C.10.1 - 1519 W 32nd St - photos and plans — original pdf

Backup

32ND STREET RENOVATION ISSUED FOR PERMIT 8/19/2021 GRAPHIC SYMBOLS & CONVENTIONS LOCATION MAP PROJECT DIRECTORY SHEET NO. ON WHICH ENLARGED DETAIL IS DRAWN DETAIL NO. 1 / A101 AREA OF DETAIL ENLARGED 1 A101 ELEVATION NUMBER SHEET NUMBER CENTERLINES AND PROJECTED LINES HIDDEN LINE AND/OR LINE ABOVE FLOOR PLANE BOUNDARY LINE AND/OR FLOOR LINES IN EXTERIOR ELEVATIONS 101 B DOOR TYPE APPEARING ON SCHEDULE OF OPENING DOOR NUMBER WINDOW TYPE GRAPHIC SYMBOLS SECTION OR DETAIL NO. DRAWING TITLE View Name  SCALE: 1/8" = 1'-0" 1 SCALE OF SECTION OR DETAIL DIRECTION OF CUTTING PLANE SIM 1 A101 SHEET NO. ON WHICH SECTION IS DRAWN LONGITUDINAL OR CROSS SECTION NO. GRAPHIC CONVENTIONS 5 REVISION NUMBER 4'-0" . 6" . " 0 - ' 4 . DIMENSION LINE DESIGNATIONS OWNER ROCKY MOUNTAIN AND DAVID ROWE ADDRESS ARCHITECT STRUCTURAL ENGINEER CONTRACTOR TEL: EMAIL: CONTACT: 2515 WOOLDRIDGE DRIVE AUSTIN, TX 78703 512.560.5247 ROCKY.MOUNTAIN@OUTLOOK.COM" DWROWE2@ME.COM ROCKY MOUNTAIN DAVID ROWE STUDIO | STEINBOMER 4111 MEDICAL PARKWAY SUITE 300 / 301 AUSTIN, TX 78756 TEL: FAX: EMAIL: CONTACT: 512.479.0022 512.477.4668 JENNIFER@STEINBOMER.COM BENJAMIN@STEINBOMER.COM JENNIFER VRAZEL BEN PRUETT TSEN ENGINEERING 210 BARTON SPRINGS ROAD, SUITE 250 AUSTIN, TX 78704 TEL: EMAIL: CONTACT: 512.474.4001 JBUCHANAN@TSENENG.COM JAMIE BUCHANAN CROWELL BUILDER'S, LLC 2215 WESTLAKE DR, SUITE 201 AUSTIN, TX 78746 TEL: EMAIL: CONTACT: 512.328.9974 STACIE@CROWELBUILDERS.COM STACIE RYCHLIK SCOPE OF WORK RENOVATION AND ADDITION TO AN EXISTING SINGLE STORY RESIDENCE. WORK INCLUDES, BUT IS NOT LIMITED TO: RENOVATIONS ON THE FIRST LEVEL AND AN ADDITION OF A SECOND LEVEL, AS INDICATED IN THE DRAWINGS. DRAWING INDEX SHEET NO: DESCRIPTION ARCHITECTURAL A-001 A-002 A-100 A-101 A-102 A-103 A-110 A-111 A-112 A-113 A-200 A-201 A-202 A-301 A-501 COVER SHEET NOTES & SPECIFICATIONS SITE PLAN ENTRY LEVEL DEMOLITION FLOOR PLANS ENTRY LEVEL FLOOR PLAN UPPER LEVEL FLOOR PLAN ENTRY LEVEL LIGHTING PLAN UPPER LEVEL LIGHTING PLAN ENTRY LEVEL POWER PLAN UPPER LEVEL POWER PLAN DEMOLITION EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS BUILDING SECTIONS DOOR AND WINDOW TYPES AND WINDOW SCHEDULE STRUCTURAL S-001 S-002 S-101 S-102 S-103 S-104 S-201 S-301 S-302 S-303 S-401 S-402 S-403 S-501 S-502 STRUCTURAL NOTES STRUCTURAL NOTES FOUNDATION PLANS FLOOR FRAMING PLANS CEILING FRAMING PLAN ROOF FRAMING PLANS BRACED WALL PLANS CONCRETE DETAILS CONCRETE DETAILS CONCRETE DETAILS FRAMING DETAILS FRAMING DETAILS FRAMING DETAILS WOOD DETAILS - FROM CODE WOOD DETAILS - FROM CODE 1 0 3 / 0 0 3 E T U S I , Y A W K R A P L A C D E M 1 1 1 4 I 6 5 7 8 7 X T , I N T S U A . 2 2 0 0 9 7 4 2 1 5 . : T . 8 6 6 4 7 7 4 2 1 5 . : F m o c . r e m o b n e i t s . w w w I I O T N O T D D A D N A N O T A V O N E R A I I E C N E D S E R E W O R N A T N U O M I 3 0 7 8 7 X T , I N T S U A , . T S D N 2 3 T S E W 9 1 5 1 ISSUED FOR PERMIT 8/19/2021 DATE: DRAWN: SCALE: 8/19/2021 BP/HW/MB AS NOTED No. Description Date COVER SHEET A-001 ELECTRICAL NOTES GENERAL NOTES PROVIDE SOLAR-READY ZONE PER COA R701.1 ON UPPER ROOF ALL DIMENSIONS OF NEW CONSTRUCTION ARE TO FACE OF ROUGH FRAME UNLESS NOTED OTHERWISE. PROVIDE DUAL POLE CIRCUIT BREAKER FOR FUTURE SOLAR ELECTRIC INSTALLATION AND MUST BE LABELED "FOR SOLAR ELECTRIC" IECC 2015 NOTES REFER TO SECTION 402.1.2 CLIMATE ZONE 2 FENESTRATION U-FACTOR SKYLIGHT U-FACTOR GLAZED ShGC CEILING R-VALUE REFER TO SECTION R4202.4 AIR LEAKAGE (MANDATORY) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTIONS R402.4.1 THROUGH R402.4.5 REFER TO SECTION R402.4.1 BUILDING THERMAL ENVELOPE. THE BUILDING THERMAL ENVELOPE SHALL COMPLY WITH SECTIONS R402.4.1 AND R402.4.1.2. THE SEALING METHODS BETWEEN DISSIMILAR MATERIALS SHALL ALLOW FOR DIFFERENTIAL EXPANSION AND CONTRACTION. REFER TO SECTION R402.4.1.1 INSTALLATION. THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE AS LISTED IN TABLE R402.4.1.1 SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND THE CRITERIA LISTED IN TABLE R402.4.1.1, AS APPLICABLE TO THE METHOD OF CONSTRUCTION. WHERE REQUIRED BY THE CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. REFER TABLE R402.41.1 AIR BARRIER AND INSULATION INSTALLATION *NOTE - AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACED REFER TO SECTION R403.6 MECHANICAL VENTILATION ( MANDATORY) THE BUILDING SHALL BE PROVIDED WITH VENTILATION THAT MEETS THE REQUIREMENTS OF THE INTERNATIONAL RESIDENTIAL CODE OR INTERNATIONAL MECHANICAL CODE, AS APPLICABLE, OR WITH OTHER APPROVED MEANS OF VENTILATION. OUTDOOR AIR INTAKES AND EXHAUST SHALL HAVE AUTOMATIC OR GRAVITY DAMPERS THAT CLOSE WHEN THE VENTILATION SYSTEM IS NOT OPERATING. CITY OF AUSTIN TREE PROTECTION TO INSURE THAT TRESS ARE ADEQUATELY PRESERVED, TREE PROTECTION FENCING IS REQUIRED FOR TREES WITHIN THE LIMITS OF CONSTRUCTION. FENCING SHOULD PROTECT THE ENTIRE CRITICAL ROOT ZONE (CRZ) AREA . FENCING IS REQUIRED TO BE CHAIN-LINK MESH AT A MINIMUM HEIGHT OF FIVE FEET. A 6-INCH LAYER OF MULCH WITHIN THE ENTIRE AVAILABLE ROOT ZONE AREA IS REQUIRED FOR TREES WHICH HAVE ANY DISTURBANCE INDICATED WITHIN ANY PORTION OF THE CRITICAL ROOT ZONE. GENERAL DEMOLITION NOTES