOR LEVEL. 2. OUTLETS AND RECEPTACLES MINIMUM 15" ABOVE INTERIOR FLOOR LEVEL EXCEPT FOR FLOOR OUTLETS. SITE DEVELOPMENT CALCULATIONS LOT SIZE (PER TCAD) BUILDING COVERAGE A B C D E F G H I J K 1ST FLOOR (CONDITIONED) 2ND FLOOR (CONDITIONED) 3RD FLOOR (CONDITIONED BASEMENT ATTACHED COVERED PARKING (GARAGE/CARPORT) DETACHED COVERED PARKING (GARAGE/CARPORT) COVERED WOOD DECK (COUNTED AT 100%) COVERED PATIO COVERED PORCH BALCONY (AND ROOFTOP TERRACE) OTHER TOTAL BUILDING AREA (TBA) (ADD: A THROUGH K) TOTAL BUILDING COVERAGE (TBC) (FROM TBA, SUBTRACT B,C,D AND J) SITE IMPERVIOUS COVERAGE NON-BUILDING COVERAGE L M N O P Q DRIVEWAY SIDEWALKS AND PAVERS UNCOVERED PATIO UNCOVERED WOOD DECKS (COUNTED AT 50%) AC PADS AND OTHER CONCRETE FLATWORK OTHER (POOL COPING, RETAINING WALLS) TOTAL SITE IMPERVIOUS COVERAGE (ADD: TBC AND L THROUGH Q) R S POOL SPA 7.012 SF PROPOSED 1,191 SF 1,367 SF 42 SF 0 SF 202 SF 0 SF 0 SF 0 SF 48 SF 525 SF 0 SF 3,375 SF PROPOSED 515 SF 45 SF 0 SF 121 SF 18 SF 251 SF 0 SF 0 SF ALLOWED ALLOWED - - - - - - - - - - - - - - - - - - 2,391 SF (34.1%) 3,155 SF (45%) - EXTERIOR BUILDING MATERIALS GROSS FLOOR AREA & FLOOR AREA RATIO CALCULATIONS ALL EXTERIOR BUILDING MATERIALS SHALL BE COMPLY WITH 2021 IRC REQUIREMENTS. (W/ LOCAL AMENDMENTS SEC. 25-12-243) IRC 2021 IECC 2021 (W/ LOCAL AMENDMENTS SEC. 25-12-263) NEC 2020 (W/ LOCAL AMENDMENTS SEC. 25-12-113) UMC 2021 (W/ LOCAL AMENDMENTS SEC. 25-12-133) (W/ LOCAL AMENDMENTS SEC. 25-12-153) UPC 2021 (W/ LOCAL AMENDMENTS SEC. 25-12-173) IFC 2021 (W/ LOCAL ORD. NO. 20140130, SEC. R320) TAS 2012 WEISS ARCHITECTURE 3 3 5 5 B E E C A V E R D S T U D I O # 3 0 3 A U S T I N T X 7 8 7 4 6 ( 5 1 2 ) 4 4 7 - 6 8 0 6 T E L W E I S S A R C . C O M 1,441 SF (20.5%) 2,805 SF (40%) LOT 7, BLOCK 5, TRAVIS HEIGHTS, A SUBDIVISION IN TRAVIS COUNTY 21 FEB 2022 BUILDING ENVELOPE CONSTRUCTION DRAWINGS AND DOCUMENTATION DEMONSTRATE ENERGY CODE COMPLIANCE FOR THE BUILDING ENVELOPE PER IRC 2021 REQUIREMENTS. REFER TO DOOR AND WINDOW SCHEDULES AND BUILDING SECTIONS FOR ADDITIONAL INFORMATION. PROPOSED MAX ALLOWED 2,690 SF (38.4%) 2,805 SF (40%) 2 SPACES (1 EXISTING GRAVEL SPACE, 1 NEW CARPORT SPACE) 2 SPACES PROTECTED TREES 4 (REFER TO SHEETS AS1.1, AS2.1, & AS2.2) GROSS FLOOR AREA AREA DESCRIPTION 1ST FLOOR 2ND FLOOR 3RD FLOOR AREA W/ CEILINGS ABOVE 15 FT GROUND LEVEL PORCH BASEMENT ATTIC ATTACHED GARAGE ATTACHED CARPORT DETACHED GARAGE ACCESSORY BLDG (DETACHED) TOTALS TOTAL GROSS FLOOR AREA SQ. FT. 1,191 SF 1,367 SF 42 SF 88 SF 48 SF 0 SF 0 SF 0 SF 202 SF 0 SF 0 SF 2,938 SF 2,690 SF APPLIED EXEMPTION 0 SF 0 SF 0 SF 0 SF -48 SF (PER SEC. 3.3.3.A) 0 SF 0 SF 0 SF -200 SF (PER SEC. 3.3.2.B-1) 0 SF 0 SF TOTAL SQ. FT. 1,191 SF 1,367 SF 42 SF 88 SF 0 SF 0 SF 0 SF 0 SF 2 SF 0 SF 0 SF -248 SF 2,690 SF FLOOR AREA RATIO (F.A.R.) CALCULATION 2,690 SF/ 7,012 SF LOT SIZE = 38.4% FLOOR AREA RATIO PROPOSED 2,690 SF (38.4%) ALLOWED 2,805 SF (40%) NEW CONSTRUCTION, 2-STORY, SPLIT-LEVEL HOUSE CODE SUMMARY APPLICABLE BUILDING CODES BUILDING CODE ENERGY CODE ELECTRICAL CODE MECHANICAL CODE PLUMBING CODE FIRE CODE ACCESSIBILITY CODE LEGAL JURISDICTION CITY OF AUSTIN, TRAVIS COUNTY PROJECT DECRIPTION LEGAL DESCRIPTION ZONING INFORMATION ZONING PROPERTY ID GEOGRAPHIC ID NEIGHBORHOOD FLOODPLAIN WATERSHED EASEMENTS COMPATIBILITY STDS: VISITABILITY: YES YES COMPATIBILITY & SITE INFORMATION LOT SIZE 7,012 SF SF-3-NP 282879 0301030405 SOUTH RIVERY CITY NONE BLUNN CREEK NONE 25' 5' 10' 31' 0" 32' 1,441 SF (20.5%) 2,805 SF (40%) 2,391 SF (34.1%) 3,155 SF (45%) MINIMUM SETBACKS FRONT SIDE REAR BUILDING HEIGHT MAX PROPOSED MAX ALLOWED BUILDING COVERAGE PROPOSED MAX ALLOWED IMPERVIOUS COVER PROPOSED MAX ALLOWED FAR ON-SITE PARKING PROPOSED REQUIRED E C N E D I S E R A T S I V A T L A 4 0 7 8 7 S A X E T , N I T S U A , E U N E V A A T S V A T L A 6 0 4 1 I form, This document, whether in hard copy or digital is copyrighted and an instrument of services in respect to the project for which it was proposed. This document is not intended or authorized for use by any party on any other project. Any reuse including copying and/or modifying this document, without written permission from Weiss for Architecture, specific is a violation of purpose Federal Copyright law. inc. intended the N O I I T P R C S E D E T A D T E S T I M R E P 2 2 / 1 2 / 2 0 # . V E -R JOB NO. DRAWN BY R2105 LL SHEET NAME CODE SUMMARY SHEET NUMBER G1.0 1. ALL WORK SHALL CONFORM TO THE CONTRACT 21. BRACING AND TEMPORARY SUPPORT SHALL BE PROVIDED 12. ALL DOOR AND WINDOW ROUGH OPENINGS SHALL BE DOCUMENTS WHICH INCLUDE THE OWNER/CONTRACTOR AGREEMENT, THE PROJECT MANUAL (IF APPLICABLE) WHICH CONTAINS THE ADDENDA AND MODIFICATIONS ISSUED BY THE ARCHITECT. AS REQUIRED TO HOLD THE WORK SECURELY IN PLACE AND TO SUSTAIN ALL LOADS THAT MAY BE NECESSARY DURING ERECTION AND UNTIL SUBSEQUENT CONSTRUCTION IS ADEQUATE TO REPLACE TEMPORARY BRACING. SUCH THAT OUTSIDE EDGES OF ADJACENT DOOR, WINDOW AND TRANSOM TRIM SHALL ALIGN. UNLESS NOTED OTHERWISE, INSTALL ALL DOORS AND WINDOWS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. 36. ALL TILE INSTALLATIONS SHALL CONFORM TO THE MOST CURRENT TCNA STANDARDS, UNLESS NOTED OTHERWISE. 21. MICROWAVE OUTLET SHALL BE 20 AMP SEPARATE RECEPTACLE. 37. PROVIDE BLOCKING IN ALL RESTROOMS FOR TOILET PAPER HOLDER, TOWEL ROD, AND ALL OTHER ACCESSORIES. 22. WASHER TO HAVE SEPARATED 20 AMP DUPLEX OUTLET. 22. CONTRACTOR TO VERIFY ALL STRUCTURAL FRAMING ELEMENTS AND FOUNDATION REQUIREMENTS WITH STRUCTURAL ENGINEER. INDICATED WINDOW SIZES ARE APPROXIMATE UNIT SIZES. VERIFY ACTUAL SIZES AND ROUGH OPENING REQUIREMENTS WITH WINDOW MANUFACTURER. STRUCTURAL ENGINEERING NOTES GENERAL NOTES 2. THE CONTRACTOR SHALL VISIT THE PROJECT SITE, INVESTIGATE AND VERIFY ALL EXISTING CONDITIONS PRIOR TO BIDDING THE PROJECT. ADDITIONAL COSTS WILL NOT BE AWARDED FOR EXISTING CONDITIONS WHICH ARE VISIBLE AND/OR CAN BE REASONABLY ANTICIPATED. 3. DO NOT SCALE DRAWINGS. UNDER NO CIRCUMSTANCES SHALL ANY MEASUREMENT BE SCALED FROM THE DRAWINGS. ANY MEASUREMENT NOT GIVEN AN ACTUAL NUMBER DIMENSION SHOULD BE BROUGHT TO THE ARCHITECT'S ATTENTION BEFORE PROCEEDING. 4. DIMENSIONS WITH THE "±" ADDED - INDICATE DIMENSIONED ITEMS THAT CAN BE ADJUSTED SLIGHTLY TO MAKE OTHER DIMENSIONED ITEMS WORK OUT, OR THE "±" DIMENSION MAY VARY WHEN ALIGNING THE DIMENSIONED ITEMS WITH EXISTING ITEMS AS INDICATED. 5. 6. IF ANY DISCREPANCY EXISTS IN THE PLANS AND SPECIFICATIONS, THE CONTRACTOR IS RESPONSIBLE FOR CLARIFYING WITH THE ARCHITECT. THE ARCHITECT, ONLY, SHALL INTERPRET THE PLANS AND SPECIFICATIONS. THE GENERAL CONTRACTOR SHALL RESOLVE FIELD CONDITIONS NOT SHOWN ON THE DRAWINGS WITH THE ARCHITECT. IN CASE OF CONFLICT BETWEEN ARCHITECTS AND ENGINEERS DRAWINGS IN LOCATING MATERIALS/EQUIPMENT, REQUEST CLARIFICATION. 23. ALL CONSTRUCTION SHALL CONFORM TO INDUSTRY AND MANUFACTURER'S STANDARDS AS A MINIMUM REQUIREMENT. 24. COORDINATE ELECTRICAL AND PLUMBING SPECIFICATIONS FOR ANY EQUIPMENT SHOWN ON THE PLANS BUT NOT SPECIFIED WITH OWNER. 25. PROVIDE SHOP DRAWINGS OF ALL MILLWORK. 26. MINOR DETAILS NOT TYPICALLY SHOWN OR SPECIFIED BY NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THE WORK WAS INCLUDED IN THE DRAWINGS. 27. PROVIDE MOCK UP SAMPLES OF ALL MILLWORK, CONCRETE, AND TRIM TO ACCEPT STAIN, PAINT, TILE, FINISHES. 28. NO SMOKING ALLOWED ON SITE. 29. CONTRACTOR SHALL PROVIDE AS BUILT PLANS IN PDF FORM FOR OWNER RECORDS AT PROJECT CLOSE-OUT. 30. CONTRACTOR SHALL PROVIDE CLOSE-OUT BINDER IN PDF 7. ALL WORK, INCLUDING MATERIALS AND WORKMANSHIP PER THE PROJECT MANUAL. SHALL CONFORM TO THE REQUIREMENTS OF LOCAL CODES, LAWS, ORDINANCES AND THE INTERNATIONAL BUILDING CODE. GENERAL CONTRACTOR AND THEIR SUBCONTRACTOR'S WORK SHALL CONFORM TO ALL APPLICABLE BUILDING CODES AND REGULATIONS OF GOVERNING BUILDING REGULATORY AGENCIES. 31. THESE DRAWINGS AND ALL COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. THEY MAY BE USED ONLY FOR THIS PROJECT AND MAY NOT BE COPIED WITHOUT THE ARCHITECT'S APPROVAL. 8. CHANGES IN THIS WORK ARE ONLY AUTHORIZED IF IN WRITING FROM THE ARCHITECT AND THE OWNER. TREE PROTECTION NOTES 9. GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY BUILDING PERMITS AND PAYING ALL ASSOCIATED FEES FOR PERMITS AND UTILITIES. 10. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, AND DIMENSIONS FOR ACCURACY AND CONFIRMING THAT THE WORK IS BUILDABLE AS SHOWN BEFORE PROCEEDING WITH THE PLACEMENT OF ORDERS FOR MATERIALS OR THE CONSTRUCTION OF ANY ITEMS. IF THERE ARE ANY QUESTIONS, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING WITH WORK IN QUESTION OR RELATED WORK. 11. CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR AMENDED PLANS SHOULD ANY CHANGES BE MADE TO THESE PLANS BY THE CONTRACTOR OR ANY OF THEIR REPRESENTATIVES 12. CONTRACTOR TO PROVIDE (SUPPLY AND INSTALL) ALL EQUIPMENT, LABOR SERVICES, AND MATERIALS REQUIRED FOR THE COMPLETE APPROVED INSTALLATION OF THE SYSTEMS CALLED FOR. 13. INSTALL ALL MANUFACTURED ITEMS, MATERIALS, AND EQUIPMENT IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED SPECIFICATIONS, OR THE SPECIFICATIONS HEREIN, WHICHEVER IS MORE STRINGENT. 14. NO FINISH AND MATERIAL SUBSTITUTIONS WILL BE ACCEPTED WITHOUT WRITTEN APPROVAL BY THE ARCHITECT AND THE OWNER. 15. 16. THE CONTRACTOR IS RESPONSIBLE FOR THE LAYOUT OF THE PROJECT. ANY VARIATIONS BETWEEN ACTUAL SITE CONDITIONS AND INFORMATION SHOWN ON THE DRAWINGS SHALL BE REPORTED TO THE ARCHITECT IN A TIMELY MANNER. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE WORK OF ALL UTILITY COMPANIES AND PERFORMING ALL WORK REQUIRED FOR UTILITIES PER UTILITY COMPANY AND LOCAL CODE REQUIREMENTS. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. SAFETY OF ALL PARTIES PRESENT ON THE JOB SITE IS THE CONTRACTORS RESPONSIBILITY. 2. 3. REFER TO SITE PLAN FOR LOCATION OF HERITAGE AND PROTECTED TREES AND ADDITIONAL INFORMATION. THE FOLLOWING MAY NOT BE PLACED WITHIN THE 1 ROOT ZONES: ACCESS ROUTES, MATERIAL STAGING, DUMPSTER, SPOILS PLACEMENT, PORTABLE TOILET, CONCRETE WASHOUT, PAINT WASHOUT 2 CRITICAL 1. REFER TO SUBMITTAL UNDER SEPARATE PERMIT. DEMOLITION NOTES FLOOR PLAN NOTES 1. DO NOT SCALE DRAWING. WRITTEN DIMENSIONS GOVERN. ALL WALL LOCATIONS, DIMENSIONS AND TYPES, AND ALL DOOR AND WINDOW LOCATIONS SHALL BE AS SHOWN ON PLANS. IN CASE OF CONFLICT, NOTIFY ARCHITECT PRIOR TO PROCEEDING WITH WORK. 2. ALL PARTITIONS ARE DIMENSIONED FROM FACE TO FACE OF FRAMING, UNLESS OTHERWISE NOTED. ALL DIMENSIONS MARKED "CLEAR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL FINISHES INCLUDING CARPET, CERAMIC TILE, ETC. 3. REFER TO STRUCTURAL DRAWINGS FOR FOUNDATION AND FRAMING. 4. AS NOTED IN DRAWINGS, PROVIDE VISITABLE ENTRANCE, VISITABLE BATHROOM CLEARANCES AND BATHROOM ROUTE PER CITY OF AUSTIN REQUIREMENTS. 5. PROVIDE GALVANIC ISOLATION BETWEEN DISSIMILAR METALS. 6. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED, 7. ALL WOOD FRAMING SHALL BE TREATED WITH BORATE TO A MINIMUM OF 36" ABOVE THE FOUNDATION. 13. 14. TEMPERED GLASS SHALL BE USED AT ALL WINDOWS IN DOORS, ALL WINDOWS WITHIN 36" OF DOORS, ALL WINDOWS GREATER THAN 9 SF, ALL WINDOWS WHOSE BOTTOM EDGE IS LESS THAN 18" OF THE FINISH FLOOR, AND ALL WINDOWS WHOSE BOTTOM EDGE IS LESS THAN 60" HIGH IN BATHS AND SHOWERS. 15. WINDOW SIZES THAT ARE SHOWN AS EGRESS SHALL MEET GENERAL EGRESS REQUIREMENTS, HOWEVER CONTRACTOR MUST VERIFY WITH WINDOW MANUFACTURER. 16. DIMENSIONS LOCATING DOORS BY EDGE ARE TO THE INSIDE EDGE OF JAMB, UNLESS OTHERWISE NOTED. 17. ATTIC ACCESS - PROVIDE MIN. 22" x 30" ACCESS AS NOTED AND WHERE REQUIRED BY CODE. 18. CONTRACTOR SHALL CONFIRM SPECS AND DIMENSIONS OF HVAC EQUIPMENT AND CLOSETS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF ANY CONFLICTS. 19. CONTRACTOR SHALL MARK LOCATIONS OF PARTITIONS, DOORS AND WINDOWS ON FLOOR WITH PAINT FOR REVIEW BY ARCHITECT AND OWNER PRIOR TO INSTALLATION. REVIEW WILL BE FOR DESIGN INTENT. CONTRACTOR SHALL COORDINATE AND VERIFY ALL CONDITIONS TO ENSURE PROPER FIT. 20. ALL PENETRATIONS AT EXTERIOR ENVELOPE SHALL BE THOROUGHLY SEALED TO PROVIDE A WEATHER TIGHT ASSEMBLY. 21. AUTOMATIC OR GRAVITY DAMPERS SHALL BE INSTALLED ON ALL OUTDOOR AIR INTAKES AND EXHAUSTS. 23. FLOOR INSULATION SHALL BE INSTALLED PER MANUF.'S INSTRUCTIONS AND IN SUBSTANTIAL CONTACT WITH THE UNDERSIDE OF THE SUBFLOOR, OR FLOOR FRAMING CAVITY INSULATION IS IN CONTACT WITH THE TOP SIDE OF SHEATHING, OR CONTINUOUS INSULATION SHALL BE INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING AND EXTEND FROM THE BOTTOM TO THE TOP OF ALL PERIMETER FLOOR FRAMING MEMBERS. 24. ALL WALL AND CEILING INSULATION SHALL BE INSTALLED PER MANUF.'S INSTRUCTIONS. BLOWN INSULATION SHALL BE MARKED EVERY 300 SF. 25. PROVIDE EXPANSION JOINTS WHERE REQUIRED. 26. ROOF RADIANT BARRIER SHALL BE ATTACHED TO ROOF DECKING OR RAFTERS. 27. CONTRACTOR SHALL PROVIDE EXTERIOR FLASHING DETAILS PER MANUF.'S RECOMMENDATION. ALL EXTERIOR FLASHING DETAILS SHALL BE VERIFIED WITH ARCHITECT PRIOR TO INSTALLATION. 28. AIR BARRIERS SHALL BE INSTALLED ON ATTIC SIDE OF KNEE-WALL INSULATION AND ON THE INTERIOR SIDE OF INSULATION BEHIND BEHIND TUBS, SHOWERS, AND FIREPLACES LOCATED ON EXTERIORS WALLS. 29. ALL WINDOWS SHALL BE ENERGY STAR WINDOWS WITH A MAX SHGC OF 0.30 FOR LOW-E GLAZING. 30. ALL INTERIOR BEDROOM/BATHROOM WALLS LOCATED ADJACENT TO LIVING AREAS OR OTHER BEDROOMS SHALL BE FULLY INSULATED. 1. ALL TREES AND NATURAL AREAS TO REMAIN AND SHALL BE PROTECTED DURING CONSTRUCTION WITH TEMPORARY PROTECTIVE FENCING ACCORDING TO THE CITY OF AUSTIN STANDARDS FOR TREE PROTECTION. 22. A BLOWER DOOR TEST @ 50Pa <= 5 ach SHALL BE PERFORMED PER COMPLIANCE WITH 2021 IRC SECTION 402.4.1.2. 1. STRUCTURAL ENGINEERING AND DESIGN FOR ALL PARTS OF THIS PROJECTS SHALL BE DESIGNED BY OTHERS. COORDINATION WITH ARCHITECT IS REQUIRED PRIOR TO ORDERING MATERIALS. 2. CONTRACTOR SHALL COORDINATE ALL ITEMS ASSOCIATED WITH STRUCTURAL ELEMENTS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO FRAMING. 