C.4.1 - 1803 Kenwood - Plans Updated After ARC 3-16-2022 — original pdf

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100 573' " 0 1 - ' 3 1 " 0 - ' 2 1 " 0 - ' 5 " 0 - ' 2 INTERVAL 3 LOW POINT 572'10" 101 HANDRAIL INTERVAL 2 LOW POINT 573'2" BLDG GRADE LOW POINT 574'2" K C A B T E S E D S I ' 5 5 7 4' I E N L Y T R E P O R P ' 0 2 . 0 4 1 E " 2 1 0 4 ° 2 6 S ' ) ' 0 0 . 0 4 1 ( INTERVAL 1 LOW POINT 575'0" 5 7 5 ' P AC PADS 13 SQ FT I ) L A T R A P ( 3 L A V R E T N I F R E T P A H C B U S 2 L A V R E T N I F R E T P A H C B U S 1 L A V R E T N I F R E T P A H C B U S " 4 / 3 6 - ' 9 3 " 0 - ' 0 4 " 0 - ' 0 4 S 1 6 ° 0 5 ' 3 4 " W 5 0 . 0 6 ' ( 5 0 . 0 0 ' ) P R O P E R T Y L I N E R E A R S E T B A C K 1 0 ' 24' - 0" 575'11.5" GRASS Q POOL COPING 68 SQ FT POWER POLE 574' 7' - 6" OVERHEAD POWERLINE INTERVAL 3 HIGH POINT 574'10" 575'11.5" 577'8.5" A 1ST FLOOR 1,249 SQ FT B 2ND FLOOR 1,468 SQ FT " 0 - ' 0 1 5' 7 5 J BALCONY 34 SQ FT K C A B T E S E D S I ' 5 I E N L Y T R E P O R P 5' - 2" O UNCOV DECK 319 SQ FT (50% of 638) 40' SUBCHAPTER F INTERVAL 3: MAX ALLOWABLE HGT: 32' 0" MAX HGT ELEV FROM AVG. GRADE: 24' 2" BUILDABLE AREA AVG GRADE: 575' 5-1/2" LVL 1 TOP OF SLAB: 577'-10" INTERVAL 3 HIGH POINT: 574'10" INTERVAL 3 LOW POINT: 572'10" LEVEL 2 OVERHANG 1.5" LEVEL 2 OVERHANG 6' 7 5 ' 0 4 . 0 4 1 W " 2 1 0 4 ° 2 6 N ' ) ' 0 0 . 0 4 1 ( INTERVAL 2 HIGH POINT 576'8" 40' SUBCHAPTER F INTERVAL 2: MAX ALLOWABLE HGT: 32' 0" MAX HGT ELEV FROM AVG. GRADE: 24' 2" BUILDABLE AREA AVG GRADE: 575' 5-1/2" LVL 1 TOP OF SLAB: 577'-10" INTERVAL 2 HIGH POINT: 576'8" INTERVAL 2 LOW POINT: 573'2" 7' 7 5 BLDG GRADE HIGH POINT 576'9" I COV PORCH 37 SQ FT EDGE OF GARAGE 577'6" VISITABLE ROUTE WITH MAX 2.08% SLOPE LEVEL 2 OVERHANG 577'10" 1.5" 2.5" UP 577'10" 0.5" 577'6" SLOPE DN 1/4:12 0" E CARPORT 473 SQ FT L DRIVEWAY 707 SQ FT C O C O 0' - 0 " R 1 7' 7 5 GRASS LOT 3 BLOCK 40 6889.32 SQ. FT. 578' 9' - 0 " N 1 6 ° 1 8 ' 5 0 " E 5 0 . 0 3 ' ( 5 0 . 0 0 ' ) E X I S T I N G C O N C R E T E W A L K INTERVAL 1 HIGH POINT 578'1" EXISTING CLEAN OUT TO REMAIN 40' SUBCHAPTER F INTERVAL 1: MAX ALLOWABLE HGT: 32' 0" MAX HGT ELEV FROM AVG. GRADE: 24' 2" BUILDABLE AREA AVG GRADE: 575' 5-1/2" LVL 1 TOP OF SLAB: 577'-10" INTERVAL 1 HIGH POINT: 578'1" INTERVAL 1 LOW POINT: 575'0" EXISTING 4" WASTE WATER SEWER HOUSE CONNECTION (HC) EDGE OF GARAGE 577'6" N LINE OF CURB CUT EDGE OF DRIVEWAY 578'0" LINE OF EXISTING CURB BUILDING LINE LOCATION OF NEW ELECTRICAL METER LOCATION OF NEW GAS METER E G F R O N T S E T B A C K 2 5 ' 576' NEW FENCE 1 SITE PLAN 1/8" = 1'-0" 1/2 CRZ PROTECTED TREE 1/4 CRZ PROTECTED TREE 20.5" PECAN, PROTECTED TREE, REFER TO 1/AS1.2 142 EXISTING WATER METER TO REMAIN KENWOOD AVE (60' R.O.W.) - 1 " 2 ' - 1 0 " 9 ' 579' - 2 " 2 ' EXISTING 6" WATER LINE SITE PLAN NOTES 1. REFER TO SHEET AS1.2 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" PER 12" MIN FOR 10" 4. GRADE TO SLOPE 6" MIN AWAR FROM SLAB WITHIN 10"MIN. 5. SITE INFORMATION TAKEN FROM SURVEY PERFORMED BY ALL STAR LAND SURVEYORS ON 08/25/2020. REFER TO SHEET AS1.0. 6. BUILDING ELEVATION 100'-0" IS EQUIVALENT TO TOPOGRAPHY ELEVATION 558'-0". 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. 13. CONTRACTOR SHALL PROVIDE FRENCH DRAINS AROUND HOUSE PERIMETER AT REQUIRED LOCATIONS. 