ALL FINISHES, APPLIANCES, PLUMBING FIXTURES, AND LIGHTING FIXTURE SELECTIONS PER DRAWINGS. CONTRACTOR SHALL COORDINATE ROUGH OPENING SIZES AND SHALL CONFIRM POWER REQUIREMENTS AND APPROPRIATENESS OF FIXTURE SELECTION. PROVIDE BLOCKING IN WALLS FOR ALL WALL-MOUNTED ACCESSORIES, TYPICALLY - CONFIRM EXACT LOCATIONS WITH OWNER. DO NOT SCALE DRAWINGS FOR CONSTRUCTION OR COORDINATION PURPOSES. USE INDICATED DIMENSIONS. IF QUESTIONS ARISE, CONTACT ARCHITECT FOR CLARIFICATION. CONTRACTOR SHALL INSTALL ALL FIREBLOCKING AND FIRESTOPPING IN ACCORDANCE WITH AND AS REQUIRED BY BUILDING CODE. DRAWINGS REPRESENT THE GENERAL INTENT AND SCOPE OF WORK. HOWEVER, NOT ALL PRODUCTS AND INSTALLATIONS ARE DETAILED AND ARE LEFT TO THE DISCRETION OF THE OWNER. CONTRACTOR SHALL CONSULT AND COORDINATE W/OWNER REGARDING ANY ADDITIONAL PRODUCT SELECTIONS AND INSTALLATIONS THAT MAY BE REQUIRED AS PART OF THIS PROJECT, AND CONSULT W/ARCHITECT IF ANY CONFLICTS BETWEEN THESE DOCUMENTS AND OWNER SELECTIONS SHOULD ARISE. IT IS THE INTENT OF THESE DOCUMENTS TO PROVIDE A COMPLETE INSTALLATION IN EVERY RESPECT. IF ADDITIONAL DETAILS OF SPECIAL CONSTRUCTION ARE REQUIRED FOR WORK INDICATED OR SPECIFIED, THE CONTRACTOR SHALL PROVIDE THE MATERIALS, EQUIPMENT AND LABOR REQUIRED TO COMPLETE SUCH INSTALLATION AND CONSTRUCTION. AT NO ADDITIONAL COST TO OWNER. THE ARCHITECT WILL NOT BE LIABLE OR RESPONSIBLE FOR ANY CLAIMS, DAMAGES, LOSSES OR EXPENSES ARISING FROM, IN CONNECTION WITH, OR RESULTING FROM THE PERFORMANCE (OR THE FAILURE TO PERFORM) OF ANY ASPECT OF CONSTRUCTION OF THIS PROJECT, WHERE THE OWNER OR CONTRACTOR HAS KNOWINGLY AUTHORIZED OR PERMITTED A DEVIATION FROM ANY DOCUMENT PREPARED BY THE ARCHITECT OR WHERE THE OWNER OR CONTRACTOR HAS ELECTED NOT TO FOLLOW ANY WRITTEN RECOMMENDATION OF THE ARCHITECT. ALL CONSTRUCTION WORK SHALL COMPLY WITH THE INTERNATIONAL RESIDENTIAL CODE, 2015, AND ALL CITY OF AUSTIN DEVELOPMENT ORDINANCES AND ALL APPLICABLE BUILDING CODES. THIS SHEET AND THE INFORMATION CONTAINED HEREIN IS PART OF A COMPLETE SET OF DRAWINGS. THIS SHEET SHALL NOT BE SEPARATED FROM THIS SET FOR THE PURPOSES OF REGULATORY APPROVAL, PERMITTING, BIDDING, OR CONSTRUCTION. USE CARE SO AS TO PROTECT TREES, VEGETATION AND OTHER NATURAL FEATURES INCLUDING THOSE NOTED TO BE PROTECTED DURING CONSTRUCTION. CONSULT WITH LANDSCAPE DESIGNER FOR TREE AND PLANT PROTECTION PRIOR TO WORK COMMENCEMENT. USE CARE WHEN PLACING RETAINING WALL AND FOUNDATION FOOTINGS IN THE VICINITY OF UNDERGROUND PIPES AND UTILITIES. HAND DIG AREAS TO AVOID DAMAGE TO UNDERGROUND LINES. IF UNDERGROUND LINES ARE DAMAGED, CONTRACTOR SHALL REPAIR AT NO ADDITIONAL COST TO OWNER. CONTRACTORS AND SUBCONTRACTORS SHALL KEEP SITE FREE OF DEBRIS AT ALL TIMES. SIZES FOR DOORS ARE NOMINAL AND CONTRACTOR SHALL VERIFY ACTUAL SIZES AND SUITABILITY FOR OPENING LOCATION WITH THE PRODUCT MANUFACTURER PRIOR TO ORDERING. SIZES FOR WINDOWS ARE ROUGH OPENINGS. ANY DISCREPANCIES SHALL BE BROUGHT TO ARCHITECT'S ATTENTION IMMEDIATELY DRAWINGS REPRESENT ASSUMPTIONS OF EXISTING CONDITIONS BASED ON THE BEST AVAILABLE INFORMATION, INCLUDING FIELD MEASUREMENTS AND PRIOR CONSTRUCTION DOCUMENTATION. MANY EXISTING CONDITIONS CANNOT BE VERIFIED UNTIL WALLS, FLOORS AND/OR CEILINGS ARE OPENED UP FOR CONSTRUCTION. DRAWINGS INDICATE INTENT AND SCOPE OF WORK. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. DEMOLITION IS INDICATED BY DASHED LINES. ANY ADDITIONAL DEMOLITION REQUIRED SHALL BE APPROVED BY THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. COORDINATE DEMOLITION PLAN WITH NEW PLAN FOR EXACT EXTENT OF DEMOLITION REQUIRED. DISPOSAL OF ANY REMOVED ITEMS SHALL BE COORDINATED WITH AND APPROVED BY THE OWNER. USE CARE SO AS TO PROTECT TREES, VEGETATION, AND OTHER NATURAL FEATURES INCLUDING THOSE NOTED TO BE PROTECTED DURING DEMOLITION. REPAIR ALL SURFACES AFFECTED BY DEMOLITION (FLOORS, WALLS, CEILINGS) AS REQUIRED AND PREP FOR NEW FINISHES UNLESS NOTED OTHERWISE. PROTECT ALL SURFACES AND ITEMS NOT SLATED FOR DEMOLITION FROM DAMAGE. CONTRACTOR SHALL REPAIR ANY DAMAGES AT NO ADDITIONAL COST TO OWNER. CONTRACTORS AND SUBCONTRACTORS SHALL KEEP SITE FREE OF DEBRIS AT ALL TIMES. DO NOT SCALE DRAWINGS FOR CONSTRUCTION OR COORDINATION PURPOSES. USE INDICATED DIMENSIONS. IF QUESTIONS ARISE CONTACT ARCHITECT FOR CLARIFICATION PRIOR TO PROCEEDING WITH WORK. THE ARCHITECT WILL NOT BE LIABLE OR RESPONSIBLE FOR ANY CLAIMS, DAMAGES, LOSSES OR EXPENSES ARISING FROM, IN CONNECTION WITH, OR RESULTING FROM THE PERFORMANCE (OR THE FAILURE TO PERFORM) OF ANY ASPECT OF CONSTRUCTION OF THIS PROJECT, WHERE THE OWNER OR CONTRACTOR HAS KNOWINGLY AUTHORIZED OR PERMITTED A DEVIATION FROM ANY DOCUMENT PREPARED BY THE ARCHITECT OR WHERE THE OWNER OR CONTRACTOR HAS ELECTED NOT TO FOLLOW ANY WRITTEN RECOMMENDATION OF THE ARCHITECT. ALL CONSTRUCTION WORK SHALL COMPLY WITH THE INTERNATIONAL RESIDENTIAL CODE, 2015, AND ALL CITY OF AUSTIN RESIDENTIAL DEVELOPMENT ORDINANCES. TYP. CONSTRUCTION NOTES PROVIDE WIRING AND POWER FOR NEW SECURITY SYSTEM. LOCATE W/ OWNER. PROVIDE WIRING FOR SPEAKERS THROUGHOUT. LOCATE W/ OWNER. PROVIDE SMOKE DETECTORS W/ CARBON MONOXIDE DETECTOR (HARDWIRED) THROUGHOUT HOUSE AS REQUIRED BY CODE. ALL INTERIOR DRYWALL