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HomeMy WebLinkAboutPLANS New SFD 1877 Ptarmigan Trl 2020-04-22scale 1/4"=1'-0" Front Elevation Firs t Floor Plan Second Floor Plan scale 1/4"=1'-0" Rear E levation scale 1/4"=1'-0" Right Side Elevation scale 1/4"=1'-0" Left Side Elev ation North Elevation Bas ement Plan Main Floor Plan U pper Floor Plan scale 1/4"=1'-0" South Elev ation scale 1/4"=1'-0" Eas t Elev ation scale 1/4"=1'-0" West Elevation Firs t Floor Framing Plan Second Floor Fram ing Plan Roof Framing Plan Roof Plan Main Floor Fram ing Plan U pper Floor Framing Plan GENERAL NOTES 1.DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS - MAY NOT BE PRINTED TO SCALE 2.ENGINEERING DRAWINGS, NOTES AND SPECIFICATIONS TAKE PRECEDENCE OVER THESE PLANS. 3.ALL WORK TO BE PERFORMED IN COMPLIANCE WITH ALL APPLICABLE CODE, REGARDLESS OF WHAT IS, OR IS NOT ON THIS SET OF PLANS. 4.PLANS ARE INTENDED TO CONFORM TO INTERNATIONAL RESIDENTIAL CODE 2015, DESIGNER (NAMAQUA BLUEPRINT LLC - TODD WILDERMAN) MAKES NO GUARANTEE OF COMPLIANCE AND IS NOT RESPONSIBLE FOR CONSTRUCTION COMPLIANCE OR SUPERVISION. THE CONTRACTOR IS RESPONSIBLE TO COMPLY WITH ALL APPLICABLE CODE AND MAKE ADJUSTMENTS AS NECESSARY TO MAINTAIN COMPLIANCE. USE OF THESE PLANS IMPLIES AGREEMENT WITH THIS STATEMENT. 5.DIMENSIONS ARE TO FACE OF STUD. EXTERIOR WALLS TO BE 2X6, INTERIOR 2X4 UNLESS NOTED OTHERWISE. 6. WALL BEHIND CLOTHES DRYER TO BE 2X6 7. FOUNDATION DESIGN, STRUCTURAL SPECIFICATIONS, BEAMS, CONNECTIONS, FOUNDATION DRAIN, SITE DRAINAGE, LOAD CALCULATIONS, WIND LOAD, SNOW LOAD, FLOOR AND ROOF LOAD, SOIL BEARING CAPACITY, SOIL EXPANSION ETC. TO BE PER LICENSED ENGINEER. ALL NOTATIONS AND SPECIFICATIONS ON THESE PLANS ARE FOR REFERENCE AND COMMUNICATION. ENGINEERING SPECIFICATIONS TAKE PRECEDENCE REGARDLESS OF WHAT IS OR IS NOT ON THIS SET OF PLANS. 8. WINDOWS - BRAND TO BE DETERMINED - ALL WINDOWS WITHIN 24" OF DOORS, INSTALLED AT STAIRWAYS, INSTALLED NEXT TO BATH TUBS OR IN SHOWERS, AND ANY PANE OVER 9 SQ.FT., SHALL HAVE TEMPERED GLASS. WINDOW SUPPLIER AND CONTRACTOR TO VERIFY. 9. EGRESS - WINDOWS IN BEDROOMS OR OTHER HABITABLE ROOMS, SHALL HAVE EGRESS OPENING OF A MINIMUM OF 5.7 SQ.FT., MINIMUM WIDTH OF 20", MINIMUM HEIGHT OF 24", NOT MORE THAN 44" ABOVE ADJACENT FLOOR. BASEMENT WINDOWS SHALL HAVE APPROPRIATE EGRESS WINDOW WELL AND EGRESS LADDER WHEN THE BOTTOM OF THE WINDOW WELL IS MORE THAN 44" BELOW GRADE. 10. ALL MECHANICAL AND HEATING EQUIPMENT TO BE INSTALLED PER CODE. PROVIDE APPROPRIATE EXHAUST VENT AND COMBUSTION VENTING. CONSULT CODE. S S S S E / L E / L E / L E / L S / W S / W S / W S / W S / W 15' 25' 10' 50' 1 0 ' 2 5 ' 1 0 ' 2 5' 2 5 ' 1 0 ' 1 0 ' 2 5 ' 1 8 8 ' 120 .1' 1 8 3 .6 ' 6 4 . 2 ' 138.1' 1 2 1 . 4 ' 89.4' 1 2 6 .5 ' 1 2 2 .4 ' 128' 1 8 5 .6 ' 134.6' 138.1' 1 9 5.1' 7 6 1 2 7 61 3 7 6 1 4 7 6 1 5 7 6 1 6 7 6 1 7 7619 7618 7620 7621 7622 7623 S 89-51-00 E 281.76' N 0 2 - 5 5 - 1 5 W 3 6 8 . 9 6 ' P T A R M I G A N T R A I L S 6 6 -3 6 -5 5 W 1 4 1 .4 5 ' R =2 2 5 ' L =8 5 .0 1 ' S 88-15-51 W 49.85' N 00-05-49 E 291.95' EASEMENT SETBACK E A SEM E N T EASEMENT SETB A C K SETBACK S E T B A C K E A S E M E N T NORTH P R O P O S E D R E S I D E N C E F F E @ 7 6 2 0 H I G H E S T R I D G E @ 7 6 4 3 S E W E R ELEC W A T E R EXISTING CONTOURS DRIVE LOT 10, FINAL PLAT, GOOD SAMARITAN SUBDIVISION OF COLORADO TOWN OF ESTES PARK, STATE OF COLORADO LOCATED IN THE NW 1 4 OF SECTION 20 T5N, R72W OF THE 6TH P.M., LARIMER COUNTY, CO DRIVE CLIMATE ZONE 5B (dry) FENESTRATION U-FACTOR 0.32 INSULATION VALUES CEILING MIN R-49 WALL MIN R-20 SLAB MIN R-10 to MIN 24" BELOW GRADE CODE NOTES scale 1"=20' Site Plan A-1 TITLE PAGE. SITE PLAN A-2 ELEVATIONS FRONT, REAR A-3 ELEVATIONS RIGHT, LEFT A-4 FLOOR PLAN A-5 UPPER FLOOR PLAN A-6 UPPER FLOOR FRAMING PLAN A-7 ROOF FRAMING PLAN A-8 SECTIONS A,B A-9 SECTION C A-10 SECTIONS D,E,F,G,H A-11 SECTION J A-12 ELECTRICAL PLANS A-13 FOUNDATION PLAN SHEET INDEX 3/4/2020 Contractor Rich & Kelly Woessner Project Address: TBD Ptarmigan Trail Estes Park CO © 2019 A -1 Woessner R esidence SHEET NUMBER Revision DATE Nathan Kinley 970-227-4865 nathan@kinleybuilt.com SERVICE DESCRIPTION NAMAQUA BLUEPRINT LLC, WILDERMAN DESIGNS, TODD WILDERMAN (DESIGNER) PROVIDES ARCHITECTURAL DESIGN AND DRAFTING FOR ALLOWED PROJECTS PER COLORADO STATUTE. THE INTENT OF THIS SERVICE IS TO PROVIDE OVERALL CONCEPT COMMUNICATION. EXACT SPECIFICATIONS MAY VARY FROM WHAT IS ON THE PLANS AND IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND/OR CLIENT TO VERIFY AND ADJUST AS NEEDED. PROJECTS REQUIRING PROFESSIONAL ENGINEERING OR OTHER PROFESSIONAL SERVICE SHALL HAVE DRAWINGS AND SPECIFICATIONS PROVIDED BY ASSOCIATED PROFESSIONALS IN THESE FIELDS OF SERVICE. CONTRACTOR OR