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. SQUARE FOOTAGE CALCS. LOT AREA A 1ST FLOOR CONDITIONED AREA B 2ND FLOOR CONDITIONED AREA C 3RD FLOOR CONDITIONED AREA D BASEMENT E ATTACHED COVERED PARKING F DETACHED COVERED PARKING G COVERED WOOD DECK H COVERED PATIO I COVERED PORCH J BALCONY K OTHER TOTAL BUILDING AREA (TBA) (ADD: A THROUGH K) TOTAL BUILDING COVERAGE (TBC) (TBA - B, C, D, AND J IF APPLICABLE) L DRIVEWAY M SIDEWALKS AND PAVERS M.1 FRONT M.2 SIDE N UNCOVERED PATIO O UNCOVERED WOOD DECKS P PADS AND OTHER FLATWORK Q OTHER (POOL COPING) TOTAL IMPERVIOUS COVER 6,889 1,267 1,431 0 0 444 0 77 0 37 34 0 3,290 1,825 (26.49%) 707 0 0 0 0 319 (50% OF 638 SF) 13 68 2,932 (42.56%) RIVENDALE HOMES TEXAS, LLC 1114 LOST CREEK BLVD. SUITE 200 AUSTIN, TX 78746 T 512-900-8797 WWW.RIVENDALEHOMESTEXAS.COM © RIVENDALE HOMES TEXAS, LLC S E M O H E L A D N E V R I 4 0 7 8 7 X T , I N T S U A , E V A D O O W N E K 3 0 8 1 E C N E D S E R I REVISIONS STAMP: (SECTION R320 OF CITY CODE SECTION 25-12-243) VISITABILITY EXTERIOR ROUTE POINT OF ORIGIN VISITABLE ENTRANCE VISITABLE ROUTE LOCATION EDGE OF DRIVEWAY INTERIOR GARAGE DOOR GARAGE TO BATH 1 ELEVATION 577'-6" 577'-10" 56'-9" LENGTH 0.5% SLOPE 1/16" / 12" (<1/12) NOTE: REFER TO SHEET G1.0 FOR ADDITIONAL VISITIBILITY ANALYSIS TREE LIST PROTECTED TREES (PER COA CODE) 142 20.5" PECAN TREE NON-PROTECTED TREES (PER COA CODE) 101 18" PECAN TREE 100 8.5" HACKBERRY TREE NOTE: REFER TO SHEET AS1.2 FOR TREE LIST AND PROTECTION ANALYSIS LEGEND AND SCALE 2' 0' 4' 8' FULL SIZE SCALE : 1" = 10'-0" (HALF SIZE SCALE: 1" = 20'-0") CURRENT ISSUE: SET DATE CHECK SET 03.04.22 PROJECT NO: ---- SCALE 1/8" = 1'-0" DRAWING TITLE SITE PLAN SHEET NUMBER AS1.1 *1/2 SCALE WHEN PRINTED ON 11X17 FULL SCALE WHEN PRINTED ON 24X36 N NORTH 36' - 11" 16' - 8" 11' - 10" 0' - 5 1/2" 7' - 11 1/2" 1' - 10 1/2" STEPS TO GRADE 2' - 0 1/2" 3' - 0" 2' - 4" 3' - 0" 3' - 0" 3' - 3 1/2" P M E T ' " 0 8 " 0 3 ' Z A L G 1.5" 3'x5' FX 3'x5' SH 3'x5' FX DASHED LINE OF BALCONY ABOVE 1/ A3.1 R E P E C A L P E R F I C E P S R E D L I U B " 4 - ' 4 R A E L C " 6 - ' 3 R A E L C LIVING 10 10' CLG DINING 9 CENTER WINDOW ON FIREPLACE 5'x2' FX CLRSTRY 8'0" 8'0" SLIDER 1.5" WD3 LEVEL 2 OVERHANG STEPS TO GRADE " 6 - ' 3 2 DASHED LINE OF ROOF ABOVE . 2 3 A / 1 4' - 11 1/2" 3' - 0" 10' PLATE HEIGHT 3'x6' SH OUTSIDE FACE OF STUDS TO ALIGN LEVEL 2 OVERHANG LINE OF UPPER CABINETS 48" VANITY BATH 1 10' CLG 2'6" 7'0" GLZ SHOWER NICHE, REF: A5.0 3'x2' FX CLRSTRY 3' - 9" CLEAR 12' - 0" MW DW TR WD1 VERIFY LOCATION, WIDTH, AND HEIGHT OF CASED OPENING WITH STAIRS ABOVE " 7 - ' 9 6 2' - 8" CASED OP (FIELD VERIFY) DROP ZONE 3 8' CLG 3'0" 8'0" PANTRY 31 8' CLG KITCHEN 6 10' CLG 3' - 6" CLEAR UP FR I T H G E H L L U F Y R T N A P H C N E B 3'x6' SH ' " 0 8 " 0 3 ' " 6 - ' 3 R A E L C UP A/C PADS " 7 - ' 5 " 2 / 1 8 - ' 1 " 4 - ' 2 8 N E N L I " 0 - ' 1 BED 1 7 10' CLG T E K C O P ' 8 x 3 ' ' " 0 8 " 8 2 ' ' " 0 8 " 8 2 ' " 5 - ' 4 FOYER 30 10' CLG ' " 0 8 " 0 3 ' 2'0" 8'0" FX TEMPERED 1.5" CNC O T E P O L S I N A R D 2.5" 36" RANGE 6' - 2 1/2" 5' - 6 1/2" 6' - 5 3/4" " 7 - ' 9 6 " 4 / 3 8 - ' 2 2 " 4 / 3 7 - ' 3 2 3 . 