SURFACES TO BE MIN. LEVEL 5 FINISH ALL INTERIOR FLOORING TRANSITIONS TO BE FLUSH, U.N.O. PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES. - COORDINATE LOCATIONS WITH OWNER. TYPICAL ROOF ASSEMBLY: STANDING SEAM ROOFING OVER 5/8" CDX PLYWOOD SHEATHING OVER RAFTERS PER STRUCTURAL. PROVIDE MIN R-38 BIBS INSULATION. INSTALL TILE OVER HARDIEBACKER BOARD IN ACCORDANCE W/ HARDIEBACKER INSTALLATION INSTRUCTIONS, TCNA (TILE COUNCIL OF NORTH AMERICA) AND IRC 2015. TAPE ALL JOINTS. PROVIDE NEW HEAT PUMP WATER HEATER - REFER TO MECHANICAL. PROVIDE NEW GUTTERS AND DOWNSPOUTS AROUND HOUSE. DOWNSPOUT LOCATIONS ARE SHOWN FOR DESIGN INTENT ONLY - SIZES AND LOCATIONS SHOULD BE CONFIRMED WITH CALCULATED WATER RUN-OFF. (REFER TO A-201 AND A-202, EXTERIOR ELEVATIONS) TYP. BUILDING ENCLOSURE NOTES ENVELOPE ASSEMBLY OPTION 01: PROVIDE DELTA-VENT AS WATER & AIR BARRIER SYSTEM OVER ALL EXTERIOR SHEATHING. USE ONLY INTEGRAL DELTA PRODUCTS PER MANUFACTURER'S INSTRUCTION. • PROVIDE (1.25" ROCKWOOL COMFORTBOARD 80 ) CONTINUOUS INSULATION OVER ALL EXTERIOR WALLS ENVELOPE ASSEMBLY OPTION 02: PROVIDE ZIP R-6 PANEL SHEATHING AND CONTINUOUS INSULATION. USE INTEGRAL HUBER/ZIP TAPES AND FLASHINGS. PROVIDE KEENE EASY-FUR 10MM FURRING STRIPS BETWEEN WRB AND EXTERIOR FINISH. INSTALL AERO BARRIER (HTTPS://AEROBARRIER.NET) CONTACT SEAN HARRIS AT IAQ TEXAS FOR INSTALLATION. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1 0 3 / 0 0 3 E T U S I , Y A W K R A P L A C D E M 1 1 1 4 I 6 5 7 8 7 X T , I N T S U A 2 2 0 0 . 9 7 4 . 2 1 5 : T 8 6 6 4 . 7 7 4 . 2 1 5 : F m o c . r e m o b n e t s . w w w i I I O T N O T D D A D N A N O T A V O N E R A I I E C N E D S E R E W O R N A T N U O M I 3 0 7 8 7 X T , I N T S U A , . T S D N 2 3 T S E W 9 1 5 1 ISSUED FOR PERMIT 8/19/2021 DATE: DRAWN: SCALE: 8/19/2021 BP/HW/MB AS NOTED No. Description Date NOTES & SPECIFICATIONS A-002 GENERAL MEP NOTES ARCHITECTURAL DRAWINGS ARE DIAGRAMMATIC IN NATURE AND ARE NOT INTENDED TO INDICATE ALL ASPECTS REQUIRED OF A COMPLETE AND SAFE, CODE-COMPLIANT INSTALLATION. THE DRAWINGS ARE PROVIDED TO INDICATE GENERAL SCOPE OF WORK AND OBVIOUS NEEDS FOR THIS BUILDING. THE OWNER AND THE ARCHITECT AND THE REGULATORY AUTHORITIES RELY UPON THE SKILLS AND EXPERIENCE OF SKILLED TRADESPEOPLE, INCLUDING THE MASTER ELECTRICIAN; MASTER PLUMBER; AND MASTER MECHANICAL CONTRACTORS, TO COMPLY WITH ALL APPLICABLE ASPECTS OF CURRENT CODES AND REGULATIONS. CONTRACTOR IS RESPONSIBLE FOR ENSURING CODE COMPLIANCE WITH ALL NEW MEP WORK. CONTRACTOR SHALL COORDINATE ALL NEW HVAC AND ELECTRICAL LOCATIONS WITH THESE DOCUMENTS. IF CONFLICTS BETWEEN SITE CONDITIONS AND THESE DOCUMENTS ARISE, CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY PRIOR TO PROCEEDING WITH WORK. ALL HVAC INDICATED IS FOR DESIGN INTENT ONLY AND SHALL BE ENGINEERED BY HVAC CONTRACTOR. DRAWINGS REPRESENT ASSUMPTIONS OF EXISTING CONDITIONS BASED ON THE BEST AVAILABLE INFORMATION, INCLUDING FIELD MEASUREMENTS AND PRIOR CONSTRUCTION DOCUMENTATION. MANY EXISTING CONDITIONS CANNOT BE VERIFIED UNTIL WALLS, FLOORS AND/OR CEILINGS ARE OPENED UP FOR CONSTRUCTION. DRAWINGS INDICATE INTENT AND SCOPE OF WORK. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. ALL PLUMBING AND APPLIANCE SELECTIONS BY OWNER. CONTRACTOR SHALL COORDINATE ROUGH OPENING SIZES AND SHALL CONFIRM POWER OR PLUMBING REQUIREMENTS AND APPROPRIATENESS OF FIXTURE SELECTION WITH OWNER AND ARCHITECT. PROVIDE BLOCKING IN WALLS FOR ALL WALL-MOUNTED ACCESSORIES, TYPICALLY - CONFIRM EXACT LOCATIONS WITH OWNER. • • • • • • • WHERE APPLICABLE, BANK ALL EXTERIOR SWITCHES TOGETHER AND ALL INTERIOR SWITCHES TOGETHER. INSTALL BIBS (BLOWN-IN BLANKET SYSTEM) BETWEEN ALL WOOD STUDS AND ROOF RAFTERS. CONTRACTOR/INSTALLER TO CONFIRM ALL LOCATIONS AND APPROPRIATENESS OF FIXTURES AND SUPPLY TO EACH APPLIANCE OR FIELD OF EQUIPMENT. ANY HVAC INDICATED IS FOR DESIGN INTENT ONLY AND SHALL BE ENGINEERED BY HVAC CONTRACTOR. RESIDENTIAL SPRINKLER SYSTEM IS REQUIRED BASED ON THE FIREFLOW OF THE NEAREST EXT'G. HYDRANT; CONTRACTOR IS REPONSIBLE FOR ENSURING SYSTEM IS CODE COMPLIANT; SYSTEM SHOULD BE ENGINEERED BY PLUMBING AND/OR SPRINKLER CONTRACTOR AS-BUILT DRAWINGS WERE CREATED BY JAROD HARMEIER WITH AUSTIN FLOOR PLANS. AS-BUILT DRAWINGS WERE PROVIDED TO ARCHITECT BY OWNERS ROCKY MOUNTAIN AND DAVID ROWE. AS-BUILT NOTE MOUNTAIN - ROWE RESIDENCE 1519 W. 32ND ST., AUSTIN, TX 78703 LEGAL DESCRIPTION: LOT SIZE = 11,074 SQ. FT. CITY OF AUSTIN ZONING SF-3-NP BUILDING & SITE AREA a) 1ST FLOOR CONDITIONED AREA b) 2ND FLOOR CONDITIONED AREA c) 3RD FLOOR CONDITIONED AREA d) BASEMENT e) DETACHED COVERED PARKING (GARAGE OR CARPORT) f) COVERED PATIO, DECK, PORCH, AND/OR BALCONY AREAS (FRONT) g) COVERED PATIO, DECK, PORCH, AND/OR BALCONY AREAS (REAR) h) COVERED WOOD DECKS TOTAL BUILDING AREA (TBA) (TOTAL a THRU h) TOTAL BUILDING COVERAGE (TBC) (SUBTRACT b, c, d, AND h) j) DRIVEWAY k) SIDEWALKS l) UNCOVERED WOOD DECK (GARAGE) n) A/C PADS AND OTHER CONCRETE FLATWORK o) OTHER (STONE WALL) TOTAL SITE IMPERVIOUS COVERAGE (ADD TBC AND l THRU q) p) POOL q) SPA LOT AREA (SQ. FT.): 11,074 S.F. EXISTING BUILDING COVERAGE PROPOSED BUILDING COVERAGE CITY OF AUSTIN - SITE DEVELOPMENT INFORMATION 9' - 8 7/16" CHIMNEY