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Home My WebLink AboutPLANS - 22-00003 - 1203 Castle Pines Rd - New SFRP-1REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONSHEET: SCALE:DRAWINGS PROVIDED BY:DATE: 9/8/2021The BelmontRocky Peak DesignTotal Square Footage: 5305 Main Floor Square Footage: 2040 Basement Square Footage: 2137 Front Porch Square Footage: 248 Garage Square Footage:880 N242'-7 11/16"101'-0 15/16"196'-0 5/16"7'-6"7'-6"25' 25' 58'-6" 18' 50'67'-7"20' 10' Castle Pines RoadUtility EasementUtility EasementProperty Line6" Space5' Sidewalk11' SpaceLot 12 Block 5 Division 2 Pine Brook Estates Temp Parc# RPRPNBK2050120 Plot Plan View REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONSHEET: SCALE:DRAWINGS PROVIDED BY:DATE: 9/8/2021The BelmontRocky Peak Design DN SB40 B24R B18R SB42 B9RSB36Integrated Dishwasher B18R DCB36R B24RB24RB2412RB2412RB2412RB2412RB24RB24RB24RB24RSB2422R3DB3022SB2422RB9RB18R SB40 B24R B18R SB42 B9RSB36Integrated Dishwasher B18R DCB36R B24RB24RB2412RB2412RB2412RB2412RB24RB24RB24RB24RSB2422R3DB3022SB2422RB9RB18R DCW2436R W3036W3036W1436RW2436R W1836R W2436R W01W01 D14D14 W05W05 W02W02 W02W02 W04W04 W06W06 D10D10 D02D02 W01W01W01W01W01W01 D09D09 W01W01W01W01 4068D10D10 D07D07D13D13 D13D13 D08D08 D08D08 D01D01 40683068 D08D08 D07D07 D15D15 D08D08 D08D08 D08D08 D04D04 3068W08W08 E1E1 35'4'-6"3'-6"4'-7"6'2'3'-6"5'3'-6"2'-1 3/4"4'1'-10 1/4"3'-4"3'-6 1/2" 5'-0 13/16"12'-6 1/2"12'-6 1/2"2'-5 1/2"2'-5 1/2"3'16'3'2'9'2'-0 1/16" 32'-6 15/16"22'13'-0 1/16" 67'-7"2'-0 1/2"2'-8"4'13'-3 1/2"2'-9"8'-8 1/2"2'-9"13'8'58'-6"10'18'3'1'-6"2'22'-6"11'8'6'-6"50'8'-6"1'3'3'-8"1'3'8'3'1' 4'-11"7'-8"16'6'-5"20'-7"12' 67'-7" 1'-7 1/16" 8'-3" X 7'-8" 34'-0" X 23'-11" 11'-0" X 12'-6" 11'-0" X 12'-6"3'-8" X 13'-10"15'-8" X 14'-3" 20'-8" X 16'-5" 4'-1" X 5'-8" 11'-7" X 14'-8" 7'-0" X 2'-5" 11'-9" X 10'-6" 7'-0" X 8'-4" 6'-1" X 14'-3" 9'-2" X 14'-7" 32'-3" X 7'-8"3'-1" X 6'-0"15'-11" X 3'-9" GARAGE BEDROOM 2 BEDROOM 3 HALLGREAT MASTER BEDROOMPANTRY MASTER BATH WALK-IN CLOSET DINING WCSHWR STAIRWELL KITCHEN CLOSET BATH PORCH 1st Floor REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONSHEET: SCALE:DRAWINGS PROVIDED BY:DATE: 9/8/2021The BelmontRocky Peak Design SSB24RB24RB24RB24RB24RB24RB24RB24RD05D05 W09W09 W09W09 W09W09 W09W09 W09W09 2668D06D06 D05D05 D03D03 D11D11 3068 D05D05 D11D11 D05D05D05D05 D06D06 D12D12 D11D11 UP 3'-3 7/16"16'-2"3'-3 7/16"1'-6 9/16"9'-2"1'-11 1/16" 11'9'-10"22'-8 7/8"12'-7 5/8" 67'-7" 11'-4 1/2"9'-10"19'-5 9/16"5'4'-6"11'-10 7/8"28'-11 9/16"7'-9"58'-10 7/16"18'18'-3 7/16"3'-2"1'-5"2'22'-10 7/16"25'-6"50'-4 7/16"7'-9"8'-6"8'-6"5'10'5'9'5'13'-1"3'-6"5'3'-6" 55'-7"12' 67'-7" 2138 SQ FT 34'-1" X 24'-2" 10'-0" X 9'-3"9'-9" X 9'-3" LIVING AREA GARAGE MECHANICALSTORAGE Foundation REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONSHEET: SCALE:DRAWINGS PROVIDED BY:DATE: 9/8/2021The BelmontRocky Peak Design Elevation 1 Elevation 2 REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONSHEET: SCALE:DRAWINGS PROVIDED BY:DATE: 9/8/2021The BelmontRocky Peak Design Elevation 3 Elevation 4 REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONSHEET: SCALE:DRAWINGS PROVIDED BY:DATE: 9/8/2021The BelmontRocky Peak Design WINDOW SCHEDULE 3D EXTERIOR ELEVATION NUMBER LABEL QTY FLOOR SIZE R/O EGRESS HEADER CODE MANUFACTURER COMMENTS W01 2840DH 6 1 2840DH 33"X49"2X6X36" (2) W02 3040DH 2 1 3040DH 37"X49"2X6X40" (2) W03 3040FX 1 2 3040FX 37"X49"2X6X40" (2) W04 3040SH 1 1 3040SH 37"X49"2X6X40" (2) W05 3636DH 1 1 3636DH 43"X43"2X6X46" (2) W06 4040FX 1 1 4040FX 49"X49"2X6X52" (2) W08 5050RS 1 1 5050RS 61"X61"2X6X64" (2) W09 5050RS 5 0 5050RS 61"X61"2X6X64" (2) DOOR SCHEDULE 3D EXTERIOR ELEVATION NUMBER LABEL QTY FLOOR SIZE R/O DESCRIPTION HEADER CODE MANUFACTURER COMMENTS D01 11068 1 1 11068 L IN 24 5/16"X82 1/2"HINGED-DOOR P04 2X6X27 5/16" (2) D02 16080 1 1 16080 194"X99"GARAGE-GARAGE DOOR CHD06 2X12X200" (2) D03 2168 1 0 2168 R IN 27 7/16"X82 1/2"HINGED-DOOR P04 2X6X30 7/16" (2) D04 2468 1 1 2468 R IN 30"X82 1/2"HINGED-DOOR P04 2X6X33" (2) D05 2668 5 0 2668 L IN 32"X82 1/2"HINGED-DOOR P04 2X6X35" (2) D06 2668 2 0 2668 R IN 32"X82 1/2"HINGED-DOOR P04 2X6X35" (2) D07 2668 2 1 2668 L IN 32"X82 1/2"HINGED-DOOR P04 2X6X35" (2) D08 2668 6 1 2668 R IN 32"X82 1/2"HINGED-DOOR P04 2X6X35" (2) D09 3068 1 1 3068 L EX 38"X83"EXT. HINGED-DOOR E21 2X6X41" (2) D10 3068 2 1 3068 R EX 38"X83"EXT. HINGED-DOOR E21 2X6X41" (2) D11 4068 3 0 4068 L/R IN 50"X82 1/2"DOUBLE HINGED-DOOR P04 2X6X53" (2) D12 5068 1 0 5068 L/R IN 62"X82 1/2"DOUBLE HINGED-DOOR P04 2X6X65" (2) D13 5068 2 1 5068 L/R IN 62"X82 1/2"DOUBLE HINGED-DOOR P04 2X6X65" (2) D14 6068 1 1 6068 L EX 74"X83"EXT. SLIDER-GLASS PANEL 2X10X77" (2) D15 9080 1 1 9080 110"X99"GARAGE-GARAGE DOOR CHD06 2X12X116" (2) Schedules REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONSHEET: SCALE:DRAWINGS PROVIDED BY:DATE: 9/8/2021The BelmontRocky Peak Design 8 : 128 : 12 8 : 12 8 : 128 : 12 8 : 12 8 : 128 : 123 : 12Roof Plan View REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONSHEET: SCALE:DRAWINGS PROVIDED BY:DATE: 9/8/2021The BelmontRocky Peak Design FOUNDATION NOTES: SLOPE CRAWL SPACE TO DRAIN. MAXIMUM SLOPE IS 2 HORIZ., 1 VERT. BETWEEN FOOTINGS AT DIFFERENT ELEVATIONS. ALL FOOTINGS TO REST ON CLEAN, FIRM UNDISTURBED SOIL. STEP FOOTINGS A REQUIRED TO MAINTAIN REQUIRED DEPTH BELOW FINISH GRADES. CONCRETE STRENGTH, 3,000 PSI AT 28 DAYS FOR ALL SLABS. (FOUNDATION DESIGN BASED ON 2,500 PSI). 3,000 PSI AT 28 DAYS FOR ALL OTHER CONDITION. MAXIMUM SLUMP, 4" USE ASTM A-615 GRADE 60 DEFORMED REINFORCING BARS UNLESS NOTED OTHERWISE CONCRETE EXPASION ANCHORS SHALL BE 'SIMPSON WEDGE-ALL STUD ANCHORS' OR ENGINEER APPROVED EQUAL. EPOXY TO BE SIMPSON "SET" ADHESIVE OR APPROVED EQUAL. INFILTRATION, ALL OPENINGS IN THE EXT. BLDG. ENVELOPE SHALL BE SEALED AGAINST AIR INFILTRATION. THE FOLLOWING AREAS MUST BE SEALED. * JOINTS AROUND WINDOW AND DOOR FRAMES * JOINTS BETWEEN WALL CAVITY AND