3. CONTRACTOR SHALL NOT CUT OR BORE INTO STRUCTURAL MEMBERS FOR THE INSTALLATION OF PLUMBING, ELECTRICAL AND/OR MECHANICAL SYSTEMS WITHOUT PRIOR WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER. 4. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL FLOOR RECESSES AND SLAB DROPS BETWEEN ARCHITECTURAL FLOOR PLANS AND STRUCTURALLY ENGINEERED FOUNDATION PLANS PRIOR TO CONCRETE POUR. MECHANICAL, PLUMBING AND ELECTRICAL NOTES 23. DRYER TO HAVE SEPARATED 220V SINGLE OUTLET. 24. ALL OUTLETS IN GARAGE TO BE GFI - INCLUDING GARAGE DOOR OPENER. 25. ALL EXTERIOR OUTLETS TO BE GFI AND WEATHER PROTECTED. 26. ALL KITCHEN OUTLETS TO BE GFI, INCUDING ISLANDS. 27. ALL CEILING LIGHT FIXTURES, FANS, ETC. SHALL BE LOCATED IN THE CENTER OF THE ROOM, BEAM, FURR DOWN, ETC., U.N.O. 28. ATTIC LIGHT TO BE KEYLESS FIXTURE WITH INTEGRATED CONVENIENCE OUTLET LOCATED CONVENIENT TO ACCESS. SWITCH BOX MOUNTED AT 84" AFF. 29. ALL LIGHT SWITCHES, UNLESS OTHERWISE NOTED, SHALL BE LOCATED 6" FROM LATCH SIDE OF DOOR FRAME. 21 FEB 2022 30. LIGHT CONTROLS SHALL CONFORM TO APPLICABLE CODE REQUIREMENTS. VERIFY ZONES AND LOCATIONS WITH ARCHITECT AND/OR OWNER PRIOR TO ROUGH-IN. 1. ALL INSTALLATIONS SHALL BE IN ACCORDANCE WITH LOCAL CODES. 31. PROVIDE ELECTRICAL AS REQUIRED FOR HVAC SYSTEM. 2. CONTRACTOR SHALL PROVIDE (SUPPLY AND INSTALL) ALL EQUIPMENT, LABOR SERVICES AND MATERIALS REQUIRED FOR THE COMPLETE APPROVED INSTALLATION OF THE SYSTEMS CALLED FOR. 32. HVAC SYSTEM DESIGN SHALL ALLOW A MINIMUM OF 600 SF OF LIVING SPACE PER TON OF COOLING, CALCULATED BY CURRENT MANUAL J, BASED ON ACTUAL SITE ORIENTATION, PLANS AND SPECIFICATIONS. 3. CAULK AND SEAL AROUND ALL MECHANICAL, PLUMBING AND ELECTRICAL BUILDING ENVELOPE PENETRATIONS TO PROVIDE A WEATHER-TIGHT ASSEMBLY. 33. COOLING EQUIPMENT SPECIFIED AND INSTALLED SHALL MATCH SIZING DETERMINED BY MANUAL J COOLING EQUIPMENT MIN. EFFICIENCY 14.0 SEER FOR SPLIT SYSTEM. 4. COORDINATE INSTALLATION REQUIREMENTS OF TELECOMMUNICATIONS, DATA AND SECURITY SYSTEMS WITH OWNER. 5. VERIFY EQUIPMENT SPECIFICATIONS, POWER AND INSTALLATION REQUIREMENTS WITH MANUFACTURER TO ENSURE PROPER FIT AND FUNCTION. 6. VERIFY MOUNTING REQUIREMENTS OF ELECTRICAL, TELEPHONE AND OTHER EQUIPMENT. 7. GANG ADJACENT LIGHT SWITCHES AND COVER WITH A SINGLE PLATE. 8. 9. PROVIDE ACCESSIBLE LIGHT SWITCHES ALONG VISITABILITY PATH AS REQUIRED BY CITY OF AUSTIN VISITABILITY ORDINANCE. INDICATED DIMENSIONS ARE TO THE CENTER LINE OF OUTLET OR SWITCH, OR CLUSTER OF OUTLETS OR SWITCHES, UNLESS OTHERWISE NOTED. 10. INSTALL OUTLETS ON OPPOSITE SIDES OF PARTITIONS IN SEPARATE STUD CAVITIES. DO NOT INSTALL BACK-TO-BACK. 11. PROVIDE MATCHING STAINLESS STEEL COVER PLATES, RECEPTACLES AND RELATED ITEMS. PROVIDE ONE-PIECE TYPE GANG COVER PLATES, UNLESS OTHERWISE NOTED. 12. IDENTIFY DEDICATED OR ISOLATED GROUND ELECTRICAL OUTLETS WITH A RED DOT. 13. ELECTRICAL PANEL SHALL INCLUDE LABELED CIRCUIT PANEL DIRECTORY WITH REFERENCED FLOOR PLAN. 14. SURVEY FIELD CONDITIONS AND VERIFY THAT WORK IS FEASIBLE AS SHOWN; VERIFY LOCATION OF POWER OUTLETS, AND OTHER OUTLETS IN RELATION TO STRUCTURAL AND OTHER ELEMENTS. 34. DUCT LEAKAGE SHALL BE NO GREATER THAN 10%, VERIFY WITH THIRD-PARTY TESTER. 35. PLEATED-MEDIA FILTERS SHALL BE INSTALLED IN HEATING OR COOLING SYSTEM. 36. HVAC FILTER SHALL BE >4" PLEATED-MEDIA, OR ELECTRONIC (NOT ELECTROSTATIC), EASILY ACCESSED (HVAC SYSTEM DESIGNED FOR FILTER TYPE). 37. MECHANICAL VENTILATION WITH DAMPER BRINGS OUTSIDE AIR INTO RETURN AIR PLENUM. 38. DUCTWORK SYSTEM IS MASKED/SEALED AT SUPPLIES AND RETURNS DURING CONSTRUCTION. 39. THERMOSTAT TO BE PROGRAMMABLE. 40. PROVIDE PRESSURE-RELIEF FOR ALL BEDROOMS BY MEANS OF JUMP DUCTS, TRANSFER GRILLS OR DUCTED RETURNS. 41. RETURN-AIR GRILLE SIZE SHALL BE MIN. FACE DIMENSION OF 200 SQ INCHES/TON OF COOLING. RETURN AIR DUCT SHALL BE SIZED TO MATCH AIR-FLOW. 42. MECHANICAL VENTILATION WITH DAMPER SHALL BRING OUTSIDE AIR INTO RETURN AIR PLENUM - 3 POINTS BLOWER DOOR TEST SHALL BE PERFORMED AND RESULTS SHALL BE <0.50 ACH. 43. AIR DUCT SYSTEM AIR-FLOW, STATIC PRESSURE, RETURN-AIR SIZING TESTS SHALL BE PERFORMED AND STANDARDS MET; OR SYSTEM IS DUCTLESS. 44. HOUSE SHALL PASS COMBUSTION SAFETY/BACKDRAFT TEST. 45. ATTIC SHALL BE COMPLETELY SEALED WITH FRESH AIR INTAKE AS PART OF MECHANICAL SYSTEM. 46. NO UNVENTED GAS LOGS, FIREPLACES OR HEATERS SHALL BE INSTALLED. OWNER. 47. ALL LIGHTING FIXTURES SHALL BE LED FIXTURES. 48. VERIFY LIGHTING AUTOMATION SYSTEM REQUIREMENTS WITH 49. PROVIDE HARD-WIRED, INTERCONNECTED SMOKE DETECTORS WITH BATTERY BACKUP IN EACH SLEEPING ROOM, OUTSIDE EACH SLEEPING AREA AND ON EACH ADDITIONAL STORY WITHIN THE DWELLING UNIT, IN ACCORDANCE WITH LOCAL CODES. 50. PROVIDE CARBON MONOXIDE DETECTOR IN IMMEDIATE VICINITY OF SLEEPING ROOMS IN ACCORDANCE WITH LOCAL CODES. WEISS ARCHITECTURE 3 3 5 5 B E E C A V E R D S T U D I O # 3 0 3 A U S T I N T X 7 8 7 4 6 ( 5 1 2 ) 4 4 7 - 6 8 0 6 T E L W E I S S A R C . C O M E C N E D I S E R A T S I V A T L A 4 0 7 8 7 S A X E T , N I T S U A , E U N E V A A T S V A T L A 6 0 4 1 I form, This document, whether in hard copy or digital is copyrighted and an instrument of services in respect to the project for which it was proposed. This document is not intended or authorized for use by any party on any other project. Any reuse including copying and/or modifying this document, without written permission from Weiss for Architecture, specific is a violation of purpose Federal Copyright law. inc. intended the N O I I T P R C S E D E T A D T E S T I M R E P 2 2 / 1 2 / 2 0 # . V E -R JOB NO. DRAWN BY R2105 LL SHEET NAME GENERAL NOTES SHEET NUMBER G2.0 17. EXISTING UTILITIES SHALL BE RELOCATED AS REQUIRED. REFER TO SITE PLAN FOR NEW LOCATIONS. 8. CONTRACTOR SHALL PROVIDE SAND OR MECHANICAL-BARRIER TERMITE CONTROL SYSTEM. 18. ALL TRENCHING REQUIRED FOR UTILITIES SHALL BE PERFORMED WITH EXTREME CARE TO ENSURE PROTECTION OF TREE AND PLANING ROOT SYSTEMS. 9. CONTRACTOR SHALL PROVIDE A DOUBLE SILL PLATE WITH 3 PLYWOOD SUB-FLOOR AT FIRST LEVEL BETWEEN FINISHED FLOOR AND STRUCTURAL SLAB, UNLESS NOTED OTHERWISE. 4" 19. CONTRACTOR SHALL PROTECT AREA OF WORK AND ADJACENT AREAS FROM DAMAGE. 10. ALL EXTERIOR WOOD TO CONCRETE CONNECTIONS SHALL BE SEPARATED BY A METAL OR PLASTIC FASTENER DIVIDER. 20. CONTRACTOR SHALL MAINTAIN WORK AREAS SECURE AND LOCKABLE DURING CONSTRUCTION. COORDINATE WITH OWNER TO ENSURE SECURITY. 11. COORDINATE AND PROVIDE BLOCKING AND/OR BACKING FOR MILLWORK AND ITEMS ATTACHED OR MOUNTED TO WALLS OR CEILINGS. INTERIOR FINISHES AND ORNAMENTAL DETAILS WITH OWNER AND ARCHITECT. SUBSTITUTIONS FOR SPECIFIED ITEMS SHALL BE APPROVED BY OWNER PRIOR TO PURCHASE. CONTRACTOR SHALL PROVIDE SAMPLES OF ALL FINISHES PRIOR TO INSTALLATION. 34. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD DIMENSIONS OF ALL MILLWORK PRIOR TO FABRICATION. 35. ALL MILLWORK SHALL CONFORM IN QUALITY TO ACCEPTED INDUSTRY STANDARDS, ALL MILLWORK IN COMMON AREAS SHALL CONFORM TO A.W.I. CUSTOM GRADE AND PREMIUM GRADE STANDARDS, UNLESS NOTED OTHERWISE. 31. ALL CEILINGS SHALL BE SHEATHED WITH 5 8" GYPSUM BOARD, UNLESS NOTED OTHERWISE. 15. STANDARD WALL CONVENIENCE OUTLETS SHALL BE MOUNTED VERTICALLY TO CENTER LINE, 1'-0" ABOVE FINISH FLOOR, UNLESS OTHERWISE NOTED. 32. ALL INTERIOR PAINTS, STAINS, AND SEALANT SHALL BE NON-TOXIC AND LOW VOC (MAX. VOC LEVEL OF 10 GRAMS PER LITER). 16. INSTALL ABOVE-COUNTER AND BELOW-COUNTER OUTLETS AND OUTLETS INDICATED AT SPECIAL MOUNTING HEIGHT, HORIZONTALLY, UNLESS OTHERWISE NOTED. 33. CONTRACTOR SHALL COORDINATE ALL EXTERIOR AND 17. OUTLETS MOUNTED ABOVE CABINETS TO BE 6" ABOVE THE WORKING SURFACE, UNLESS NOTED OTHERWISE. SPECIALTY OUTLETS AS NOTED OR ACCORDING TO STANDARD PRACTICE. ALL NOTED HEIGHTS ARE TO THE CENTER OF THE OUTLET. 18. REFRIGERATOR AND APPLIANCE OUTLETS TO BE INSTALLED AT HEIGHT RECOMMENDED BY MANUFACTURER. 19. BATHROOM OUTLETS SHALL BE GFI AND MOUNTED 42" A.F.F. OR 6" ABOVE COUNTERTOP. VERIFY LOCATIONS DUE NOT CONFLICT WITH MIRRORS, CABINETS AND/OR FINISHES. 51. PROVIDE A TANKLESS WATER HEATER WITH A MIN. ENERGY FACTOR OF 0.80 EF. 20. ALL OUTLETS WITHIN 6'-0" OF WET AREA TO BE GFI. WEISS ARCHITECTURE 3 3 5 5 B E E C A V E R D S T U D I O # 3 0 3 A U S T I N T X 7 8 7 4 6 ( 5 1 2 ) 4 4 7 - 6 8 0 6 T E L W E I S S A R C . C O M 21 FEB 2022 E C N E D I S E R A T S I V A T L A 4 0 7 8 7 S A X E T , N I T S U A , E U N E V A A T S V A T L A 6 0 4 1 I This document, whether in hard copy or digital form, is copyrighted and an instrument of services in respect to the project for which it was proposed. This document is not intended or authorized for use by any party on any other project. Any reuse including copying and/or modifying this document, without written permission from Weiss for Architecture, specific is a violation of purpose Federal Copyright law. inc. intended the N O I I T P R C S E D E T A D T E S T I M R E P 2 2 / 1 2 / 2 0 # . V E -R JOB NO. DRAWN BY R2105 LL SHEET NAME SITE SURVEY SHEET NUMBER AS1.0 SCALE:1 SURVEY REFER TO SURVEYOR'S GRAPHIC SCALE 40' SUBCHAPTER F INTERVAL 3 (PARTIAL): MAX ALLOWABLE HGT: MAX HGT FROM AVG. GRADE: BUILDABLE AREA AVG GRADE: LVL 1.0 TOP OF SLAB: INTERVAL 3 LOW POINT: INTERVAL 3 HIGH POINT: 32' 0" 31' 0" 529' 11" 534' 0" 525' 0" 526' 8" 40' SUBCHAPTER F INTERVAL 2: MAX ALLOWABLE HGT: MAX HGT FROM AVG. GRADE: BUILDABLE AREA AVG GRADE: LVL 1.0 TOP OF SLAB: INTERVAL 2 LOW POINT: INTERVAL 2 HIGH POINT: 32' 0" 31' 0" 529' 11" 534' 0" 526' 6" 532' 4" 40' SUBCHAPTER F INTERVAL 1: MAX ALLOWABLE HGT: MAX HGT FROM AVG. GRADE: BUILDABLE AREA AVG GRADE: LVL 1.0 TOP OF SLAB: INTERVAL 1 LOW POINT: INTERVAL 1 HIGH POINT: 32' 0" 31' 0" 529' 11" 534' 0" 530' 6" 535' 2" 40'-0" SUBCHAPTER F INTERVAL 2 40'-0" SUBCHAPTER F INTERVAL 1 8" 11'-53 SUBCHAPTER F INTERVAL 3 (PARTIAL) C 8'- 0 " R 6' 2 5 7' 2 5 3214 K C A B T E S R A E R ' 0 1 21" PROTECTED LIVE OAK TREE TO REMAIN. REFER TO SHEETS AS2.1 &AS2.2 FOR TREE PROTECTION. INTERVAL 2 LOW POINT 526' 6" INTERVAL 3 LOW POINT 525' 0" EXISTING 1 2" IRON ROD TO REMAIN APPROXIMATE LOCATION OF NEW ELECTRICAL METER BLDG GRADE LOW POINT 527' 10" EDGE OF CARPORT 528' 6.75" H O H O H O ' 5 2 5 H O H O ) ' 0 5 ( ' 5 0 . 0 5 E " 0 0 8 1 ° 0 3 N ' H O H O H O H O " 8 1 2 - ' 3 3 H O H O " 4 3 3 - ' 7 1 H O H O E N I L Y T H R O E P O R P R H A O E R H O H O H O H O H O H O EXISTING ASPHALT ALLEYWAY 5'-0" R 9 ' - 6 " EXISTING OVERHEAD UTILITY LINE TO BE RELOCATED TO NEW ELECTRICAL METER AS REQUIRED OH OH OH OH O H O H EXISTING UTILITY POLE 20" PROTECTED CEDAR TREE TO REMAIN. REFER TO SHEETS AS2.1 &AS2.2 FOR TREE PROTECTION. INTERVAL 3 HIGH POINT 526' 8" O H 3213 3212 O H 3211 O H O H P AC PADS (FLATWORK) 18 SF M SIDEWALK (FLATWORK) 45 SF I COV. PORCH 48 SF Q EXISTING RETAINING WALLS 251 SF L.1 EXISTING GRAVEL PARKING (TO REMAIN) 192 SF (139.7') S 62°17'18" E 140.32' EXISTING CURB CUT FOR EXISTING GRAVEL DRIVEWAY TO REMAIN INTERVAL 1 LOW POINT 530' 6" B 5 3 0' 529' 528' 531' DN 532' 0" FV 1.5" SIDE PROPERTY LINE D 532' 5' SIDE SETBACK ' 3 3 5 UP DN UP 1.5" LVL 1.0 (KITCHEN/LIVING LEVEL) 534' 0" 1.5" 533' 10.5" 3209 535' 534' O H L.2 DRIVEWAY 323 SF O H 10'-8" O H LVL 0.5 (CARPORT LEVEL) 529' 2" E 1.5" 529' 0.5" P A R KIN F CARPORT 202 SF G SP A C E 2 O.1 UNCOV. DECK 121 SF (50% OF 242 SF) 533' 10.5" 3210 A 1ST FLOOR 1,191 SF B 2ND FLOOR 1,367 SF E N I L G N D L I U B I J BALCONY 37 SF EXISTING WASTE WATER LINE LOCATED IN EXISTING STONE WALL. LINES SHALL REMAIN AND BE REUSED. 49" HERITAGE LIVE OAK TREE TO REMAIN. REFER TO SHEETS AS2.1 &AS2.2 FOR TREE PROTECTION. EXISTING STONE WALLS TO REMAIN PARKING SPACE 1 536' 6" FV 5 3 6' 5 3 7 ' K C A B T E S T N O R F ' 5 2 LOT 7 BLOCK 5 7,012 SF 538' EXISTING STONE WALLS TO REMAIN . E V A A T S I V A T L A 6 0 4 1 ) . . W O R . ' 0 5 ( E N I L Y T R E P O R P T N O R F ' 0 0 . 0 5 W ' " 6 3 4 0 ° 0 3 S ) ' 0 5 ( 3208 BENCHMARK 538' 0" 9 ' 3 5 w G 5' SIDE SETBACK SIDE PROPERTY LINE E BLDG GRADE HIGH POINT 534' 6" INTERVAL 1 HIGH POINT 535' 2" N62°18'26" W 140.52' (139.7') A EXISTING STREET CURB TO REMAIN EXISTING WATER METER TO REMAIN EXISTING GAS METER TO REMAIN O H O.2 UNCOV. WOOD DECK (ROOFTOP TERRACE ABOVE) 488 SF INTERVAL 2 HIGH POINT 532' 4" 30" HERITAGE LIVE OAK TREE TO REMAIN. REFER TO SHEETS AS2.1 &AS2.2 FOR TREE PROTECTION. CANTILEVERING WOOD DECK. NO PORTION OF THE DECK SHALL TOUCH THE QUARTER CRZ OR HALF CRZ OF HERTIAGE TREE #3210 EXISTING STONE WALL IN ADJACENT LOT TO REMAIN EXISTING STONE WALL TO REMAIN SCALE:1 SITE PLAN 1/8" = 1'-0" SITE PLAN NOTES 1. REFER TO SHEET AS2.1 AND AS2.2 FOR TREE PROTECTION INFORMATION. 2. REFER TO SURVEY ON SHEET AS1.0 FOR ADDITIONAL SITE INFORMATION. 3. PER IRC, SLOPE HARDSCAPE AWAY FROM STRUCTURES AT 1 4"12 MIN FOR 10" 4. GRADE TO SLOPE 6" MIN AWAR FROM SLAB WITHIN 10"MIN. 5. 6. SITE INFORMATION TAKEN FROM SURVEY PERFORMED BY HOLT CARSON, INC. ON 01/08/2021. REFER TO SHEET AS1.0. BUILDING ELEVATION 100'-0" (LEVEL 0.5 ) IS EQUIVALENT TO TOPOGRAPHY ELEVATION 528'-2". 7. ALL STRUCTURES MUST MAINTAIN 7'-6" CLEARANCE FROM AUSTIN ENERGY ENERGIZED DISTRIBUTION POWER LINES. ENFORCED BY AE AND NESC CODES. 8. ALL DIMENSIONS SHOWN ARE TO FACE OF STUD, FACE OF MASONRY WALL, AND EDGE OF SLAB. TICK MARK INDICATED SELECTED FACE. 9. CONTRACTOR SHALL VERIFY DIMENSIONS OF EXISTING CONDITIONS AND PROPERTY BOUNDARIES FOR COMPLIANCE WITH REQUIRED SETBACKS PRIOR TO CONSTRUCTING FORMWORK FOR FOUNDATION. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO STARTING WORK. 10. CONTRACTOR SHALL VERIFY ALL EXISTING UNDERGROUND UTILITY LOCATIONS PRIOR TO STARTING WORK. 11. CONTRACTOR SHALL COORDINATE ALL UTILITIES TO RESIDENCE INCLUDING ELECTRIC POWER, WATER ,WASTEWATER, GAS AND CABLE. COORDINATE ALL UNDERGROUND UTILITY PLACEMENT. 12. CONTRACTOR SHALL REGRADE LOT TO PROVIDE POSITIVE DRAINAGE SLOPE AWAY FROM HOUSE. REQUIRED LOCATIONS. 13. CONTRACTOR SHALL PROVIDE FRENCH DRAINS AROUND HOUSE PERIMETER AT 14. ALL DOWNSPOUT LOCATIONS SHALL BE COORDINATED WITH PLANTING AREAS. 