CLIENT SHALL COORDINATE INFORMATION AND ADJUST AS NEEDED. DESIGNER MAKES NO CLAIM OF ACCURACY OR EXACTNESS AND THE PROJECT SHALL BE ASSEMBLED ACCORDING TO ALL APPLICABLE CODE, REGARDLESS OF WHAT IS, OR IS NOT ON THIS SET OF PLANS. CLIENT UNDERSTANDS THAT THERE IS NO ARCHITECTURAL STAMP OR LICENSE ASSOCIATED WITH THESE PLANS. CLIENT AND CONTRACTOR WILL INDEMNIFY AND HOLD DESIGNER HARMLESS FROM ANY AND ALL CLAIMS AS A RESULT OF THE USE OF THESE PLANS. THESE PLANS AND THE ASSOCIATED DESIGN ARE THE PROPERTY OF THE DESIGNER AND SHALL NOT BE USED OR TRANSFERRED WITHOUT EXPRESS PERMISSION OF DESIGNER. W o es s n e r R e s i de n c e Firs t Floor Plan scale 1/4"=1'-0" Right Side Elevation scale 1/4"=1'-0" Left Side Elev ation North Elevation Bas ement Plan Floor Plan Main Floor Plan scale 1/4"=1'-0" South Elev ation scale 1/4"=1'-0" Eas t Elev ation scale 1/4"=1'-0" West Elevation Firs t Floor Framing Plan Second Floor Fram ing Plan Roof Framing Plan Roof Plan Main Floor Fram ing Plan U pper Floor Framing Plan Lower Floor Plan W07W07 W15W15W17W17 D01D01D01D01 W14W14 W04W04 W16W16W03W03 W07W07 W15W15W17W17 D01D01D01D01 W14W14 W25W25 W13W13 W04W04 43 1/2" 109 1/8" 10 1/4" 139 5/8" Top of Subfloor - 1st Floor 0.0' Top of Subfloor - 2nd Floor 9.9' 119 3/8" Highest Ridge 21.6' 139 5/8" STANDING SEAM METAL ROOFING CEMENT STUCCO 8" SHIP-LAP SIDING CEMENT STUCCO 8" SHIP-LAP SIDING SUN TUBES SUN TUBES NOTE: WILDFIRE PROTECTION TO BE NON-COMBUSTIBLE MATERIAL ON THE GROUND SURFACE FOR A HORIZONTAL DISTANCE OF 6' MINIMUM FROM ALL PERIMETER WALLS W07W07 W15W15W17W17 D01D01D01D01 W14W14 W04W04 W16W16W03W03 W07W07 W15W15W17W17 D01D01D01D01 W14W14 W25W25 W13W13 W04W04 W02W02W02W02 D02D02 W18W18 W10W10 W01W01 W22W22W02W02 W21W21W21W21 W05W05 W06W06 D13D13 W08W08 D02D02 W18W18 W10W10 W01W01 W22W22W02W02 43 1/2" 109 1/8" 10 1/4" 139 5/8" Top of Subfloor - 1st Floor 0.0' Top of Subfloor - 2nd Floor 9.9' 119 3/8" Highest Ridge 21.6' 139 5/8" STANDING SEAM METAL ROOFING CEMENT STUCCO 8" SHIP-LAP SIDING NOTE: WILDFIRE PROTECTION TO BE NON-COMBUSTIBLE MATERIAL ON THE GROUND SURFACE FOR A HORIZONTAL DISTANCE OF 6' MINIMUM FROM ALL PERIMETER WALLS 8" SHIP-LAP SIDING CEMENT STUCCO CEMENT STUCCO STANDING SEAM METAL ROOFING W02W02W02W02 D02D02 W18W18 W10W10 W01W01 W22W22W02W02 W21W21W21W21 W05W05 W06W06 D13D13 W08W08 D02D02 W18W18 W10W10 W01W01 W22W22W02W02 3/4/2020 Contractor Rich & Kelly Woessner Project Address: TBD Ptarmigan Trail Estes Park CO © 2019 A -2 Woessner R esidence SHEET NUMBER Revision DATE Nathan Kinley 970-227-4865 nathan@kinleybuilt.com scale 1/4"=1'-0" Front Elevation scale 1/4"=1'-0" Rear Elevation General Notes All Elevations: -Asphalt shingles to meet 175 MPH wind-speed -All stone, stucco and siding to have barrier underneath at exterior walls -Roof slopes from 2:12 UP to 4:12 req double underlayment -Sills less than 24” w/72+” of fall req fall protection -Roof ventilation per R806 -All stairs, landings, guards, rails and walking surfaces to comply with R311 and R312 Reviewed by SAFEbuilt 04/22/2020 scale 1/4"=1'-0" Front Elevation Firs t Floor Plan Second Floor Plan scale 1/4"=1'-0" Rear E levation North Elevation Bas ement Plan Floor Plan Main Floor Plan U pper Floor Plan scale 1/4"=1'-0" South Elev ation scale 1/4"=1'-0" Eas t Elev ation scale 1/4"=1'-0" West Elevation Firs t Floor Framing Plan Second Floor Fram ing Plan Roof Framing Plan Roof Plan Main Floor Fram ing Plan U pper Floor Framing Plan DOOR SCHEDULE NUMBER ROOM NAME LABEL QTY FLOOR SIZE WIDTH HEIGHT FIRE DESCRIPTION COMMENTS AREA, ACTUAL (SQ FT) D01 GARAGE 10080 2 1 10080 120 "96 "GARAGE-GLASS LOUVER 80.0 D02 LIVING 16080 1 1 16080 L/R EX 192 "96 "EXT. QUAD SLIDER-GLASS PANEL 128.0 D03 LIN/HALL 1868 1 1 1868 R IN 20 "80 "HINGED-DOOR P03 11.11 D04 SHOWER/MASTER BATH 2456 1 1 2456 R 28 "66 "SHOWER-GLASS SLAB 12.83 D05 CLOSET/MASTER BATH 2668 1 1 2668 L 30 "80 "POCKET-DOOR P03 16.67 D06 BATH/BEDROOM 3 2668 1 1 2668 L IN 30 "80 "HINGED-DOOR P03 16.67 D07 MASTER FOYER/CLOSET 2668 1 1 2668 L/R 30 "80 "DOUBLE POCKET-DOOR P03 16.67 D08 BATH/BATH 2668 1 1 2668 R IN 30 "80 "HINGED-DOOR P03 16.67 D09 MASTER BEDROOM/MASTER FOYER 3068 1 1 3068 L 36 "80 "POCKET-DOOR P03 OPTIONAL OPERABLE TRANSOM ABOVE 20.0 D10 HALL/LAUNDRY 3068 1 1 3068 L 36 "80 "POCKET-PANEL 20.0 D11 GARAGE/MUD 3068 1 1 3068 L EX 36 "80 "YES EXT. HINGED-PANEL 20.0 D12 HALL/MASTER FOYER 3068 1 1 3068 R 36 "80 "POCKET-DOOR P03 OPTIONAL OPERABLE TRANSOM ABOVE 20.0 D13 KITCHEN 3068 1 1 3068 R EX 36 "80 "EXT. HINGED-GLASS PANEL 20.0 D14 GARAGE/BOILER 3068 1 1 3068 R IN 36 "80 "HINGED-DOOR P03 20.0 D15 ENTRY 3680 1 1 3680 R EX 42 "96 "EXT. HINGED-GLASS PANEL 28.0 D16 ATTIC 4040 1 2 4040 L/R EX 48 "48 "EXT. DOUBLE HINGED-SLAB 16.0 D17 BEDROOM 2/CLOSET 4068 1 