3 A / 1 5'x2' FX CLRSTRY 1' - 7 1/2" 6' - 3" 7' - 6 1/2" 4' - 0 1/2" 5' - 8 1/2" 0' - 5 1/2" 12' - 5 1/2" 0' - 5 1/2" CARPORT 1 2 0" 9' CLG SLOPE DN 1/4:12 " 0 - ' 8 R A E L C 0.5" 13' - 4 1/2" " 0 1 - ' 3 " 2 / 1 9 - ' 6 " 4 / 1 3 - ' 3 1 " 0 1 - ' 3 1 " 2 - ' 9 " 2 / 1 5 - ' 0 " 2 / 1 5 - ' 0 " 2 / 1 8 - ' 2 " 4 / 1 5 - ' 1 " 2 / 1 7 - ' 1 " 0 - ' 8 R A E L C " 0 - ' 8 R A E L C " 8 - ' 2 2 " 9 - ' 1 2 1.5" FINISHED LUMBER JAMB " 4 / 3 2 - ' 7 " 4 / 3 9 - ' 0 1 " 1 1 - ' 5 " 4 / 3 0 - ' 6 " 2 / 1 0 1 - ' 2 " 2 / 1 9 - ' 3 1 " 2 / 1 5 - ' 0 " 4 / 3 0 - ' 3 " 0 - ' 3 " 4 / 3 7 - ' 6 " 4 / 3 1 - ' 7 " 2 / 1 5 - ' 0 " 2 / 1 5 - ' 0 " 2 1 / 1 1 - ' 1 2 " 2 / 1 5 - ' 0 " 8 - ' 2 " 0 1 - ' 3 " 2 / 1 9 - ' 5 " 3 - ' 2 " 5 - ' 1 " 4 / 1 7 - ' 1 1 LVL 1 FF 1/4" = 1'-0" " 0 - ' 8 R A E L C 2/ A3.0 1 A4.0 4' - 5 3/4" 0' - 5 1/2" 10' - 6" CLEAR 19' - 5 1/2" 20' - 4 1/2" 4' - 5 3/4" " 2 / 1 5 - ' 0 0' - 5 1/2" 39' - 0" SHEET NOTES 1. REFER TO SHEET G1.0 FOR CODE COMPLIANCE. 2. REFER TO SHEET G2.0 FOR GENERAL NOTES. 3. REFER TO SHEET G1.0 FOR VISITABILITY REQUIREMENTS. 4. REFER TO A3.0 SERIES FOR EXTERIOR ELEVATIONS AND ADDITIONAL WINDOW TAGS. 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 DOOR FRAMES SHALL BE LOCATED 4" FROM NEAREST PERPENDICULAR WALL OR CENTER ON WALL SEGMENT AS ILLUSTRATED, UNLESS DIMENSIONED OTHERWISE. 8. 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. B. ALL SIMPLE (NON-LOAD BEARING) INTERIOR PARTITIONS SHALL BE CONSTRUCTED WITH 2X4 WOOD FRAMING AT 24" ON CENTER, U.N.O. 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. 9. 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. 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 (DENSSHIELD) IS USED. 16. TRUSS MANUFACTURER SHALL SUPPLY SHOP DRAWINGS SEALED BY AN ENGINEER TO ARCHITECT AND CONTRACTOR FOR APPROVAL PRIOR TO FABRICATION. 17. CONTACT ARCHITECT/OWNER WITH ANY FRAMING QUESTIONS/DISCREPANCIES. RIVENDALE HOMES TEXAS, LLC 1114 LOST CREEK BLVD. SUITE 200 AUSTIN, TX 78746 T 512-900-8797 WWW.RIVENDALEHOMESTEXAS.COM © RIVENDALE HOMES TEXAS, LLC S E M O H E L A D N E V R I 4 0 7 8 7 X T , I N T S U A , E V A D O O W N E K 3 0 8 1 E C N E D S E R I REVISIONS STAMP: CURRENT ISSUE: SET DATE CHECK SET 03.04.22 PROJECT NO: ---- SCALE 1/4" = 1'-0" DRAWING TITLE FIRST FLOOR PLAN SHEET NUMBER *1/2 SCALE WHEN PRINTED ON 11X17 FULL SCALE WHEN PRINTED ON 24X36 2' 0' 4' 8' FULL SIZE SCALE : 1" = 10'-0" (HALF SIZE SCALE: 1" = 20'-0") N NORTH A1.0 3'x6' SH 3'x6' SH 3' - 11 1/4" 5' - 0" 3' - 6 1/4" LEVEL 2 OVERHANG LEGEND AND SCALE 8' - 4" METAL HANDRAIL " 6 - ' 2 36' - 10" 16' - 8" 8' - 4" 8'0" 8'0" SLIDER WD2 9' - 0" 16' - 1" 7' - 11 1/2" Faux beams, Ref: A2.1 5'x2' FX CLRSTRY 5'x2' FX CLRSTRY 12' - 2 1/4" 1/ A3.1 5'x2' FX CLRSTRY 5'x2' FX CLRSTRY " 8 - ' 4 " 0 - ' 7 " 4 / 1 6 - ' 8 4' - 11 1/2" 3' - 0" 12' - 9 1/2" 3' - 10 1/2" 3' - 5" 5' - 0" 3' - 9 1/4" 66" Tub 3'x5' SH 3'x5' SH 2'4" 8'0" MASTER BATH 17 9' CLG TL1 Z L G ' " 0 7 " 6 2 ' ' " 0 8 " 4 2 ' 6' - 2 1/2" 96" VANITY 8' - 4 1/2" N E N I L MASTER CLOSET 16 9' CLG 1 Railing, 1 shelf 2 Railings, 2 shelves BATH 2 78" VANITY 15 9' CLG 2'4" 8'0" 2'4" 8'0" 3'x5' SH 3'x5' SH BED 3 14 9' CLG " 9 - ' 0 5 " 8 - ' 2 1 5'x2' FX CLRSTRY 5' - 8 1/2" 2' - 2 1/2" 5' - 11 1/2" 6' - 10 1/2" 3' - 8 1/2" 4' - 8 1/2" LOFT 32 9' CLG 9' PLATE HEIGHT 2' - 7" LINEN 2' - 6 1/2" 2'8" 8'0" 2'8" 8'0" 5'x2' FX " 2 - ' 5 1 " 0 - ' 7 3' - 6" CLEAR UP 5'x2' FX DN " 6 - ' 3 R A E L C 3'x4' FX 3'x4' FX 3'x4' FX LAUNDRY 12 9' CLG 2 x 2'0" 8'0" 7' - 7 3/4" 2 x 2'0" 8'0" BED 2 13 9' CLG " 4 / 1 2 - ' 0 2 " 4 / 3 2 - ' 5 " 4 / 1 6 - ' 0 3 " 4 - ' 6 " 4 - ' 6 " 2 / 1 7 - ' 2 " 2 / 1 7 - ' 2 " 2 - ' 6 " 2 / 1 5 - ' 6 3 . 