15. TURFGRASS/LAWN IS APPROVED LOW-WATER VARIETY (I.E. BERMUDA, ZOYSIA JAPONICA, BUFFALO) 16. COORDINATE PLANTING BEDS WITH OWNER AND ARCHITECT. SITE DEVELOPMENT CALCS. LOT AREA 7,012 SF A B C D E F G H I J K L M N O P Q 1ST FLOOR CONDITIONED AREA 2ND FLOOR CONDITIONED AREA 3RD FLOOR CONDITIONED AREA BASEMENT ATTACHED COVERED PARKING DETACHED COVERED PARKING COVERED WOOD DECK COVERED PATIO COVERED PORCH BALCONY J.1 J.2 OTHER BED 2 BALCONY UNCOV. ROOFTOP TERRACE 488 37 EXIST. GRAVEL PARKING NEW CONC. DRIVEWAY DRIVEWAY & PARKING L.1 L.2 SIDEWALK & PAVERS UNCOVERED PATIO UNCOVERED WOOD DECK PADS AND OTHER FLATWORK EXISTING RETAILING WALLS 192 323 1,191 1,367 42 0 202 0 0 0 48 525 0 515 45 0 121 18 251 TOTAL BUILDING AREA (TBA) A THROUGH K) (A: (B: TOTAL BUILDING COVERAGE (TBC) (TBA - B, C, D, AND J IF APPLICABLE) 3,375 SF 1,441 SF (20.5%) TOTAL IMPERVIOUS COVER 2,391 SF (34.1%) WEISS ARCHITECTURE 3 3 5 5 B E E C A V E R D S T U D I O # 3 0 3 A U S T I N T X 7 8 7 4 6 ( 5 1 2 ) 4 4 7 - 6 8 0 6 T E L W E I S S A R C . C O M 21 FEB 2022 E C N E D I S E R A T S I V A T L A 4 0 7 8 7 S A X E T , N I T S U A , E U N E V A A T S V A T L A 6 0 4 1 I VISITABILITY EXTERIOR ROUTE POINT OF ORIGIN VISITABLE ENTRANCE VISITABLE ROUTE NOTE: REFER TO SHEET G1.0 FOR ADDITIONAL VISITIBILITY ANALYSIS TREE LIST LOCATION EDGE OF CARPORT INTERIOR CARPORT DOOR CARPORT TO DOOR ELEVATION 528' 6.75" 529' 2" 21'-2" LENGTH 2.08% SLOPE 1/4"/12" (<1/12) form, This document, whether in hard copy or digital is copyrighted and an instrument of services in respect to the project for which it was proposed. This document is not intended or authorized for use by any party on any other project. Any reuse including copying and/or modifying this document, without written permission from Weiss for Architecture, specific is a violation of purpose Federal Copyright law. inc. intended the PROTECTED TREES (PER COA CODE) NON-PROTECTED TREES (PER COA CODE) 3209 28" & 35" [49" TOTAL] LIVE OAK (HERITAGE) 3208 13" CEDAR ELM 3210 18" & 21" [30" TOTAL] LIVE OAK (HERITAGE) 3212 9" LIVE OAK 3211 20" CEDAR (PROTECTED) 3213 8" LIVE OAK 3214 21" LIVE OAK (PROTECTED) ADJACENT LOT PROTECTED TREES (PER COA CODE) ADJACENT LOT NON-PROTECTED TREES (PER COA CODE) A 21" LIVE OAK (PROTECTED) B 12" LIVE OAK C 36" LIVE OAK (PROTECTED) D 12" LIGUSTRUM E 16" & 21" [22" TOTAL] LIVE OAK (PROTECTED) N O I I T P R C S E D E T A D T E S T I M R E P 2 2 / 1 2 / 2 0 # . V E -R LEGEND AND SCALE VISITABLE ROUTE PROPERTY LINE SET BACK LINE EXISTING EASEMENT LINE EXISTING UNDERGROUND UTILITY TOPOGRAPHY LINE OH NEW OVERHEAD LINE 4' 0' 8' 16' FULL SIZE SCALE : 1 (HALF SIZE SCALE: 1 8 " = 1'-0" 16 " = 1'-0") NORTH JOB NO. DRAWN BY R2105 LL SHEET NAME PROPOSED SITE PLAN SHEET NUMBER AS1.1 TREE PROTECTION NOTES 1. 2. PER CITY OF AUSTIN REQUIREMENTS, CONTRACTOR SHALL PROVIDE PROTECTIVE FENCING AROUND ALL PROTECTED TREES WITHIN THE LIMITS OF CONSTRUCTION PRIOR TO COMMENCING WORK. IT IS THE ARCHITECT'S AND OWNER'S INTENT TO PROTECT ALL TREES IN PROXIMITY TO CONSTRUCTION AREA FROM DAMAGE OR INJURY DUE TO CONSTRUCTION. THE SUGGESTIONS FOR TREE PROTECTION PROVIDED ARE EXPLICITLY NOT GUARANTEED TO FULLY PROTECT THE TREES. IT IS HIGHLY RECOMMENDED THAT A TREE SPECIALIST BE HIRED AND THAT SUCH COST BE REVIEWED WITH OWNER FOR APPROVAL PRIOR TO PROCUREMENT OF TREE SPECIALIST SERVICES. IF CONTRACTOR DOES NOT REVIEW WITH OWNER HIS OR HER WILLINGNESS OR NON-WILLINGNESS TO HIRE SUCH SPECIALIST, THEN IT WILL BE CONSTRUED AS CONTRACTOR'S WILLINGNESS TO ACCEPT LIABILITY FOR PROTECTING THE TREES FROM ANY DAMAGE THROUGHOUT THE CONSTRUCTION PROCESS. 3. TREE FENCING SHALL BE PROVIDED TO PROTECT THE ENTIRE CRITICAL ROOT ZONE AS IS PRACTICAL. WHEN THE FENCING CANNOT INCORPORATE THE ENTIRE 1 2 CRITICAL ROOT ZONE, A BREATHABLE RUBBER MAT OVER 8" LAYER OF MULCH SHALL BE PROVIDED AT ALL LOCATIONS WITHIN THE ENTIRE CRITICAL ROOT ZONE. 4. 12 GA. WIRE OR 2x4 BOARDS SHALL BE WRAPPED AROUND TREE TRUNKS DURING CONSTRUCTION FOR PROTECTION. INSTALLATION SHALL COMPLY WITH COA TREE TRUNK PROTECTION REQUIREMENTS. 5. ALL LIMBS AND TREE TRIMMING SHALL BE PERFORMED BY OWNER PROVIDED ARBORIST. 6. CONTRACTOR SHALL AVOID TRENCHING INSIDE THE 1 2 CRITICAL ROOT ZONE OF ANY PROTECTED TREES. 7. FOUNDATION PREPARATION: IN NO CASES SHALL FOUNDATION SOIL PREPARATION GUIDELINES/GEOTECHNICAL REPORTS SUPERSEDE THE MINIMUM GUIDELINES FOR CRITICAL ROOT ZONE PRESERVATION OUTLINED BELOW FROM THE CITY OF AUSTIN'S ECM SECTION 3.5.2. 8. RE-USE EXISTING UTILITY LINES WHERE NOTED. AVOID 1 2 CRZ'S OF ANY PROTECTED TREE WITH ANY NEWLY RUN UTILITY LINES. 9. ALL DEMOLITION INSIDE THE 1/2 CRITICAL ROOT ZONE AND 1/4 CRITICAL ROOT ZONE WILL BE DONE WITH HAND TOOLS. 10. THE FOLLOWING SHALL NOT BE PLACED WITHIN THE FULL CRITICAL ROOT ZONE: ACCESS ROUTES, MATERIAL STAGING, DUMPSTER, SPOILS PLACEMENT 11. THE FOLLOWING SHALL NOT BE PLACED WITHIN THE 1/2 CRITICAL ROOT ZONE: PORTABLE TOILET, CONCRETE WASHOUT, PAINT WASHOUT FULL CRZ 1/2 CRZ 1/4 CRZ K C A B T E S T N O R F ' 5 2 MATERIAL STAGING AREA C SITE ACCESS ROUTE LOCATION FULL CRZ 1/2 CRZ 1/4 CRZ B SIDE PROPERTY LINE 5' SIDE SETBACK 529' 528' 5 3 0' 531' 49" HERITAGE LIVE OAK TREE TO REMAIN. REFER TO SHEETS AS2.1 &AS2.2 FOR TREE PROTECTION. D 532' ' 3 3 5 EXISTING STONE WALL TO REMAIN EXISTING CURB CUT FOR EXISTING GRAVEL DRIVEWAY TO REMAIN EXISTING STREET CURB TO REMAIN 21" PROTECTED LIVE OAK TREE TO REMAIN. REFER TO SHEETS AS2.1 &AS2.2 FOR TREE PROTECTION. EXISTING 1 2" IRON ROD TO REMAIN EXISTING ASPHALT ALLEYWAY OH OH OH OH EXISTING OVERHEAD UTILITY LINE TO BE RELOCATED TO NEW ELECTRICAL METER AS REQUIRED EXISTING OVERHEAD LINE TO REMAIN EXISTING UTILITY POLE 20" PROTECTED CEDAR TREE TO REMAIN. REFER TO SHEETS AS2.1 &AS2.2 FOR TREE PROTECTION. EXISTING OVERHEAD LINE TO REMAIN 6' 2 5 7' 2 5 3214 E O H K C A B T E S R A E R ' 0 1 O H O H H O H O H O ' 5 2 5 H O H O H O H O H O H O H O H O E N H I L O Y T R E P O H R O P R A E R H O H O H O H O H O H O H O H O 3210 O H 3213 3212 O H O H 3211 O H 1/4 CRZ O H O H 1/2 CRZ O H FULL CRZ 5' SIDE SETBACK SIDE PROPERTY LINE EXISTING GAS METER TO REMAIN 30" HERITAGE LIVE OAK TREE TO REMAIN. REFER TO SHEETS AS2.1 &AS2.2 FOR TREE PROTECTION. CANTILEVERING WOOD DECK. NO DECK STRUCTURE SHALL TOUCH ANY PORTION OF THE QUARTER AND HALF CRITICAL ROOT ZONES OF HERITAGE TREE #3210. 1/4 CRZ G 1/2 CRZ FULL CRZ SCALE:1 SITE PLAN - TREE PROTECTION 1/8" = 1'-0" 3209 535' 534' 5 3 6' 5 3 7 ' E N I L Y T R E P O R P T N O R F TREE DIAGRAM NON-PROTECTED TREE (PER COA CODE) TREE TRUNK . E V A A T S I V A T L A 6 0 4 1 ) . . W O R . ' 0 5 ( # # FULL CRITICAL ROOT ZONE TREE TRUNK 1 4 CRITICAL ROOT ZONE (NO CUT OR FILL) 1 2 CRITICAL ROOT ZONE (NO CUT OR FILL IN EXCESS OF 4") CRITICAL ROOT ZONE EXISTING STONE WALLS TO REMAIN 538' WASHOUT AREA PORTABLE TOILET LOCATION CONCRETE AND PAINT WASHOUT AREA. LOCATED AS FAR AWAY FROM TREE #3209 AS POSSIBLE SINCE LOCATION OUTSIDE OF FULL CRITCAL ROOT ZONE OF TREE #3209 IS IMPOSSIBLE. PROTECTED TREE (PER COA CODE) DUMPSTER 9 ' 3 5 w 3208 EXISTING WATER METER TO REMAIN A TREE LIST E EXISTING STONE WALL IN ADJACENT LOT TO REMAIN EXISTING STONE WALL TO REMAIN MATERIAL STAGING AREA. DO NOT LOCATE IN HALF CRITICAL ROOT ZONE OF TREE #167 DUMPSTER LOCATION. DO NOT LOCATE IN HALF CRITICAL ROOT ZONE OF TREE #3209 PROTECTED TREES (PER COA CODE) NON-PROTECTED TREES (PER COA CODE) 3209 28" & 35" [49" TOTAL] LIVE OAK (HERITAGE) 3208 13" CEDAR ELM 3210 18" & 21" [30" TOTAL] LIVE OAK (HERITAGE) 3212 9" LIVE OAK 3211 20" CEDAR (PROTECTED) 3213 8" LIVE OAK 3214 21" LIVE OAK (PROTECTED) ADJACENT LOT PROTECTED TREES (PER COA CODE) ADJACENT LOT NON-PROTECTED TREES (PER COA CODE) A 21" LIVE OAK (PROTECTED) B 12" LIVE OAK C 36" LIVE OAK (PROTECTED) D 12" LIGUSTRUM E 16" & 21" [22" TOTAL] LIVE OAK (PROTECTED) N O I I T P R C S E D E T A D T E S T I M R E P 2 2 / 1 2 / 2 0 # . V E -R SCALE 4' 0' 8' 16' FULL SIZE SCALE : 1 (HALF SIZE SCALE: 1 8 " = 1'-0" 16 " = 1'-0") NORTH WEISS ARCHITECTURE 3 3 5 5 B E E C A V E R D S T U D I O # 3 0 3 A U S T I N T X 7 8 7 4 6 ( 5 1 2 ) 4 4 7 - 6 8 0 6 T E L W E I S S A R C . C O M 21 FEB 2022 E C N E D I S E R A T S I V A T L A 4 0 7 8 7 S A X E T , N I T S U A , E U N E V A A T S V A T L A 6 0 4 1 I form, This document, whether in hard copy or digital is copyrighted and an instrument of services in respect to the project for which it was proposed. This document is not intended or authorized for use by any party on any other project. Any reuse including copying and/or modifying this document, without written permission from Weiss for Architecture, specific is a violation of purpose Federal Copyright law. inc. intended the JOB NO. DRAWN BY R2105 LL SHEET NAME SITE PLAN - TREE PROTECTION SHEET NUMBER AS2.1 TREE 3209 - 49" LIVE OAK - FULL CRITICAL ROOT ZONE IMPERVIOUS COVERAGE TREE 3210 - 30" LIVE OAK - FULL CRITICAL ROOT ZONE IMPERVIOUS COVERAGE FULL CRZ TOTAL SQUARE FOOTAGE: 7,543 SF EXISTING IMPERVIOUS COVER: (1) (2) (3) (4) EXIST. GRAVEL DRIVEWAY (TO REMAIN) EXIST. STONE WALLS (TO REMAIN) EXIST. CONCRETE CURB EXIST. ASPHALT STREET TOTAL EXISTING IMPERVIOUS COVER 391 SF 289 SF 35 SF 249 SF 964 SF PROPOSED IMPERVIOUS COVER: (5) (6) (7) NEW CONCRETE FRONT PORCH NEW HOUSE NEW CONCRETE SIDEWALK TOTAL PROPOSED IMPERVIOUS COVER 46 SF 668 SF 13 SF 727 SF TOTAL IMPERVIOUS COVER: 1,691 SF (22.4%) 1,691 / 7,543 = 22.4% OF FULL CRZ FULL CRZ TOTAL SQUARE FOOTAGE: 2,827 SF EXISTING IMPERVIOUS COVER: (1) EXISTING STONE WALL TOTAL EXISTING IMPERVIOUS COVER 21 SF 21 SF PROPOSED IMPERVIOUS COVER: (2) (3) NEW HOUSE NEW CONCRETE CARPORT TOTAL PROPOSED IMPERVIOUS COVER 848 SF 156 SF 1,004 SF TOTAL IMPERVIOUS COVER: 1,025 SF (36.3%) 1,025 / 2,827 = 36.3% OF FULL CRZ " 0 - ' 9 4 " 6 - ' 4 2 " 3 - ' 2 1 D SIDE PROPERTY LINE 5' SIDE SETBACK E N I L G N D L I U B I 5' SIDE SETBACK SIDE PROPERTY LINE 3209 K K C C A A B B T T E E S S T T N N O O R R F F ' ' 5 5 2 2 E N I L Y T R E P O R P T N O R F INCLUDE TREE PROTECTION FENCE AT LINE OF FULL CRITICAL ROOT ZONE. FENCE SHALL BE CHAIN LINK AND AT LEAST 5' IN HEIGHT. INCLUDE A 8" LAYER OF MULCH WITHIN FULL CRITICAL ROOT ZONE AS PROTECTION DURING CONSTRUCTION. LINE OF HALF CRITICAL ROOT ZONE, WITHIN WHICH THE FOLLOWING ITEMS CANNOT BE PLACED: ACCESS ROUTES, MATERIAL STAGING, DUMPSTER, AND SPOILS PLACEMENT. LINE OF FULL CRITICAL ROOT ZONE, WITHIN WHICH THE FOLLOWING ITEMS CANNOT BE PLACED: PORTABLE TOILET, CONCRETE WASHOUT, AND PAINT WASHOUT. (2) EXISTING STONE WALL (8) NEW CONCRETE SIDEWALK (5) NEW COVERED CONCRETE FRONT PORCH (1) EXISTING GRAVEL DRIVEWAY R49' - 0" FULL CRITICAL ROOT ZONE R24' - 6" HALF CRITICAL ROOT ZONE R12' - 3" QUARTER CRITICAL ROOT ZONE TREE TRUNK. PROVIDE PROTECTIVE PLANKING AS DESCRIBED ON SHEET AS2.1, SHEET NOTE #5 (2) EXISTING STONE WALLS NEW CANTILEVERING WOOD DECK (4) EXISTING ASHPALT ROAD (3) EXISTING CONCRETE CURB (6) NEW HOUSE TREE 3211 - 20" CEDAR - FULL CRITICAL ROOT ZONE IMPERVIOUS COVERAGE FULL CRZ TOTAL SQUARE FOOTAGE: 1,257 SF EXISTING IMPERVIOUS COVER: (1) (2) EXISTING ASHPALT ALLEYWAY EXISTING STONE WALL TOTAL EXISTING IMPERVIOUS COVER 230 SF 11 SF 241 SF PROPOSED IMPERVIOUS COVER: (3) (4) NEW CONCRETE DRIVEWAY NEW CONCRETE CARPORT TOTAL PROPOSED IMPERVIOUS COVER 72 SF 8 SF 80 SF TOTAL IMPERVIOUS COVER: 321 SF (25.5%) 321 / 1,257 = 25.5% OF FULL CRZ H O E N I L Y T R E H P O O R P R A E R H O H O K C A B T E S R A E R ' 0 1 3213 O H 3212 " 0 - ' 0 2 " 0 - ' 0 1 " 0 - ' 5 H O H O 3211 O H 5' SIDE SETBACK OH OH SIDE PROPERTY LINE O H O H (4) NEW CONCRETE CARPORT O H O H (2) EXISTING STONE WALL EXISTING OVERHEAD UTILITY LINE (1) EXISTING ASHPALT ALLEWAY EXISTING OVERHEAD UTILITY LINE TO BE RELOCATED TO NEW ELECTRICAL METER LOCATION (3) NEW CONCRETE DRIVEWAY R20' - 0" FULL CRITICAL ROOT ZONE R10' - 0" HALF CRITICAL ROOT ZONE R5' - 0" QUARTER CRITICAL ROOT ZONE TREE TRUNK. PROVIDE PROTECTIVE PLANKING AS DESCRIBED ON SHEET AS2.1, SHEET NOTE #5 EXISTING UTILITY POLE LINE OF FULL CRITICAL ROOT ZONE, WITHIN WHICH THE FOLLOWING ITEMS CANNOT BE PLACED: PORTABLE TOILET, CONCRETE WASHOUT, AND PAINT WASHOUT. LINE OF HALF CRITICAL ROOT ZONE, WITHIN WHICH THE FOLLOWING ITEMS CANNOT BE PLACED: ACCESS ROUTES, MATERIAL STAGING, DUMPSTER, AND SPOILS PLACEMENT. INCLUDE TREE PROTECTION FENCE AT LINE OF FULL CRITICAL ROOT ZONE. FENCE SHALL BE CHAIN LINK AND AT LEAST 5' IN HEIGHT. INCLUDE A 8" LAYER OF MULCH WITHIN FULL CRITICAL ROOT ZONE AS PROTECTION DURING CONSTRUCTION. " 0 - ' 0 3 " 0 - ' 5 "1 6 - ' 7 3210 G 5' SIDE SETBACK SIDE PROPERTY LINE NEW CANTILEVERING WOOD DECK (6) NEW HOUSE R30' - 0" FULL CRITICAL ROOT ZONE R15' - 0" HALF CRITICAL ROOT ZONE R7' - 6" QUARTER CRITICAL ROOT ZONE TREE TRUNK. PROVIDE PROTECTIVE PLANKING AS DESCRIBED ON SHEET AS2.1, SHEET NOTE #5 (7) NEW CONCRETE CARPORT EXISTING GAS METER E (1) EXISTING STONE WALL LINE OF FULL CRITICAL ROOT ZONE, WITHIN WHICH THE FOLLOWING ITEMS CANNOT BE PLACED: PORTABLE TOILET, CONCRETE WASHOUT, AND PAINT WASHOUT. LINE OF HALF CRITICAL ROOT ZONE, WITHIN WHICH THE FOLLOWING ITEMS CANNOT BE PLACED: ACCESS ROUTES, MATERIAL STAGING, DUMPSTER, AND SPOILS PLACEMENT. INCLUDE TREE PROTECTION FENCE AT LINE OF FULL CRITICAL ROOT ZONE. FENCE SHALL BE CHAIN LINK AND AT LEAST 5' IN HEIGHT. INCLUDE A 8" LAYER OF MULCH WITHIN FULL CRITICAL ROOT ZONE AS PROTECTION DURING CONSTRUCTION. TREE 3214 - 21" LIVE OAK - FULL CRITICAL ROOT ZONE IMPERVIOUS COVERAGE FULL CRZ TOTAL SQUARE FOOTAGE: 1,385 SF EXISTING IMPERVIOUS COVER: (1) EXISTING ASPHALT ALLEYWAY TOTAL EXISTING IMPERVIOUS COVER 3 SF 3 SF PROPOSED IMPERVIOUS COVER: (2) (3) (4) NEW CONCRETE DRIVEWAY NEW CONCRETE CARPORT NEW HOUSE TOTAL PROPOSED IMPERVIOUS COVER 205 SF 25 SF 187 SF 417 SF TOTAL IMPERVIOUS COVER: 420 SF (30.3%) 420 / 1,385 = 30.3% OF FULL CRZ " 0 - ' 1 2 " 6 - ' 0 1 " 3 - ' 5 H O SIDE PROPERTY LINE 5' SIDE SETBACK 3214 K C A B T E S R A E R ' 0 1 INCLUDE TREE PROTECTION FENCE AT LINE OF FULL CRITICAL ROOT ZONE. FENCE SHALL BE CHAIN LINK AND AT LEAST 5' IN HEIGHT. INCLUDE A 8" LAYER OF MULCH WITHIN FULL CRITICAL ROOT ZONE AS PROTECTION DURING CONSTRUCTION. LINE OF HALF CRITICAL ROOT ZONE, WITHIN WHICH THE FOLLOWING ITEMS CANNOT BE PLACED: ACCESS ROUTES, MATERIAL STAGING, DUMPSTER, AND SPOILS PLACEMENT. LINE OF FULL CRITICAL ROOT ZONE, WITHIN WHICH THE FOLLOWING ITEMS CANNOT BE PLACED: PORTABLE TOILET, CONCRETE WASHOUT, AND PAINT WASHOUT. R21' - 0" FULL CRITICAL ROOT ZONE R10' - 6" HALF CRITICAL ROOT ZONE R5' - 3" QUARTER CRITICAL ROOT ZONE TREE TRUNK. PROVIDE PROTECTIVE PLANKING AS DESCRIBED ON SHEET AS2.1, SHEET NOTE #5 (4) NEW HOUSE (2) NEW CONCRETE DRIVEWAY (3) NEW CONCRETE CARPORT WEISS ARCHITECTURE 3 3 5 5 B E E C A V E R D S T U D I O # 3 0 3 A U S T I N T X 7 8 7 4 6 ( 5 1 2 ) 4 4 7 - 6 8 0 6 T E L W E I S S A R C . C O M 21 FEB 2022 E C N E D I S E R A T S I V A T L A 4 0 7 8 7 S A X E T , N I T S U A , E U N E V A A T S V A T L A 6 0 4 1 I form, This document, whether in hard copy or digital is copyrighted and an instrument of services in respect to the project for which it was proposed. This document is not intended or authorized for use by any party on any other project. Any reuse including copying and/or modifying this document, without written permission from Weiss for Architecture, specific is a violation of purpose Federal Copyright law. inc. intended the N O I I T P R C S E D E T A D T E S T I M R E P 2 2 / 1 2 / 2 0 # . V E -R JOB NO. DRAWN BY R2105 LL SHEET NAME CRITICAL ROOT ZONE ANALYSIS SHEET NUMBER AS2.2 A 3208 (2) EXISTING STONE WALL SCALE:1 HERITAGE TREE 3209 - CRZ DIAGRAM 3/32" = 1'-0" SCALE:2 HERITAGE TREE 3210 - CRZ DIAGRAM 3/32" = 1'-0" SCALE:3 PROTECTED TREE 3211 - CRZ DIAGRAM 3/32" = 1'-0" SCALE:4 PROTECTED TREE 3214 - CRZ DIAGRAM 3/32" = 1'-0" TREE #3209: FULL CRZ SHEET NOTES 1. 