1 4068 L IN 48 "80 "SLIDER-SLAB 26.67 D18 CLOSET/BATH 4068 1 1 4068 R IN 48 "80 "SLIDER-SLAB 26.67 D19 BEDROOM 2/HALL 5068 1 1 5068 L/R 60 "80 "DOUBLE POCKET-PANEL OPTIONAL OPERABLE TRANSOM ABOVE 33.33 D20 HALL/BATH 2 2668 1 1 2668 R IN 30 "80 "HINGED-DOOR P03 16.67 D21 HALL/BEDROOM 3 2668 1 1 2668 L IN 30 "80 "HINGED-DOOR P03 OPTIONAL OPERABLE TRANSOM ABOVE 16.67 D22 HALL/MUD 3068 1 1 3068 L 36 "80 "POCKET-PANEL 20.0 D23 MASTER FOYER/MASTER BATH 3068 1 1 3068 R 36 "80 "POCKET-DOOR P03 20.0 D24 PANTRY/HALL 2668 1 1 2668 R IN 30 "80 "HINGED-DOOR P03 16.67 D25 W/C/MASTER BATH 2668 1 1 2668 R IN 30 "80 "HINGED-DOOR P03 16.67 D26 HALL/HALL 3668 1 1 3668 R 42 "80 "POCKET-GLASS PANEL 23.33 TOTALS:759.3 WINDOW SCHEDULE NUMBER ROOM NAME LABEL QTY FLOOR SIZE WIDTH HEIGHT TOP EGRESS TEMPERED DESCRIPTION COMMENTS AREA, ACTUAL (SQ FT) W01 BEDROOM 2 10350MU 1 1 10350 123 "60 "88"MULLED UNIT-HR 51.25 W02 MASTER BEDROOM 10360MU 1 1 10360 123 "72 "100"MULLED UNIT-HR 61.5 W03 OPEN BELOW 10420MU 1 2 10420 124 "24 "46"MULLED UNIT-HR 20.67 W04 DINING 10460MU 1 1 10460 124 "72 "100"MULLED UNIT-HR 62.0 W05 16023MU 1 2 16023 192 "27 "49 1/8"MULLED UNIT-HR 36.0 W06 PANTRY 2016FX 1 1 2016FX 24 "18 "88"FIXED GLASS 3.0 W07 GARAGE 2020FX 1 1 2020FX 24 "24 "107"YES FIXED GLASS 4.0 W08 KITCHEN 8350RS 1 1 8350RS 99 "60 "100"RIGHT SLIDING 41.25 W10 BATH 2040SC 1 1 2040SC 24 "48 "88"SINGLE CASEMENT-HR 8.0 W11 BEDROOM 3 2060FX 1 1 2060FX 24 "72 "100"FIXED GLASS 12.0 W12 LOFT 2650SC 1 2 2650SC 30 "60 "94"YES YES SINGLE CASEMENT-HL 12.5 W13 MASTER BATH 3036SC 1 1 3036SC 36 "42 "80"YES SINGLE CASEMENT-HR 10.5 W14 BEDROOM 3 4160MU 1 1 4160 49 "72 "100"MULLED UNIT-HR 24.5 W15 HALL 5160MU 1 1 5160 61 "72 "100"MULLED UNIT-HR 30.5 W16 OPEN BELOW 6220MU 1 2 6220 74 "24 "46"MULLED UNIT-HR 12.33 W17 ENTRY 6240MU 1 1 6240 74 "48 "88"YES MULLED UNIT-HR 24.67 W18 BEDROOM 3 7850MU 1 1 7850 92 "60 "88"YES MULLED UNIT-HR 38.33 W19 MASTER BEDROOM 7860MU 1 1 7860 92 "72 "100"YES MULLED UNIT-HR 46.0 W20 GARAGE 8320MU 1 1 8320 99 "24 "107"YES MULLED UNIT-HR 16.5 W21 LOFT 8350MU 2 2 8350 99 "60 "94"MULLED UNIT-HR 41.25 W22 CLOSET 2040SC 2 1 2040SC 24 "48 "88"SINGLE CASEMENT-HR 8.0 W24 PIANO 2040SC 1 1 2040SC 24 "48 "88"SINGLE CASEMENT-HR 8.0 W25 PIANO 7850MU 1 1 7850 92 "60 "80"MULLED UNIT-HR 38.33 TOTALS:660.33 W19W19W22W22 W12W12 W19W19W22W22 12 2-1/2 12 2-1/2 43 1/2" 109 1/8" 10 1/4" 139 5/8" Top of Subfloor - 1st Floor 0.0' Top of Subfloor - 2nd Floor 9.9' 119 3/8" Highest Ridge 21.6' 139 5/8" CEMENT STUCCO 8" SHIP-LAP SIDING NOTE: WILDFIRE PROTECTION TO BE NON-COMBUSTIBLE MATERIAL ON THE GROUND SURFACE FOR A HORIZONTAL DISTANCE OF 6' MINIMUM FROM ALL PERIMETER WALLS CEMENT STUCCO 8" SHIP-LAP SIDING W19W19W22W22 W12W12 W19W19W22W22 W20W20 W11W11 W20W20 W11W11 12 2-1/2 12 2-1/2 43 1/2" 109 1/8" 10 1/4" 139 5/8" Top of Subfloor - 1st Floor 0.0' Top of Subfloor - 2nd Floor 9.9' 119 3/8" Highest Ridge 21.6' 139 5/8" CEMENT STUCCO 8" SHIP-LAP SIDING CEMENT STUCCO CEMENT STUCCO W20W20 W11W11 W20W20 W11W11 3/4/2020 Contractor Rich & Kelly Woessner Project Address: TBD Ptarmigan Trail Estes Park CO © 2019 A -3 Woessner R esidence SHEET NUMBER Revision DATE Nathan Kinley 970-227-4865 nathan@kinleybuilt.com DOOR AND WINDOW INFO INTERIOR DOORS - SOLID, 3 PANEL ALDER INTERIOR TRIM BASE 5/4x6 ALDER WINDOW CASING 5/4x2-1/2 ALDER DOOR CASING 5/4x3-1/2 ALDER EXTERIOR TRIM @ STUCCO - NONE EXTERIOR TRIM @ WOOD SIDING 1x4 TO MATCH SIDING WINDOWS - METAL CLAD, BLACK scale 1/4"=1'-0" Right Side Elev ation scale 1/4"=1'-0" Left Side Elevation General Notes All Elevations: -Asphalt shingles to meet 175 MPH wind-speed -All stone, stucco and siding to have barrier underneath at exterior walls -Roof slopes from 2:12 UP to 4:12 req double underlayment -Sills less than 24” w/72+” of fall req fall protection -Roof ventilation per R806 -All stairs, landings, guards, rails and walking surfaces to comply with R311 and R312 YES Verify in field Reviewed by SAFEbuilt 04/22/2020 Bas ement Plan scale 1/4"=1'-0" Main Floor Plan U pper Floor Plan Second Floor Plan Firs t Floor Plan Floor Plan Firs t Floor Framing Plan Second Floor Fram ing Plan Roof Plan Main Floor Fram ing Plan U pper Floor Framing Plan Roof Framing Plan LCB36R SB2420R SB2420R 2DB2420 DW 3DB18 3DB24 B4516 SB27 2DB27 B4516 2DB36 2DB22 SB24 2DB18 3DB30 3DB21 SB36 2DB6117 2DB6117 Trash 18 2DB2120 2DB2120 LCB36R SB2420R SB2420R 2DB2420 DW 3DB18 3DB24 B4516 SB27 2DB27 B4516 2DB36 2DB22 SB24 2DB18 3DB30 3DB21 SB36 2DB6117 2DB6117 Trash 18 2DB2120 2DB2120 OTC3024108 U332496 U332496 W364124 W2754 W2754 W3054 W1842R W3342 W2430R W2242L W6630 W6630 W3342 W6630 W6630 W6630 D15D15 W07W07 W20W20 W24W24 W15W15 W17W17 D01D01D01D01 W06W06 D13D13 W08W08 D02D02 D14D14 D11D11 W18W18 W10W10 W01W01 