3 A / 1 " 2 / 1 7 - ' 2 1 5'x2' FX CLRSTRY MASTER BED 18 VARIES " 4 / 3 4 - ' 6 1 1' - 4" H C N E B N I - T L I U B " 2 / 1 0 1 - ' 0 1 T E K C O P ' 8 x 3 ' " 2 / 1 4 - ' 5 ' " 0 8 " 8 2 ' ' " 0 8 " 8 2 ' " 2 / 1 6 - ' 2 " 0 - ' 3 " 4 / 3 9 - ' 1 " 4 / 3 1 1 - ' 3 " 2 / 1 0 1 - ' 2 " 1 1 - ' 5 1 " 0 - ' 7 " 4 / 1 2 - ' 0 2 . 2 3 A / 1 " 1 1 - ' 1 " 3 - ' 4 " 5 - ' 2 1 " 9 - ' 0 5 " 8 - ' 4 " 2 / 1 8 - ' 4 " 4 / 3 0 1 - ' 1 " 2 / 1 0 1 - ' 3 " 2 / 1 2 - ' 3 " 2 / 1 4 - ' 5 " 0 - ' 4 " 2 / 1 2 - ' 4 " 4 / 3 7 - ' 7 2 " 2 / 1 0 1 - ' 2 DASHED LINE OF RECESSED DRYER VENT BOX, MOUNTED 18" A.F.F. VERIFY FRAMING DIMENSIONS WITH BUILDER'S BOX SPEC. 3' - 10 1/4" 5' - 0" 5' - 0" 3' - 10" 4' - 6 3/4" 5' - 0" 5' - 0" 4' - 6 3/4" PARAPET 36' - 10" 17' - 8 1/4" 19' - 1 1/2" 6' - 7 3/4" 12' - 5 3/4" 3'x5' SH 3'x5' SH 3'x5' SH LOW SLOPE TPO MEMBRANE ROOF PARAPET WALL AT GARAGE, TYP. SCUPPER AT PARAPET TPO 1 A4.0 2/ A3.0 SHEET NOTES 1. REFER TO SHEET G1.0 FOR CODE COMPLIANCE. 2. REFER TO SHEET G2.0 FOR GENERAL NOTES. 3. REFER TO SHEET G1.0 FOR VISITABILITY REQUIREMENTS. 4. REFER TO A3.0 SERIES FOR EXTERIOR ELEVATIONS AND ADDITIONAL WINDOW TAGS. 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 DOOR FRAMES SHALL BE LOCATED 4" FROM NEAREST PERPENDICULAR WALL OR CENTER ON WALL SEGMENT AS ILLUSTRATED, UNLESS DIMENSIONED OTHERWISE. 8. 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. B. ALL SIMPLE (NON-LOAD BEARING) INTERIOR PARTITIONS SHALL BE CONSTRUCTED WITH 2X4 WOOD FRAMING AT 24" ON CENTER, U.N.O. 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. 9. 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. 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 (DENSSHIELD) IS USED. 16. TRUSS MANUFACTURER SHALL SUPPLY SHOP DRAWINGS SEALED BY AN ENGINEER TO ARCHITECT AND CONTRACTOR FOR APPROVAL PRIOR TO FABRICATION. 17. CONTACT ARCHITECT/OWNER WITH ANY FRAMING QUESTIONS/DISCREPANCIES. LEGEND AND SCALE RIVENDALE HOMES TEXAS, LLC 1114 LOST CREEK BLVD. SUITE 200 AUSTIN, TX 78746 T 512-900-8797 WWW.RIVENDALEHOMESTEXAS.COM © RIVENDALE HOMES TEXAS, LLC S E M O H E L A D N E V R I 4 0 7 8 7 X T , I N T S U A , E V A D O O W N E K 3 0 8 1 E C N E D S E R I REVISIONS STAMP: CURRENT ISSUE: SET DATE CHECK SET 03.04.22 PROJECT NO: ---- SCALE 1/4" = 1'-0" DRAWING TITLE SECOND FLOOR PLAN SHEET NUMBER *1/2 SCALE WHEN PRINTED ON 11X17 FULL SCALE WHEN PRINTED ON 24X36 1 LVL 2 FF 1/4" = 1'-0" 2' 0' 4' 8' FULL SIZE SCALE : 1" = 10'-0" (HALF SIZE SCALE: 1" = 20'-0") N NORTH A1.1 1' - 6" 1' - 6" " 6 - ' 1 G N A H R E V O DOWNSPOUT 1/ A3.1 DOWNSPOUT 6" / 1'-0" 6" / 1'-0" E G D R I GUTTER 1' - 6" 2 A4.1 " 6 - ' 1 GUTTER 2 . 3 A / 1 1' - 6" DOWNSPOUT V A L L E Y V A LL E Y " 0 - ' 1 / " 6 HIP 6" / 1'-0" 6" / 1'-0" GUTTER H I P " 4 / 1 2 - ' 0 2 " 9 - ' 0 3 " 6 - ' 1 DOWNSPOUT GUTTER 3 . 3 A / 1 I I I S N O S N E M D N O T A L U C T R A L L A W E D S I I " 6 - ' 1 1' - 6" DOWNSPOUT DOWNSPOUT " 6 - ' 1 1' - 6" H I P HIP SLOPE 1/4" / 1'-0" RIDGE ASP " 0 - ' 1 / " 6 V A LL E Y E G D R I 6" / 1'-0" 1' - 6" GUTTER 2/ A3.0 1 A4.0 LOW SLOPE TPO MEMBRANE ROOF PARAPET WALL AT GARAGE, TYP. SCUPPER AT PARAPET 1 LVL ROOF 1/4" = 1'-0" I I I S N O S N E M D N O T A L U C T R A L L A W E D S I I " 4 / 1 2 - ' 0 2 " 2 / 1 0 1 - ' 7 2 " 2 / 1 8 - ' 1 2 SHEET NOTES 1. PROVIDE GUTTERS AND DOWNSPOUTS. 2. BASIS OF DESIGN IS COMPOSITE SHINGLE ROOF. TPO OVER GARAGE. 3. VENT FOR ALL MECH/PLUMBING FIXTURES. 