2. 3. 4. 5. THIS FOUNDATION PLAN IS FOR REPRESENTATIONAL PURPOSES ONLY. REFER TO GENERAL NOTES ON SHEET G2.0. REFER TO FLOOR PLANS ON A1 SERIES FOR ADDITIONAL WINDOW TAGS. REFER TO STRUCTURAL DRAWINGS FOR FOUNDATION NOTES AND SPECIFICATIONS. REFER TO FLOOR PLANS AND MEP PLANS FOR ALL PLUMBING/MECH LOCATIONS. 6. ANY DISCREPANCIES BETWEEN FOUNDATION LAYOUT AND STRUCTURAL DRAWINGS ARE TO BE COORDINATED WITH ARCHITECT. 19'-01 4" FV 8'-91 2" FV 12'-103 4" 64'-2" 45'-13 4" 23'-21 2" 15'-0" 5'-0" 4'-0" 6'-0" TREE #3209: 1/2 CRZ 6'-01 2" 3'-0" TREE #3209: 1/4 CRZ TREE #3210: FULL CRZ 4'-8" TREE #3214: FULL CRZ TREE #3214: 1/2 CRZ TREE #3214: 1/4 CRZ 3214 19'-4" 30'-0" 10'-8" 1 2'-3" 1 0'-41 4" F V ° 8 5 " 2 - ' 3 " 5 - ' 4 1.5" 3'-0" 10" 58" " 2 1 8 - ' 4 58" 4'-73 4" 8'-3" 58" " 4 - ' 4 1'-0" ° 2 2 1 3'-0" 1.5" 1 1" " 1 2 10'-6 9'-0" 1.5" 15'-0" CANTILEVERING WOOD DECK AREA (NO PORTION OF DECK SHALL TOUCH THE QUARTER CRZ OR HALF CRZ OF TREE #3210. REFER TO SHEETS AS2.1 AND AS2.2) " 0 - ' 2 " 2 1 3 - ' 3 " 2 1 5 - ' 0 1 " 0 - ' 7 " 2 1 0 - ' 8 3 " 9 - ' 4 2 " 0 1 1.5" SLOPE DN 1/8 : 12 1.5" DROP " " 2 6 6" 6" 16'-3" 1.5" DROP 6'-03 4" 6'-03 4" 5'-11 2" 17'-3" 4'-41 2" 0" SL O P E D 1/4 : 1 2 N " 1 2 16'-2 STEEL COLUMNS PER STRUCTURAL 1 6'-91 2" TREE #3211: 1/4 CRZ TREE #3211: 1/2 CRZ 17'-01 2" FV TREE #3211: FULL CRZ 3210 TREE #3210: 1/4 CRZ 24'-31 2" 29'-103 4" FV 64'-2" TREE #3210: 1/2 CRZ SCALE:1 FOUNDATION PLAN 1/4" = 1'-0" SCALE 2' 0' 4' 8' FULL SIZE SCALE : 1/4" = 1'-0" (HALF SIZE SCALE: 1 8" = 1'-0") NORTH WEISS ARCHITECTURE 3 3 5 5 B E E C A V E R D S T U D I O # 3 0 3 A U S T I N T X 7 8 7 4 6 ( 5 1 2 ) 4 4 7 - 6 8 0 6 T E L W E I S S A R C . C O M 21 FEB 2022 E C N E D I S E R A T S I V A T L A 4 0 7 8 7 S A X E T , N I T S U A , E U N E V A A T S V A T L A 6 0 4 1 I form, This document, whether in hard copy or digital is copyrighted and an instrument of services in respect to the project for which it was proposed. This document is not intended or authorized for use by any party on any other project. Any reuse including copying and/or modifying this document, without written permission from Weiss for Architecture, specific is a violation of purpose Federal Copyright law. inc. intended the N O I I T P R C S E D E T A D T E S T I M R E P 2 2 / 1 2 / 2 0 # . V E -R JOB NO. DRAWN BY R2105 LL SHEET NAME ARCH. FOUNDATION PLAN SHEET NUMBER A1.0 1/A3.3 1 . 4 A / 1 1 . 4 A / 2 19'-01 4" FV 64'-2" 12'-103 4" 45'-13 4" 23'-21 2" 8'-91 2" FV 4'-33 4" 4'-51 2" CL 4'-11 2" 5'-0" 4'-0" 6'-0" 6'-01 2" 3'-0" " 1 2 2'-6 19'-4" " 1 2 5'-3 30'-0" CL 5'-9" H: 8' 0" AFF (2) 3'0" 5'0" (1 FX/ 1 CS) H 1 0'-9" 1 0'-41 4" F V " 1 2 2'-11 CL " 1 2 2'-9 H: 8' 0" AFF 3'0" 3'0" FX H 5/ A 5.1 BATH 1 107 CLG HGT 9' - 0" " 4 3 1 1 - ' 2 V F ° 8 5 LIN E N W S " 0 8 ' " 8 2 ' 100' 0" F.F. 2'-1 2'8" 8'0" S W 0" 1'-01 2" 2'8" 8'0" S W 2 ° 2 2 1 " 1 2 8'-0 HALL 106 CLG HGT 9' - 0" TEMPERED 3'0" 8'0" SW 1.5" " 1 2 10'-6 (2) 2'6" 8'0" B P 7'-9" MEDIA 108 CLG HGT 9' - 0" " 3 4 5'-6 " 5 - ' 4 UP DN 4 6 7 6 STAIRS 105 CLG HGT VARIES UP 7'-4" (9 STEPS) 4 5'-2" 4'-11 2" CL 1.5" W S " 0 8 " 0 3 ' ' D E R E P M E T R L C " 6 - ' 3 R L C " 6 - ' 3 " 2 1 0 - ' 9 " 2 1 0 - ' 2 " 2 1 5 - ' 3 R L C 3 . 2 5 A / 6 " 0 - ' 3 R L C " 0 - ' 4 9'-1" DECK 110 " 2 - ' 9 104' 8-1/2" F.F. 10'-8" . 2 3 A / 1 1/A4.2 1 2'-3" CARPORT 109 CLG HGT 9' - 0" 99' 10-1/2" F.F. 4'-41 2" 5 1 6'-31 2" 1 0" " 1 2 16'-2 SL O P E D 1/4 : 1 2 N 8" 17'-01 2" FV FULL HEIGHT CABINETRY FRONT PORCH 100 1B/A5.1 TEMPERED 3'0" 8'0" SW CLG HGT 10' - 0" FOYER 101 CLG HGT 10' - 0" 1.5" . 1 5 A / A 1 ' X F " 0 6 " 0 4 ' D E R E P M E T " 0 - ' 7 10'-0" 2'-5" 104' 10" F.F. 104' 8-1/2" F.F. 4'-0" (4 STEPS) " 0 - ' 3 PANTRY MICROW. & OVEN KITCHEN 104 CLG HGT 10' - 0" 4A/A5.1 3/A5.1 1 . 5 A / B 4 " 2 1 8 - ' 9 TR DW R E F 104' 10" F.F. 1.5" TEMPERED 9'0" 8'0" PATIO SLIDER 5'-11" " 6 - ' 5 CL 4'-7" " 9 - ' 2 C N O C D W D W C N O C F F A " 0 ' 8 : H H S C " 0 6 ' " 0 3 ' ) 2 ( F F A " 0 8 ' : H H ) S C 2 / X F 1 ( " 0 6 ' ' " 0 3 ) 3 ( " 9 - ' 1 1 " 6 - ' 2 1 " 6 - ' 1 1 " 9 - ' 3 2 CL " 9 - ' 6 DINING 102 CLG HGT 10' - 0" LIVING 103 CLG HGT 10' - 0" 2/A5.1 FIREPLACE 5'-11 2" 17'-3" CL " 2 1 0 - ' 8 3 " 0 - ' 2 " 2 1 5 - ' 0 1 CL " 2 1 3 - ' 6 " 2 - ' 4 " 6 - ' 6 " 6 - ' 1 1 " 9 - ' 4 2 CL " 9 - ' 6 " 0 1 F F A " 0 ' 8 : H H S C " 0 6 ' " 0 3 ' ) 2 ( F F A " 0 8 ' : H H ) S C 2 / X F 1 ( " 0 6 ' ' " 0 3 ) 3 ( 5'-7" FV 6'-03 4" 6'-03 4" 24'-31 2" 29'-103 4" FV 64'-2" SCALE:1 FLOOR PLAN : LVL 0.5 (CARPORT LEVEL) & LVL 1.0 (KITCHEN/LIVING LEVEL) 1/4" = 1'-0" 1/A3.1 . 1 4 A / 1 . 1 4 A / 2 SHEET NOTES 1. REFER TO SHEET G1.0 FOR CODE COMPLIANCE. 2. 3. REFER TO SHEET G2.0 FOR GENERAL NOTES. REFER TO SHEET AS1.1 AND G1.0 FOR VISITABILITY REQUIREMENTS. 4. REFER TO A3.0 SERIES FOR EXTERIOR ELEVATIONS. 5. DO NOT SCALE DRAWINGS. 6. VERIFY ALL DIMENSIONS IN FIELD AND REPORT ALL DISCREPANCIES TO THE ARCHITECT FOR RESOLUTION PRIOR TO COMMENCEMENT OF WORK. 7. ALL DIMENSIONS TO FACE OF STUD, FACE OF CONCRETE, CENTERLINE OF STRUCTURE, CENTER OF OPENING OR FIXTURE, UNLESS NOTED OTHERWISE. 8. ALL DOOR FRAMES SHALL BE LOCATED 4" FROM NEAREST PERPENDICULAR WALL OR CENTER ON WALL SEGMENT AS ILLUSTRATED, UNLESS DIMENSIONED OTHERWISE. 9. WALL FRAMING SHALL BE AS NOTED BELOW UNLESS NOTED OTHERWISE BY STRUCTURAL ENGINEER. CONSULT ARCHITECT ON ANY DISCREPANCIES. A. ALL EXTERIOR & LOADING BEARING WALLS SHALL BE CONSTRUCTED WITH 2X6 OR 2X4 WOOD FRAMING AT 18" ON CENTER, U.N.O. REFER TO WALL LEGEND BELOW AND STRUCTURAL. B. ALL SIMPLE (NON-LOAD BEARING) INTERIOR PARTITIONS SHALL BE CONSTRUCTED WITH 2X4 WOOD FRAMING AT 24" ON CENTER, U.N.O. REFER TO STRUCTURAL. C. ALL INTERIOR AND EXTERIOR PLUMBING WALLS TO BE CONSTRUCTED WITH 2X6 FRAMING, U.N.O. D. ALL INTERIOR PARTITIONS SUPPORTING POCKET DOORS TO BE CONSTRUCTED WITH 2X6 FRAMING, U.N.O. WEISS ARCHITECTURE 3 3 5 5 B E E C A V E R D S T U D I O # 3 0 3 A U S T I N T X 7 8 7 4 6 ( 5 1 2 ) 4 4 7 - 6 8 0 6 T E L W E I S S A R C . C O M 21 FEB 2022 10. ROOF AND FLOOR FRAMING SHALL BE PER STRUCTURAL DRAWINGS. TRUSS MANUFACTURER SHALL SUPPLY SHOP DRAWINGS SEALED BY AN ENGINEER TO DESIGN TEAM AND CONTRACTOR FOR APPROVAL PRIOR TO FABRICATION. 1/A4.2 10. EXTERIOR WALL INSULATION - ALL EXTERIOR WALLS SHALL RECEIVE MIN. R-19 CELLULOSE BLOWN-IN INSULATION WITH OPTIONAL SPRAY FOAM LAYER ADJACENT TO EXTERIOR WALL. 11. ROOF INSULATION - ALL ROOF SHALL RECEIVE MIN. R-36 OPEN CELL SPRAY FOAM INSULATION. 12. FLOOR INSULATION - ALL SPACES BETWEEN FLOORS SHALL RECEIVE MIN. R-30 BATT INSULATION BETWEEN FLOORS. 13. INTERIOR WALL INSULATION - ALL BEDROOMS, BATHROOM AND LAUNDRY ROOM WALLS SHALL RECEIVE SOUND BATT INSULATION. 14. CONTRACTOR SHALL PROVIDE BLOCKING IN WALLS AND CEILINGS AS REQUIRED FOR ALL ACCESSORIES, WALL MOUNTED ITEMS, CEILING FANS, ETC. 15. USE 1 2" WATER RESISTANT GYP BD IN BATHROOM AND KITCHEN ON ALL WALLS EXCEPT BEHIND CERAMIC TILE AND BATH TUB WHERE TILE BACKER BOARD (DENSHIELD) IS USED. 16. CONTACT ARCHITECT/OWNER WITH ANY FRAMING QUESTIONS/DISCREPANCIES. . 4 3 A / 1 KEY NOTES E C N E D I S E R A T S I V A T L A 4 0 7 8 7 S A X E T , N I T S U A , E U N E V A A T S V A T L A 6 0 4 1 I 1. 7 GAUGE STEEL PLATE EDGING BOLTED TO CARPORT SLAB. REFER TO ELEVATIONS FOR HEIGHT INFORMATION. 2. CONCRETE STAIRS. 3. 4. EXPOSED STRUCTURE STAIRS WITH OPEN WOOD TREADS AND METAL STRINGER PER STRUCTURAL. REFER TO ELEVATIONS 1/A3.2, 1/A3.3, AND BUILDING SECTION 1/A4.1 FOR CUSTOM WINDOW SIZING. 5. ANGLED STEEL COLUMNS PER STRUCTURAL. 6. WALL MOUNTED HANDRAIL. REFER TO DETAIL X/AX.X 7. GLASS PANEL RAILING. REFER TO DETAIL X/AX.X form, This document, whether in hard copy or digital is copyrighted and an instrument of services in respect to the project for which it was proposed. This document is not intended or authorized for use by any party on any other project. Any reuse including copying and/or modifying this document, without written permission from Weiss for Architecture, specific is a violation of purpose Federal Copyright law. inc. intended the N O I I T P R C S E D E T A D T E S T I M R E P 2 2 / 1 2 / 2 0 # . V E -R JOB NO. DRAWN BY R2105 LL SHEET NAME FLOOR PLAN LCL 0.5 & LVL 1.0 SHEET NUMBER A1.1 LEGEND AND SCALE EXTERIOR 2X4 WALL EXTERIOR 2X6 WALL INTERIOR 2X4 WALL INTERIOR 2X6 WALL 2X4 PARTIAL HEIGHT WALL 2X6 WALL BELOW 2' 0' 4' 8' FULL SIZE SCALE : 1/4" = 1'-0" (HALF SIZE SCALE: 1 8" = 1'-0") NORTH 1/A3.3 1 . 4 A / 1 1 . 4 A / 2 " 0 ' 9 ) T G H T L P ( " 0 ' 9 ) T G H T L P ( 8'-91 2" FV 12'-103 4" 46'-73 4" 33'-9" 9'-11 2" 4'-73 4" 4'-11 2" CL 4'-11 2" 3'-111 2" 6'-6" 2'-73 4" CL 3'-101 4" 3'-91 2" CL 3'-8" 1'-8" 2'-31 2" CL 14'-2" 9'-11 2" CL 2'-9" 1 HH: 8'0" AFF 3'0" 5'0" CS HH: 8'0" AFF 3'0" 5'0" CS HH: 8'0" AFF 3'0" 5'0" CS HH: 8'0" AFF 3'0" 5'0" CS " 4 - ' 3 OWNER'S LANDING 201 CLG HGT VARIES 3 DN UP 110' 8-1/2" F.F. 8'-3" (10 STEPS) 2'6" 8'0" S W " 3 4 10 2'-81 2" UP 3 6 DN 116' 6-1/2" F.F. HALL 205 CLG HGT 9' - 0" " 5 - ' 3 2'0" 8'0" SW 2 2 . 5 A / 2 LAUNDRY 206 CLG HGT 9' - 0" W S " 0 8 ' " 8 2 ' E L I T D W BOOKSHLVS R L C " 6 - ' 3 R L C " 6 - ' 3 " 2 1 9 - ' 5 " 9 - ' 9 . 2 5 A / 6 4 6 7 4 ° 2 2 1 HH: 8'0" AFF (3) 3'0" 5'0" (1 FX/ 2 CS) 4'-11 2" " 1 4 7'-11 5'-2" 8'-1" CL 5'-61 2" CL 8'-53 4" OWNER'S SUITE 202 CLG HGT 10' - 0" " 8 - ' 4 " 4 - ' 6 " 2 1 4 - ' 1 BEDROOM 1 208 CLG HGT VARIES 2'0" 7'0" GLZ BATH 2 207 CLG HGT 9' - 0" 2 2 . . 5 5 A A / / A B 3 3 W S " 0 8 ' " 8 2 ' E L I T D W BENCH N E N L I C A V H " 2 1 8 - ' 2 " 2 1 9 - ' 3 6'-9" 2'8" 8'0" SW LOFT 209 CLG HGT 9' - 0" BEDROOM 2 210 CLG HGT VARIES V F " 8 ' 3 1 ) T G H K A E P ( S V L H S 8 S V L H S 8 1'-6" 7'-5" 4A/A5.2 . 2 5 A / B 4 5A/A5.2 . 2 5 A / B 5 W S " 0 8 ' " 8 2 ' W S " 0 8 ' " 8 2 ' " 8 - ' 0 1 " 2 1 5 - ' 3 1 CL " 2 1 9 - ' 2 4 " 2 1 2 - ' 7 3 " 2 1 8 - ' 1 1 " 4 1 9 - ' 5 " 4 1 1 1 - ' 5 " 2 1 3 - ' 5 " 9 - ' 6 5 F F A " 0 8 ' : H H R E D I L S " 0 8 ' " 0 6 ' BALCONY 211 CL " 2 1 0 - ' 2 1 " 0 - ' 9 " 3 - ' 2 9' 0" (PLT HGT) 13' 5" FV (PEAK HGT) 9' 0" (PLT HGT) F F A " 0 8 ' : H H ) S C 2 / X F 1 ( " 0 5 ' " 0 3 ' ) 3 ( F F A " 0 8 ' : H H ) S C 2 / X F 1 ( " 0 5 ' ' " 0 3 ) 3 ( " 6 - ' 5 5'-6" CL " 2 1 2 - ' 6 " 2 1 3 - ' 5 CL " 9 - ' 6 W S " 0 8 ' " 8 2 ' 10. ROOF AND FLOOR FRAMING SHALL BE PER STRUCTURAL DRAWINGS. TRUSS MANUFACTURER SHALL SUPPLY SHOP DRAWINGS SEALED BY AN ENGINEER TO DESIGN TEAM AND CONTRACTOR FOR APPROVAL PRIOR TO FABRICATION. 1/A4.2 10. EXTERIOR WALL INSULATION - ALL EXTERIOR WALLS SHALL RECEIVE MIN. R-19 CELLULOSE BLOWN-IN INSULATION WITH OPTIONAL SPRAY FOAM LAYER ADJACENT TO EXTERIOR WALL. 11. ROOF INSULATION - ALL ROOF SHALL RECEIVE MIN. R-36 OPEN CELL SPRAY FOAM INSULATION. 12. FLOOR INSULATION - ALL SPACES BETWEEN FLOORS SHALL RECEIVE MIN. R-30 BATT INSULATION BETWEEN FLOORS. 13. INTERIOR WALL INSULATION - ALL BEDROOMS, BATHROOM AND LAUNDRY ROOM WALLS SHALL RECEIVE SOUND BATT INSULATION. 14. CONTRACTOR SHALL PROVIDE BLOCKING IN WALLS AND CEILINGS AS REQUIRED FOR ALL ACCESSORIES, WALL MOUNTED ITEMS, CEILING FANS, ETC. 15. USE 1 2" WATER RESISTANT GYP BD IN BATHROOM AND KITCHEN ON ALL WALLS EXCEPT BEHIND CERAMIC TILE AND BATH TUB WHERE TILE BACKER BOARD (DENSHIELD) IS USED. 16. CONTACT ARCHITECT/OWNER WITH ANY FRAMING QUESTIONS/DISCREPANCIES. . 4 3 A / 1 KEY NOTES 1. DASHED LINE OF RECESSED DRYER VENT BOX, MOUNTED 18" A.F.F. VERIFY FRAMING DIMENSIONS WITH BUILDER'S BOX SPEC. 2. DASHLED LINE OF ATTIC ACCESS HATCH ABOVE. REFER TO SHEET A2.2 3. 4. EXPOSED STRUCTURE STAIRS WITH OPEN WOOD TREADS AND METAL STRINGER PER STRUCTURAL. REFER TO ELEVATIONS 1/A3.2, 1/A3.3, AND BUILDING SECTION 1/A4.1 FOR CUSTOM WINDOW SIZING. 5. WOOD GUARDRAIL WITH 1X WOOD CAP. REFER TO DETAIL X/AX.X 6. WALL MOUNTED HANDRAIL. REFER TO DETAIL X/AX.X 7. GLASS PANEL RAILING. REFER TO DETAIL X/AX.X 1 1'-21 4" ° 8 5 HVAC CLOSET 5'-51 4" 2'8" 8'0" SW (3) 3'0" 5'0" (1 FX/ 2 CS) H: 8'0" AFF CL H " 1 4 7'-0 26'-7" " 1 2 3'-10 " 3 4 7'-3 14'-4" CL 29'-10" " 1 4 7'-0 H: 8'0" AFF (3) 3'0" 3'0" (1 FX/ 2 CS) H 2'-10" " 1 2 5'-4 CL " 1 2 2'-6 2'-2" CL 6'-3" 4'-1" (2) 2'0" 5'0" CS H: 8'0" AFF H 6'-81 2" D TILE W " 1 2 5'-4 1 1 A A B/ / A 5.2 5.2 OWNER'S BATH 203 CLG HGT 10' - 0" H: 8'0" AFF 3'0" 4'0" CS H 2'4" 8'0" PK 3'-6" 2'6" 8'0" P K 3'-5" B E N C H 1'-8" 3'-8" 5'-7" 8 S H L V S 6'-3" 7 D / A 7 B/ A 5.1 5.1 3'-41 2" 7A/A5.1 7C/A5.1 TILE W D (MIRROR) 2'6" 8'0" PK OWNER'S CLOSET 204 CLG HGT 10' - 0" 6/A5.1 7'-41 2" 1 6'-71 2" LIN E N 5'-9" " 1 2 11'-7 . 