EXEPTION 2.6.E.2 8' - 8 5/16" LEGEND ROOF GABLE EXCEPTION (3.b.ii) 45° 25'-0" FRONT YARD SETBACK 45% MINIMUM IMPERVIOUS COVER 5'-0" SIDE YARD SETBACK, 15'-0" STREET SIDEYARD SETBACK 40% MAXIMUM BUILDING COVER 10'-0" REARYARD SETBACK FAR: .4:1 LOCATED WITHIN THE DESIGN AND COMPATIBILITY ORDINANCE AREA " 0 - ' 5 1 AREA DESCRIPTION NOTE MEASUREMENTS ARE TO THE OUTSIDE SURFACE OF EXTERIOR WALL EXISTING SQ. FT. NEW/ADDED SQ. FT. TOTAL SQ FT. TO REMAIN 1,578 TENT 2 = 619.8' MAX BUILDING HT  27' - 10" (650.13') UPPER LEVEL CLG  20' - 0" 45° " 0 - ' 5 1 NEW UPPER LEVEL  11' - 0" ENTRY LEVEL CLG. HGT. (EXT'G)  9' - 0" ENTRY LEVEL  0" (622.3') AVG. NATURAL GRADE  618' - 1 1/2" (618.13') MAX BUILDING HT  27' - 10" (650.13') UPPER LEVEL CLG  20' - 0" ROOF GABLE EXCEPTION (3.b.ii) ° 5 4 NEW UPPER LEVEL  11' - 0" " 0 - ' 5 1 ENTRY LEVEL  0" (622.3') NEW CONCRETE NOT IN CONCRETE 1/2" CRITICAL ROOT ZONE ENTRY LEVEL CLG. HGT. (EXT'G)  9' - 0" 1 A101 EXTERIOR ELEVATION TAG - RE: A-100 NOTE: ALL DIMENSIONS OF EXISTING WALLS ARE TO THE FINISHED FACE OF WALL. VERIFY ALL EXISTING WALL CONDITIONS H.P. OF GRADE = 620' B.L. = 620' AVG. NATURAL GRADE  618' - 1 1/2" (618.13') SOUTH ELEVATION - SUBCHAPTER F COMPIANCE DIAGRAM  SCALE: 1/8" = 1'-0" 4 NORTH ELEVATION - SUBCHAPTER F COMPLIANCE DIAGRAM  SCALE: 1/8" = 1'-0" 3 TENT 1 TENT 2 TENT 3 E N I L Y T R E P O R P @ 2 T N E T E N I L Y T R E P O R P @ 3 T N E T E N I L Y T R E P O R P @ 4 T N E T N/A N/A N/A 521 419 266 N/A 2,784 2,784 1,576 96 0 9 0 4,455 N/A N/A 355 1,637 N/A N/A 231 N/A 0 0 0 0 -505 -96 0 12 0 -3 550 N/A 1,933 1,637 N/A N/A 521 419 497 N/A 5,007 3,370 1,071 0 0 21 0 4,462 550 N/A BUILDING LINE TENT 40' - 0" 17' - 4" ROOF GABLE EXCEPTION (3.b.ii) E N I L Y T R E P O R P @ 1 T N E T MAX BUILDING HT  27' - 10" (650.13') UPPER LEVEL CLG  20' - 0" NEW UPPER LEVEL  11' - 0" E N I L Y T R E P O R P @ E N I L G N D L I U B I " 0 - ' 5 1 H.P. OF GRADE = 620' ENTRY LEVEL  0" (622.3') BUILDING COVERAGE INFORMATION Note: Building Coverage means the area of a lot covered by buildings or roofed areas, but excludes ground level paving, landscaping, open recreational facilities, incidental projecting eaves, balconies, and similar features. Pools, ponds, and fountains are not included in this measurement (LDC 25-1-21). AVG. NATURAL GRADE  618' - 1 1/2" (618.13') B.L. = 620' 40' - 0" 40' - 0" 40' - 0" TENT 3 = 618.5' 35' - 10" TENT 1 = 620.5' TENT 2 = 619.8' (SQ. FT.) 2,784 (SQ. FT.) 3,370 % OF LOT SIZE 25.1% % OF LOT SIZE 30.4% IMPERVIOUS COVERAGE INFORMATION Note: Impervious cover is the total horizontal area of covered spaces, paved areas, walkways, and driveways. The term excludes pools, ponds, fountain, and areas with gravel placed over pervious surFaces that are used only for landscaping or by pedestrians (LDC 25-1-23). EXISTING IMPERVIOUS COVER PROPOSED IMPERVIOUS COVER (SQ. FT.) 4,465 (SQ. FT.) 4,462 % OF LOT SIZE 40.3% % OF LOT SIZE 40.3% GROSS FLOOR AREA CITY OF AUSTIN - SUBCHAPTER F This section is only required for projects located within the Residential Design and Compatibility Standards Ordinance Boundaries as defined and illustrated in Title 25-2 Subchapter F of the Land Development Code. The Gross Floor Area of each floor is measured as the area contained within the outside edge of the exterior walls. EXISTING 1,578 SQ. FT. EXEMPTION TOTAL 1,933 SQ.FT. 1ST FLOOR 2ND FLOOR 3RD FLOOR AREA W/ CEILINGS > 15' BASEMENT ATTIC GARAGE (ATTACHED) CARPORT (ATTACHED) CARPORT (DETACHED) ACCESSORY BUILDINGS (DETACHED) N/A N/A N/A N/A N/A N/A N/A N/A N/A GROUND FLOOR PORCH 685 SQ.FT. 926 SQ. FT. 0 SQ. FT. GARAGE (DETACHED) 521 SQ. FT. 450 SQ. FT. 71 SQ. FT. 1,637 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A NEW 355 1,637 N/A N/A 241 N/A N/A N/A N/A N/A N/A N/A 2,233 32.9 TOTALS 2,784 SQ. FT. 1366 SQ.FT. 3,641 SQ. FT. (TOTAL GROSS FLOOR AREA/LOT SIZE) X 100 FLOOR-TO-AREA-RATIO (FAR) TREE PERMIT NOTES • • THE SCOPE OF WORK OUTLINED IN THESE DOCUMENTS DOES NOT INTERFERE WITH THE 1/2 CRITICAL ROOT ZONES OF THE EXISTING PROTECTED TREES ON THIS LOT, EXCEPT WHERE NEW CONCRETE RIBBON DRIVEWAY IS PROPOSED. ANY DIGGING REQUIRED FOR NEW CONCRETE DRIVEWAY IS NOT TO EXCEED 4" WHERE IN THE 1/2 CRIICAL ROOT ZONE OF ADJACENT PROTECTED TREES. UTILITY TRENCHING AS REQUIRED FOR THE SCOPE OF WORK PROPOSED IN THESE DOCUMENTS SHALL AVOID ALL PROTECTED TREE 1/2 CRZS SITE PLAN REFLECTS SURVEY INFORMATION PROVIDED BY DAVID L. ELZY R.P.LS. # 4675 AT WESTAR ALAMO LAND SURVEYORS, LLC. DATED 11/10/2020. SURVEY WAS PROVIDED TO ARCHITECT BY OWNERS DAVID ROWE AND ROCKY MOUNTAIN HIGH POINT OF GRADE LOW POINT OF GRADE = 620' = 616.25' AVERAGE NATURAL GRADE = (620' + 616.25') /2 = 618.13' L.P. OF GRADE = 616.25' GARAGE - UPPER LEVEL  -3' - 2" GARAGE F.F.E.  -4' - 2" (618.3') AVG. NATURAL GRADE  618' - 1 1/2" (618.13') TENT 3 = 617' WEST ELEVATION - SUBCHAPTER F COMPLIANCE DIAGRAM  SCALE: 1/8" = 1'-0" 2 DO NOT DIG MORE THAN THE ALLOWED 4" MAX. FOR NEW CONCRETE PAD DRIVE WITHIN THE 1/2" CRITICAL ROOT ZONE S 27°50'28" W 155.13' (S 30°01' W) PROPERTY LINE 18" OAK 22" OAK 620 5'-0" SIDE YARD SET BACK 8 1 6 28" OAK 7 1 6 6 1 6 L.P. OF GRADE = 616.25' 19" OAK K C A B T E S D R A Y T N O R F " 0 - 5' 2 EXTEND STONE CHIMNEY AND FLUE WITH SECOND LEVEL ADDITION - REFER TO EXTERIOR ELEVATIONS 8 61 9 1 6 H.P. OF GRADE = 620' W H IP DO NOT DIG MORE THAN THE ALLOWED 4" MAX. FOR NEW CONCRETE RIBBON DRIVE WITHIN THE 1/2" CRITICAL ROOT ZONE 7 1 6 . T S D N 2 3 . W NEW GRAVEL WALKWAY (PERVIOUS) 6" HALF ROUND GUTTER AND DOWNSPOUT, TYPICAL NEW STANDING SEAM METAL ROOF OVER EXISTING PORCH 2' .8 9 6 E " 9 4'3 3 ° 1 ) E 8' 1 ° 9 4 S ( S 5 E N I L Y T R E P O R P FOOTPRINT AND GROUND LEVEL AREA OF EXISTING NON-COMPLIANT STRUCTURE TO REMAIN; NEW ROOF IN EXISTING LOCATION 3 0 0 1 - A 620 E G D R I RIDGE RIDGE RIDGE NEW CONCRETE RIBBON DRIVE 9 1 6 " 0 - ' 1 / " 2 E P O L S HIP CRICKET 620 9" / 1'-0" SLOPE RIDGE 9" / 1'-0" SLOPE OUTLINE OF 2ND FLOOR BELOW " 0 - ' 1 / " 2 E P O L S HIP Y E L L A V 2" / 1'-0" SLOPE 2" / 1'-0" SLOPE V A L L E Y RIDGE " 0 - ' 1 / " 9 E P O L S " 0 - ' 1 / " 9 E P O L S H IP E P O L S " 0 - ' 1 / " 2 4 0 0 1 - A E U E U E U E U E U EXT'G. GARAGE TO REMAIN NEW CONCRETE DRIVEWAY PAD UE UE UE UE UE NEW UNDERGROUND ELECTRIC 3 . 8 1 6 . = F . F . V E L E NEW GRAVEL DRIVEWAY (IMPERVIOUS) 6" HALF ROUND GUTTER AND DOWNSPOUT, TYPICAL 6 9 1 UE E U E U E U E U EXISTING OVERHEAD ELECTRIC LINE TO BE REMOVED DURING DEMOLITION AND RELOCATED TO NEW WEATHERHEAD AND METER ON WEST SIDE OF BUILDING NEW POOL BY OTHERS 8 1 6 6 1 6 ' . 4 6 8 6 W ' " 2 3 1 5 ° 1 6 N ) ' W 1 4 ° 9 5 N ( K C A B T E S D R A Y R A E R " 0 - ' 0 1 7 1 6 25" PECAN HIP V A L L E Y OUTLINE OF 2ND FLOOR BELOW NEW STANDING SEAM METAL ROOF RELOCATED OVERHEAD ELECTRIC TO NEW WEATHERHEAD AND METER EXISTING POWER POLE E N I L Y T R E P O R P 35" OAK H.P. OF GRADE = 620' BUILDING LINE = 620' 40' - 0" OUTLINE OF 1ST FLOOR BELOW 1 2 6 A/C A/C 2 0 0 1 - A TENT 1 = 620.5' OHE UE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE N 27°50'28" E 167.59' E U UE UE UE UE 5'-0" SIDE YARD SET BACK 9" CYPRESS 620 OHE OHE OHE 40' - 0" (N 30°01' E) OHE OHE OHE OHE TENT 2 = 619.8' 40' - 0" PROPERTY LINE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE SITE PLAN EXT'G. OVERHEAD ELEC. ON ADJACENT PROPERTY TENT 3 = 618.5' 35' - 10" TENT 4 = 617' NEW WEATHER HEAD AND ELECTRIC METER EXT'G. POWER POLE ON ADJACENT PROPERTY ROOF AND SITE PLAN  SCALE: 1/8" = 1'-0" 1 N N TRUE NORTH PLAN NORTH 1 0 3 / 0 0 3 E T U S I , Y A W K R A P L A C D E M 1 1 1 4 I 6 5 7 8 7 X T , I N T S U A 2 2 0 0 . 9 7 4 . 2 1 5 : T 8 6 6 4 . 7 7 4 . 2 1 5 : F m o c . r e m o b n e t s . w w w i I I O T N O T D D A D N A N O T A V O N E R A I I E C N E D S E R E W O R N A T N U O M I 3 0 7 8 7 X T , I N T S U A , . T S D N 2 3 T S E W 9 1 5 1 ISSUED FOR PERMIT 8/19/2021 DATE: DRAWN: SCALE: 8/19/2021 BP/HW/MB AS NOTED No. Description Date A-100 EXT'G GRAVEL DRIVEWAY K C A B T E S T O L E D S " 0 - ' 5 I WH EXT'G LAUNDRY EXT'G BATH 1 5 6 EXT'G HALL 8 EXT'G BEDROOM 3 7 O H E 10 O H E O H E 15 O H E 13 O H E O H E 10 O H E O H E EXT'G DETACHED GARAGE 12 E N I L Y T R E P O R P 0 2 6 2 A-100 621 K C A B T E S D R A Y E D S I ' 5 8 1 6 7 1 6 616 E N I L Y T R E P O R P 10'-0" REAR LOT SETBACK 6 1 6 PROPERTY LINE EXT'G. STONE WALL 0 2 6 1 A-200 1 UP EXT'G FRONT PORCH 25'-0" FRONT YARD SET BACK EXISTING FFE = 621.3' EXT'G KITCHEN EXT'G DINING EXT'G LIVING ROOM 4 3 EXISTING FFE = 622.3' 2 DEMOLITION KEYED NOTES EXISTING FRONT PORCH: EXISTING FOOT PRINT, F.F.E. AND CONCRETE FLOOR TO REMAIN AND REPAIR AS REQUIRED; DEMOLITION AS INDICATED; REMOVE EXISTING ROOF AND FRAMING AND PREP FOR NEW AT EXT'G HEIGHT AND FOOTPRINT; REMOVE EXISTING PORCH COLUMNS AND PREP FOR NEW. EXISTING LIVING ROOM: DEMOLITION AS INDICATED; REMOVE EXISTING WINDOWS AND INTERIOR WALLS WHERE INDICATED AND PREP FOR NEW; REMOVE EXISTING FLOORING AND SUBFLOOR AND PREP FOR NEW PIERS AND FOUNDATION FRAMING PER STRUCTURAL DRAWINGS; REMOVE EXISTING CEILING, ROOF AND FRAMING AND PREP FOR NEW SECOND LEVEL ADDITION AND NEW PORCH ROOF STRUCTURE; PREP EXISTING FIRE PLACE FOR NEW FINISH PER OWNER SELECTION. 6 1 9 EXISTING DINING ROOM: DEMOLITION AS INDICATED; REMOVE EXISTING WINDOWS AND INTERIOR WALLS WHERE INDICATED AND PREP FOR NEW; REMOVE EXISTING FLOORING AND SUBFLOOR AND PREP FOR NEW PIERS AND FOUNDATION FRAMING PER STRUCTURAL DRAWINGS; REMOVE EXISTING CEILING, ROOF AND FRAMING AND PREP FOR SECOND LEVEL ADDITION AND NEW PORCH ROOF STRUCTURE. EXISTING KITCHEN: DEMOLITION AS INDICATED; REMOVE CABINETRY, COUNTERTOPS, APPLIANCES, PLUMBING FIXTURES, FLOORING AND SUBFLOOR AND PREP FOR NEW PIERS AND FOUNDATION FRAMING PER STRUCTURAL DRAWINGS; REMOVE EXISTING CEILING, ROOF AND FRAMING AND PREP FOR NEW SECOND LEVEL ADDITION AND NEW PORCH ROOF STRUCTURE; PREP FOR NEW OFFICE AND MASTER CLOSET. EXISTING LAUNDRY: DEMOLITION AS INDICATED; REMOVE EXISTING WATER HEATER, PLUMBING FIXTURES, FLOORING AND SUBFLOOR AND PREP FOR NEW PIERS AND FOUNDATION FRAMING PER STRUCTURAL DRAWINGS; REMOVE EXISTING CEILING, ROOF AND FRAMING AND PREP FOR NEW SECOND LEVEL ADDITION; PREP FOR MASTER BATHROOM AND MASTER CLOSET. EXISTING BATHROOM #1 & #2: DEMOLITION AS INDICATED; REMOVE EXISTING CABINETRY, COUNTERTOPS, PLUMBING FIXTURES AND FITTINGS; REMOVE EXISTING CEILING AND ROOF FRAMING AND PREP FOR NEW SECOND LEVEL ADDITION AND CEILING; PREP FOR NEW BATH WITH NEW CABINETRY, PLUMBING FIXTURES AND TILED TUB / SHOWER; PREP FOR NEW MASTER BATHROOM AND MASTER BEDROOM. EXISTING BEDROOM #1, #2 & #3: DEMOLITION AS INDICATED; REMOVE EXISTING EXTERIOR WALL AND PREP FOR EXPANSION; REMOVE EXISTING CEILING, ROOF AND FRAMING AND PREP FOR NEW SECOND LEVEL ADDITION AND CEILING; REMOVE WINDOWS. EXISTING HALLWAY: DEMOLITION AS INDICATED; REMOVE EXISTING WINDOWS AND INTERIOR WALLS WHERE INDICATED AND PREP FOR NEW; REMOVE EXISTING FLOORING AND SUBFLOOR AND PREP FOR NEW PIERS AND FOUNDATION FRAMING PER STRUCTURAL DRAWINGS; REMOVE EXISTING CEILING, ROOF AND FRAMING AND PREP FOR NEW SECOND LEVEL ADDITION. EXISTING BACK PORCH: DEMOLITION AS INDICATED; REMOVE EXISTING WINDOWS, FOUNDATION (AS REQUIRED) AND ROOF AND PREP FOR EXPANSION / NEW KITCHEN. EXISTING GRAVEL DRIVE: REMOVE EXISTING GRAVEL DRIVEWAY AND PREP FOR NEW CONCRETE RIBBON DRIVEWAY CONCRETE PAD ADJACENT TO EXT'G. DETACHED GARAGE; TAKE CARE TO PROTECT 1/2" CRITICAL ROOT ZONE OF PROTECTED TREES - REFER TO SITE PLAN. AREA OF EXPANSION: REMOVE EXISTING HVAC UNIT AND PREP FOR NEW IN NEW LOCATION; REMOVE EXISTING ELECTRIC METER AND OVERHEAD ELECTRIC LINES AND PREP FOR NEW IN NEW LOCATION; PREP AREA FOR NEW ADDITION - REFER TO NEW FLOOR PLAN. EXISTING DETACHED GARAGE: EXISTING GARAGE TO REMAIN; REMOVE EXISTING OVERHEAD ELECTRIC AND PREP FOR NEW UNDERGROUND ELECTRIC EXISTING OVERHEAD ELECTRICAL AND ELECTRICAL METER TO BE REMOVED; PREP FOR NEW IN NEW LOCATION - REFER TO NEW LIGHTING AND POWER PLANS EXISTING HVAC UNIT AND CONCRETE PAD TO BE REMOVED; PREP FOR NEW IN NEW LOCATION - REFER TO CONSTRUCTION PLAN. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 EXT'G GRAVEL DRIVE 10 2 A-200 15 619 10 REFER TO SHEET A-002 FOR GENERAL SPECIFICATIONS AND SCOPE NOTES DEMOLITION LEGEND EXISTING WALL CONSTRUCTION TO REMAIN DENOTES AREAS TO BE DEMOLISHED DENOTES EXISTING NON-COMPLIANT STRUCTURE TO REMAIN DENOTES AREAS OF EXPANSION AREA OF PROPOSED SECOND FLOOR ADDITION ABOVE DENOTES 1/2" CRITICAL ROOT ZONE 1 0 3 / 0 0 3 E T U S I , Y A W K R A P L A C D E M 1 1 1 4 I 6 5 7 8 7 X T , I N T S U A 2 2 0 0 . 9 7 4 . 2 1 5 : T 8 6 6 4 . 7 7 4 . 2 1 5 : F m o c . r e m o b n e t s . w w w i I I O T N O T D D A D N A N O T A V O N E R A I I E C N E D S E R E W O R N A T N U O M I 3 0 7 8 7 X T , I N T S U A , . T S D N 2 3 T S E W 9 1 5 1 ISSUED FOR PERMIT 8/19/2021 DATE: DRAWN: SCALE: 8/19/2021 BP/HW/MB AS NOTED No. Description Date ENTRY LEVEL DEMOLITION FLOOR PLANS A-101 EXT'G BEDROOM 1 EXT'G BEDROOM 2 7 7 15 EXISTING STONE WALL TO BE REMOVED EXT'G BATH 1 6 14 E H O 13 A E H O E H O E H O E H O E H O E H O E H O AREA OF EXPANSION 11 3 A-200 EXT'G BACK PORCH 9 0 2 6 O H E 13 O H E O H E O H E O H E 15 O H E O H E O H E N N TRUE NORTH PLAN NORTH DEMOLITION GARAGE FLOOR PLAN  SCALE: 1/4" = 1'-0" 2 N N TRUE NORTH PLAN NORTH DEMOLITION FLOOR PLAN  SCALE: 1/4" = 1'-0" 1 NOTE: ALL DIMENSIONS OF EXISTING WALLS ARE TO THE FINISHED FACE OF WALL. VERIFY ALL EXISTING WALL CONDITIONS 2 9 8 1 DEMOLITION KEYNOTES 9 7 10 4 6 4 4 4 4 4 DEMO EXTERIOR ELEVATION - WEST  SCALE: 1/4" = 1'-0" 4 10 EXT'G. CONCRETE PORCH TO REMAIN DEMOLITION LEGEND DENOTES AREAS OF DEMOLITION DENOTES DEMOLITION OF EXTERIOR FINISH ONLY; EXT'G. WALL FRAMING TO REMAIN DENOTES AREA OF EXISTING, NON COMPLIANT WALL TO REMAIN; DEMOLITION OF EXTERIOR FINISH ONLY; EXT'G. WALL FRAMING TO REMAIN REMOVE EXISTING EAVES, FASCIAS, ROOF AND FRAMING, ECT. AND PREP FOR NEW RAISED ROOF EXT'G. CHIMNEY TO REMAIN; REPAIR & WATERPROOF ALL AREAS THAT ARE EXISTING TO REMAIN; PREP FOR NEW, RAISED MASONRY CHIMNEY, FLUE AND CHIMNEY CAP. REMOVE EXISTING WINDOWS AND PREP FOR NEW WINDOWS REMOVE SIDING, WINDOWS, DOORS AND EXISTING WALLS AND PREP FOR NEW FRAMING REMOVE WINDOWS, DOORS AND EXISTING WALL AND PREP FOR SOUTH EXTENSION EXISITNG NON-COMPLIANT WALL TO REMAIN REMOVE EXISTING COLUMNS AND PREP FOR NEW COLUMNS REMOVE EXTERIOR PORCH AND PREP FOR NEW WALLS, WINDOWS AND DOORS EXT'G. PORCH ROOF TO BE REMOVED AND REPAIRED; PREP FOR NEW PORCH ROOF AT EXISTING PLATE HEIGHT AND EXISTING FOOTPRINT. ENTRY LEVEL CLG. HGT. (EXT'G)  9' - 0" 2 ENTRY LEVEL  0" ENTRY LEVEL CLG. HGT. (EXT'G)  9' - 0" ENTRY LEVEL  0" 1 1 2 3 4 5 6 7 8 9 8 4 DEMO EXTERIOR ELEVATION - SOUTH  SCALE: 1/4" = 1'-0" 3 1 0 3 / 0 0 3 E T U S I , Y A W K R A P L A C D E M 1 1 1 4 I 6 5 7 8 7 X T , I N T S U A 2 2 0 0 . 9 7 4 . 2 1 5 : T 8 6 6 4 . 7 7 4 . 2 1 5 : F m o c . r e m o b n e t s . w w w i I I O T N O T D D A D N A N O T A V O N E R A I I E C N E D S E R E W O R N A T N U O M I 3 0 7 8 7 X T , I N T S U A , . T S D N 2 3 T S E W 9 1 5 1 DEMOLITION EXTERIOR ELEVATIONS A-200 ISSUED FOR PERMIT 8/19/2021 DATE: DRAWN: SCALE: 8/19/2021 BP/HW/MB AS NOTED No. Description Date ENTRY LEVEL CLG. HGT. (EXT'G)  9' - 0" 6 5 1 9 2 2 4 4 ENTRY LEVEL CLG. HGT. (EXT'G)  9' - 0" 1 8 4 3 2 3 4 10 ENTRY LEVEL  0" 7 10 7 ENTRY LEVEL  0" 3 3 3 3 DEMO EXTERIOR ELEVATION - EAST  SCALE: 1/4" = 1'-0" 2 DEMO EXTERIOR ELEVATION - NORTH  SCALE: 1/4" = 1'-0" 1 KEYED NOTES STANDING SEAM METAL ROOF. 1 2 3 4 5 6 7 8 9 PAINTED HARDIE PLANK ARTISAN LAP SIDING; MITER OUTSIDE CORNERS. WOOD COLUMNS, PER STRUCTURAL DRAWINGS; CLAD W/ PAINTED HARDIE TRIM. EXISTING CHIMNEY MASONRY, TYP. STONE MASONRY VENEER TO MATCH AT NEW. PAINTED HARDIE TRIM, TYP. 6" PAINTED HALF-ROUND GUTTER AND DOWNSPOUTS, TYP. FLASHING, TYP. PARGE EXPOSED CONCRETE, TYP. METAL CHIMNEY CAP, TYP. 10 CODE COMPLIANT WOOD HANDRAIL AND WOOD BALLUSTERS, LAYOUT AND DESIGN PER OWNER'S SELECTION. 