W11W11 W14W14 D26D26 W22W22 W02W02 W25W25 D24D24D19D19D03D03 W19W19 D23D23 W13W13 D09D09 D17D17 D07D07 W22W22 D22D22D10D10D20D20 D25D25 D12D12 D05D05 D21D21 D06D06 D08D08 D04D04 W04W04 D18D18 UP ATTIC ACCESS 22x30 H.B. H.B. AAA BBB DDD EEE FFF GGG HHH E1E1 Elevation 1 JJ J E2E2 Exterior Elevation Front E3E3 Exterior Elevation Left E4E4 Exterior Elevation Back E5E5 Exterior Elevation Right X-2 X-3 X-3 X-1 X-2 X-2 X-2 X-2 X-3 X-3 X-2 X-2 X-2 X-2 Type 5 X-2 X-2 X-2 X-1 X-1 X-1 X-1X-1 X-1 X-1 X-1 X-1 X-1 X-3 Type 5 X-2 Type 5 Type 5 Type 5 5'5'-8"1'-7"1'-9" 5'-8 1/2" 10'-10" 1' 22'-3 1/4" 2'-2"1'-10"3'10'2'10'5'-6"7'-1 1/2"5'-4 1/2"8'3'-6"3'-6"5'-8"5'-8"3'-10"3'-10" 7'4'30'-6"12'-6"8'7'11'-4"7'-8"10'6' 3'-3"3'-9" 5'-10 1/2" 2' 7'-4" 7'-1 1/2" 7'-10 1/2" 14'-5 1/2" 2' 4'-8" 22'-4" 8' 16' 8'-4" 15'-6 1/4" 2'-5 3/4" 5'-9 1/2" 16'-6 1/2" 10' 18' 22'-4" 10' 4'-8" 4'-4" 9' 9'-8" 2' 6'-1 1/2"12'-10 1/2"4'-5 1/2"3'-4 1/4"3'-2 1/4"6'-6"6'-4 1/2" 23'-5 1/2"6'-6 1/2"12'-10 1/2"2'-4 1/2"3'-4"2'-9"10'-8" 23'-8"18'-4"30'32' 8'-11"8'-9"3'-1 1/2"2'-10 1/2"9'-8 1/2"8'-7 1/2" 17'-8"6' 104' 104' 2' 22'-4" 7'-8" 8' 8'-4" 50'-4" 4'-4" 5'-4" 6'-5" 4'-6 1/2" 2'-4" 4'-8 1/2" 6'-3" 3'-8"2'-4 1/2"2'-11"5'-6"9'-5"8"7' 10'-1" 2'-11 1/2" 8'-6" 5'-11 1/2" 5'-4 1/2"4'-7 1/2" 3'-8 1/2" 5' 5'6'-5" 4'-6 1/2" 2'-4" 4'-3" 5'-6"2'-8"5'-11"6'-6"3'-7 3/4"3'-4 1/4" 3'-7 3/4"16'-9 1/4"2'-1 1/2" 14'15' 3'-6" 3'-6" 3'-9 3/8" 3'-3" 172 SQ FT 29 SQ FT 11 SQ FT 150 SQ FT 30 SQ FT 789 SQ FT 34 SQ FT 275 SQ FT 85 SQ FT 63 SQ FT 31 SQ FT 11 SQ FT 27 SQ FT 74 SQ FT 43 SQ FT 42 SQ FT 308 SQ FT 47 SQ FT 20 SQ FT 41 SQ FT100 SQ FT 51 SQ FT 229 SQ FT 292 SQ FT 4 SQ FT 29 SQ FT 90 SQ FT 34 SQ FT 2548 SQ FT GARAGE LIVING AREA BATH BATH 2 BEDROOM 2 BATH BEDROOM 3 CLOSET KITCHEN LIVING PANTRY ENTRY LAUNDRY DINING BOILER MUD CLOSET MASTER FOYER MASTER BATH CLOSET W/C SHOWER MASTER BEDROOM PIANO HALL CLOSET LIN HALL HALL A A A A B B B B D D D D E E E E F F F F G G G G H H H H I III SUN TUBE SUN TUBE SUN TUBE SUN TUBE SLOPED CEILING SLOPED CEILING SLOPED CEILINGSLOPED CEILING SLOPED CEILING SLOPED CEILING SLOPED CEILING SLOPED CEILING SLOPED CEILING SLOPED CEILING SLOPED CEILING 9' CEILING 9' CEILING 9' CEILING WOOD CEILING FINISH @ 9' CEILINGWOOD FINISH THIS WALL GAS 8' CEILING 8' CEILING 8' CEILING 8' CEILING 8' CEILING 8' CEILING FLOOR DRAINFLOOR DRAIN 9' CEILING 9' CEILING SUN TUBE SUN TUBE SLOPED CEILING OPEN SHELVES SERVING BAR SUPPORT W/ STEEL ANGLE BRACKETS MURPHY BED HEATER TEMPERED GLASS GUARD 1-1/2" DIA HANDRAIL CCC UP C C C C 3/4/2020 Contractor Rich & Kelly Woessner Project Address: TBD Ptarmigan Trail Estes Park CO © 2019 A -4 Woessner R esidence SHEET NUMBER Revision DATE Nathan Kinley 970-227-4865 nathan@kinleybuilt.com General Notes: -Min (1) emergency escape and rescue opening req’d per bedroom -Glazing to be tempered per R308 -Min (1) programmable thermostat req’d -Smoke alarm req’d in each sleeping room -Smoke/CO alarm req’d w/in 15’ vicinity of bedroom exterior. -Fireblock/Draftstop all chases and penetrations Air barrier Vent fan to exterior Air barrier Vent fan to exterior Vent fan to exterior Reviewed by SAFEbuilt 04/22/2020 2015 IECC sec. R402.4.4 Appliances must be direct vent (combustion and exhaust) or the mechanical equipment must be located within a room entirely isolated from the rest of the building's thermal envelope in accordance with sec. R402.4.4 Bas ement Plan Main Floor Plan scale 1/4"=1'-0" U pper Floor Plan Second Floor Plan Firs t Floor Plan Floor Plan Firs t Floor Framing Plan Second Floor Fram ing Plan Roof Plan Main Floor Fram ing Plan U pper Floor Framing Plan Roof Framing Plan (2)2x4 Top Plate 2x4 Studs @ 16" o.c. 2x4 Bottom Plate 1/2" Gypsum Board1/2" Gypsum Board Typ Interior 2x4 W all Type 2 (2)2x4 Top Plate 2x4 Studs @ 16" o.c. 2x4 Bottom Plate 1/2" OSB5/8" Type X Gypsum Board W all Type 3 (2)2x4 Top Plate 2x4 Studs @ 16" o.c. 2x4 Bottom Plate W all Type 4 (2)2x4 Top Plate 2x4 Studs @ 16" o.c. 2x4 Bottom Plate 1/2" Gypsum Board Typ Interior 2x6 (2)2x6 Top Plate 2x6 Studs @ 16" o.c. 2x6 Bottom Plate 1/2" Gypsum Board1/2" Gypsum Board W all Type X-1 (2)2x6 Top Plate 2x6 Studs @ 16" o.c. 2x6 Bottom Plate 7/16" "ZIP System" Combo Panel w/ Taped Seams 1/2" Gypsum Board INTERIOR EXTERIOR 8" Ship-Lap Siding EXTERIORINTERIOR 2x6 Bottom Plate 1/2" Gypsum Board (2)2x6 Top Plate 2x6 Studs @ 16" o.c. 7/16" "ZIP System" Combo Panel w/ Taped Seams Cement Stucco One Brown Coat Two Finish Coats Metal Lathe W all Type X-2 W all Type X-3 2x6 Bottom Plate (2)2x6 Top Plate EXTERIORINTERIOR 5/8" Type X Gypsum Board Cement Stucco One Brown Coat Two Finish Coats Metal Lathe 7/16" "ZIP System" Combo Panel w/ Taped Seams 2x6 Studs @ 16" o.c. R-23 Blown Fiberglass Insulation R-23 Blown Fiberglass