2 3 A / 1 1/A4.2 14'-1" FV 24'-31 2" 11'-4" 5'-11" 4'-2" 17'-3" SCALE:1 FLOOR PLAN : LVL 1.5 (OWNER'S SUITE LEVEL) & LVL 2.0 (LOFT LEVEL) 1/4" = 1'-0" 1/A3.1 . 1 4 A / 1 . 1 4 A / 2 SHEET NOTES 1. REFER TO SHEET G1.0 FOR CODE COMPLIANCE. 2. 3. REFER TO SHEET G2.0 FOR GENERAL NOTES. REFER TO SHEET AS1.1 AND G1.0 FOR VISITABILITY REQUIREMENTS. 4. REFER TO A3.0 SERIES FOR EXTERIOR ELEVATIONS. 5. DO NOT SCALE DRAWINGS. 6. VERIFY ALL DIMENSIONS IN FIELD AND REPORT ALL DISCREPANCIES TO THE ARCHITECT FOR RESOLUTION PRIOR TO COMMENCEMENT OF WORK. 7. ALL DIMENSIONS TO FACE OF STUD, FACE OF CONCRETE, CENTERLINE OF STRUCTURE, CENTER OF OPENING OR FIXTURE, UNLESS NOTED OTHERWISE. 8. ALL DOOR FRAMES SHALL BE LOCATED 4" FROM NEAREST PERPENDICULAR WALL OR CENTER ON WALL SEGMENT AS ILLUSTRATED, UNLESS DIMENSIONED OTHERWISE. 9. WALL FRAMING SHALL BE AS NOTED BELOW UNLESS NOTED OTHERWISE BY STRUCTURAL ENGINEER. CONSULT ARCHITECT ON ANY DISCREPANCIES. A. ALL EXTERIOR & LOADING BEARING WALLS SHALL BE CONSTRUCTED WITH 2X6 OR 2X4 WOOD FRAMING AT 18" ON CENTER, U.N.O. REFER TO WALL LEGEND BELOW AND STRUCTURAL. B. ALL SIMPLE (NON-LOAD BEARING) INTERIOR PARTITIONS SHALL BE CONSTRUCTED WITH 2X4 WOOD FRAMING AT 24" ON CENTER, U.N.O. REFER TO STRUCTURAL. C. ALL INTERIOR AND EXTERIOR PLUMBING WALLS TO BE CONSTRUCTED WITH 2X6 FRAMING, U.N.O. D. ALL INTERIOR PARTITIONS SUPPORTING POCKET DOORS TO BE CONSTRUCTED WITH 2X6 FRAMING, U.N.O. WEISS ARCHITECTURE 3 3 5 5 B E E C A V E R D S T U D I O # 3 0 3 A U S T I N T X 7 8 7 4 6 ( 5 1 2 ) 4 4 7 - 6 8 0 6 T E L W E I S S A R C . C O M 21 FEB 2022 E C N E D I S E R A T S I V A T L A 4 0 7 8 7 S A X E T , N I T S U A , E U N E V A A T S V A T L A 6 0 4 1 I form, This document, whether in hard copy or digital is copyrighted and an instrument of services in respect to the project for which it was proposed. This document is not intended or authorized for use by any party on any other project. Any reuse including copying and/or modifying this document, without written permission from Weiss for Architecture, specific is a violation of purpose Federal Copyright law. inc. intended the N O I I T P R C S E D E T A D T E S T I M R E P 2 2 / 1 2 / 2 0 # . V E -R JOB NO. DRAWN BY R2105 LL SHEET NAME FLOOR PLAN : LVL 1.5 & LVL 2.0 A1.2 LEGEND AND SCALE EXTERIOR 2X4 WALL EXTERIOR 2X6 WALL INTERIOR 2X4 WALL INTERIOR 2X6 WALL 2X4 PARTIAL HEIGHT WALL 2X6 WALL BELOW 2' 0' 4' 8' SHEET NUMBER FULL SIZE SCALE : 1/4" = 1'-0" (HALF SIZE SCALE: 1 8" = 1'-0") NORTH 1/A3.3 1 . 4 A / 1 1 . 4 A / 2 CL " 1 2 7'-3 1 X/ A X.X 14'-9" CL " 1 2 7'-5 2 29'-6" CL " 1 2 7'-5 1 14'-9" CL " 1 2 7'-3 C L 1 2 1 0'-41 4" F V ° 8 5 4'-73 4" 13'-41 4'-11 4" 2" CL 4'-7" 3 DN OPEN TO BELOW CL 5'-1" 4'-7" " 6 - ' 4 " 2 1 6 - ' 4 " 2 1 0 - ' 9 4 6 7 4 TERRACE LANDING 301 CLG HGT 8' - 0" 1.5" TEMPERED 3'0" 7'0" SW 3'-81 4" " 1 2 7'-5 CL 26'-4" 1 2 2 ° " FV 1 2 4'-1 CL 11'-7" WOOD DECKING TERRACE 302 2 1 " 1 2 7'-3 " 1 2 7'-5 CL 14'-9" C L 1 6'-31 2" 2 1 C L 1/A4.2 . 2 3 A / 1 CL . 5 3 A / 1 SCALE:1 FLOOR PLAN : LVL 2.5 (TERRACE LEVEL) 1/4" = 1'-0" 1/A3.1 . 1 4 A / 1 . 1 4 A / 2 SHEET NOTES 1. REFER TO SHEET G1.0 FOR CODE COMPLIANCE. 2. 3. REFER TO SHEET G2.0 FOR GENERAL NOTES. REFER TO SHEET AS1.1 AND G1.0 FOR VISITABILITY REQUIREMENTS. 4. REFER TO A3.0 SERIES FOR EXTERIOR ELEVATIONS. 5. DO NOT SCALE DRAWINGS. 6. VERIFY ALL DIMENSIONS IN FIELD AND REPORT ALL DISCREPANCIES TO THE ARCHITECT FOR RESOLUTION PRIOR TO COMMENCEMENT OF WORK. 7. ALL DIMENSIONS TO FACE OF STUD, FACE OF CONCRETE, CENTERLINE OF STRUCTURE, CENTER OF OPENING OR FIXTURE, UNLESS NOTED OTHERWISE. 8. ALL DOOR FRAMES SHALL BE LOCATED 4" FROM NEAREST PERPENDICULAR WALL OR CENTER ON WALL SEGMENT AS ILLUSTRATED, UNLESS DIMENSIONED OTHERWISE. 9. WALL FRAMING SHALL BE AS NOTED BELOW UNLESS NOTED OTHERWISE BY STRUCTURAL ENGINEER. CONSULT ARCHITECT ON ANY DISCREPANCIES. A. ALL EXTERIOR & LOADING BEARING WALLS SHALL BE CONSTRUCTED WITH 2X6 OR 2X4 WOOD FRAMING AT 18" ON CENTER, U.N.O. REFER TO WALL LEGEND BELOW AND STRUCTURAL. B. ALL SIMPLE (NON-LOAD BEARING) INTERIOR PARTITIONS SHALL BE CONSTRUCTED WITH 2X4 WOOD FRAMING AT 24" ON CENTER, U.N.O. REFER TO STRUCTURAL. C. ALL INTERIOR AND EXTERIOR PLUMBING WALLS TO BE CONSTRUCTED WITH 2X6 FRAMING, U.N.O. D. ALL INTERIOR PARTITIONS SUPPORTING POCKET DOORS TO BE CONSTRUCTED WITH 2X6 FRAMING, U.N.O. WEISS ARCHITECTURE 3 3 5 5 B E E C A V E R D S T U D I O # 3 0 3 A U S T I N T X 7 8 7 4 6 ( 5 1 2 ) 4 4 7 - 6 8 0 6 T E L W E I S S A R C . C O M 21 FEB 2022 10. ROOF AND FLOOR FRAMING SHALL BE PER STRUCTURAL DRAWINGS. TRUSS MANUFACTURER SHALL SUPPLY SHOP DRAWINGS SEALED BY AN ENGINEER TO DESIGN TEAM AND CONTRACTOR FOR APPROVAL PRIOR TO FABRICATION. 1/A4.2 10. EXTERIOR WALL INSULATION - ALL EXTERIOR WALLS SHALL RECEIVE MIN. R-19 CELLULOSE BLOWN-IN INSULATION WITH OPTIONAL SPRAY FOAM LAYER ADJACENT TO EXTERIOR WALL. 11. ROOF INSULATION - ALL ROOF SHALL RECEIVE MIN. R-36 OPEN CELL SPRAY FOAM INSULATION. 12. FLOOR INSULATION - ALL SPACES BETWEEN FLOORS SHALL RECEIVE MIN. R-30 BATT INSULATION BETWEEN FLOORS. 13. INTERIOR WALL INSULATION - ALL BEDROOMS, BATHROOM AND LAUNDRY ROOM WALLS SHALL RECEIVE SOUND BATT INSULATION. 14. CONTRACTOR SHALL PROVIDE BLOCKING IN WALLS AND CEILINGS AS REQUIRED FOR ALL ACCESSORIES, WALL MOUNTED ITEMS, CEILING FANS, ETC. 15. USE 1 2" WATER RESISTANT GYP BD IN BATHROOM AND KITCHEN ON ALL WALLS EXCEPT BEHIND CERAMIC TILE AND BATH TUB WHERE TILE BACKER BOARD (DENSHIELD) IS USED. 16. CONTACT ARCHITECT/OWNER WITH ANY FRAMING QUESTIONS/DISCREPANCIES. . 4 3 A / 1 KEY NOTES E C N E D I S E R A T S I V A T L A 4 0 7 8 7 S A X E T , N I T S U A , E U N E V A A T S V A T L A 6 0 4 1 I 1. 4" HM STEEL COLUMN. REFER TO STRUCTURAL. 2. VERTICAL WOOD SLAT GUARDRAIL WITH WOOD CAP. REFER TO DETAIL X/AX.X 3. 4. EXPOSED STRUCTURE STAIRS WITH OPEN WOOD TREADS AND METAL STRINGER PER STRUCTURAL. REFER TO ELEVATIONS 1/A3.2, 1/A3.3, AND BUILDING SECTION 1/A4.1 FOR CUSTOM WINDOW SIZING. 5. NOT USED. 6. WALL MOUNTED HANDRAIL. REFER TO DETAIL X/AX.X 7. GLASS PANEL RAILING. REFER TO DETAIL X/AX.X form, This document, whether in hard copy or digital is copyrighted and an instrument of services in respect to the project for which it was proposed. This document is not intended or authorized for use by any party on any other project. Any reuse including copying and/or modifying this document, without written permission from Weiss for Architecture, specific is a violation of purpose Federal Copyright law. inc. intended the N O I I T P R C S E D E T A D T E S T I M R E P 2 2 / 1 2 / 2 0 # . V E -R JOB NO. DRAWN BY R2105 LL SHEET NAME FLOOR PLAN : LVL 2.5 A1.3 LEGEND AND SCALE EXTERIOR 2X4 WALL EXTERIOR 2X6 WALL INTERIOR 2X4 WALL INTERIOR 2X6 WALL 2X4 PARTIAL HEIGHT WALL 2X6 WALL BELOW 2' 0' 4' 8' SHEET NUMBER FULL SIZE SCALE : 1/4" = 1'-0" (HALF SIZE SCALE: 1 8" = 1'-0") NORTH 1/A3.3 1 . 4 A / 1 1 . 4 A / 2 9'-01 4" 12'-63 4" 34'-9" SIDEWALL ARTICULATION DIMENSIONS DOWNSPOUT RAIN GUTTER ATTIC ACCESS LOCATED IN LAUNDRY ROOM BELOW. REFER TO SHEET A2.2 E P O L S E P O L S 2 1 : 9 2 1 : 9 F O O R L A T E M K C O L E B L U O D M A E S G N D N A T S I M A E S G N D N A T S I K C O L E B L U O D F O O R L A T E M DASHED LINE OF BUILDING FOOTPRINT BELOW . 5 3 A / 1 SLOPE 6.5:12 SLOPE 6.5:12 DOULBE LOCK STANDING SEAM METAL ROOF DOULBE LOCK STANDING SEAM METAL ROOF DOWNSPOUT RAIN GUTTER RAIN GUTTER DOWNSPOUT X/ A X.X ° 8 5 WOOD DECKING E P O L S 2 1 : 4 / 1 LOW SLOPE TPO MEMBRANE ROOF ° 2 2 1 DOWNSPOUT RAIN GUTTER RAIN GUTTER DOWNSPOUT VENTLESS FIREPLACE BELOW . 2 3 A / 1 1/A4.2 SCALE:1 ROOF PLAN 1/4" = 1'-0" SHEET NOTES 1. 2. 4. 5. 6. 7. 9. PROVIDE GUTTERS AND DOWNSPOUTS. BASIS OF DESIGN IS STANDING SEAM METAL ROOF. TPO OVER STAIR WELL. 3. VENT FOR ALL MECH/PLUMBING FIXTURES. FIELD VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. PROVIDE R-30 INSULATION BETWEEN ROOF AND CEILING. PROVIDE RADIANT BARRIER ROOF DECKING. FLASHING, UNDERLAYMENT, AND FASTENING DETAILS PER ROOF MANUF. INSTALLER. VERIFY WITH ARCHITECT. 8. COMPLETELY SEAL ROOF. PROVIDE FRESH AIR INTAKES AS PART OF HVAC SYSTEM. SPRAY-FOAM INSULATION AT TRUSS AND SECOND FLOOR CEILING. SHEET ROCK BARRIER AROUND ALL MECHANICAL UNITS. 10. PROVIDE DECKING FOR MECHANICAL EQUIPMENT AND STORAGE. 1/A4.2 . 4 3 A / 1 WEISS ARCHITECTURE 3 3 5 5 B E E C A V E R D S T U D I O # 3 0 3 A U S T I N T X 7 8 7 4 6 ( 5 1 2 ) 4 4 7 - 6 8 0 6 T E L W E I S S A R C . C O M 21 FEB 2022 E C N E D I S E R A T S I V A T L A 4 0 7 8 7 S A X E T , N I T S U A , E U N E V A A T S V A T L A 6 0 4 1 I form, This document, whether in hard copy or digital is copyrighted and an instrument of services in respect to the project for which it was proposed. This document is not intended or authorized for use by any party on any other project. Any reuse including copying and/or modifying this document, without written permission from Weiss for Architecture, specific is a violation of purpose Federal Copyright law. inc. intended the N O I I T P R C S E D E T A D T E S T I M R E P 2 2 / 1 2 / 2 0 # . V E -R JOB NO. DRAWN BY R2105 LL SHEET NAME ROOF PLAN SHEET NUMBER A1.4 1/A3.1 . 1 4 A / 1 . 1 4 A / 2 SCALE 2' 0' 4' 8' FULL SIZE SCALE : 1/4" = 1'-0" (HALF SIZE SCALE: 1 8" = 1'-0") NORTH 1/A3.3 1 . 4 A / 1 1 . 4 A / 2 G F C I 6 0 " LIN E N S HALL 106 CLG HGT 9' - 0" SD 3 D 3 D S S SWITCH TO ABOVE OPEN TO ABOVE STAIRS 105 CLG HGT VARIES WALL MOUNTED, TANKLESS WATER HEATER WP 1 R 1S GFCI 36" BATH 1 107 CLG HGT 9' - 0" S S S SD S S S 3 D S S SD S 3D S 3D S 3D S PANTRY KITCHEN 104 CLG HGT 10' - 0" S 3 G F C I 2 2 0 V G F C I 2 2 0 V D E D 6 0 " F V I P S D S P S D I CONNECT TO DW D E D 30" 30" SWITCH TO BACK YARD LANDSCAPE LIGHTING D 3 D S SS I C F G P W DECK 110 B H G F C I GFCI FULL HEIGHT CABINETRY GFCI S3 REF FOYER 101 CLG HGT 10' - 0" S D 3 S D 3 S S S D DINING 102 CLG HGT 10' - 0" FRONT PORCH 100 CLG HGT 10' - 0" D SWITCH TO FRONT YARD LANDSCAPE LIGHTING GFCI WP HB S D S D GFCI WP HB S D S D S D LIVING 103 CLG HGT 10' - 0" FIBER CEMENT CEILING PANELS FIBER CEMENT CEILING PANELS GFCI WP HB GFCI WP H B MEDIA 108 CLG HGT 9' - 0" MOTION SENSOR GFCI WP 220V CARPORT 109 CLG HGT 9' - 0" . 2 3 A / 1 1/A4.2 SCALE:1 REFLECTED CEILING PLAN & ELECTRICAL PLAN : LVL 0.5 (CARPORT LEVEL) & LVL 1.0 (KITCHEN/LIVING LEVEL) 1/4" = 1'-0" 1/A3.1 . 1 4 A / 1 . 1 4 A / 2 SHEET NOTES 1. 2. 3. 7. 8. THE ELECTRICAL AND LIGHTING PLANS ARE FOR REPRESENTATIONAL PURPOSES. COORDINATE WITH MEP PLANS AND/OR SUB CONTRACTORS. PROVIDE ELECTRICAL FOR ALL MECHANICAL UNITS THROUGHOUT HOUSE. COORDINATE WITH HVAC AND PLUMBING CONTRACTORS. PROVIDE SMOKE DETECTORS IN ALL BEDROOM AREAS, HALLS, AND KITCHEN AREAS. 4. VENT ALL EXHAUST FANS TO THE OUTSIDE. COORDINATE LOCATION W/ ARCHITECT PRIOR TO INSTALLATION. 5. PROVIDE LOW VOLTAGE CIRCUIT AT ENTRIES FOR ALARM SYSTEMS. 6. VERIFY TV OUTLET MOUNTING HEIGHTS (FOR FLAT SCREEN TV'S) WITH OWNER PRIOR TO/DURING CONSTRUCTION. THERMOSTATS TO BE LOCATED BY OWNER. COORDINATE WITH HVAC CONTRACTOR. PROVIDE DOORBELL. VERIFY LOCATION OF CHIMES AND MODEL WITH OWNER. 9. PROVIDE LIGHT KITS ON GARAGE DOOR OPENER. 10. SUPPLY-AIR REGISTER SHALL BE LOCATED HIGH ON WALLS OR IN CEILING. CEILING REGISTERS TO BE CURBED BLADE TYPE. 11. RETURN-AIR GRILLE SHALL HAVE A MIN. FACE DIMENSION OF 200SQ. INCHES/TON OF COOLING. RETURN DUCT SIZED TO MATCH AIR-FLOW. WEISS ARCHITECTURE 3 3 5 5 B E E C A V E R D S T U D I O # 3 0 3 A U S T I N T X 7 8 7 4 6 ( 5 1 2 ) 4 4 7 - 6 8 0 6 T E L W E I S S A R C . C O M 12. HVAC FILTER SHALL BE >4" PLEATED-MEDIA, OR ELECTRONIC (NOT ELECTROSTATIC), EASILY ACCESSED (HVAC SYSTEM DESIGNED FOR FILTER TYPE). 21 FEB 2022 13. MECHANICAL VENTILATION WITH DAMPER BRINGS OUTSIDE AIR INTO RETURN AIR PLENUM. 14. DUCTWORK SYSTEM IS MASKED/SEALED AT SUPPLIES AND RETURNS DURING CONSTRICTION. 15. THERMOSTAT TO BE PROGRAMMABLE. 16. INSTALL CARBON MONOXIDE DETECTOR IN HOME. 17. EXHAUST FANS FOR COOKTOP/STOVE AND ANY ROOMS W/ A TUB OR SHOWER SHALL BE VENTED TO THE EXTERIOR (DAYLIGHT). 18. GAS EQUIPMENT SHALL BE SEALED COMBUSTION. 1/A4.2 19. ENSURE THAT ALL GFCI OUTLETS INSTALLED IN BATHROOMS ARE INSTALLED AT COUNTER LEVEL AND DO NOT CONFLICT WITH WALL MOUNTED MIRRORS. WOOD SLAT CEILING TO ALIGN WITH WOOD SLAT SIDING OF FACADE. REFER TO EXTERIOR ELEVATIONS AND DETAIL X/AX.X. E C N E D I S E R A T S I V A T L A 4 0 7 8 7 S A X E T , N I T S U A , E U N E V A A T S V A T L A 6 0 4 1 I . 4 3 A / 1 LEGEND AND SCALE LIGHT FIXTURES SYMBOL DESCRIPTION SYMBOL DESCRIPTION CLG FAN W/ LIGHT KIT EXTERIOR FLOOD LIGHTS RECESSED LED DOWN LIGHT PENDANT LIGHT INTERIOR SCONCE EXTERIOR SCONCE CEILING MOUNTED LIGHT UNDER CABINET LIGHT form, This document, whether in hard copy or digital is copyrighted and an instrument of services in respect to the project for which it was proposed. This document is not intended or authorized for use by any party on any other project. Any reuse including copying and/or modifying this document, without written permission from Weiss for Architecture, specific is a violation of purpose Federal Copyright law. inc. intended the ELECTRICAL FIXTURES EXHAUST FAN W/ LIGHT KIT S SINGLE POLE SWITCH SMOKE / CM DETECTOR DIMMER SWITCH THREE WAY SWITCH ELECTRICAL PANEL GFCI DUPLEX RECEPTACLE 220V 220V RECEPTACLE DEDICATED OUTLET FOR APPLIANCE/ DISHWASHER/REFRIGERATOR DUPLEX RECEPTACLE GFCI DED/ DW/ REF T THERMOSTAT PUSH BUTTON SD D S 3D S P D PLUMBING FIXTURES GAS HOT/COLD WATER HB HOSE BIBB COLD WATER 2' 0' 4' 8' FULL SIZE SCALE : 1/4" = 1'-0" (HALF SIZE SCALE: 1 8" = 1'-0") NORTH N O I I T P R C S E D E T A D T E S T I M R E P 2 2 / 1 2 / 2 0 # . V E -R SHEET NAME 1ST FLOOR RCP & ELEC. PLAN SHEET NUMBER A2.1 TELEPHONE/DATA/ CABLE OUTLET- CAT 6 DOOR BELL JOB NO. DRAWN BY R2105 LL 1/A3.3 1 . 4 A / 1 1 . 