11 CONCRETE STEPS TO GRADE. 1'-0" 1'-0" 9" 9" 1 1 1'-0" 2" 1' - 0 3/4" 5 3/4" E E E E E E 2' - 5 3/4" 5 D UPPER LEVEL CLG  20' - 0" 1'-0" 2" " 2 / 1 7 - ' 0 3 E D A R G L A R U T A N . G V A O T E G D R T S E H G H I I 1'-0" 2 1/2" 6 3/4" 1' - 1" 02 01 02 02 01 02 1'-0" 2" 1' - 4 1/4" NEW UPPER LEVEL  11' - 0" ENTRY LEVEL CLG. HGT. (EXT'G)  9' - 0" SOUTH ELEVATION  SCALE: 1/4" = 1'-0" 2 9 4 6 2 7 1 6 5 3 2 4 8 5 7 5 2 7 5 2 3 8 " 0 - ' 9 " 0 - ' 2 " 0 - ' 9 " 0 - ' 9 " 0 - ' 2 " 0 - ' 9 ENTRY LEVEL  0" AVG. NATURAL GRADE  618' - 1 1/2" UPPER LEVEL CLG  20' - 0" ENTRY LEVEL  0" AVG. NATURAL GRADE  618' - 1 1/2" 3 10 03 1 1 04 11 C B 3 3 NORTH ELEVATION  SCALE: 1/4" = 1'-0" 1 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 9" 9" 9" 9" 9" 9" 9" 9" G G G G 1' - 2 1/2" C C C 1' - 0" " 2 / 1 7 - ' 0 3 E D A R G L A R U T A N . G V A O T E G D R T S E H G H I I 1'-0" 2" 6 3/4" B C B 1'-0" 2" B 6 3/4" NEW UPPER LEVEL  11' - 0" ENTRY LEVEL CLG. HGT. (EXT'G)  9' - 0" NOTE: REFER TO SHEET A-002 FOR GENERAL NOTES AND SPECIFICATIONS 6 5 2 7 2 3 10 9 4 7 6 7 6 3 1 0 3 / 0 0 3 E T U S I , Y A W K R A P L A C D E M 1 1 1 4 I 6 5 7 8 7 X T , I N T S U A 2 2 0 0 . 9 7 4 . 2 1 5 : T 8 6 6 4 . 7 7 4 . 2 1 5 : F m o c . r e m o b n e t s . w w w i I I O T N O T D D A D N A N O T A V O N E R A I I E C N E D S E R E W O R N A T N U O M I 3 0 7 8 7 X T , I N T S U A , . T S D N 2 3 T S E W 9 1 5 1 ISSUED FOR PERMIT 8/19/2021 DATE: DRAWN: SCALE: 8/19/2021 BP/HW/MB AS NOTED No. Description Date EXTERIOR ELEVATIONS A-201 KEYED NOTES STANDING SEAM METAL ROOF. 1 2 3 4 5 6 7 8 9 PAINTED HARDIE PLANK ARTISAN LAP SIDING; MITER OUTSIDE CORNERS. WOOD COLUMNS, PER STRUCTURAL DRAWINGS; CLAD W/ PAINTED HARDIE TRIM. EXISTING CHIMNEY MASONRY, TYP. STONE MASONRY VENEER TO MATCH AT NEW. PAINTED HARDIE TRIM, TYP. 6" PAINTED HALF-ROUND GUTTER AND DOWNSPOUTS, TYP. FLASHING, TYP. PARGE EXPOSED CONCRETE, TYP. METAL CHIMNEY CAP, TYP. UPPER LEVEL CLG  20' - 0" 11 CONCRETE STEPS TO GRADE. 10 CODE COMPLIANT WOOD HANDRAIL AND WOOD BALLUSTERS, LAYOUT AND DESIGN PER OWNER'S SELECTION. 1 1'-0" 1 1/2" 9 CRICKET 1 1'-0" 9" 6 F 4 7 3/4" 1'-0" 9" 7 1 5 6 2 5 3/4" W E N I G N T S X E I I F V 1'-0" 1 2" 1' - 0 3/4" 2' - 5 3/4" E E 5 3/4" 2 2 A A A B B 2 2 6 5 7 1'-0" 1 1 1/2" 1' - 11 3/4" SLOPE 1/8" PER 1'-0" " 2 / 1 7 - ' 0 3 E D A R G L A R U T A N . G V A O T E G D R T S E H G H I I 6 5 3 2 10 11 8 9 4 1 1'-0" 7" 9" 5" 7 2 7 1'-0" 9" F 5" 1' - 0" 2 1 2 2 A A 1 1'-0" 2" " 2 / 1 7 - ' 0 3 E D A R G L A R U T A N . G V A O T E G D R T S E H G H I I 7" 6 5 3 " 0 - ' 9 " 0 - ' 2 " 0 - ' 9 6 5 3 7 3/4" NEW UPPER LEVEL  11' - 0" ENTRY LEVEL CLG. HGT. (EXT'G)  9' - 0" ENTRY LEVEL  0" AVG. NATURAL GRADE  618' - 1 1/2" EAST ELEVATION  SCALE: 1/4" = 1'-0" 2 A A 1' - 0" 5 7 1 2 1'-0" 1 1/2" 1' - 11" NEW UPPER LEVEL  11' - 0" ENTRY LEVEL CLG. HGT. (EXT'G)  9' - 0" UPPER LEVEL CLG  20' - 0" " 0 - ' 9 " 0 - ' 2 6 5 3 8 10 11 " 0 - ' 9 SLOPE 1/8" PER 1'-0" ENTRY LEVEL  0" AVG. NATURAL GRADE  618' - 1 1/2" WEST ELEVATION  SCALE: 1/4" = 1'-0" 1 NOTE: REFER TO SHEET A-002 FOR GENERAL NOTES AND SPECIFICATIONS 1 0 3 / 0 0 3 E T U S I , Y A W K R A P L A C D E M 1 1 1 4 I 6 5 7 8 7 X T , I N T S U A 2 2 0 0 . 9 7 4 . 2 1 5 : T 8 6 6 4 . 7 7 4 . 2 1 5 : F m o c . r e m o b n e t s . w w w i I I O T N O T D D A D N A N O T A V O N E R A I I E C N E D S E R E W O R N A T N U O M I 3 0 7 8 7 X T , I N T S U A , . T S D N 2 3 T S E W 9 1 5 1 ISSUED FOR PERMIT 8/19/2021 DATE: DRAWN: SCALE: 8/19/2021 BP/HW/MB AS NOTED No. Description Date EXTERIOR ELEVATIONS A-202 SEE A-002 FOR GENERAL NOTES LEGEND NEW CONSTRUCTION (FRAMING & FINISH) EXT'G. CONSTRUCTION TO REMAIN (FRAMING & FINISH) MAX BUILDING HT  ( 650.13' ) 27' - 10" UPPER LEVEL CLG  20' - 0" 1 0 3 / 0 0 3 E T U S I , Y A W K R A P L A C D E M 1 1 1 4 I 6 5 7 8 7 X T , I N T S U A 2 2 0 0 . 9 7 4 . 2 1 5 : T 8 6 6 4 . 7 7 4 . 2 1 5 : F m o c . r e m o b n e t s . w w w i I I O T N O T D D A D N A N O T A V O N E R A I I E C N E D S E R E W O R N A T N U O M I 3 0 7 8 7 X T , I N T S U A , . T S D N 2 3 T S E W 9 1 5 1 MAX BUILDING HT  27' - 10" UPPER LEVEL CLG  20' - 0" NEW UPPER LEVEL  11' - 0" ENTRY LEVEL CLG. HGT. (EXT'G)  9' - 0" ENTRY LEVEL  0" AVG. NATURAL GRADE  618' - 1 1/2" 1'-0" 2" 1'-0" 9" 1'-0" 2" " 0 - ' 9 PLAYROOM BATH #2 BATH 1 NEW COVERED PORCH NEW DINING STAIR LIVING ROOM " 0 - ' 9 EXT'G COVERED PORCH " 0 - ' 0 1 1'-0" 2 1/2" NEW UPPER LEVEL  11' - 0" ENTRY LEVEL CLG. HGT. (EXT'G)  9' - 0" ISSUED FOR PERMIT 8/19/2021 DATE: DRAWN: SCALE: 8/19/2021 BP/HW/MB AS NOTED No. Description Date ENTRY LEVEL  0" ( 622.3' ) AVG. NATURAL GRADE  618' - 1 1/2" BUILDING SECTIONS A-301 BUILDING SECTION 01  SCALE: 1/4" = 1'-0" 1 VARIES VARIES 3' - 0" 3' - 0" 6' - 0" 6' - 0" 3' - 0" 1' - 6" 1' - 6" " 0 - ' 8 " 0 - ' 8 " 0 - ' 8 " 0 - ' 8 " 0 - ' 8 " 4 - ' 1 " 8 - ' 6 " 0 - ' 8 06A 06B 06C 06D 4 0 2 8 PAINTED, SOLID CORE INTERIOR, POCKET DOOR; STYLE AND FINISH PER OWNER SELECTION 6 0 2 8 PAINTED, SOLID CORE INTERIOR, POCKET DOOR; STYLE