4. FIELD VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. 5. PROVIDE R-30 INSULATION BETWEEN ROOF AND CEILING. 6. PROVIDE RADIANT BARRIER ROOF DECKING. 7. 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. 9. SPRAY-FOAM INSULATION AT TRUSS AND SECOND FLOOR CEILING. SHEET ROCK BARRIER AROUND ALL MECHANICAL UNITS. 10. PROVIDE DECKING FOR MECHANICAL EQUIPMENT AND STORAGE. RIVENDALE HOMES TEXAS, LLC 1114 LOST CREEK BLVD. SUITE 200 AUSTIN, TX 78746 T 512-900-8797 WWW.RIVENDALEHOMESTEXAS.COM © RIVENDALE HOMES TEXAS, LLC S E M O H E L A D N E V R I 4 0 7 8 7 X T , I N T S U A , E V A D O O W N E K 3 0 8 1 E C N E D S E R I REVISIONS STAMP: LEGEND AND SCALE 2' 0' 4' 8' FULL SIZE SCALE : 1" = 10'-0" (HALF SIZE SCALE: 1" = 20'-0") CURRENT ISSUE: SET DATE CHECK SET 03.04.22 PROJECT NO: ---- SCALE 1/4" = 1'-0" DRAWING TITLE ROOF PLAN SHEET NUMBER A1.2 *1/2 SCALE WHEN PRINTED ON 11X17 FULL SCALE WHEN PRINTED ON 24X36 N NORTH 1 A4.0 40FT SUB. F - INTERVAL 1 40FT SUB. F - INTERVAL 2 COMPOSITE SHINGLE ROOF ASP MAX. ALLOW. BLDG HGT 31' - 6" FIBER CEMENT FASCIA BOARD. COORDINATE SIZE WITH STRUCTURAL ROOF SPECIFICATIONS OVERHANG EXCEPTION - LDC 25-2, SUBCHPTR F, SECTION 2.6.E.2 LVL 2 PLATE 20' - 7 1/2" LVL 2 DR & WDW HD HGT 19' - 7 1/2" Q E Q E 1' - 4 3/4" ° 5 4 3'x4' FX 3'x4' FX 3'x4' FX EGRESS WINDOW 3'x5' SH 3'x5' SH " 4 - ' 2 3'x5' SH 2' - 10" STC BRK CARPORT (OPEN) SLOPE OF CARPORT FLOOR S BRK 2'0" 8'0" FX TEMPERED EXTERIOR SCONCE S EGRESS WINDOW K C A B T E S ' 5 E N I L Y T R E P O R P " 9 - ' 2 3'x6' SH 3'x6' SH 2' - 10" 5' - 0" LVL 2 SILL HGT (TYP) 14' - 7 1/2" " 0 - ' 2 3 LVL 2 FF 11' - 7 1/2" LVL 1 PLATE 10' - 0" LVL 1 DR & WDW HD HGT 8' - 0" I T H G E H G N D L I U B X A M I " 2 - ' 4 2 I ) E L B A G T S E H G H F O T G H G V A ( " 0 - ' 9 " 0 - ' 8 " 2 / 1 7 - ' 1 " 0 - ' 3 " 0 - ' 0 1 " 0 - ' 8 " 0 - ' 2 " 6 - ' 0 LVL 1 SILL HGT (TYP) 2' - 0" LVL 1 FF 0' - 0" AVERAGE GRADE 575' 6" FIBER CEMENT FASCIA BOARD. COORDINATE SIZE WITH STRUCTURAL ROOF SPECIFICATIONS 45° CONTROL JOINT METAL PARAPET " 0 - ' 5 "1 0 - ' 5 1 STEEL LINTEL I E N L Y T R E P O R P K C A B T E S ' 5 SUBCHAPTER F INTERVAL 1 HIGH POINT SUBCHAPTER F INTERVAL 2 HIGH POINT 5' - 0" 578'1" 576'8" 2 WEST ELEVATION 1/4" = 1'-0" SHEET NOTES 1. REFER TO G1.0 FOR CODE COMPLIANCE. 2. REFER TO G2.0 FOR GENERAL NOTES. 3. REFER TO XXX FOR EXTERIOR ASSEMBLY NOTES AND SPECIFICATIONS. 4. REFER TO XXX FOR DOOR AND WINDOW TYPES & SCHEDULE 5. CONTRACTOR SHALL PROVIDE GUTTER AND DOWNSPOUT SYSTEM TO POSITIVELY DRAIN ROOF AWAY FROM BUILDING AND INTO LANDSCAPE BEDS. 6. ALL WINDOW HEADER HEIGHTS ON LOWER AND UPPER FLOOR SHALL BE 7'-8"' AFF UNO. 7. ALL WINDOWS LOCATED WITHIN 24" OF AN EXTERIOR OR INTERIOR DOOR SHALL RECEIVE TEMPERED SAFETY GLASS PER IRC 2021. WINDOW MANUFACTURER AND CONTRACTOR SHALL VERIFY ALL TEMPERED GLASS LOCATIONS PER APPLICABLE CODES. 8. WINDOW MANUFACTURER AND CONTRACTOR SHALL VERIFY ALL EGRESS WINDOWS ARE INSTALLED PER APPLICABLE CODE REQUIREMENTS. 9. ALL WINDOWS SHALL HAVE U-FACTOR 0.40 OR LESS PER CITY OF AUSTIN CODE AMENDMENT. 10. ALL WINDOWS SHALL BE ALUMINUM CLAD AND FACTORY MULLED WHEN POSSIBLE. 11. PROVIDE MIN. 4" TRIM AT ALL SIDES OF ALUMINUM WINDOWS. 12. EXPOSED FOUNDATION SHALL BE MIN. 8" AND A MAXIMUM OF x INCHES ABOVE GRADE. UNDERPIN ALL EXPOSED FOUNDATIONS. 13. 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. 14. ACTUAL ELEVATIONS TO VARY PER GRADE OF EXISTING LOT. 15. 