4 A / 2 DASHED LINE OF PEAK ABOVE FAUX RIDGE BEAM FAUX RIDGE BEAM AS FLAT MOUNTING SURFACE FOR CEILING FAN. REFER TO INTERIOR ELEVATIONS. DASHED LINE OF RECESSED DRYER VENT BOX, MOUNTED 18" A.F.F. VERIFY FRAMING DIMENSIONS WITH BUILDER'S BOX SPEC. LINE OF ATTIC ACCESS HATCH. S 3 D 3 D S HVAC T S S S D D D SD OWNER'S LANDING 201 CLG HGT 10' - 0" SWITCH TO BELOW SWITCH TO ABOVE OPEN TO ABOVE 3 D 3 D S S S 1 R 1 S 3 D SD LAUNDRY 206 CLG HGT 9' - 0" S 1'-91 2" " 0 1 - ' 4 220V GFCI 36" BATH 2 207 CLG HGT 9' - 0" WP BEDROOM 1 208 CLG HGT VARIES S GFCI 36" SSS N E N L I C A V H GFCI 36" T HALL 205 CLG HGT 9' - 0" S 3D S D S D S D E P O L S E P O L S 2 1 : 9 2 1 9 : S D S D S D SD " 0 ' 9 ) T G H T L P ( V F " 8 ' 2 1 " 0 ' 9 ) T G H K A E P ( ) T G H T L P ( OWNER'S SUITE 202 CLG HGT 10' - 0" S S S S D D D OWNER'S BATH 203 CLG HGT 10' - 0" S S GFCI 36" 8 S H L V S 1 R 1S WP S OWNER'S CLOSET 204 CLG HGT 10' - 0" 2R2S GFCI 36" LIN E N DASHED LINE OF PEAK ABOVE FAUX RIDGE BEAM FAUX RIDGE BEAM AS FLAT MOUNTING SURFACE FOR CEILING FAN. REFER TO INTERIOR ELEVATIONS. LOFT 209 CLG HGT 9' - 0" 2R2S 2R2S S V L H S 8 S 1 R 1 S 1 R 1 S V L H S 8 S S S D S D S D SD BEDROOM 2 210 CLG HGT VARIES SLOPE 6.5:12 SLOPE 6.5:12 S GFCI WP BALCONY 211 9' 0" (PLT HGT) 12' 5" FV (PEAK HGT) 9' 0" (PLT HGT) HB " 4 4" . 2 3 A / 1 1/A4.2 SCALE:1 REFLECTED CEILING PLAN & ELECTRICAL PLAN : LVL 1.5 (OWNER'S SUITE LEVEL) & LVL 2.0 (LOFT LEVEL) 1/4" = 1'-0" 1/A3.1 1 . 4 A / 1 1 . 4 A / 2 1'-0" " 4 12. HVAC FILTER SHALL BE >4" PLEATED-MEDIA, OR ELECTRONIC (NOT ELECTROSTATIC), EASILY ACCESSED (HVAC SYSTEM DESIGNED FOR FILTER TYPE). 21 FEB 2022 SHEET NOTES 1. 2. 3. 7. 8. THE ELECTRICAL AND LIGHTING PLANS ARE FOR REPRESENTATIONAL PURPOSES. COORDINATE WITH MEP PLANS AND/OR SUB CONTRACTORS. PROVIDE ELECTRICAL FOR ALL MECHANICAL UNITS THROUGHOUT HOUSE. COORDINATE WITH HVAC AND PLUMBING CONTRACTORS. PROVIDE SMOKE DETECTORS IN ALL BEDROOM AREAS, HALLS, AND KITCHEN AREAS. 4. VENT ALL EXHAUST FANS TO THE OUTSIDE. COORDINATE LOCATION W/ ARCHITECT PRIOR TO INSTALLATION. 5. PROVIDE LOW VOLTAGE CIRCUIT AT ENTRIES FOR ALARM SYSTEMS. 6. VERIFY TV OUTLET MOUNTING HEIGHTS (FOR FLAT SCREEN TV'S) WITH OWNER PRIOR TO/DURING CONSTRUCTION. THERMOSTATS TO BE LOCATED BY OWNER. COORDINATE WITH HVAC CONTRACTOR. PROVIDE DOORBELL. VERIFY LOCATION OF CHIMES AND MODEL WITH OWNER. 9. PROVIDE LIGHT KITS ON GARAGE DOOR OPENER. 10. SUPPLY-AIR REGISTER SHALL BE LOCATED HIGH ON WALLS OR IN CEILING. CEILING REGISTERS TO BE CURBED BLADE TYPE. 11. RETURN-AIR GRILLE SHALL HAVE A MIN. FACE DIMENSION OF 200SQ. INCHES/TON OF COOLING. RETURN DUCT SIZED TO MATCH AIR-FLOW. WEISS ARCHITECTURE 3 3 5 5 B E E C A V E R D S T U D I O # 3 0 3 A U S T I N T X 7 8 7 4 6 ( 5 1 2 ) 4 4 7 - 6 8 0 6 T E L W E I S S A R C . C O M 13. MECHANICAL VENTILATION WITH DAMPER BRINGS OUTSIDE AIR INTO RETURN AIR PLENUM. 14. DUCTWORK SYSTEM IS MASKED/SEALED AT SUPPLIES AND RETURNS DURING CONSTRICTION. 15. THERMOSTAT TO BE PROGRAMMABLE. 16. INSTALL CARBON MONOXIDE DETECTOR IN HOME. 17. EXHAUST FANS FOR COOKTOP/STOVE AND ANY ROOMS W/ A TUB OR SHOWER SHALL BE VENTED TO THE EXTERIOR (DAYLIGHT). 18. GAS EQUIPMENT SHALL BE SEALED COMBUSTION. 1/A4.2 19. ENSURE THAT ALL GFCI OUTLETS INSTALLED IN BATHROOMS ARE INSTALLED AT COUNTER LEVEL AND DO NOT CONFLICT WITH WALL MOUNTED MIRRORS. E C N E D I S E R A T S I V A T L A 4 0 7 8 7 S A X E T , N I T S U A , E U N E V A A T S V A T L A 6 0 4 1 I . 4 3 A / 1 LEGEND AND SCALE LIGHT FIXTURES SYMBOL DESCRIPTION SYMBOL DESCRIPTION CLG FAN W/ LIGHT KIT EXTERIOR FLOOD LIGHTS RECESSED LED DOWN LIGHT PENDANT LIGHT INTERIOR SCONCE EXTERIOR SCONCE CEILING MOUNTED LIGHT UNDER CABINET LIGHT form, This document, whether in hard copy or digital is copyrighted and an instrument of services in respect to the project for which it was proposed. This document is not intended or authorized for use by any party on any other project. Any reuse including copying and/or modifying this document, without written permission from Weiss for Architecture, specific is a violation of purpose Federal Copyright law. inc. intended the ELECTRICAL FIXTURES EXHAUST FAN W/ LIGHT KIT S SINGLE POLE SWITCH SMOKE / CM DETECTOR DIMMER SWITCH THREE WAY SWITCH ELECTRICAL PANEL GFCI DUPLEX RECEPTACLE 220V 220V RECEPTACLE DEDICATED OUTLET FOR APPLIANCE/ DISHWASHER/REFRIGERATOR DUPLEX RECEPTACLE GFCI DED/ DW/ REF T THERMOSTAT PUSH BUTTON SD D S 3D S P D PLUMBING FIXTURES GAS HOT/COLD WATER HB HOSE BIBB COLD WATER 2' 0' 4' 8' FULL SIZE SCALE : 1/4" = 1'-0" (HALF SIZE SCALE: 1 8" = 1'-0") NORTH N O I I T P R C S E D E T A D T E S T I M R E P 2 2 / 1 2 / 2 0 # . V E -R SHEET NAME 2ND FLOOR RCP & ELEC. PLAN SHEET NUMBER A2.2 TELEPHONE/DATA/ CABLE OUTLET- CAT 6 DOOR BELL JOB NO. DRAWN BY R2105 LL 1/A3.3 1 . 4 A / 1 1 . 4 A / 2 SWITCH TO BELOW GFCI S 3D S OPEN TO BELOW B H P W " 6 9 I C F G X/ A X.X G F CI 9 6" W P G F CI 9 6" W P G 9 F 6" W CI P G 9 F 6" W CI P 1/A4.2 SCALE:1 REFLECTED CEILING PLAN & ELECTRICAL PLAN : LVL 2.5 (TERRACE LEVEL) 1/4" = 1'-0" 1/A3.1 1 . 4 A / 1 1 . 4 A / 2 SHEET NOTES 1. 2. 3. 7. 8. THE ELECTRICAL AND LIGHTING PLANS ARE FOR REPRESENTATIONAL PURPOSES. COORDINATE WITH MEP PLANS AND/OR SUB CONTRACTORS. PROVIDE ELECTRICAL FOR ALL MECHANICAL UNITS THROUGHOUT HOUSE. COORDINATE WITH HVAC AND PLUMBING CONTRACTORS. PROVIDE SMOKE DETECTORS IN ALL BEDROOM AREAS, HALLS, AND KITCHEN AREAS. 4. VENT ALL EXHAUST FANS TO THE OUTSIDE. COORDINATE LOCATION W/ ARCHITECT PRIOR TO INSTALLATION. 5. PROVIDE LOW VOLTAGE CIRCUIT AT ENTRIES FOR ALARM SYSTEMS. 6. VERIFY TV OUTLET MOUNTING HEIGHTS (FOR FLAT SCREEN TV'S) WITH OWNER PRIOR TO/DURING CONSTRUCTION. THERMOSTATS TO BE LOCATED BY OWNER. COORDINATE WITH HVAC CONTRACTOR. PROVIDE DOORBELL. VERIFY LOCATION OF CHIMES AND MODEL WITH OWNER. 9. PROVIDE LIGHT KITS ON GARAGE DOOR OPENER. 10. SUPPLY-AIR REGISTER SHALL BE LOCATED HIGH ON WALLS OR IN CEILING. CEILING REGISTERS TO BE CURBED BLADE TYPE. 11. RETURN-AIR GRILLE SHALL HAVE A MIN. FACE DIMENSION OF 200SQ. INCHES/TON OF COOLING. RETURN DUCT SIZED TO MATCH AIR-FLOW. WEISS ARCHITECTURE 3 3 5 5 B E E C A V E R D S T U D I O # 3 0 3 A U S T I N T X 7 8 7 4 6 ( 5 1 2 ) 4 4 7 - 6 8 0 6 T E L W E I S S A R C . C O M 12. HVAC FILTER SHALL BE >4" PLEATED-MEDIA, OR ELECTRONIC (NOT ELECTROSTATIC), EASILY ACCESSED (HVAC SYSTEM DESIGNED FOR FILTER TYPE). 21 FEB 2022 13. MECHANICAL VENTILATION WITH DAMPER BRINGS OUTSIDE AIR INTO RETURN AIR PLENUM. 14. DUCTWORK SYSTEM IS MASKED/SEALED AT SUPPLIES AND RETURNS DURING CONSTRICTION. 15. THERMOSTAT TO BE PROGRAMMABLE. 16. INSTALL CARBON MONOXIDE DETECTOR IN HOME. 17. EXHAUST FANS FOR COOKTOP/STOVE AND ANY ROOMS W/ A TUB OR SHOWER SHALL BE VENTED TO THE EXTERIOR (DAYLIGHT). 18. GAS EQUIPMENT SHALL BE SEALED COMBUSTION. 1/A4.2 19. ENSURE THAT ALL GFCI OUTLETS INSTALLED IN BATHROOMS ARE INSTALLED AT COUNTER LEVEL AND DO NOT CONFLICT WITH WALL MOUNTED MIRRORS. E C N E D I S E R A T S I V A T L A 4 0 7 8 7 S A X E T , N I T S U A , E U N E V A A T S V A T L A 6 0 4 1 I CLG FAN W/ LIGHT KIT EXTERIOR FLOOD LIGHTS RECESSED LED DOWN LIGHT PENDANT LIGHT INTERIOR SCONCE EXTERIOR SCONCE CEILING MOUNTED LIGHT UNDER CABINET LIGHT form, This document, whether in hard copy or digital is copyrighted and an instrument of services in respect to the project for which it was proposed. This document is not intended or authorized for use by any party on any other project. Any reuse including copying and/or modifying this document, without written permission from Weiss for Architecture, specific is a violation of purpose Federal Copyright law. inc. intended the ELECTRICAL FIXTURES EXHAUST FAN W/ LIGHT KIT S SINGLE POLE SWITCH SMOKE / CM DETECTOR DIMMER SWITCH THREE WAY SWITCH ELECTRICAL PANEL GFCI DUPLEX RECEPTACLE 220V 220V RECEPTACLE DEDICATED OUTLET FOR APPLIANCE/ DISHWASHER/REFRIGERATOR DUPLEX RECEPTACLE GFCI DED/ DW/ REF T THERMOSTAT PUSH BUTTON SD D S 3D S P D PLUMBING FIXTURES GAS HOT/COLD WATER HB HOSE BIBB COLD WATER 2' 0' 4' 8' FULL SIZE SCALE : 1/4" = 1'-0" (HALF SIZE SCALE: 1 8" = 1'-0") NORTH N O I I T P R C S E D E T A D T E S T I M R E P 2 2 / 1 2 / 2 0 # . V E -R SHEET NAME TERRACE LEVEL RCP & ELEC. PLAN SHEET NUMBER A2.3 TELEPHONE/DATA/ CABLE OUTLET- CAT 6 DOOR BELL JOB NO. DRAWN BY R2105 LL . 2 3 A / 1 G F CI 9 6" W P . 5 3 A / 1 . 4 3 A / 1 LEGEND AND SCALE LIGHT FIXTURES SYMBOL DESCRIPTION SYMBOL DESCRIPTION 40' SUBCHAPTER F INTERVAL 1 21 FEB 2022 SHEET NOTES 1. REFER TO G1.0 FOR CODE COMPLIANCE. REFER TO G2.0 FOR GENERAL NOTES. REFER TO XXX FOR EXTERIOR ASSEMBLY NOTES AND SPECIFICATIONS. REFER TO XXX FOR DOOR AND WINDOW TYPES & SCHEDULE 2. 3. 4. 3. CONTRACTOR SHALL PROVIDE GUTTER AND DOWNSPOUT SYSTEM TO POSITIVELY DRAIN ROOF AWAY FROM BUILDING AND INTO LANDSCAPE BEDS. 4. WINDOW HEADER HEIGHTS ARE AS FOLLOWS: 4.1. 4.2. 4.3. 8'0" AFF AT 10'0" PLATE HEIGHTS 8'0" AFF AT 9'0" PLATE HEIGHTS 7'0" AFF AT 8'0" PLATE HEIGHTS 5. ALL WINDOWS LOCATED WITHIN 24" OF AN EXTERIOR OR INTERIOR DOOR SHALL RECEIVE TEMPERED SAFETY GLASS PER IRC 2018. WINDOW MANUFACTURER AND CONTRACTOR SHALL VERIFY ALL TEMPERED GLASS LOCATIONS PER APPLICABLE CODES. 6. WINDOW MANUFACTURER AND CONTRACTOR SHALL VERIFY ALL EGRESS WINDOWS ARE INSTALLED PER APPLICABLE CODE REQUIREMENTS. 7. ALL WINDOWS SHALL HAVE U-FACTOR 0.40 OR LESS PER CITY OF AUSTIN CODE AMENDMENT. 8. ALL WINDOWS SHALL BE ALUMINUM CLAD AND FACTORY MULLED WHEN POSSIBLE. 9. EXPOSED FOUNDATION SHALL BE MIN. 8". UNDERPIN ALL EXPOSED FOUNDATIONS. 10. GRADE LINES SHOWN ON ELEVATION DRAWINGS SHALL NOT BE CONSTRUED TO REPRESENT ACTUAL FINISH GRADES. VERIFY FINISH GRADE ON JOB SITE AND NOTIFY ARCHITECT OF ANY SIGNIFICANT DISCREPANCIES PRIOR TO STARTING WORK. 11. ACTUAL ELEVATIONS TO VARY PER GRADE OF EXISTING LOT. 12. ALL PLUMBING, APPLIANCE, AND GAS VENTS TO BE GANGED TO THE LEAST POSSIBLE NUMBER OF ROOF PENETRATIONS AND KEPT TO REAR OF ROOF WHENEVER POSSIBLE. 13. CONTRACTOR SHALL INSTALL ALL PRODUCTS AND ASSEMBLIES PER MANUFACTURER'S RECOMMENDED INSTALLATION. 14. ALL EXTERIOR SYSTEMS SHALL BE INSTALLED TO ASSURE ADEQUATE DRAINAGE IS PROVIDED. 15. TEMP GLZ = PROVIDE TEMPERED SAFETY GLASS AT ALL REQUIRED LOCATIONS AS REQUIRED BY CODE. WEISS ARCHITECTURE 3 3 5 5 B E E C A V E R D S T U D I O # 3 0 3 A U S T I N T X 7 8 7 4 6 ( 5 1 2 ) 4 4 7 - 6 8 0 6 T E L W E I S S A R C . C O M E C N E D I S E R A T S I V A T L A 4 0 7 8 7 S A X E T , N I T S U A , E U N E V A A T S V A T L A 6 0 4 1 I This document, whether in hard copy or digital form, is copyrighted and an instrument of services in respect to the project for which it was proposed. This document is not intended or authorized for use by any party on any other project. Any reuse including copying and/or modifying this document, without written permission from Weiss for Architecture, specific is a violation of purpose Federal Copyright law. inc. intended the N O I I T P R C S E D E T A D T E S T I M R E P 2 2 / 1 2 / 2 0 # . V E -R JOB NO. DRAWN BY R2105 LL SHEET NAME EXTERIOR ELEVATIONS SHEET NUMBER A3.1 I E N L G N D L U B I I 21'-7" (30-FOOT MAX. ALLOWABLE) SUBCHAPTER F - SIDE-GABLED ROOF 17'-7" 4'-0" 12 6.5 12 6.5 J C J C 4'-0" TEMP GLZ TEMP GLZ CJ " 6 - ' 5 2 " 6 - ' 8 " 6 - ' 8 " 6 - ' 8 CJ J C TEMP GLZ TEMP GLZ TEMP GLZ TEMP GLZ CJ J C MAX ALLOWABLE BUILDING HEIGHT 561' 11" (133' 9" F.F.) LVL 2.5 : PLATE HEIGHT (TERRACE LEVEL) 130' 5" " 0 - ' 8 LVL 2 : PLATE HEIGHT (LOFT LEVEL) 125' 6-1/2" " 2 1 8 - ' 1 " 0 - ' 9 LVL 2.5 : FINISH FLOOR (TERRACE LEVEL) 122' 5" LVL 1.5 : PLATE HEIGHT (OWNER'S SUITE LEVEL) 120' 8-1/2" " 0 - ' 0 1 " 2 1 8 - ' 1 LVL 2 : FINISH FLOOR (LOFT LEVEL) 116' 6-1/2" LVL 1 : PLATE HEIGHT (KITCHEN/LIVING LEVEL) 114' 10" " 2 1 8 - ' 1 " 0 - ' 0 1 LVL 1.5 : FINISH FLOOR (OWNER'S SUITE LEVEL) 110' 8-1/2" LVL 0.5 : PLATE HEIGHT (CARPORT LEVEL) 109' 0" I T H G E H G N D L U B X A M I I " 0 - ' 1 3 ) E L B A G T S E H G H F O I T G H G V A ( " 0 - ' 9 LVL 1 : FINISH FLOOR (KITCHEN/LIVING LEVEL) 104' 10" AVG. GRADE 529' 11" (100' 9" F.F.) LVL 0.5 : FINISH FLOOR (CARPORT LEVEL) 100' 0" VERTICAL WOOD SLAT GUARDRAIL 3-COAT STUCCO WALL ASSEMBLY EXTERIOR SCONCE, TYP. REFER TO A2 SHEET SERIES DOWNSPOUT CANTILEVERING WOOD DECK. NO PART OF DECK STRUCTURE SHALL TOUCH QUARTER CRZ AND HALF CRZ OF HERITAGE TREE #3210. REFER TO TREE PROTECTION SHEETS AS2.1 AND AS2.2. LEGEND AND SCALE 2' 0' 4' 8' FULL SIZE SCALE : 1/4" = 1'-0" (HALF SIZE SCALE: 1 8" = 1'-0") 4" HOLLOW METAL STEEL POLE WITH GFCI POWER FOR STRING LIGHTS VERTICAL WOOD SLAT GUARDRAIL 3-COAT STUCCO WALL ASSEMBLY 40' SUBCHAPTER F INTERVAL 3 (PARTIAL) FIBER CEMENT FASCIA BOARD. COORDINATE SIZE WITH STRUCTURAL ROOF SPECIFICATIONS DOULBE LOCK STANDING SEAM METAL ROOF 3-COAT STUCCO WALL ASSEMBLY HORIZONTAL FIBER CEMENT SIDING WALL ASSEMBLY 40' SUBCHAPTER F INTERVAL 2 EGRESS WINDOW J C TEMP GLZ V F " 0 - ' 1 7 GAUGE STEEL PLATE EDGING BOLTED TO CARPORT SLAB. VERIFY HEIGHT OF PLATE WITH GRADE REQUIREMENTS. HORIZONTAL FIBER CEMENT SIDING WALL ASSEMBLY ANGLED STEEL COLUMNS. REFER TO STRUCTURAL. I E N L K C A B T E S R A E R T F 0 1 SCALE:1 SOUTH EXTERIOR ELEVATION 1/4" = 1'-0" DOULBE LOCK STANDING SEAM METAL ROOF VERTICAL WOOD SLAT GUARDRAIL 3-COAT STUCCO WALL ASSEMBLY HORIZONTAL FIBER CEMENT SIDING WALL ASSEMBLY EXTERIOR SCONCE, TYP. REFER TO A2 SHEET SERIES DORMER EXCEPTION SUBCHAPTER F SEC. 2.6.E.3.B.ii RAIN GUTTER 4" HOLLOW METAL STEEL POLE WITH GFCI POWER FOR STRING LIGHTS 45° " 0 - ' 5 1 " 0 - ' 5 1 I E N L Y T R E P O R P " 0 - ' 5 1 I E N L K C A B T E S T F 5 4 0' S U B . F I 4 0' S N T E R V U B . F I A L 1 N T E R V A L 2 4 0' S U B . F I N T E R V A L 3 ( P A R TI A L ) TEMP GLZ J C EGRESS WINDOW ANGLED STEEL COLUMNS. REFER TO STRUCTURAL. HORIZONTAL FIBER CEMENT SIDING WALL ASSEMBLY DOWNSPOUT SUBCHAPTER F INTERVAL 1 - HIGH PT 535' 2" SUBCHAPTER F INTERVAL 2 - HIGH PT 532' 4" SUBCHAPTER F INTERVAL 3 - HIGH PT 526' 8" SCALE:1 WEST EXTERIOR ELEVATION 1/4" = 1'-0" MAX ALLOWABLE BUILDING HEIGHT 561' 11" (133' 9" F.F.) LVL 2.5 : PLATE HEIGHT (TERRACE LEVEL) 130' 5" " 0 - ' 8 LVL 2 : PLATE HEIGHT (LOFT LEVEL) 125' 6-1/2" " 2 1 8 - ' 1 " 0 - ' 9 LVL 2.5 : FINISH FLOOR (TERRACE LEVEL) 122' 5" LVL 1.5 : PLATE HEIGHT (OWNER'S SUITE LEVEL) 120' 8-1/2" " 0 - ' 0 1 " 2 1 8 - ' 1 LVL 2 : FINISH FLOOR (LOFT LEVEL) 116' 6-1/2" LVL 1 : PLATE HEIGHT (KITCHEN/LIVING LEVEL) 114' 10" " 2 1 8 - ' 1 " 0 - ' 0 1 LVL 1.5 : FINISH FLOOR (OWNER'S SUITE LEVEL) 110' 8-1/2" LVL 0.5 : PLATE HEIGHT (CARPORT LEVEL) 109' 0" I T H G E H G N D L U B X A M I I " 0 - ' 1 3 ) E L B A G T S E H G H F O I T G H G V A ( " 0 - ' 9 LVL 1 : FINISH FLOOR (KITCHEN/LIVING LEVEL) 104' 10" AVG. GRADE 529' 11" (100' 9" F.F.) LVL 0.5 : FINISH FLOOR (CARPORT LEVEL) 100' 0" I E N L K C A B T E S T F 5 I E N L Y T R E P O R P SHEET NOTES 1. REFER TO G1.0 FOR CODE COMPLIANCE. REFER TO G2.0 FOR GENERAL NOTES. REFER TO XXX FOR EXTERIOR ASSEMBLY NOTES AND SPECIFICATIONS. REFER TO XXX FOR DOOR AND WINDOW TYPES & SCHEDULE 2. 