Insulation R-23 Blown Fiberglass Insulation Wall Type 5 (2)2x6 Top Plate 2x6 Studs @ 16" o.c. 2x6 Bottom Plate 1/2" Gypsum Board5/8" Type X Gypsum Board GARAGE INTERIORGARAGEATTIC STORAGE SUN TUBE SHAFT 1/2" OSB SUN TUBE R-13 FACED BATTS R-13 FACED BATTS 1/2" OSB ATTIC STORAGE INTERIOR R-23 Blown Fiberglass Insulation scale 1"=1'scale 1"=1'scale 1"=1'scale 1"=1'scale 1"=1'scale 1"=1' scale 1"=1' scale 1"=1' scale 1"=1' DN W21W21 W21W21 W12W12 W16W16W03W03 D16D16 5036 5036 5036 AAA BBB DDD EEE FFF GGG HHH E1E1 Elevation 1 JJ J E4E4 Exterior Elevation Back E5E5 Exterior Elevation Right wall type 2 Type 3 Type 3 Type 3 Type 3 10'-1"9'-5"3'-11 1/2" 23'-5 1/2" 26' 10'-1" 22'-8" 3'-4" 26' 6'-1 1/2"11'-4 1/8"5'-11 7/8" 23'-5 1/2"27'-7"3'-11 1/2" 4'-8" 4'-6 1/2" 6'-8 1/2" 10'-1" 291 SQ FT 314 SQ FT 271 SQ FT 168 SQ FT 110 SQ FT LIVING AREA OPEN BELOW LOFT ATTIC/STORAGE ATTIC A A A A B B B B C C C C D D D D E E E E F F F F G G G G H H H H II SUN TUBE SUN TUBE SUN TUBE SUN TUBE WHOLE HOUSE FAN22x22 VENT CCC 3/4/2020 Contractor Rich & Kelly Woessner Project Address: TBD Ptarmigan Trail Estes Park CO © 2019 A -5 Woessner R esidence SHEET NUMBER Revision DATE Nathan Kinley 970-227-4865 nathan@kinleybuilt.com Reviewed by SAFEbuilt 04/22/2020 Bas ement Plan Main Floor Plan U pper Floor Plan Second Floor Plan Firs t Floor Plan scale 1/4"=1'-0" Floor Plan Firs t Floor Framing Plan Second Floor Fram ing Plan Main Floor Fram ing Plan scale 1/4"=1'-0" U pper Floor Framing Plan Roof Framing Plan 6x8 Beam 8x16 Beam 8x16 Beam 8x16 Beam 6x12 Beam 8x12 Beam 8x12 Beam 8x16 Beam 8x16 Beam 4x10 Beam 4x10 Beam 4x10 Beam 4x10 Beam 4x10 Beam 4x10 Beam 4x10 Beam 4x10 Beam 8x12 Beam 8x8 Post 8x8 Post 8x8 Post 8x8 Post 8x8 Post 8x8 Post 8x8 Post 8x8 Post 8x8 Post 8x8 Post 10'-2 1/4"1'-4" 2'-0 1/2" 1'-4"4'-2 1/2"1'-4"6'-10 1/4"1'-4"3'-4 1/2" 32'3'-6"19'-6" 5'-10 3/8" 10'-0 5/8" 3'-10 3/8" 4'-9 1/2" 11'-7 1/2" 13'-11" 6'-8 1/2" 4'-6 1/2" 3'-8"27'-10 1/2" 7'-1"7 1/4"17'-1 1/16" 4'-0 1/4" 12'-8"7'-10" 1'-5" 10' 9' 1'-8 1/2"12'-8"1'-5 1/2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 2'-10 1/4" 10"4'-8" 8'-4" 14'15'8 1/2" 5"17'-6" 4'-6" SUN TUBE SUN TUBE SUN TUBE SUN TUBE 9 -1 /2 " J O I S T S @ 1 6 " O .C . 9 ' C E I L I N G B E L O W 2 x 8 " J O I S T S @ 1 6 " O .C . 8 ' C E I L I N G B E L O W 2x4 CEILING JOISTS 9' CEILING BELOW 2x6 CEILING JOISTS 8' CEILING BELOW 2 x 6 C E I L I N G J O I S T S 9 ' C E I L I N G B E L O W LVL 1-1/2" FLAGSTONE COP W/ 2" OVERHANG 8x8x16 CONC BLOCK W/ 3/8" GROUT JOINT CEMENT STUCCO FINISH CONCRETE PORCH SLAB 18' 8' scale 2"=1'-0" Section Detail 3/4/2020 Contractor Rich & Kelly Woessner Project Address: TBD Ptarmigan Trail Estes Park CO © 2019 A -6 Woessner R esidence SHEET NUMBER Revision DATE Nathan Kinley 970-227-4865 nathan@kinleybuilt.com N O TE: CO O R DIN ATE TH IS SH EET W ITH EN G IN EER IN G D RA W IN G S Reviewed by SAFEbuilt 04/22/2020 Bas ement Plan Main Floor Plan U pper Floor Plan Second Floor Plan Firs t Floor Plan Floor Plan Firs t Floor Framing Plan Second Floor Fram ing Plan Main Floor Fram ing Plan scale 1/4"=1'-0" Roof Fram ing Plan 2 1/2 : 12 2 1/2 : 12 2 1/2 : 12 2 1/2 : 12 2 1/2 : 12 6x8 Beam 8x16 Beam 8x16 Beam 8x16 Beam 6x12 Beam 8x12 Beam 8x12 Beam 8x16 Beam 8x16 Beam 4x10 Beam 4x10 Beam 4x10 Beam 4x10 Beam 4x10 Beam 4x10 Beam 4x10 Beam 4x10 Beam 8x12 Beam 8x8 Post 8x8 Post 8x8 Post 8x8 Post 8x8 Post 8x8 Post 8x8 Post 8x8 Post 8x8 Post 8x8 Post 1' 1' 1' 2'-6" 2'-6" 5'-6" 5'-6" 6'-9"5'-9" 13'-9"1'5'1'11'-4"1'5'-8"1'10'1'5'1' 1'-4" 3'-4" 2' 2' 2' 2' 2' 22'-4" 2' 2' 2' 5'-8" 2' 8'-2"8'-11 1/4"10'-10" 2' 1' 2'-6" 21'-3" 62'-8 1/2" 4'-6"8'-4 1/2" 1 6 " R A F T E R S P E R E N G I N E E R 1 6 " R A F T E R S P E R E N G I N E E R 1 6 " R A F T E R S P E R E N G I N E E R 1 6 " R A F T E R S P E R E N G I N E E R S U N T U B ESUN T U B E S U N T U B ESUN T U B ESUN T U B E S U N T U B E 2x8 RAFTERS 2x6 RAFTERS BEARING WALL BEARING WALL 1 8 " E N G I N E E R E D R O O F T R U S S E S 2 1/2 : 12 8x16 Beam8x8 Post 2' 1' 2' 1' 1 6 " R A F T E R S P E R E N G I N E E R scale 1/4"=1'-0" U pper Roof Framing Plan 3/4/2020 Contractor Rich & Kelly Woessner Project Address: TBD Ptarmigan Trail Estes Park CO © 2019 A -7 Woessner R esidence SHEET NUMBER Revision DATE Nathan Kinley 970-227-4865 nathan@kinleybuilt.com N O TE: C O O RD IN A TE TH IS SH EET W ITH EN G IN EERIN G DR AW IN G S Reviewed by SAFEbuilt 04/22/2020 Bas ement Plan Main Floor Plan U pper Floor Plan Second Floor Plan Firs t Floor Plan Floor Plan Firs t Floor Framing Plan Second Floor Fram ing Plan Main Floor Fram ing Plan U pper Floor Framing Plan Roof Framing Plan 10'-0 1/2" Typical Eave scale 1"=1' 5/8" GYP 1/2" GYP Typical Eave scale 1"=1'scale 1"=1' Typical Foundation VERTICAL