HomeMy WebLinkAboutP_ELEVATIONS_MODIFICATIONREQUEST_VOYAGER1002_230814_V11 MAIN LEVEL FF.418' -0"2 UPPER LEVELFF.429' -1 5/8"1 PLATE428' -1"3 PL. EL.438' -2 3/8"10' - 1"9' - 0 3/4"S.G.Elevation Notes:1 Roofing Material (Asphalt Composition Pitch Roof AND TPO Flat Roof Per Plan) -Per Owner's Specifications.25" Gutter and Downspouts on 2x10 Painted Combed Hardie Fascia. 3Metal Coping -Profile Per Arch41x4 Fascia on 2x10 Fascia5Milgard Windows. (Refer To Window Schedule for Sizes and Operation).6Hardie Panel Veneer -Pattern Per Arch.7Stone/Brick Veneer Siding -Per Owner's Selection and Specification8Front Custom Entry 'Simpson' Door per Owner's Specifications (Refer to Schedule for Size).9Clopay Garage Door(s) (Per Owner's Colors and Specifications).10Direct Vent Gas.11Door w/ Weatherstripping (Tempered Glazing) (Refer To Door Schedule for Sizes and Operation).12Guardrail -2015 IRC Section 312.13Horizontal Hardie Lap Siding w/ SS Reglet Corners Color to Owner's Specifications14Cast-in Place Concrete Steps15Unfinished Cast in Place Concrete Patio.165/4" W x Cedar Combed Painted Trim (Typ.)178" Min. Rim Band Combed Painted Cedar401.3 DRAINAGE.SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION SO AS TO NOT CREATE A HAZARD. LOTS SHALL BE GRADED SO AS TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE AWAY FROM FOUNDATION WALLS SHALL FALL A MINIMUM OF 6 INCHES (152 MM) WITHIN THE FIRST 10 FEET.EXCEPTION: WHERE LOT LINES, WALLS, SLOPES OR OTHER PHYSICAL BARRIERS PROHIBIT 6 INCHES OF FALL WITHIN 10 FEET, DRAINS OR SWALES SHALL BE PROVIDED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. A Asphalt Composition Roofing on 50# Paper (3/12 Pitch Roof).BNuRay Metal Standing Seam Metal Roof -Color and Pattern Per Owner SelectionCElastomeric and/or Duradek Waterproof Surface -Slope 1/4" = 1'-0"Roof Plan Notes:A1127127124555513715S.G.R308.1S.G.S.G.S.G.3355W6D93' - 0"31716C123' - 0"C3A7661. THREE AND ONE-HALF INCH (3 1/2") MINIMUM TRIM SURROUNDS ALL WINDOWS AND DETAILS ALL DOORS, OR2. A COMBINATION OF SHUTTERS AND THREE AND ONE-HALF INCHES (3 1/2") MINIMUM TRIM DETAILS ALL WINDOWS, AND THREE AND ONE-HALF INCHES (3 1/2") MINIMUM TRIM DETAILS ALL DOORS.(RMC 4-2-115.E.3 ARCHITECTURAL DETAILING)1717ALL DECK ENCLOSURES (I.E., RAILINGS) LOCATED ABOVE THE MAXIMUM WALL PLATE HEIGHT AND NOT STEPPED BACK SHALL BE CONSTRUCTED OF TRANSPARENT TEMPERED GLASS3' - 0"5' - 0"3' - 0"1' - 3"1333 1/2"3 1/2"3 1/2"3 1/2"3 1/2"3 1/2"3 1/2"3 1/2"6' - 0"2' - 0"2' - 0"6' - 0"8' - 0"1' - 6"6' - 6"4' - 0"1' - 6"8' - 6"2' - 6"6' - 0"2' - 6"2' - 6"2' - 6"7' - 6"7' - 6"6"4' - 9"3"2' - 6"6' - 0"2' - 0"5' - 0"3' - 0"2' - 6"14S.G.W4W5W7W18W19W11W20W1210' - 0 3/8"6' - 0"2' - 6"2' - 6"5' - 0"1 MAIN LEVEL FF.418' -0"2 UPPER LEVELFF.429' -1 5/8"2 UPPER LEVELFF.429' -1 5/8"1 PLATE428' -1"1 PLATE428' -1"OVERALL HEIGHT447' -3"3 PL. EL.438' -2 3/8"3 PL. EL.438' -2 3/8"29' - 9"10' - 1"9' - 0 3/4"9' - 0 3/4"10' - 1"S.G.D1S.G.2' - 6"2' - 6"2' - 6"7' - 6"1' - 9"3"8' - 0"A1345687131412123' - 6"3' - 6"1' - 0"3' - 0"3' - 0"3' - 0"9' - 0"6' - 0"2' - 6"1' - 6"W184' - 0"6' - 0"2' - 6"1' - 6"S.G.S.G.S.G.7' - 0"7' - 6"25555556163W41A7MAX. WALL PL. HEIGHT24' - 0"6123 1/2"3 1/2"3 1/2"3 1/2"3 1/2"35931637' - 6"6"2' - 6"3 1/2"3 1/2"9' - 0"W1W2W13D13W13W14W15W166' - 0"2' - 0"1' - 3"2' - 0"2' - 0"3' - 6"3' - 6"7' - 0"1' - 0"2' - 6"S.G.DPMFEB 8 - 2022Sheet Date:Drawn By:Scale:Client:1/4" = 1'-0"A51002 N 31ST STRENTON, WA 98056CUSTOM HOMEELEVATIONS 11/4" = 1'-0"3NORTH ELEVATION1/4" = 1'-0"1EAST ELEVATIONAVERAGE GRADE ELEV. 121.75'MAX. HEIGHT ABOVE AVERAGE GRADE ELEV. 151.75'B22002722 / PR22-000111 V.4Revision ScheduleRevisionNumberRevision Description RevisionDate1 Revision 1 Date 11PLAN REVISED8/7/23