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. 16. CONTRACTOR SHALL INSTALL ALL PRODUCTS AND ASSEMBLIES PER MANUFACTURER'S RECOMMENDED INSTALLATION. 17. ALL EXTERIOR SYSTEMS SHALL BE INSTALLED TO ASSURE ADEQUATE DRAINAGE IS PROVIDED. 18. TEMP GLZ = PROVIDE TEMPERED SAFETY GLASS AT ALL REQUIRED LOCATIONS AS REQUIRED BY CODE. RIVENDALE HOMES TEXAS, LLC 1114 LOST CREEK BLVD. SUITE 200 AUSTIN, TX 78746 T 512-900-8797 WWW.RIVENDALEHOMESTEXAS.COM © RIVENDALE HOMES TEXAS, LLC S E M O H E L A D N E V R I 4 0 7 8 7 X T , I N T S U A , E V A D O O W N E K 3 0 8 1 E C N E D S E R I REVISIONS STAMP: CURRENT ISSUE: SET DATE CHECK SET 03.04.22 PROJECT NO: ---- SCALE 1/4" = 1'-0" DRAWING TITLE BUILDING ELEVATIONS SHEET NUMBER A3.0 *1/2 SCALE WHEN PRINTED ON 11X17 FULL SCALE WHEN PRINTED ON 24X36 1 A4.0 40FT SUB. F - INTERVAL 1 40FT SUB. F - INTERVAL 2 COMPOSITE SHINGLE ROOF FIBER CEMENT FASCIA BOARD. COORDINATE SIZE WITH STRUCTURAL ROOF SPECIFICATIONS OVERHANG EXCEPTION - LDC 25-2, SUBCHPTR F, SECTION 2.6.E.2 CONTROL JOINT " 0 - ' 5 1 " 0 - ' 5 1 I E N L Y T R E P O R P SUBCHAPTER F INTERVAL 1 HIGH POINT SUBCHAPTER F INTERVAL 2 HIGH POINT 578'0" 576'8" 0' - 1 1/4" K C A B T E S ' 5 5' - 0" " 4 - ' 2 45° 1' - 4 3/4" EGRESS WINDOW " 4 - ' 2 3'x5' SH 2' - 11" 3'x5' SH STC 8'0" 8'0" SLIDER TEMP GLAZ BRK 3'x5' FX 3'x5' SH TEMP GLAZ 3'x5' FX 3'x5' SH N G L A I S MAX HEIGHT OF PORCH ABOVE GRADE DECKING SITE GRADE 1 EAST ELEVATION 1/4" = 1'-0" MAX. ALLOW. BLDG HGT 31' - 6" FIBER CEMENT FASCIA BOARD. COORDINATE SIZE WITH STRUCTURAL ROOF SPECIFICATIONS LVL 2 PLATE 20' - 7 1/2" ° 5 4 LVL 2 DR & WDW HD HGT 19' - 7 1/2" " 0 - ' 9 " 0 - ' 8 " 2 / 1 7 - ' 1 " 0 - ' 3 LVL 2 SILL HGT (TYP) 14' - 7 1/2" LVL 2 FF 11' - 7 1/2" LVL 1 PLATE 10' - 0" LVL 1 DR & WDW HD HGT 8' - 0" E N I L Y T R E P O R P " 0 - ' 0 1 " 0 - ' 8 K C A B T E S ' 5 Q E Q E " 0 - ' 2 3 I T H G E H G N D L I U B X A M I " 2 - ' 4 2 I ) E L B A G T S E H G H F O T G H G V A ( TEMP GLAZ 3'x6' SH 5' - 0" " 0 - ' 2 LVL 1 SILL HGT (TYP) 2' - 0" LVL 1 FF 0' - 0" AVERAGE GRADE 575' 6" EXTERIOR SCONCE RAILING SHEET NOTES 1. REFER TO G1.0 FOR CODE COMPLIANCE. 2. REFER TO G2.0 FOR GENERAL NOTES. 3. REFER TO XXX FOR EXTERIOR ASSEMBLY NOTES AND SPECIFICATIONS. 4. REFER TO XXX FOR DOOR AND WINDOW TYPES & SCHEDULE 5. CONTRACTOR SHALL PROVIDE GUTTER AND DOWNSPOUT SYSTEM TO POSITIVELY DRAIN ROOF AWAY FROM BUILDING AND INTO LANDSCAPE BEDS. 6. ALL WINDOW HEADER HEIGHTS ON LOWER AND UPPER FLOOR SHALL BE 7'-8"' AFF UNO. 7. ALL WINDOWS LOCATED WITHIN 24" OF AN EXTERIOR OR INTERIOR DOOR SHALL RECEIVE TEMPERED SAFETY GLASS PER IRC 2021. WINDOW MANUFACTURER AND CONTRACTOR SHALL VERIFY ALL TEMPERED GLASS LOCATIONS PER APPLICABLE CODES. 8. WINDOW MANUFACTURER AND CONTRACTOR SHALL VERIFY ALL EGRESS WINDOWS ARE INSTALLED PER APPLICABLE CODE REQUIREMENTS. 9. ALL WINDOWS SHALL HAVE U-FACTOR 0.40 OR LESS PER CITY OF AUSTIN CODE AMENDMENT. 10. ALL WINDOWS SHALL BE ALUMINUM CLAD AND FACTORY MULLED WHEN POSSIBLE. 11. PROVIDE MIN. 4" TRIM AT ALL SIDES OF ALUMINUM WINDOWS. 12. EXPOSED FOUNDATION SHALL BE MIN. 8" AND A MAXIMUM OF x INCHES ABOVE GRADE. UNDERPIN ALL EXPOSED FOUNDATIONS. 13. 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. 14. ACTUAL ELEVATIONS TO VARY PER GRADE OF EXISTING LOT. 15. 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. 