STEEL REINFORCING REBAR AS REQUIRED IN GROUT FILLED CORE COARSE GRAVEL SURROUND FILL COMPACTED SOIL 4" BASE SAND FILL FILTERING MATERIAL FABRIC WRAPPED AROUND DRAIN GRAVEL REINFORCING STEEL AS REQUIRED 4" GRAVEL BASE 2x6 TREATED PLATE CAST-IN-PLACE ANCHOR BOLT SILL SEAL 8" CONCRETE FOUNDATION WALL W/ SEAL COATING CONCRETE FOOTING 4" FLEXIBLE HDPE (high-density polyethylene) DRAINAGE SYSTEM R-10 RIGID INSULATION 4" CONCRETE FLOOR W/ HYDRONIC HEAT TUBING TILE FLOORING BASE BOARD 1/2" GYPSUM BOARD CEMENT STUCCO ONE BROWN COAT TWO FINISH COATS OVER METAL LATHE OVER 30# FELT 7/16" "ZIP System" COMBO PANEL W/ TAPED SEAMS R-23 BLOWN FIBERGLASS INSULATION 2x6 STUDS @ 16" O.C. scale 1"=1' Typical Floor/W all BASE BOARD 2x6 BOTTOM PLATE 2x6 STUDS @ 16" O.C. 3/4" T&G PLY DECKING GLUE & NAIL TO JOISTS ENGINEERED RIM JOIST FLOOR JOISTS PER ENGINEER (2)2x6 TOP PLATE INSULATE JOIST BAY TO MINIMUM R-23 FLOORING MATERIAL CEMENT STUCCO ONE BROWN COAT TWO FINISH COATS OVER METAL LATHE OVER 30# FELT R-23 BLOWN FIBERGLASS INSULATION 2x6 STUDS @ 16" O.C. R-23 BLOWN FIBERGLASS INSULATION 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD 5/8" GYPSUM BOARD (2)2x6 TOP PLATE 2x6 STUDS @ 16" O.C. R-23 BLOWN FIBERGLASS INSULATION 7/16" "ZIP System" COMBO PANEL W/ TAPED SEAMS CEMENT STUCCO ONE BROWN COAT TWO FINISH COATS OVER METAL LATHE OVER 30# FELT 7/16" "ZIP System" COMBO PANEL W/ TAPED SEAMS TRUSS CLIP 2x12 ROLL BLOCKING CEMENT BOARD SOFFIT MATERIAL CEMENT BOARD FASCIA GUTTER DRIP EDGE FLASHING 2x6 SUB-FASCIA 2x6 RAFTER EXTENSION1/2" OSB SHEATHING 30# FELT 40 YEAR ASPHALT SHINGLES CLOSED CELL FOAM INSULATION TO MINIMUM R-49 RAFTERS PER ENGINEER 5/8" GYP 1/2" GYP (2)2x6 TOP PLATE 2x6 STUDS @ 16" O.C. R-23 BLOWN FIBERGLASS INSULATION CEMENT STUCCO ONE BROWN COAT TWO FINISH COATS OVER METAL LATHE OVER 30# FELT 7/16" "ZIP System" COMBO PANEL W/ TAPED SEAMS VARIABLE PITCH CONNECTOR 2x12 ROLL BLOCKING CEMENT BOARD SOFFIT MATERIAL 30# FELT RAFTERS PER ENGINEER 1/2" OSB SHEATHING 40 YEAR ASPHALT SHINGLES CLOSED CELL FOAM INSULATION TO MINIMUM R-49 2x6 SUB-FASCIA 2x6 RAFTER EXTENSION CEMENT BOARD FASCIA 12 2-1/2 9'-1 1/8" 12'-5 5/8" BEDROOM 3 12 2-1/2 12 2-1/2 9'-1 1/8" 9'-1 1/8" 8'-1 1/8" 9'-1 1/8" 15'-8 3/4" BATH BATH BATH STORAGE GARAGEHALL scale 1/4"=1'-0" Section Detail B scale 1/4"=1'-0" Section Detail A 3/4/2020 Contractor Rich & Kelly Woessner Project Address: TBD Ptarmigan Trail Estes Park CO © 2019 A -8 Woessner R esidence SHEET NUMBER Revision DATE Nathan Kinley 970-227-4865 nathan@kinleybuilt.com Reviewed by SAFEbuilt 04/22/2020 Bas ement Plan Main Floor Plan U pper Floor Plan Second Floor Plan Firs t Floor Plan Floor Plan Firs t Floor Framing Plan Second Floor Fram ing Plan Main Floor Fram ing Plan U pper Floor Framing Plan Roof Framing Plan 12 2-1/2 12 2-1/2 12 2-1/2 9'-1 1/8" 10 1/4" 9'-8 1/2" 14'-4" 9'-1 1/8" 6'-8" 7 1/2" 5'-6" 4'-10 1/2" 3'-8 3/8" 10'-0 5/8" 7 1/2"7 1/2" W12 LOFT MAINTAIN MINIMUM HEADROOM CLEARANCE GUARD RAILING @ 2'-10" ABOVE TREAD NOSING SPACES NOT TO EXCEED 4" 1-1/2" GRIPABLE HANDRAIL @ 2'-10" ABOVE NOSING SOLID WOOD TREADS CUT FROM ROUGH 4X12 SPACES BETWEEN TREADS LESS THAN 4" SINGLE STRINGER 8" STEEL I-BEAM LANDINGS MADE WITH 4x WOOD TO MATCH STAIR TREADS STEEL CABLE 3-3/4" SPACING 3/4/2020 Contractor Rich & Kelly Woessner Project Address: TBD Ptarmigan Trail Estes Park CO © 2019 A -9 Woessner R esidence SHEET NUMBER Revision DATE Nathan Kinley 970-227-4865 nathan@kinleybuilt.com SEE IRC 2015 SECTION R311.7 STAIRWAYS WIDTH - STAIRWAY SHALL BE NOT LESS THAN 36" WIDE - HANDRAILS SHALL NOT PROJECT MORE THAN 4-1/2" ON EITHER SIDE OF THE STAIRWAY AND THE CLEAR WIDTH OF THE STAIRWAY AT OR BELOW THE HANDRAIL SHALL NOT BE LESS THAN 31-1/2" HEADROOM - MINIMUM HEADROOM REQUIRED 6'-8" MEASURED FROM SLOPE OF STAIR NOSING TO FINISHED SURFACE DIRECTLY ABOVE VERTICAL RISE - VERTICAL RISE SHALL NOT EXCEED 147" BETWEEN FLOORS AND LANDINGS RISERS - RISERS SHALL NOT EXCEED 7-3/4" AND SHALL NOT VARY MORE THAN 3/8" BETWEEN THE TALLEST AND THE SHORTEST RISER WITHIN A SET OF STAIRS TREADS - TREAD DEPTH SHALL NOT BE LESS THAN 10" AND THE WIDEST AND THE NARROWEST TREAD WITHIN A SET OF STAIRS SHALL NOT VARY MY MORE THAN 3/8" LANDINGS - THERE SHALL BE A LANDING AT THE TOP AND THE BOTTOM OF THE STAIR THAT MUST BE AT LEAST AS WIDE AS THE STAIR AND BE NO LESS THAN 36" IN THE DIRECTION OF TRAVEL HANDRAILS - A 1-1/2" GRIP SIZE HANDRAIL SHALL BE PROVIDED 34" TO 38" ABOVE THE LINE OF TREAD NOSING AND BE CONTINUOUS FOR THE ENTIRETY OF THE SECTION OF STAIR RAILINGS - RAILINGS OR GUARDS SHALL BE PROVIDED AT OPEN SIDE OF STAIR PER SECTION R312 THIS NOTE SHOWS ONLY THE GENERAL REQUIREMENTS FOR THIS SECTION - REFER TO IRC 2015 SECTION R311.7 FOR COMPLETE INFORMATION Phone & Email Call