3. 4. 3. CONTRACTOR SHALL PROVIDE GUTTER AND DOWNSPOUT SYSTEM TO POSITIVELY DRAIN ROOF AWAY FROM BUILDING AND INTO LANDSCAPE BEDS. 4. WINDOW HEADER HEIGHTS ARE AS FOLLOWS: 4.1. 4.2. 4.3. 8'0" AFF AT 10'0" PLATE HEIGHTS 8'0" AFF AT 9'0" PLATE HEIGHTS 7'0" AFF AT 8'0" PLATE HEIGHTS 5. ALL WINDOWS LOCATED WITHIN 24" OF AN EXTERIOR OR INTERIOR DOOR SHALL RECEIVE TEMPERED SAFETY GLASS PER IRC 2018. WINDOW MANUFACTURER AND CONTRACTOR SHALL VERIFY ALL TEMPERED GLASS LOCATIONS PER APPLICABLE CODES. 6. WINDOW MANUFACTURER AND CONTRACTOR SHALL VERIFY ALL EGRESS WINDOWS ARE INSTALLED PER APPLICABLE CODE REQUIREMENTS. 7. ALL WINDOWS SHALL HAVE U-FACTOR 0.40 OR LESS PER CITY OF AUSTIN CODE AMENDMENT. 8. ALL WINDOWS SHALL BE ALUMINUM CLAD AND FACTORY MULLED WHEN POSSIBLE. 9. EXPOSED FOUNDATION SHALL BE MIN. 8". UNDERPIN ALL EXPOSED FOUNDATIONS. 10. GRADE LINES SHOWN ON ELEVATION DRAWINGS SHALL NOT BE CONSTRUED TO REPRESENT ACTUAL FINISH GRADES. VERIFY FINISH GRADE ON JOB SITE AND NOTIFY ARCHITECT OF ANY SIGNIFICANT DISCREPANCIES PRIOR TO STARTING WORK. 11. ACTUAL ELEVATIONS TO VARY PER GRADE OF EXISTING LOT. 12. ALL PLUMBING, APPLIANCE, AND GAS VENTS TO BE GANGED TO THE LEAST POSSIBLE NUMBER OF ROOF PENETRATIONS AND KEPT TO REAR OF ROOF WHENEVER POSSIBLE. 13. CONTRACTOR SHALL INSTALL ALL PRODUCTS AND ASSEMBLIES PER MANUFACTURER'S RECOMMENDED INSTALLATION. 14. ALL EXTERIOR SYSTEMS SHALL BE INSTALLED TO ASSURE ADEQUATE DRAINAGE IS PROVIDED. 15. TEMP GLZ = PROVIDE TEMPERED SAFETY GLASS AT ALL REQUIRED LOCATIONS AS REQUIRED BY CODE. LEGEND AND SCALE 2' 0' 4' 8' FULL SIZE SCALE : 1/4" = 1'-0" (HALF SIZE SCALE: 1 8" = 1'-0") WEISS ARCHITECTURE 3 3 5 5 B E E C A V E R D S T U D I O # 3 0 3 A U S T I N T X 7 8 7 4 6 ( 5 1 2 ) 4 4 7 - 6 8 0 6 T E L W E I S S A R C . C O M 21 FEB 2022 E C N E D I S E R A T S I V A T L A 4 0 7 8 7 S A X E T , N I T S U A , E U N E V A A T S V A T L A 6 0 4 1 I This document, whether in hard copy or digital form, is copyrighted and an instrument of services in respect to the project for which it was proposed. This document is not intended or authorized for use by any party on any other project. Any reuse including copying and/or modifying this document, without written permission from Weiss for Architecture, specific is a violation of purpose Federal Copyright law. inc. intended the N O I I T P R C S E D E T A D T E S T I M R E P 2 2 / 1 2 / 2 0 # . V E -R JOB NO. DRAWN BY R2105 LL SHEET NAME EXTERIOR ELEVATIONS SHEET NUMBER A3.2 40' SUBCHAPTER F INTERVAL 1 I E N L G N D L U B I I VERTICAL WOOD SLAT GUARDRAIL EGRESS WINDOW DOULBE LOCK STANDING SEAM METAL ROOF VERTICAL WOOD SLAT SIDING WALL ASSEMBLY 3-COAT STUCCO WALL ASSEMBLY RAIN GUTTER 40' SUBCHAPTER F INTERVAL 2 HORIZONTAL FIBER CEMENT SIDING WALL ASSEMBLY VERTICAL WOOD SLAT GUARDRAIL 4" HOLLOW METAL STEEL POLE WITH GFCI POWER FOR STRING LIGHTS SUBCHAPTER F - PROJECTION 13'-61 4" (OVERALL WIDTH) 4'-81 2" 8'-93 4" RAIN GUTTER 40' SUBCHAPTER F INTERVAL 3 (PARTIAL) Y T R E P O R P R A E R E N L I 4'-0" TEMP GLZ TEMP GLZ " 6 - ' 8 " 6 - ' 5 2 " 6 - ' 8 " 6 - ' 8 CJ J C TEMP GLZ TEMP GLZ J C 3-COAT STUCCO WALL ASSEMBLY EXTERIOR SCONCE, TYP. REFER TO A2 SHEET SERIES DOWNSPOUT SCALE:1 NORTH EXTERIOR ELEVATION 1/4" = 1'-0" DOWNSPOUT HORIZONTAL FIBER CEMENT SIDING WALL ASSEMBLY LEGEND AND SCALE 2' 0' 4' 8' FULL SIZE SCALE : 1/4" = 1'-0" (HALF SIZE SCALE: 1 8" = 1'-0") SHEET NOTES 1. REFER TO G1.0 FOR CODE COMPLIANCE. REFER TO G2.0 FOR GENERAL NOTES. REFER TO XXX FOR EXTERIOR ASSEMBLY NOTES AND SPECIFICATIONS. REFER TO XXX FOR DOOR AND WINDOW TYPES & SCHEDULE 2. 3. 4. 3. CONTRACTOR SHALL PROVIDE GUTTER AND DOWNSPOUT SYSTEM TO POSITIVELY DRAIN ROOF AWAY FROM BUILDING AND INTO LANDSCAPE BEDS. 4. WINDOW HEADER HEIGHTS ARE AS FOLLOWS: 4.1. 4.2. 4.3. 8'0" AFF AT 10'0" PLATE HEIGHTS 8'0" AFF AT 9'0" PLATE HEIGHTS 7'0" AFF AT 8'0" PLATE HEIGHTS 5. ALL WINDOWS LOCATED WITHIN 24" OF AN EXTERIOR OR INTERIOR DOOR SHALL RECEIVE TEMPERED SAFETY GLASS PER IRC 2018. WINDOW MANUFACTURER AND CONTRACTOR SHALL VERIFY ALL TEMPERED GLASS LOCATIONS PER APPLICABLE CODES. 6. WINDOW MANUFACTURER AND CONTRACTOR SHALL VERIFY ALL EGRESS WINDOWS ARE INSTALLED PER APPLICABLE CODE REQUIREMENTS. 7. ALL WINDOWS SHALL HAVE U-FACTOR 0.40 OR LESS PER CITY OF AUSTIN CODE AMENDMENT. 8. ALL WINDOWS SHALL BE ALUMINUM CLAD AND FACTORY MULLED WHEN POSSIBLE. 9. EXPOSED FOUNDATION SHALL BE MIN. 8". UNDERPIN ALL EXPOSED FOUNDATIONS. 10. GRADE LINES SHOWN ON ELEVATION DRAWINGS SHALL NOT BE CONSTRUED TO REPRESENT ACTUAL FINISH GRADES. VERIFY FINISH GRADE ON JOB SITE AND NOTIFY ARCHITECT OF ANY SIGNIFICANT DISCREPANCIES PRIOR TO STARTING WORK. 11. ACTUAL ELEVATIONS TO VARY PER GRADE OF EXISTING LOT. 12. ALL PLUMBING, APPLIANCE, AND GAS VENTS TO BE GANGED TO THE LEAST POSSIBLE NUMBER OF ROOF PENETRATIONS AND KEPT TO REAR OF ROOF WHENEVER POSSIBLE. MAX ALLOWABLE BUILDING HEIGHT 561' 11" (133' 9" F.F.) 13. CONTRACTOR SHALL INSTALL ALL PRODUCTS AND ASSEMBLIES PER MANUFACTURER'S RECOMMENDED INSTALLATION. LVL 2.5 : PLATE HEIGHT (TERRACE LEVEL) 130' 5" 14. ALL EXTERIOR SYSTEMS SHALL BE INSTALLED TO ASSURE ADEQUATE DRAINAGE IS PROVIDED. 15. TEMP GLZ = PROVIDE TEMPERED SAFETY GLASS AT ALL REQUIRED LOCATIONS AS REQUIRED BY CODE. " 0 - ' 8 LVL 2 : PLATE HEIGHT (LOFT LEVEL) 125' 6-1/2" " 2 1 8 - ' 1 " 0 - ' 9 LVL 2.5 : FINISH FLOOR (TERRACE LEVEL) 122' 5" LVL 1.5 : PLATE HEIGHT (OWNER'S SUITE LEVEL) 120' 8-1/2" " 0 - ' 0 1 " 2 1 8 - ' 1 LVL 2 : FINISH FLOOR (LOFT LEVEL) 116' 6-1/2" LVL 1 : PLATE HEIGHT (KITCHEN/LIVING LEVEL) 114' 10" " 2 1 8 - ' 1 " 0 - ' 0 1 LVL 1.5 : FINISH FLOOR (OWNER'S SUITE LEVEL) 110' 8-1/2" LVL 0.5 : PLATE HEIGHT (CARPORT LEVEL) 109' 0" I T H G E H G N D L U B X A M I I " 0 - ' 1 3 ) E L B A G T S E H G H F O I T G H G V A ( " 0 - ' 9 LVL 1 : FINISH FLOOR (KITCHEN/LIVING LEVEL) 104' 10" AVG. GRADE 529' 11" (100' 9" F.F.) LVL 0.5 : FINISH FLOOR (CARPORT LEVEL) 100' 0" I E N L K C A B T E S R A E R T F 0 1 WEISS ARCHITECTURE 3 3 5 5 B E E C A V E R D S T U D I O # 3 0 3 A U S T I N T X 7 8 7 4 6 ( 5 1 2 ) 4 4 7 - 6 8 0 6 T E L W E I S S A R C . C O M 21 FEB 2022 E C N E D I S E R A T S I V A T L A 4 0 7 8 7 S A X E T , N I T S U A , E U N E V A A T S V A T L A 6 0 4 1 I form, This document, whether in hard copy or digital is copyrighted and an instrument of services in respect to the project for which it was proposed. This document is not intended or authorized for use by any party on any other project. Any reuse including copying and/or modifying this document, without written permission from Weiss for Architecture, specific is a violation of purpose Federal Copyright law. inc. intended the N O I I T P R C S E D E T A D T E S T I M R E P 2 2 / 1 2 / 2 0 # . V E -R JOB NO. DRAWN BY R2105 LL SHEET NAME EXTERIOR ELEVATIONS SHEET NUMBER A3.3 40' SU B. F IN TER V A L 1 40' SU B. F IN TER V A L 2 40' SU B. F IN TER V A L 3 (P A RTIA L) MAX ALLOWABLE BLDG HGT VERTICAL WOOD SLAT SIDING WALL ASSEMBLY RAIN GUTTER RAIN GUTTER 12 9 DOULBE LOCK STANDING SEAM METAL ROOF VERTICAL WOOD SLAT GUARDRAIL EXTERIOR SCONCE, TYP. REFER TO A2 SHEET SERIES 30-FOOT SIDE-GABLED ROOF EXEMPTION PER SUBCHAPTER F SEC. 2.6.E.3.A 45° TEMP GLZ TEMP GLZ CJ CJ " 0 - ' 5 1 " 0 - ' 5 1 I E N L Y T R E P O R P " 0 - ' 5 1 I E N L K C A B T E S T F 5 TEMP GLZ TEMP GLZ TEMP GLZ I E N L K C A B T E S T F 5 I E N L Y T R E P O R P MAX ALLOWABLE BUILDING HEIGHT 561' 11" (133' 9" F.F.) LVL 2.5 : PLATE HEIGHT (TERRACE LEVEL) 130' 5" " 0 - ' 8 LVL 2 : PLATE HEIGHT (LOFT LEVEL) 125' 6-1/2" " 2 1 8 - ' 1 " 0 - ' 9 LVL 2.5 : FINISH FLOOR (TERRACE LEVEL) 122' 5" LVL 1.5 : PLATE HEIGHT (OWNER'S SUITE LEVEL) 120' 8-1/2" " 0 - ' 0 1 " 2 1 8 - ' 1 LVL 2 : FINISH FLOOR (LOFT LEVEL) 116' 6-1/2" LVL 1 : PLATE HEIGHT (KITCHEN/LIVING LEVEL) 114' 10" " 2 1 8 - ' 1 " 0 - ' 0 1 LVL 1.5 : FINISH FLOOR (OWNER'S SUITE LEVEL) 110' 8-1/2" LVL 0.5 : PLATE HEIGHT (CARPORT LEVEL) 109' 0" I T H G E H G N D L U B X A M I I " 0 - ' 1 3 ) E L B A G T S E H G H F O I T G H G V A ( " 0 - ' 9 LVL 1 : FINISH FLOOR (KITCHEN/LIVING LEVEL) 104' 10" AVG. GRADE 529' 11" (100' 9" F.F.) LVL 0.5 : FINISH FLOOR (CARPORT LEVEL) 100' 0" SUBCHAPTER F INTERVAL 1 - HIGH PT 535' 2" SUBCHAPTER F INTERVAL 2 - HIGH PT 532' 4" SUBCHAPTER F INTERVAL 3 - HIGH PT 526' 8" DOWNSPOUT 3-COAT STUCCO WALL ASSEMBLY VERTICAL WOOD SLAT SIDING WALL ASSEMBLY 3-COAT STUCCO WALL ASSEMBLY SCALE:1 EAST EXTERIOR ELEVATION 1/4" = 1'-0" 3-COAT STUCCO WALL ASSEMBLY LEGEND AND SCALE 2' 0' 4' 8' FULL SIZE SCALE : 1/4" = 1'-0" (HALF SIZE SCALE: 1 8" = 1'-0") SHEET NOTES 1. REFER TO G1.0 FOR CODE COMPLIANCE. REFER TO G2.0 FOR GENERAL NOTES. REFER TO XXX FOR EXTERIOR ASSEMBLY NOTES AND SPECIFICATIONS. REFER TO XXX FOR DOOR AND WINDOW TYPES & SCHEDULE 2. 3. 4. 3. CONTRACTOR SHALL PROVIDE GUTTER AND DOWNSPOUT SYSTEM TO POSITIVELY DRAIN ROOF AWAY FROM BUILDING AND INTO LANDSCAPE BEDS. 4. WINDOW HEADER HEIGHTS ARE AS FOLLOWS: 4.1. 4.2. 4.3. 8'0" AFF AT 10'0" PLATE HEIGHTS 8'0" AFF AT 9'0" PLATE HEIGHTS 7'0" AFF AT 8'0" PLATE HEIGHTS 5. ALL WINDOWS LOCATED WITHIN 24" OF AN EXTERIOR OR INTERIOR DOOR SHALL RECEIVE TEMPERED SAFETY GLASS PER IRC 2018. WINDOW MANUFACTURER AND CONTRACTOR SHALL VERIFY ALL TEMPERED GLASS LOCATIONS PER APPLICABLE CODES. 6. WINDOW MANUFACTURER AND CONTRACTOR SHALL VERIFY ALL EGRESS WINDOWS ARE INSTALLED PER APPLICABLE CODE REQUIREMENTS. 7. ALL WINDOWS SHALL HAVE U-FACTOR 0.40 OR LESS PER CITY OF AUSTIN CODE AMENDMENT. 8. ALL WINDOWS SHALL BE ALUMINUM CLAD AND FACTORY MULLED WHEN POSSIBLE. 9. EXPOSED FOUNDATION SHALL BE MIN. 8". UNDERPIN ALL EXPOSED FOUNDATIONS. 10. GRADE LINES SHOWN ON ELEVATION DRAWINGS SHALL NOT BE CONSTRUED TO REPRESENT ACTUAL FINISH GRADES. VERIFY FINISH GRADE ON JOB SITE AND NOTIFY ARCHITECT OF ANY SIGNIFICANT DISCREPANCIES PRIOR TO STARTING WORK. 11. ACTUAL ELEVATIONS TO VARY PER GRADE OF EXISTING LOT. 12. ALL PLUMBING, APPLIANCE, AND GAS VENTS TO BE GANGED TO THE LEAST POSSIBLE NUMBER OF ROOF PENETRATIONS AND KEPT TO REAR OF ROOF WHENEVER POSSIBLE. 13. CONTRACTOR SHALL INSTALL ALL PRODUCTS AND ASSEMBLIES PER MANUFACTURER'S RECOMMENDED INSTALLATION. 14. ALL EXTERIOR SYSTEMS SHALL BE INSTALLED TO ASSURE ADEQUATE DRAINAGE IS PROVIDED. 15. TEMP GLZ = PROVIDE TEMPERED SAFETY GLASS AT ALL REQUIRED LOCATIONS AS REQUIRED BY CODE. WEISS ARCHITECTURE 3 3 5 5 B E E C A V E R D S T U D I O # 3 0 3 A U S T I N T X 7 8 7 4 6 ( 5 1 2 ) 4 4 7 - 6 8 0 6 T E L W E I S S A R C . C O M 21 FEB 2022 E C N E D I S E R A T S I V A T L A 4 0 7 8 7 S A X E T , N I T S U A , E U N E V A A T S V A T L A 6 0 4 1 I form, This document, whether in hard copy or digital is copyrighted and an instrument of services in respect to the project for which it was proposed. This document is not intended or authorized for use by any party on any other project. Any reuse including copying and/or modifying this document, without written permission from Weiss for Architecture, specific is a violation of purpose Federal Copyright law. inc. intended the N O I I T P R C S E D E T A D T E S T I M R E P 2 2 / 1 2 / 2 0 # . V E -R JOB NO. DRAWN BY R2105 LL SHEET NAME EXTERIOR ELEVATIONS SHEET NUMBER A3.4 6" 12 9 " 8 - ' 3 1 SEALED ATTIC " 5 - ' 3 1 BEDROOM 1 LOFT BEDROOM 2 FOYER DINING LIVING 12 9 SEALED ATTIC LAUNDRY HALL KITCHEN RAIN GUTTER DOWNSPOUT VERTICAL WOOD SLAT SIDING WALL ASSEMBLY 3-COAT STUCCO WALL ASSEMBLY EXTERIOR SCONCE, TYP. REFER TO A2 SHEET SERIES MAX ALLOWABLE BUILDING HEIGHT 561' 11" (133' 9" F.F.) LVL 2.5 : PLATE HEIGHT (TERRACE LEVEL) 130' 5" " 0 - ' 8 LVL 2 : PLATE HEIGHT (LOFT LEVEL) 125' 6-1/2" " 2 1 8 - ' 1 " 0 - ' 9 LVL 2.5 : FINISH FLOOR (TERRACE LEVEL) 122' 5" LVL 1.5 : PLATE HEIGHT (OWNER'S SUITE LEVEL) 120' 8-1/2" " 0 - ' 0 1 " 2 1 8 - ' 1 LVL 2 : FINISH FLOOR (LOFT LEVEL) 116' 6-1/2" LVL 1 : PLATE HEIGHT (KITCHEN/LIVING LEVEL) 114' 10" " 2 1 8 - ' 1 " 0 - ' 0 1 LVL 1.5 : FINISH FLOOR (OWNER'S SUITE LEVEL) 110' 8-1/2" LVL 0.5 : PLATE HEIGHT (CARPORT LEVEL) 109' 0" " 0 - ' 9 LVL 1 : FINISH FLOOR (KITCHEN/LIVING LEVEL) 104' 10" AVG. GRADE 529' 11" (100' 9" F.F.) LVL 0.5 : FINISH FLOOR (CARPORT LEVEL) 100' 0" MAX ALLOWABLE BUILDING HEIGHT 561' 11" (133' 9" F.F.) LVL 2.5 : PLATE HEIGHT (TERRACE LEVEL) 130' 5" " 0 - ' 8 LVL 2 : PLATE HEIGHT (LOFT LEVEL) 125' 6-1/2" " 2 1 8 - ' 1 " 0 - ' 9 LVL 2.5 : FINISH FLOOR (TERRACE LEVEL) 122' 5" LVL 1.5 : PLATE HEIGHT (OWNER'S SUITE LEVEL) 120' 8-1/2" " 0 - ' 0 1 " 2 1 8 - ' 1 LVL 2 : FINISH FLOOR (LOFT LEVEL) 116' 6-1/2" LVL 1 : PLATE HEIGHT (KITCHEN/LIVING LEVEL) 114' 10" " 2 1 8 - ' 1 " 0 - ' 0 1 LVL 1.5 : FINISH FLOOR (OWNER'S SUITE LEVEL) 110' 8-1/2" LVL 0.5 : PLATE HEIGHT (CARPORT LEVEL) 109' 0" " 0 - ' 9 LVL 1 : FINISH FLOOR (KITCHEN/LIVING LEVEL) 104' 10" AVG. GRADE 529' 11" (100' 9" F.F.) LVL 0.5 : FINISH FLOOR (CARPORT LEVEL) 100' 0" SHEET NOTES 1. REFER TO G1.0 FOR CODE COMPLIANCE. REFER TO G2.0 FOR GENERAL NOTES. REFER TO XXX FOR EXTERIOR ASSEMBLY NOTES AND SPECIFICATIONS. REFER TO XXX FOR DOOR AND WINDOW TYPES & SCHEDULE 2. 3. 4. 3. CONTRACTOR SHALL PROVIDE GUTTER AND DOWNSPOUT SYSTEM TO POSITIVELY DRAIN ROOF AWAY FROM BUILDING AND INTO LANDSCAPE BEDS. 4. WINDOW HEADER HEIGHTS ARE AS FOLLOWS: 4.1. 4.2. 4.3. 