1 MAIN LEVEL FF.418' -0"2 UPPER LEVELFF.429' -1 5/8"2 UPPER LEVELFF.429' -1 5/8"1 PLATE428' -1"1 PLATE428' -1"OVERALL HEIGHT447' -3"3 PL. EL.438' -2 3/8"3 PL. EL.438' -2 3/8"GARAGE FF.417' -0"30' MAX. HEIGHT11' - 1"9' - 0 3/4"S.G.S.G.A1241215Elevation Notes:A Asphalt Composition Roofing on 50# Paper (3/12 Pitch Roof).BNuRay Metal Standing Seam Metal Roof -Color and Pattern Per Owner SelectionCElastomeric and/or Duradek Waterproof Surface -Slope 1/4" = 1'-0"Roof Plan Notes:612C151653' - 0"3' - 0"321 Roofing Material (Asphalt Composition Pitch Roof AND TPO Flat Roof Per Plan) -Per Owner's Specifications.25" Gutter and Downspouts on 2x10 Painted Combed Hardie Fascia. 3Metal Coping -Profile Per Arch41x4 Fascia on 2x10 Fascia5Milgard Windows. (Refer To Window Schedule for Sizes and Operation).6Hardie Panel Veneer -Pattern Per Arch.7Stone/Brick Veneer Siding -Per Owner's Selection and Specification8Front Custom Entry 'Simpson' Door per Owner's Specifications (Refer to Schedule for Size).9Clopay Garage Door(s) (Per Owner's Colors and Specifications).10Direct Vent Gas.11Door w/ Weatherstripping (Tempered Glazing) (Refer To Door Schedule for Sizes and Operation).12Guardrail -2015 IRC Section 312.13Horizontal Hardie Lap Siding w/ SS Reglet Corners Color to Owner's Specifications14Cast-in Place Concrete Steps15Unfinished Cast in Place Concrete Patio.165/4" W x Cedar Combed Painted Trim (Typ.)178" Min. Rim Band Combed Painted CedarW16556121313161310' - 1"9' - 0 3/4"S.G.S.G.1A71. THREE AND ONE-HALF INCH (3 1/2") MINIMUM TRIM SURROUNDS ALL WINDOWS AND DETAILS ALL DOORS, OR2. A COMBINATION OF SHUTTERS AND THREE AND ONE-HALF INCHES (3 1/2") MINIMUM TRIM DETAILS ALL WINDOWS, AND THREE AND ONE-HALF INCHES (3 1/2") MINIMUM TRIM DETAILS ALL DOORS.(RMC 4-2-115.E.3 ARCHITECTURAL DETAILING)ALL DECK ENCLOSURES (I.E., RAILINGS) LOCATED ABOVE THE MAXIMUM WALL PLATE HEIGHT AND NOT STEPPED BACK SHALL BE CONSTRUCTED OF TRANSPARENT TEMPERED GLASS336S.G.111 MAIN LEVEL FF.418' -0"2 UPPER LEVELFF.429' -1 5/8"2 UPPER LEVELFF.429' -1 5/8"1 PLATE428' -1"1 PLATE428' -1"3 PL. EL.438' -2 3/8"3 PL. EL.438' -2 3/8"GARAGE FF.417' -0"9' - 0 3/4"11' - 1"10' - 1"9' - 0 3/4"S.G.401.3 DRAINAGE.SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION SO AS TO NOT CREATE A HAZARD. LOTS SHALL BE GRADED SO AS TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE AWAY FROM FOUNDATION WALLS SHALL FALL A MINIMUM OF 6 INCHES (152 MM) WITHIN THE FIRST 10 FEET.EXCEPTION: WHERE LOT LINES, WALLS, SLOPES OR OTHER PHYSICAL BARRIERS PROHIBIT 6 INCHES OF FALL WITHIN 10 FEET, DRAINS OR SWALES SHALL BE PROVIDED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. A12171014A1223C52' - 6"5' - 6"1361747123A7MAX. WALL PL. HEIGHT24' - 0"173 1/2"5' - 0"1' - 3"S.G.S.G.3343556611133 1/2"3 1/2"3 1/2"3 1/2"3 1/2"3 1/2"133SHEATHING PER PLANPAREX USA SHEATHING JOINT AIR BARRIER EMBEDDED IN WATER-RESITIVE AND AIR BARRIER COATING @ ALL SHEATHING JOINTSPAREX USA WATER-RESITIVE AND AIR BARRIER COATINGWATER-RESITIVE BARRIER SHEETLATH PER ASTM C1063PAREX USA STUCCO BASECOATPAREX USA PRIMER -FOR USE WITH ACRYLC OE ELASTOMERIC FINISHPAREX USA FINISHDPMFEB 8 - 2022Sheet Date:Drawn By:Scale:Client:As indicatedA61002 N 31ST STRENTON, WA 98056CUSTOM HOMEELEVATIONS 21/4" = 1'-0"1WEST ELEVATION1/4" = 1'-0"2SOUTH ELEVATION3/4" = 1'-0"3TYPICAL EXTERIOR STUCCO WALLASSEMBLYREVISED 11/4/2021B22002722 / PR22-000111 V.3Revision ScheduleRevisionNumberRevision Description RevisionDate1 Revision 1 Date 11PLAN REVISED7/3/23