us at (866) 261-8013. Or email: info@viewrail.com scale 1/2"=1'-0" Section Detail C With a nosing 11" min without nosing Reviewed by SAFEbuilt 04/22/2020 Bas ement Plan Main Floor Plan U pper Floor Plan Second Floor Plan Firs t Floor Plan Firs t Floor Framing Plan Second Floor Fram ing Plan Main Floor Fram ing Plan U pper Floor Framing Plan Roof Framing Plan 12 2-1/2 12 2-1/2 14'-4" 9'-1 1/8" 10 1/4" 9'-8 1/2" LOFT KITCHEN scale 1/4"=1'-0" Section Detail D 12 2-1/2 12 2-1/2 8'-1 1/8" 14'-4" 9'-1 1/8" 10 1/4" 9'-8 1/2" LOFT KITCHEN ENTRY 12 2-1/2 9'-0 13/16" 13'-6 1/8" LIVING FIREPLACE WALL MOUNT TV 12 2-1/2 12 2-1/2 7'-0 5/8" 13'-6 1/8" LIVING PIANO 12 2-1/2 7'-0 5/8" 11'-11 1/16" 9'-0 15/16"MASTER BEDROOM W/C 9'-2 13/16" 10'-0 1/2" 3'-2 3/16" 30° Awning Detail scale 1"=1' 2x6 RAFTERS @ 16" O.C. NOTCH OVER TOP OF BEAM 6x8 BEAM 2x6 LEDGER W/ (2) 3/8" LAGS EVERY STUD STRAP IRON EVERY RAFTER 3/8" LAGS 3x3x1/4" STEEL BOX TUBING 4x4x3/8" STEEL ANGLE 8" LONG 3/8" STEEL 6"x14" (2) 3/8" LAGS IN TO STUD TOP AND BOTTOM Living Room 3/4/2020 Contractor Rich & Kelly Woessner Project Address: TBD Ptarmigan Trail Estes Park CO © 2019 A -10 Woessner R esidence SHEET NUMBER Revision DATE Nathan Kinley 970-227-4865 nathan@kinleybuilt.com scale 1/4"=1'-0" Section Detail E scale 1/4"=1'-0" Section Detail F scale 1/4"=1'-0" Section Detail G scale 1/4"=1'-0" Section Detail H Reviewed by SAFEbuilt 04/22/2020 Bas ement Plan Main Floor Plan U pper Floor Plan Second Floor Plan Firs t Floor Plan Floor Plan Firs t Floor Framing Plan Second Floor Fram ing Plan Roof Framing Plan GARAGE LOFT KITCHEN LIVING CLOSET ATTIC MASTER BEDROOM K itchen DetailDining Detail 3/4/2020 Contractor Rich & Kelly Woessner Project Address: TBD Ptarmigan Trail Estes Park CO © 2019 A -1 1 Woessner R esidence SHEET NUMBER Revision DATE Nathan Kinley 970-227-4865 nathan@kinleybuilt.com scale 1/4"=1'-0" Section Detail J Reviewed by SAFEbuilt 04/22/2020 Bas ement Plan Main Floor Plan U pper Floor Plan Second Floor Plan Firs t Floor Plan Floor Plan Firs t Floor Framing Plan Second Floor Fram ing Plan Main Floor Fram ing Plan U pper Floor Framing Plan Roof Framing Plan UP TV TV TV TVTV TV OPENER SD SD CO/SD CO/SD CO/SD SD GFCI GFCI GFCI GFCI GFCI GFCI GFCI GFCI GFCI GFCI R4 R R R R GFCI GFCI 33 3 3 WPWP WP WP WPWP WP GFCI GFCI GFCI GFCI 333 3 3 R R R R R R RR R R R R R R RRR R R RR RRRRR R4 R4 R4 R4 3 3 3 3 R R R R R R R 3 3 3 WP WP 4 4 4 4 43 RR R 4 R4 R4 R4R4 GFCI GFCI R 3 3 3 RRR 3 444 WP WP WP WPWP WP WP WP WP WP WPWP WP OPENER FAN/LIGHT FAN/LIGHT FAN/LIGHT 3 Breaker Panel GUTTER ICE MELT GUTTER ICE MELT GUTTER ICE MELT GUTTER ICE MELT UNDER-CABINET LIGHTS HERE EV MINI-SPLIT UNIT SWITCH FOR WHOLE HOUSE FAN MOTORIZED BLINDSMOTORIZED BLINDS MOTORIZED BLINDS MOTORIZED BLINDS GUTTER ICE MELT UP DN TV SD WP WP 3 WHOLE HOUSE FAN WP R 4 GFCI 3WP SD T TV DESCRIPTIONSYMBOL ELECTRICAL - DATA - AUDIO LEGEND Ceiling Fan Ventilation Fans: Ceiling Mounted, Wall Mounted Ceiling Mounted Light Fixtures, Recessed Can Light Wall Mounted Light Fixtures: Flush Mounted, Wall Sconce 240V Receptacle 110V Receptacles: Duplex, Weather Proof, GFCI Switches: Single Pole, Weather Proof, 3-Way, 4-Way Wall Jacks: TV/Cable Telephone Jack Thermostat Door Chime, Door Bell Button Smoke Detectors: Ceiling Mounted, Wall Mounted Smoke/CO Detectors: Ceiling Mounted, Wall MountedCO/SD ELECTRICAL, DATA, & AUDIO NOTES: HOME OWNER SHALL DO A WALK-THRU WITH RELEVANT INSTALLERS TO VERIFY THE EXACT LOCATION FOR OUTLETS, LIGHTS, SWITCHES, CABLE, DATA, PHONE, AUDIO, ETC. ELECTRICAL NOTES: 1.ELECTRICAL RECEPTACLES IN BATHROOMS, KITCHENS AND GARAGES SHALL BE G.F.I. ORG.F.I.C. PER NATIONAL ELECTRICAL CODE REQUIREMENTS. 2.PROVIDE ONE SMOKE DETECTOR IN EACH ROOM AND ONE IN EACH CORRIDOR ACCESSING BEDROOMS. CONNECT SMOKE DETECTORS TO HOUSE POWER AND INTER-CONNECT SMOKE DETECTORS SO THAT, WHEN ANY ONE IS TRIPPED, THEY ALL WILL SOUND. PROVIDE BATTERY BACKUP FOR ALL UNITS. 3.CIRCUITS SHALL BE VERIFIED WITH HOME OWNER PRIOR TO WIRE INSTALLATION. 4.FINAL SWITCHES FOR TIMERS AND DIMMERS SHALL BE VERIFIED WITH HOME OWNER. 