8'0" AFF AT 10'0" PLATE HEIGHTS 8'0" AFF AT 9'0" PLATE HEIGHTS 7'0" AFF AT 8'0" PLATE HEIGHTS 5. ALL WINDOWS LOCATED WITHIN 24" OF AN EXTERIOR OR INTERIOR DOOR SHALL RECEIVE TEMPERED SAFETY GLASS PER IRC 2018. WINDOW MANUFACTURER AND CONTRACTOR SHALL VERIFY ALL TEMPERED GLASS LOCATIONS PER APPLICABLE CODES. 6. WINDOW MANUFACTURER AND CONTRACTOR SHALL VERIFY ALL EGRESS WINDOWS ARE INSTALLED PER APPLICABLE CODE REQUIREMENTS. 7. ALL WINDOWS SHALL HAVE U-FACTOR 0.40 OR LESS PER CITY OF AUSTIN CODE AMENDMENT. 8. ALL WINDOWS SHALL BE ALUMINUM CLAD AND FACTORY MULLED WHEN POSSIBLE. 9. EXPOSED FOUNDATION SHALL BE MIN. 8". UNDERPIN ALL EXPOSED FOUNDATIONS. 10. GRADE LINES SHOWN ON ELEVATION DRAWINGS SHALL NOT BE CONSTRUED TO REPRESENT ACTUAL FINISH GRADES. VERIFY FINISH GRADE ON JOB SITE AND NOTIFY ARCHITECT OF ANY SIGNIFICANT DISCREPANCIES PRIOR TO STARTING WORK. 11. ACTUAL ELEVATIONS TO VARY PER GRADE OF EXISTING LOT. 12. ALL PLUMBING, APPLIANCE, AND GAS VENTS TO BE GANGED TO THE LEAST POSSIBLE NUMBER OF ROOF PENETRATIONS AND KEPT TO REAR OF ROOF WHENEVER POSSIBLE. 13. CONTRACTOR SHALL INSTALL ALL PRODUCTS AND ASSEMBLIES PER MANUFACTURER'S RECOMMENDED INSTALLATION. 14. ALL EXTERIOR SYSTEMS SHALL BE INSTALLED TO ASSURE ADEQUATE DRAINAGE IS PROVIDED. 15. TEMP GLZ = PROVIDE TEMPERED SAFETY GLASS AT ALL REQUIRED LOCATIONS AS REQUIRED BY CODE. LEGEND AND SCALE 2' 0' 4' 8' FULL SIZE SCALE : 1/4" = 1'-0" (HALF SIZE SCALE: 1 8" = 1'-0") WEISS ARCHITECTURE 3 3 5 5 B E E C A V E R D S T U D I O # 3 0 3 A U S T I N T X 7 8 7 4 6 ( 5 1 2 ) 4 4 7 - 6 8 0 6 T E L W E I S S A R C . C O M 21 FEB 2022 E C N E D I S E R A T S I V A T L A 4 0 7 8 7 S A X E T , N I T S U A , E U N E V A A T S V A T L A 6 0 4 1 I form, This document, whether in hard copy or digital is copyrighted and an instrument of services in respect to the project for which it was proposed. This document is not intended or authorized for use by any party on any other project. Any reuse including copying and/or modifying this document, without written permission from Weiss for Architecture, specific is a violation of purpose Federal Copyright law. inc. intended the N O I I T P R C S E D E T A D T E S T I M R E P 2 2 / 1 2 / 2 0 # . V E -R JOB NO. DRAWN BY R2105 LL SHEET NAME BUILDING SECTIONS SHEET NUMBER A4.1 SCALE:1 BUILDING SECTION 1/4" = 1'-0" SCALE:2 BUILDING SECTION 1/4" = 1'-0" TERRACE OWNER'S BATH OWNER'S BED " 4 3 8 - ' 9 1 OWNER'S LANDING " 5 - ' 0 3 SEALED ATTIC HALL BEDROOM 1 CARPORT OFFICE BATH 1 " 0 - ' 9 STAIRS KITCHEN FOYER FRONT PORCH SCALE:1 BUILDING SECTION 1/4" = 1'-0" MAX ALLOWABLE BUILDING HEIGHT 561' 11" (133' 9" F.F.) LVL 2.5 : PLATE HEIGHT (TERRACE LEVEL) 130' 5" " 0 - ' 8 LVL 2 : PLATE HEIGHT (LOFT LEVEL) 125' 6-1/2" " 2 1 8 - ' 1 " 0 - ' 9 LVL 2.5 : FINISH FLOOR (TERRACE LEVEL) 122' 5" LVL 1.5 : PLATE HEIGHT (OWNER'S SUITE LEVEL) 120' 8-1/2" " 0 - ' 0 1 " 2 1 8 - ' 1 LVL 2 : FINISH FLOOR (LOFT LEVEL) 116' 6-1/2" LVL 1 : PLATE HEIGHT (KITCHEN/LIVING LEVEL) 114' 10" " 2 1 8 - ' 1 " 0 - ' 0 1 LVL 1.5 : FINISH FLOOR (OWNER'S SUITE LEVEL) 110' 8-1/2" LVL 0.5 : PLATE HEIGHT (CARPORT LEVEL) 109' 0" " 0 - ' 9 LVL 1 : FINISH FLOOR (KITCHEN/LIVING LEVEL) 104' 10" AVG. GRADE 529' 11" (100' 9" F.F.) LVL 0.5 : FINISH FLOOR (CARPORT LEVEL) 100' 0" SHEET NOTES 1. REFER TO G1.0 FOR CODE COMPLIANCE. REFER TO G2.0 FOR GENERAL NOTES. REFER TO XXX FOR EXTERIOR ASSEMBLY NOTES AND SPECIFICATIONS. REFER TO XXX FOR DOOR AND WINDOW TYPES & SCHEDULE 2. 3. 4. 3. CONTRACTOR SHALL PROVIDE GUTTER AND DOWNSPOUT SYSTEM TO POSITIVELY DRAIN ROOF AWAY FROM BUILDING AND INTO LANDSCAPE BEDS. 4. WINDOW HEADER HEIGHTS ARE AS FOLLOWS: 4.1. 4.2. 4.3. 8'0" AFF AT 10'0" PLATE HEIGHTS 8'0" AFF AT 9'0" PLATE HEIGHTS 7'0" AFF AT 8'0" PLATE HEIGHTS 5. ALL WINDOWS LOCATED WITHIN 24" OF AN EXTERIOR OR INTERIOR DOOR SHALL RECEIVE TEMPERED SAFETY GLASS PER IRC 2018. WINDOW MANUFACTURER AND CONTRACTOR SHALL VERIFY ALL TEMPERED GLASS LOCATIONS PER APPLICABLE CODES. 6. WINDOW MANUFACTURER AND CONTRACTOR SHALL VERIFY ALL EGRESS WINDOWS ARE INSTALLED PER APPLICABLE CODE REQUIREMENTS. 7. ALL WINDOWS SHALL HAVE U-FACTOR 0.40 OR LESS PER CITY OF AUSTIN CODE AMENDMENT. 8. ALL WINDOWS SHALL BE ALUMINUM CLAD AND FACTORY MULLED WHEN POSSIBLE. 9. EXPOSED FOUNDATION SHALL BE MIN. 8". UNDERPIN ALL EXPOSED FOUNDATIONS. 10. GRADE LINES SHOWN ON ELEVATION DRAWINGS SHALL NOT BE CONSTRUED TO REPRESENT ACTUAL FINISH GRADES. VERIFY FINISH GRADE ON JOB SITE AND NOTIFY ARCHITECT OF ANY SIGNIFICANT DISCREPANCIES PRIOR TO STARTING WORK. 11. ACTUAL ELEVATIONS TO VARY PER GRADE OF EXISTING LOT. 12. ALL PLUMBING, APPLIANCE, AND GAS VENTS TO BE GANGED TO THE LEAST POSSIBLE NUMBER OF ROOF PENETRATIONS AND KEPT TO REAR OF ROOF WHENEVER POSSIBLE. 13. CONTRACTOR SHALL INSTALL ALL PRODUCTS AND ASSEMBLIES PER MANUFACTURER'S RECOMMENDED INSTALLATION. 14. ALL EXTERIOR SYSTEMS SHALL BE INSTALLED TO ASSURE ADEQUATE DRAINAGE IS PROVIDED. 15. TEMP GLZ = PROVIDE TEMPERED SAFETY GLASS AT ALL REQUIRED LOCATIONS AS REQUIRED BY CODE. WEISS ARCHITECTURE 3 3 5 5 B E E C A V E R D S T U D I O # 3 0 3 A U S T I N T X 7 8 7 4 6 ( 5 1 2 ) 4 4 7 - 6 8 0 6 T E L W E I S S A R C . C O M 21 FEB 2022 E C N E D I S E R A T S I V A T L A 4 0 7 8 7 S A X E T , N I T S U A , E U N E V A A T S V A T L A 6 0 4 1 I form, This document, whether in hard copy or digital is copyrighted and an instrument of services in respect to the project for which it was proposed. This document is not intended or authorized for use by any party on any other project. Any reuse including copying and/or modifying this document, without written permission from Weiss for Architecture, specific is a violation of purpose Federal Copyright law. inc. intended the N O I I T P R C S E D E T A D T E S T I M R E P 2 2 / 1 2 / 2 0 # . V E -R JOB NO. DRAWN BY R2105 LL SHEET NAME BUILDING SECTIONS SHEET NUMBER A4.2 LEGEND AND SCALE 2' 0' 4' 8' FULL SIZE SCALE : 1/4" = 1'-0" (HALF SIZE SCALE: 1 8" = 1'-0") SHEET NOTES 1. THIS SHEET IS PROVIDED FOR BUILDER REFERENCE AND GRAPHIC REPRESENTATION. 2. DO NOT SCALE DRAWINGS. 3. REFER TO GENERAL NOTES ON SHEET G2.0. 4. REFER TO SHEET A0.1 FOR DOOR AND WINDOW SCHEDULE. 5. REFER TO SHEET A1.1 AND A1.2 FOR DOOR TAGS. 6. REFER TO SHEET A3 SERIES FOR WINDOW TAGS. 7. REFER TO SHEET A7 SERIES FOR DOOR AND WINDOW DETAILS. 8. ALL DIMENSIONS ARE TAKEN FROM FINISH FACE OF ASSEMBLY, UNLESS NOTED OTHERWISE. DW TR 1A 1B SCALE:1 FOYER 1/4" = 1'-0" SCALE:2 FIREPLACE 1/4" = 1'-0" SCALE:3 KITCHEN ISLAND 1/4" = 1'-0" MICROW OVEN 4A 4B SCALE:4 KITCHEN ISLAND 1/4" = 1'-0" SCALE:5 BATH 1 1/4" = 1'-0" SCALE:6 OWNER'S CLOSET 1/4" = 1'-0" 7A 7B 7C 7D SCALE:7 OWNER'S BATH & OWNER'S CLOSET 1/4" = 1'-0" SCALE 2' 0' 4' 8' FULL SIZE SCALE : 1/4" = 1'-0" (HALF SIZE SCALE: 1 8" = 1'-0") WEISS ARCHITECTURE 3 3 5 5 B E E C A V E R D S T U D I O # 3 0 3 A U S T I N T X 7 8 7 4 6 ( 5 1 2 ) 4 4 7 - 6 8 0 6 T E L W E I S S A R C . C O M 21 FEB 2022 E C N E D I S E R A T S I V A T L A 4 0 7 8 7 S A X E T , N I T S U A , E U N E V A A T S V A T L A 6 0 4 1 I form, This document, whether in hard copy or digital is copyrighted and an instrument of services in respect to the project for which it was proposed. This document is not intended or authorized for use by any party on any other project. Any reuse including copying and/or modifying this document, without written permission from Weiss for Architecture, specific is a violation of purpose Federal Copyright law. inc. intended the N O I I T P R C S E D E T A D T E S T I M R E P 2 2 / 1 2 / 2 0 # . V E -R JOB NO. DRAWN BY R2105 LL SHEET NAME INTERIOR ELEVATIONS SHEET NUMBER A5.1 1A 1B 3A 3B SCALE:1 OWNER'S BATH 1/4" = 1'-0" SCALE:2 LAUNDRY 1/4" = 1'-0" SCALE:3 BATH 2 1/4" = 1'-0" 4A 4B 5A 5B SCALE:4 BEDROOM 1 CLOSET 1/4" = 1'-0" SCALE:5 BEDROOM 2 CLOSET 1/4" = 1'-0" SHEET NOTES 1. THIS SHEET IS PROVIDED FOR BUILDER REFERENCE AND GRAPHIC REPRESENTATION. 2. DO NOT SCALE DRAWINGS. 3. REFER TO GENERAL NOTES ON SHEET G2.0. 4. REFER TO SHEET A0.1 FOR DOOR AND WINDOW SCHEDULE. 5. REFER TO SHEET A1.1 AND A1.2 FOR DOOR TAGS. 6. REFER TO SHEET A3 SERIES FOR WINDOW TAGS. 7. REFER TO SHEET A7 SERIES FOR DOOR AND WINDOW DETAILS. 8. ALL DIMENSIONS ARE TAKEN FROM FINISH FACE OF ASSEMBLY, UNLESS NOTED OTHERWISE. WEISS ARCHITECTURE 3 3 5 5 B E E C A V E R D S T U D I O # 3 0 3 A U S T I N T X 7 8 7 4 6 ( 5 1 2 ) 4 4 7 - 6 8 0 6 T E L W E I S S A R C . C O M 21 FEB 2022 E C N E D I S E R A T S I V A T L A 4 0 7 8 7 S A X E T , N I T S U A , E U N E V A A T S V A T L A 6 0 4 1 I form, This document, whether in hard copy or digital is copyrighted and an instrument of services in respect to the project for which it was proposed. This document is not intended or authorized for use by any party on any other project. Any reuse including copying and/or modifying this document, without written permission from Weiss for Architecture, specific is a violation of purpose Federal Copyright law. inc. intended the N O I I T P R C S E D E T A D T E S T I M R E P 2 2 / 1 2 / 2 0 # . V E -R JOB NO. DRAWN BY R2105 LL SHEET NAME INTERIOR ELEVATIONS SHEET NUMBER A5.2 SCALE:6 STAIRWELL 1/4" = 1'-0" SCALE 2' 0' 4' 8' FULL SIZE SCALE : 1/4" = 1'-0" (HALF SIZE SCALE: 1 8" = 1'-0") R E V N E D ¨ N I T S U A m o c n . i l l a w d n a n i t r . a m w w w 3 0 5 2 1 - F m r i F g n E X T 0 2 7 8 7 s a x e T , n i t s u A 3 4 0 2 0 2 x o B O P 8 8 0 4 - 8 6 3 - 2 1 5 I S T N E M U C O D N O T C U R T S N O C L A R U T C U R T S n o i t c u r t s n o C w e N e c n e d i s e R s i r r a H e u n e v A a t s i V a t l A 6 0 4 1 4 0 7 8 7 s a x e T , n i t s u A Copyright Martin & Wallin, LLC., 2022 Issue Date: February 17, 2022 Revisions No. Date Description 1 040522 CITY COMMENTS M&W Project Number: 210149 Drawn By: PHM Designed By: Checked By: PHM Sheet Title: STRUCTURAL NOTES Sheet No.: S1.0 R E V N E D ¨ N I T S U A m o c n . i l l a w d n a n i t r . a m w w w 3 0 5 2 1 - F m r i F g n E X T 0 2 7 8 7 s a x e T , n i t s u A 3 4 0 2 0 2 x o B O P 8 8 0 4 - 8 6 3 - 2 1 5 I S T N E M U C O D N O T C U R T S N O C L A R U T C U R T S n o i t c u r t s n o C w e N e c n e d i s e R s i r r a H e u n e v A a t s i V a t l A 6 0 4 1 4 0 7 8 7 s a x e T , n i t s u A Copyright Martin & Wallin, LLC., 2022 Issue Date: February 17, 2022 Revisions No. Date Description 1 040522 CITY COMMENTS M&W Project Number: 210149 Drawn By: PHM Designed By: Checked By: PHM Sheet Title: FOUNDATION PLAN Sheet No.: S2.0 FOUNDATION PLAN · · 2ND FLOOR FRAMING PLAN R E V N E D ¨ N I T S U A m o c n . i l l a w d n a n i t r . a m w w w 3 0 5 2 1 - F m r i F g n E X T 0 2 7 8 7 s a x e T , n i t s u A 3 4 0 2 0 2 x o B O P 8 8 0 4 - 8 6 3 - 2 1 5 I S T N E M U C O D N O T C U R T S N O C L A R U T C U R T S n o i t c u r t s n o C w e N e c n e d i s e R s i r r a H e u n e v A a t s i V a t l A 6 0 4 1 4 0 7 8 7 s a x e T , n i t s u A Copyright Martin & Wallin, LLC., 2022 Issue Date: February 17, 2022 Revisions No. Date Description 1 040522 CITY COMMENTS M&W Project Number: 210149 Drawn By: PHM Designed By: Checked By: PHM Sheet Title: 2ND FLOOR FRAMING PLAN Sheet No.: S2.1 STAIR TOWER ROOF · · R E V N E D ¨ N I T S U A m o c n . i l l a w d n a n i t r . a m w w w 3 0 5 2 1 - F m r i F g n E X T 0 2 7 8 7 s a x e T , n i t s u A 3 4 0 2 0 2 x o B O P 8 8 0 4 - 8 6 3 - 2 1 5 I S T N E M U C O D N O T C U R T S N O C L A R U T C U R T S n o i t c u r t s n o C w e N e c n e d i s e R s i r r a H e u n e v A a t s i V a t l A 6 0 4 1 4 0 7 8 7 s a x e T , n i t s u A Copyright Martin & Wallin, LLC., 2022 Issue Date: February 17, 2022 Revisions No. Date Description 1 040522 CITY COMMENTS M&W Project Number: 210149 Drawn By: PHM Designed By: Checked By: PHM Sheet Title: UPPER ROOF FRAMING PLAN Sheet No.: S2.2 PARTIAL ROOF AND FLOOR FRAMING PLAN 1 SCALE: 34" = 1'-0" TYPICAL EXTERIOR GRADE BEAM WITH MASONRY LEDGE 2 SCALE: 34" = 1'-0" SECTION AT STEM WALL TYPICAL INTERIOR GRADE BEAM TYPICAL TRANSITION AT SLAB DROP 3 SCALE: 34" = 1'-0" 4 SCALE: 34" = 1'-0" 5 SCALE: 34" = 1'-0" TYPICAL TRANSITION AT INTERIOR GRADE BEAM 6 SCALE: 34" = 1'-0" TYPICAL EXTERIOR GRADE BEAM WITH CURB 7 SCALE: 34" = 1'-0" EXTERIOR GRADE BEAM AT PATIOPORCH 8 SCALE: 34" = 1'-0" TYPICAL POST BASE AT EXTERIOR GRADE BEAM 9 SCALE: 34" = 1'-0" TYPICAL EXTERIOR GRADE BEAM PENETRATION ELEVATION 10 SCALE: 34" = 1'-0" 11 SCALE: NTS INTERIOR GRADE BEAM PENETRATION GRADE BEAM REINFORCING R E V N E D ¨ N I T S U A m o c n . i l l a w d n a n i t r . a m w w w 3 0 5 2 1 - F m r i F g n E X T 0 2 7 8 7 s a x e T , n i t s u A 3 4 0 2 0 2 x o B O P 8 8 0 4 - 8 6 3 - 2 1 5 I S T N E M U C O D N O T C U R T S N O C L A R U T C U R T S n o i t c u r t s n o C w e N e c n e d i s e R s i r r a H e u n e v A a t s i V a t l A 6 0 4 1 4 0 7 8 7 s a x e T , n i t s u A Copyright Martin & Wallin, LLC., 2022 Issue Date: February 17, 2022 Revisions No. Date Description 1 040522 CITY COMMENTS M&W Project Number: 210149 Drawn By: PHM Designed By: Checked By: PHM Sheet Title: FOUNDATION DETAILS Sheet No.: S3.0 1 SCALE: NTS TYPICAL SHEAR WALL FRAMING ELEVATION 2 SCALE : NTS ROOF DIAPHRAGM PLAN PLYWOOD 4' x 8' SHEETS 3 SCALE: NTS TYPICAL HEADER FRAMING AT OPENINGS 4 SCALE: 1" = 1'-0" 5 SCALE: 1" = 1'-0" EXTERIOR BEARING WALL EXTERIOR WALL PARALLEL TO TRUSS 6 SCALE: 1" = 1'-0" SECTION 7 SCALE: 1" = 1'-0" POST TO BEAM CONNECTION 7 SCALE: 1" = 1'-0" TYPICAL SECTION AT HIGH ROOF TYPICAL ROOF EVE AT GABLE 8 SCALE: 1" = 1'-0" 12 SCALE: 1 12" = 1'-0" TYP. LVL BEAM ASSEMBLY DETAIL 'A' R E V N E D ¨ N I T S U A m o c n . i l l a w d n a n i t r . a m w w w 3 0 5 2 1 - F m r i F g n E X T 0 2 7 8 7 s a x e T , n i t s u A 3 4 0 2 0 2 x o B O P 8 8 0 4 - 8 6 3 - 2 1 5 I S T N E M U C O D N O T C U R T S N O C L A R U T C U R T S n o i t c u r t s n o C w e N e c n e d i s e R s i r r a H e u n e v A a t s i V a t l A 6 0 4 1 4 0 7 8 7 s a x e T , n i t s u A Copyright Martin & Wallin, LLC., 2022 Issue Date: February 17, 2022 Revisions No. Date Description 1 040522 CITY COMMENTS M&W Project Number: 210149 Drawn By: PHM Designed By: Checked By: PHM Sheet Title: FRAMING DETAILS Sheet No.: S4.0