AND FINISH PER OWNER SELECTION 0 0 3 8 PAINTED, SOLID CORE INTERIOR, POCKET DOOR; STYLE AND FINISH PER OWNER SELECTION 4 8 2 6 PAINTED, SOLID CORE INTERIOR, POCKET DOOR; STYLE AND FINISH PER OWNER SELECTION 05A 05B 05C 05D 6 0 2 8 PAINTED, SOLID CORE INTERIOR, SWING DOOR; STYLE AND FINISH PER OWNER SELECTION 4 0 2 8 PAINTED, SOLID CORE INTERIOR, SWING DOOR; STYLE AND FINISH PER OWNER SELECTION 8 0 2 8 PAINTED, SOLID CORE INTERIOR, SWING DOOR; STYLE AND FINISH PER OWNER SELECTION 0 0 3 8 PAINTED, SOLID CORE INTERIOR, SWING DOOR; STYLE AND FINISH PER OWNER SELECTION 04 0 8 3 6 EXTERIOR, SOLID CORE, WOOD, SWING DOOR W/ SIDELITES AND TRANSOM ABOVE W/ DIVIDED LITES; STYLE AND FINISH PER OWNER SELECTION 03 0 0 3 8 EXTERIOR, FULL-LITE GLASS, SWING DOOR WITH DIVIDED LITES; STYLE AND FINISH PER OWNER SELECTION 02 0 0 3 8 EXTERIOR, FULL-LITE GLASS, FIXED DOOR WITH DIVIDED LITES; STYLE AND FINISH PER OWNER SELECTION 01 0 0 6 8 PAIR OF (3'-0" X 8'-0") EXTERIOR, FULL-LITE GLASS SWING DOORS WITH DIVIDED LITES; STYLE AND FINISH PER OWNER SELECTION DOOR TYPES  SCALE: 3/8" = 1'-0" WINDOW LEGEND WINDOW TYPE A B C D E F G SIZE (NOMINAL) MANUF. STYLE MODEL OPERATION 3' - 0" X 4' - 6" 3' - 6" X 6' - 0" 3' - 6" X 5' - 0" 2' - 0" X 3' - 0" 3' - 0" X 4' - 6" 2' - 6" X 3' - 6" 2' - 6" X 3' - 0" JELD-WEN JELD-WEN JELD-WEN JELD-WEN JELD-WEN JELD-WEN JELD-WEN SITELINE: ALUMINUM CLAD, WOOD WINDOW W/DIVIDED LIGHTS SITELINE: ALUMINUM CLAD, WOOD WINDOW W/ DIVIDED LIGHTS SITELINE: ALUMINUM CLAD, WOOD WINDOW W/ DIVIDED LIGHTS SITELINE: ALUMINUM CLAD, WOOD WINDOW W/ DIVIDED LIGHTS SITELINE: ALUMINUM CLAD, WOOD WINDOW W/ DIVIDED LIGHTS SITELINE: ALUMINUM CLAD, WOOD WINDOW W/ DIVIDED LIGHTS SITELINE: ALUMINUM CLAD, WOOD WINDOW W/ DIVIDED LIGHTS SCD3552 SCD4172 SCD4160 SCDP2536 SCDP3552 SCDP3152 SCDP3136 DOUBLE HUNG DOUBLE HUNG DOUBLE HUNG FIXED FIXED FIXED FIXED 2' - 6" 2' - 6" " 0 - ' 3 " 2 / 1 1 - ' 0 1 " 2 / 1 1 - ' 3 1 " 6 - ' 3 " 6 - ' 6 " 0 - ' 0 1 3' - 0" 2' - 0" 3' - 6" 3' - 6" 3' - 0" " 6 - ' 4 " 6 - ' 3 " 0 - ' 8 " 0 - ' 3 " 0 - ' 5 " 0 - ' 8 " 0 - ' 8 " 0 - ' 5 " 0 - ' 3 " 0 - ' 8 " 0 - ' 6 " 0 - ' 2 " 0 - ' 8 " 6 - ' 4 " 6 - ' 3 WINDOW TYPES  SCALE: 1/4" = 1'-0" G F E D C B A 1 0 3 / 0 0 3 E T U S I , Y A W K R A P L A C D E M 1 1 1 4 I 6 5 7 8 7 X T , I N T S U A 2 2 0 0 . 9 7 4 . 2 1 5 : T 8 6 6 4 . 7 7 4 . 2 1 5 : F m o c . r e m o b n e t s . w w w i I I O T N O T D D A D N A N O T A V O N E R A I I E C N E D S E R E W O R N A T N U O M I 3 0 7 8 7 X T , I N T S U A , . T S D N 2 3 T S E W 9 1 5 1 ISSUED FOR PERMIT 8/19/2021 DATE: DRAWN: SCALE: 8/19/2021 BP/HW/MB AS NOTED No. Description Date DOOR AND WINDOW TYPES AND WINDOW SCHEDULE A-501 (N) 2- 1 3/4X7 1/4 LVL (N) 2- 1 3/4X7 1/4 LVL 8 X 2 - 2 ) N ( (N) 2- 1 3/4X11 1/4 LVL (N) 2- 1 3/4X11 1/4 LVL RIDGE RIDGE 5 S-403 SIM. 5 S-403 5 S-403 5 S-403 SIM. (N) 2- 2X10 L V L 4 / 1 7 X 4 / 3 1 - 3 ) N ( L V L 4 / 1 7 X 4 / 3 1 - 3 ) N ( I E G D R L V L 4 1 X 4 3 1 / - 3 ) N ( (N) 3- 2X12 (N) 2- 2X10 L V L 4 / 1 1 1 X 4 / 3 1 - 2 ) N ( 5 S-403 SIM. 5 S-403 5 S-403 5 S-403 SIM. 1 ROOF FRAMING PLAN - GARAGE SCALE: 1/4" = 1'-0" PLAN NOTES: 1. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF ROOF SLOPES, HIPS, VALLEYS, AND RIDGES NOT SPECIFICALLY DIMENSIONED. 2. VERIFY AND COORDINATE ALL DIMENSIONS W/ ARCHITECTURAL DRAWINGS. SPECIES. NOTED OTHERWISE. BUILDING CODE. 3. SEE STRUCTURAL NOTES FOR WALL FRAMING SIZES, SPACING, AND 4. ALL STICK FRAMING FOR CANOPIES, PORCHES, AND OVERHANGS ARE 2x6 @ 24"O.C., UNLESS NOTED OTHERWISE. 5. ALL OVERBUILD FRAMING MEMBERS ARE 2x6 @ 24"O.C., UNLESS 6. ROOF DIAPHRAM SHALL BE INSTALLED AS DIAPHRAM AS DEFINED BY 4 S-403 1 S-403 HIGH 2 S-403 4 S-403 4 S-403 3 SIM. S-403 TPBE Firm F-12778 210 Barton Springs Rd. Ste. 250 Austin, TX 78704 (512) 474 4001 Project # 9210007 4 S-403 1 S-403 2 S-403 4 S-403         T                     A     X E OF TE T A INTERIM S REVIEW   DOCUMENTS JAMIE BUCHANAN P 92680 (NOT INTENDED FOR BIDDING, PERMIT OR CONSTRUCTION D PURPOSES) ICE N S E L R E S         O F                                        G IN SION LA JAMIE BUCHANAN, P.E. TEXAS REGISTRATION No: 92680 DATE: E N S      R E E 7.3 8.19.21 2 0 2 B E T U S I . E V A S S E R G N O C S 0 0 4 1 4 0 7 8 7 X T , I N T S U A m o c . r e m o b n e t s . w w w i 2 2 0 0 . 9 7 4 . 2 1 5 : T 8 6 6 4 . 7 7 4 . 2 1 5 : F I I O T N O T D D A D N A N O T A V O N E R A I I E C N E D S E R E W O R N A T N U O M I 3 0 7 8 7 X T , I N T S U A , . T S D N 2 3 T S E W 9 1 5 1 DESIGN PERMIT SET DEVELOPMENT DATE: DRAWN: SCALE: 8.19.21 XXXXX AA AS NOTED No. Description Date ROOF FRAMING PLANS S-104 2 S-403 3 S-403 1 HIGH S-403 2 ROOF FRAMING PLAN - HOUSE SCALE: 1/4" = 1'-0" 4 S-403 PLAN NOTES: 1. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF ROOF SLOPES, HIPS, VALLEYS, AND RIDGES NOT SPECIFICALLY DIMENSIONED. 2. VERIFY AND COORDINATE ALL DIMENSIONS W/ ARCHITECTURAL DRAWINGS. SPECIES. NOTED OTHERWISE. BUILDING CODE. 3. SEE STRUCTURAL NOTES FOR WALL FRAMING SIZES, SPACING, AND 4. ALL STICK FRAMING FOR CANOPIES, PORCHES, AND OVERHANGS ARE 2x6 @ 24"O.C., UNLESS NOTED OTHERWISE. 5. ALL OVERBUILD FRAMING MEMBERS ARE 2x6 @ 24"O.C., UNLESS 6. ROOF DIAPHRAM SHALL BE INSTALLED AS DIAPHRAM AS DEFINED BY