5.FIXTURES TO BE SELECTED BY HOME OWNER. scale 1/4"=1'-0" Main Floor Electrical Plan scale 1/4"=1'-0" Upper Floor Electrical Plan 3/4/2020 Contractor Rich & Kelly Woessner Project Address: TBD Ptarmigan Trail Estes Park CO © 2019 A -1 2 Woessner R esidence SHEET NUMBER Revision DATE Nathan Kinley 970-227-4865 nathan@kinleybuilt.com General Residential Electrical Requirements - Smoke detectors required inside and outside all bedrooms. - Min. one smoke detector required on each level. - Carbon monoxide detectors required within 15' of all bedrooms throughout home. - All outlets less than 5'6" AFF to be tamper resistant. - All circuits arc-fault except bathrooms and unfinished areas. - Min. (2) 20A, dedicated, GFCI/AFCI protected, small appliance, countertop circuits required in kitchens. - Min. (1) 20A, dedicated, GFCI protected outlet required within 36" of all lavs. - Garage circuits to be dedicated, 20A, and GFCI protected. - Laundry circuit to be 20A, GFCI protected. - All GFCI devices must be readily accessible. - Crawlspace lighting circuits to be GFCI protected. - Service receptacles required within 25' of all appliances. Reviewed by SAFEbuilt 04/22/2020 Main Floor Plan U pper Floor Plan Second Floor Plan Firs t Floor Plan Floor Plan Firs t Floor Framing Plan Second Floor Fram ing Plan Main Floor Fram ing Plan U pper Floor Framing Plan Roof Framing Plan scale 1/4"=1'-0" Foundation Plan AAA BBB DDD EEE FFF GGG HHH E1E1 Elevation 1 JJ J E2E2 Exterior Elevation Front E3E3 Exterior Elevation Left E4E4 Exterior Elevation Back E5E5 Exterior Elevation Right 4'30'-6"12'-6"8'7'11'-4"7'-8"10'6' 97' 7' 18' 6'-4" 16' 10' 50'-4" 9' 9'-8" 2'2' 22'-4" 50'-4" 2' 7'-8" 4'-8" 4'-7 1/2" 6'-5" 8' 16' 8'-4" 30'32' 104' 23'-8"18'-4" 10'-7 1/2" 14'-4" 7'-9 1/2" 6' 1'-4" 3'-0 1/2" 1'-4" 12'-7 1/2" 10'-8"27'-1 1/2"2' 2380 SQ FT 776 SQ FT GARAGE UNDER SLAB THICKENED SLAB FOOTINGS THICKENED SLAB FOOTINGS THICKENED SLAB FOOTINGS THICKENED SLAB FOOTINGS PAD PAD N O T E : T H I S D R A W I N G I S T O B E U S E D B Y T H E E N G I N E E R R E F E R T O E N G I N E E R I N G F O R F O U N D A T I O N C O N S T R U C T I O N N O T E : T H I S D R A W I N G I S T O B E U S E D B Y T H E E N G I N E E R R E F E R T O E N G I N E E R I N G F O R F O U N D A T I O N C O N S T R U C T I O N N O T E : T H I S D R A W I N G I S T O B E U S E D B Y T H E E N G I N E E R R E F E R T O E N G I N E E R I N G F O R F O U N D A T I O N C O N S T R U C T I O N FLOOR DRAINFLOOR DRAIN CCC 3/4/2020 Contractor Rich & Kelly Woessner Project Address: TBD Ptarmigan Trail Estes Park CO © 2019 A -1 3 Woessner R esidence SHEET NUMBER Revision DATE Nathan Kinley 970-227-4865 nathan@kinleybuilt.com Reviewed by SAFEbuilt 04/22/2020 # OF BARS, E.W.PAD SIZE 13" - 18"3 - #4 REBAR 19" - 24" 4 - #4 REBAR 25" - 30" 5 - #4 REBAR 31" - 36" 6 - #4 REBAR 37" - 42"7 - #4 REBAR NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. AN OPEN HOLE OBSERVATION IS REQUIRED. = SIMPSON STHD14 SHOWN AT APPROXIMATE LOCATION F O U N D A T I O N P L A N Reviewed by SAFEbuilt 04/22/2020 LATERAL LOAD DESIGN CHART - ANY HEADERS OR COLUMNS SHOWN ON THIS PLAN SUPERSEDE THIS CHART. - ANY HEADERS THAT WILL BE BEARING BEAMS OR GIRDER TRUSSES THAT ARE NOT SHOWN ON THIS PLAN SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER. HEADERS MAY NOT BE DESIGNED TO SUPPORT GIRDER TRUSS, OR OTHER, POINT LOADS. -NON BEARING HEADERS COULD BE 2-2x10 HF, OR BETTER (1T, 1K) UP TO 4'-6"(2) 2x12 HF#2 OR BETTER OPENING SIZE MIN. HEADER SIZE 2x TRIMMERS 2x KINGS 1 1 OVER 4'-6" UP TO 8'-0"(2) 912" ML OR BETTER 2 2 MAIN FLOOR HEADER CHART NOTE: ALL EXTERIOR SHEAR WALLS ARE TYPE TYP. U.N.O. REFER TO LATERAL LOAD DESIGN CHART. NO INTERIOR WALLS ARE DESIGNED AS SHEAR WALLS. A NOTE: THIS SHEAR WALL DESIGN SUPERCEDES BRACED WALL DESIGN. BEAM TO POST CONNETION DETAIL SCALE: N.T.S. POST BASEPOST CAPPOST SIZE INSTALL PER MANUFACTURERS SPECIFICATIONS ABU88ZPC8Z8x8 SIMPSON, OR EQUAL, POST BASE/CAP INSTALLATION DETAIL SCALE: N.T.S. U P P E R F L O O R A N D L O W E R R O O F F R A M I N G P L A N Reviewed by SAFEbuilt 04/22/2020 GENERAL NOTES FOUNDATION WALL DETAIL SCALE: N.T.S. EXTERIOR PAD DETAILINTERIOR PAD DETAIL SCALE: N.T.S.SCALE: N.T.S. PORTAL FRAME DETAIL SCALE: N.T.S. OVER CONCRETE OR MASONRY BLOCK FOUNDATION OVER RAISED WOOD FLOOR - FRAMING ANCHOR OPTION (WHEN PORTAL SHEATHING DOES NOT LAP OVER RIM JOIST) INTERIOR FRAME WALL/FOOTING DETAIL SCALE: N.T.S. ROOF BEAM TO POST CONNETION DETAIL SCALE: N.T.S. LATERAL LOAD DESIGN CHART - ANY HEADERS OR COLUMNS SHOWN ON THIS PLAN SUPERSEDE THIS CHART. - ANY HEADERS THAT WILL BE BEARING BEAMS OR GIRDER TRUSSES THAT ARE NOT SHOWN ON THIS PLAN SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER. HEADERS MAY NOT BE DESIGNED TO SUPPORT GIRDER TRUSS, OR OTHER, POINT LOADS. -NON BEARING HEADERS COULD BE 2-2x10 HF, OR BETTER (1T, 1K) UP TO 4'-6"(2) 2x12 HF#2 OR BETTER OPENING SIZE MIN. HEADER SIZE 2x TRIMMERS 2x KINGS 1 1 OVER 4'-6" UP TO 8'-0"(2) 912" ML OR BETTER 2 2 UPPER FLOOR HEADER CHART NOTE: ALL EXTERIOR SHEAR WALLS ARE TYPE TYP. U.N.O. REFER TO LATERAL LOAD DESIGN CHART. NO INTERIOR WALLS ARE DESIGNED AS SHEAR WALLS. A NOTE: THIS SHEAR WALL DESIGN SUPERCEDES BRACED WALL DESIGN. U P P E R R O O F F R A M I N G & D E T A I L P L A N Robert R. Greenwald II Digitally signed by Robert R. Greenwald II Date: 2020.04.08 09:52:45 -06'00' Reviewed by SAFEbuilt 04/22/2020