WINDOW/DR. FME. * JOINTS BETWEEN WALL AND FOUNDATION * JOINTS BETWEEN WALL AND ROOF * JOINTS BETWEEN WALL PANELS * UTILITY PENETRATIONS THROUGH EXTERIOR WALLS CHIEF ARCHITECT, INC. MAKES NO WARRANTY THAT THESE DRAWINGS COMPLY WITH ANY BUILDING CODES AND PROVIDED TO YOU "AS IS". PLEASE REFER TO YOUR END USER SOFTWARE LICENSE AGREEMENT FOR MORE INFORMATION ABOUT THE TERMS AND CONDITIONS PURSUANT TO THESE DRAWINGS. © Chief Architect 2010 COARSE GRAVEL SURROUND FILL COMPACTED SOIL COMPACTED SOIL PSI COMPACTION AS REQ. 4" BASE SAND OR SOIL FILL FILTERING MATERIAL FABRIC WRAPPED AROUND DRAIN GRAVEL REINFORCING STEEL AS REQUIRED 4" GRAVEL BASE 4" FLEXIBLE HDPE (high-density polyethylene) DRAINAGE SYSTEM VERTICAL STEEL REINFORCING REBAR AS REQUIRED CAST-IN-PLACE ANCHOR BOLT TREATED SILL PLATE 8" X 96" CONCRETE FOUNDATION WALL 8" X 16" CONCRETE FOOTING SILL SEALER 96" Basement Foundation Wall w/11 7/8" I-Joist - R Scale VAPOR BARRIER REINFORCING STEEL AS REQUIRED 4" CONCRETE SLAB 11 7/8" I-Joist R-21 INSULATION RIM JOIST R-38 BATT INSULATION (in crawlspace) 2 X 6 EXTERIOR WALL SIDING SHEATHING WALLBOARD 3/4" T&G SUBFLOOR ROOF FRAMING / TRUSS NOTES: TRUSS DRAWING IS FOR ILLUSTRATION ONLY. ALL TRUSSES SHALL BE INSTALLED & BRACED TO MANUFACTURERS DRAWINGS & SPECIFICATIONS. ALL TRUSSES SHALL CARRY MANUFACTURERS STAMP. ALL TRUSSES WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPT. APPROVAL OF ENGINEERING CALCULATIONS. ALL TRUSSES SHALL HAVE DESIGN DETAILS & DRAWINGS ON SITE FOR FRAMING INSPECTION. ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO MAIN GIRDER TO BE PROVIDED BY TRUSS MANUFACTURER. ALL ROOF FRAMING 24" O.C. ALL OVERHANGS 16". INSTALL POLYISOCYANURATE FOAM TYPE INSULATION AT FLOOR AND PLATE LINES, OPENINGS IN PLATES, CORNER STUD CAVITIES AND AROUND DOOR AND WINDOW ROUGH OPENING CAVITIES. ATTIC VENTILATION: REQUIRED ABOVE HOUSE. MIN. SNOW LOAD 50 LBs PER SQUARE FOOT. WALL HEADERS: (2) 2 X 10 DF 2 TYP. UNO ROOF & FLOOR TRUSS MANUFACTURER: _______________________ Standard Truss (print at 1"=1') CHIEF ARCHITECT, INC. MAKES NO WARRANTY THAT THESE DRAWINGS COMPLY WITH ANY BUILDING CODES AND PROVIDED TO YOU "AS IS". PLEASE REFER TO YOUR END USER SOFTWARE LICENSE AGREEMENT FOR MORE INFORMATION ABOUT THE TERMS AND CONDITIONS PURSUANT TO THESE DRAWINGS. © Chief Architect 2006 EQUALLY SPACED RISERS 8" MAX (check local code for requirements) CHIEF ARCHITECT, INC. MAKES NO WARRANTY THAT THESE DRAWINGS COMPLY WITH ANY BUILDING CODES AND PROVIDED TO YOU "AS IS". PLEASE REFER TO YOUR END USER SOFTWARE LICENSE AGREEMENT FOR MORE INFORMATION ABOUT THE TERMS AND CONDITIONS PURSUANT TO THESE DRAWINGS. © Chief Architect 2008 Interior Stair (print at 1"=1') BASE MOLDING FINISH FLOORING PLYWOOD SUBFLOOR AT TREAD AND RISER FULL STRINGER SOFFIT BLOCKING NOTCHED STRINGER Engineering Notes REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONSHEET: SCALE:DRAWINGS PROVIDED BY:DATE: 9/8/2021The BelmontRocky Peak DesignALL HEADERS ARE 2- 2X10"