16. CONTRACTOR SHALL INSTALL ALL PRODUCTS AND ASSEMBLIES PER MANUFACTURER'S RECOMMENDED INSTALLATION. 17. ALL EXTERIOR SYSTEMS SHALL BE INSTALLED TO ASSURE ADEQUATE DRAINAGE IS PROVIDED. 18. TEMP GLZ = PROVIDE TEMPERED SAFETY GLASS AT ALL REQUIRED LOCATIONS AS REQUIRED BY CODE. RIVENDALE HOMES TEXAS, LLC 1114 LOST CREEK BLVD. SUITE 200 AUSTIN, TX 78746 T 512-900-8797 WWW.RIVENDALEHOMESTEXAS.COM © RIVENDALE HOMES TEXAS, LLC S E M O H E L A D N E V R I 4 0 7 8 7 X T , I N T S U A , E V A D O O W N E K 3 0 8 1 E C N E D S E R I REVISIONS STAMP: CURRENT ISSUE: SET DATE CHECK SET 03.04.22 PROJECT NO: ---- SCALE 1/4" = 1'-0" DRAWING TITLE BUILDING ELEVATIONS SHEET NUMBER A3.1 *1/2 SCALE WHEN PRINTED ON 11X17 FULL SCALE WHEN PRINTED ON 24X36 40FT SUB. F - INTERVAL 2 40FT SUB. F - INTERVAL 1 2 A4.1 1 A4.1 5'x2' FX 5'x2' FX 5'x2' FX 5'x2' FX 3'x5' SH FIBER CEMENT FASCIA BOARD. COORDINATE SIZE WITH STRUCTURAL ROOF SPECIFICATIONS METAL PARAPET BRICK VENEER STEEL LINTEL BRK 3'x6' SH CARPORT (OPEN) CARPORT (OPEN) ASP STC SITE GRADE COMPOSITE SHINGLE ROOF FIBER CEMENT FASCIA BOARD. COORDINATE SIZE WITH STRUCTURAL ROOF SPECIFICATIONS CONTROL JOINT 2' - 6" BALCONY FIBER CEMENT FASCIA BOARD. FIREPLACE POP-OUT HANDRAIL " 4 - ' 2 MAX HEIGHT OF PORCH ABOVE GRADE 1 NORTH ELEVATION 1/4" = 1'-0" SHEET NOTES 1. REFER TO G1.0 FOR CODE COMPLIANCE. 2. REFER TO G2.0 FOR GENERAL NOTES. 3. REFER TO XXX FOR EXTERIOR ASSEMBLY NOTES AND SPECIFICATIONS. 4. REFER TO XXX FOR DOOR AND WINDOW TYPES & SCHEDULE 5. CONTRACTOR SHALL PROVIDE GUTTER AND DOWNSPOUT SYSTEM TO POSITIVELY DRAIN ROOF AWAY FROM BUILDING AND INTO LANDSCAPE BEDS. 6. ALL WINDOW HEADER HEIGHTS ON LOWER AND UPPER FLOOR SHALL BE 7'-8"' AFF UNO. 7. ALL WINDOWS LOCATED WITHIN 24" OF AN EXTERIOR OR INTERIOR DOOR SHALL RECEIVE TEMPERED SAFETY GLASS PER IRC 2021. WINDOW MANUFACTURER AND CONTRACTOR SHALL VERIFY ALL TEMPERED GLASS LOCATIONS PER APPLICABLE CODES. 8. WINDOW MANUFACTURER AND CONTRACTOR SHALL VERIFY ALL EGRESS WINDOWS ARE INSTALLED PER APPLICABLE CODE REQUIREMENTS. 9. ALL WINDOWS SHALL HAVE U-FACTOR 0.40 OR LESS PER CITY OF AUSTIN CODE AMENDMENT. 10. ALL WINDOWS SHALL BE ALUMINUM CLAD AND FACTORY MULLED WHEN POSSIBLE. 11. PROVIDE MIN. 4" TRIM AT ALL SIDES OF ALUMINUM WINDOWS. 12. EXPOSED FOUNDATION SHALL BE MIN. 8" AND A MAXIMUM OF x INCHES ABOVE GRADE. UNDERPIN ALL EXPOSED FOUNDATIONS. 13. 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. 14. ACTUAL ELEVATIONS TO VARY PER GRADE OF EXISTING LOT. 15. 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. 16. CONTRACTOR SHALL INSTALL ALL PRODUCTS AND ASSEMBLIES PER MANUFACTURER'S RECOMMENDED INSTALLATION. 17. ALL EXTERIOR SYSTEMS SHALL BE INSTALLED TO ASSURE ADEQUATE DRAINAGE IS PROVIDED. 18. TEMP GLZ = PROVIDE TEMPERED SAFETY GLASS AT ALL REQUIRED LOCATIONS AS REQUIRED BY CODE. I E N L G N D L U B I I Q E Q E MAX. ALLOW. BLDG HGT 31' - 6" I T H G E H G N D L I U B X A M I " 2 - ' 4 2 I ) E L B A G T S E H G H F O T G H G V A ( LVL 2 PLATE 20' - 7 1/2" LVL 2 DR & WDW HD HGT 19' - 7 1/2" LVL 2 SILL HGT (TYP) 14' - 7 1/2" " 0 - ' 2 3 LVL 2 FF 11' - 7 1/2" LVL 1 PLATE 10' - 0" LVL 1 DR & WDW HD HGT 8' - 0" " 0 - ' 9 " 0 - ' 8 " 0 - ' 3 " 2 / 1 7 - ' 1 " 0 - ' 0 1 " 0 - ' 8 " 0 - ' 2 LVL 1 SILL HGT (TYP) 2' - 0" LVL 1 FF 0' - 0" AVERAGE GRADE 575' 6" RIVENDALE HOMES TEXAS, LLC 1114 LOST CREEK BLVD. SUITE 200 AUSTIN, TX 78746 T 512-900-8797 WWW.RIVENDALEHOMESTEXAS.COM © RIVENDALE HOMES TEXAS, LLC S E M O H E L A D N E V R I 4 0 7 8 7 X T , I N T S U A , E V A D O O W N E K 3 0 8 1 E C N E D S E R I REVISIONS STAMP: CURRENT ISSUE: SET DATE CHECK SET 03.04.22 PROJECT NO: ---- SCALE 1/4" = 1'-0" DRAWING TITLE BUILDING ELEVATIONS SHEET NUMBER A3.2 *1/2 SCALE WHEN PRINTED ON 11X17 FULL SCALE WHEN PRINTED ON 24X36 40FT SUB. F - INTERVAL 1 40FT SUB. F - INTERVAL 2 1 A4.1 2 A4.1 I E N L G N D L U B I I S FIBER CEMENT FASCIA BOARD. COORDINATE SIZE WITH STRUCTURAL ROOF SPECIFICATIONS CONTROL JOINT METAL PARAPET BRICK VENEER STEEL LINTEL DRIVEWAY EXTERIOR SCONCE 1 SOUTH ELEVATION 1/4" = 1'-0" ASP STC 5'x2' FX 5'x2' FX 5'x2' FX 5'x2' FX FIBER CEMENT FASCIA BOARD. COORDINATE SIZE WITH STRUCTURAL ROOF SPECIFICATIONS S S 2' - 6" BALCONY 5'x2' FX 3'x2' FX 5'x2' FX CARPORT (OPEN) CARPORT (OPEN) BRK CONTROL JOINT 8'0" 8'0" SLIDER SITE GRADE DECKING Q E Q E " 0 - ' 2 3 I T H G E H G N D L I U B X A M I " 2 - ' 4 2 I ) E L B A G T S E H G H F O T G H G V A ( MAX. ALLOW. BLDG HGT 31' - 6" COMPOSITE SHINGLE ROOF LVL 2 PLATE 20' - 7 1/2" LVL 2 DR & WDW HD HGT 19' - 7 1/2" LVL 2 SILL HGT (TYP) 14' - 7 1/2" LVL 2 FF 11' - 7 1/2" LVL 1 PLATE 10' - 0" LVL 1 DR & WDW HD HGT 8' - 0" LVL 1 SILL HGT (TYP) 2' - 0" AVERAGE GRADE LVL 1 FF 0' - 0" 575' 6" MAX HEIGHT OF PORCH ABOVE GRADE " 0 - ' 9 " 0 - ' 8 " 2 / 1 7 - ' 1 " 0 - ' 3 " 0 - ' 0 1 " 0 - ' 8 " 0 - ' 2 " 4 - ' 2 SHEET NOTES 1. REFER TO G1.0 FOR CODE COMPLIANCE. 2. REFER TO G2.0 FOR GENERAL NOTES. 3. REFER TO XXX FOR EXTERIOR ASSEMBLY NOTES AND SPECIFICATIONS. 4. REFER TO XXX FOR DOOR AND WINDOW TYPES & SCHEDULE 5. CONTRACTOR SHALL PROVIDE GUTTER AND DOWNSPOUT SYSTEM TO POSITIVELY DRAIN ROOF AWAY FROM BUILDING AND INTO LANDSCAPE BEDS. 6. ALL WINDOW HEADER HEIGHTS ON LOWER AND UPPER FLOOR SHALL BE 7'-8"' AFF UNO. 7. ALL WINDOWS LOCATED WITHIN 24" OF AN EXTERIOR OR INTERIOR DOOR SHALL RECEIVE TEMPERED SAFETY GLASS PER IRC 2021. WINDOW MANUFACTURER AND CONTRACTOR SHALL VERIFY ALL TEMPERED GLASS LOCATIONS PER APPLICABLE CODES. 8. WINDOW MANUFACTURER AND CONTRACTOR SHALL VERIFY ALL EGRESS WINDOWS ARE INSTALLED PER APPLICABLE CODE REQUIREMENTS. 9. ALL WINDOWS SHALL HAVE U-FACTOR 0.40 OR LESS PER CITY OF AUSTIN CODE AMENDMENT. 10. ALL WINDOWS SHALL BE ALUMINUM CLAD AND FACTORY MULLED WHEN POSSIBLE. 11. PROVIDE MIN. 4" TRIM AT ALL SIDES OF ALUMINUM WINDOWS. 12. EXPOSED FOUNDATION SHALL BE MIN. 8" AND A MAXIMUM OF x INCHES ABOVE GRADE. UNDERPIN ALL EXPOSED FOUNDATIONS. 13. 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. 14. ACTUAL ELEVATIONS TO VARY PER GRADE OF EXISTING LOT. 15. 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. 16. CONTRACTOR SHALL INSTALL ALL PRODUCTS AND ASSEMBLIES PER MANUFACTURER'S RECOMMENDED INSTALLATION. 17. ALL EXTERIOR SYSTEMS SHALL BE INSTALLED TO ASSURE ADEQUATE DRAINAGE IS PROVIDED. 18. TEMP GLZ = PROVIDE TEMPERED SAFETY GLASS AT ALL REQUIRED LOCATIONS AS REQUIRED BY CODE. RIVENDALE HOMES TEXAS, LLC 1114 LOST CREEK BLVD. SUITE 200 AUSTIN, TX 78746 T 512-900-8797 WWW.RIVENDALEHOMESTEXAS.COM © RIVENDALE HOMES TEXAS, LLC S E M O H E L A D N E V R I 4 0 7 8 7 X T , I N T S U A , E V A D O O W N E K 3 0 8 1 E C N E D S E R I REVISIONS STAMP: CURRENT ISSUE: SET DATE CHECK SET 03.04.22 PROJECT NO: ---- SCALE 1/4" = 1'-0" DRAWING TITLE BUILDING ELEVATIONS SHEET NUMBER A3.3 *1/2 SCALE WHEN PRINTED ON 11X17 FULL SCALE WHEN PRINTED ON 24X36