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HomeMy WebLinkAboutPLANS New SFD 1721 North Ridge Ln 2020-07-15First Floor Plan Second Floor Plan scale 1/4"=1'-0" Rear Elevation scale 1/4"=1'-0" Right Side Elevation scale 1/4"=1'-0" Left Side Elevation North Elevation Basement Plan Floor Plan Upper Floor Plan scale 1/4"=1'-0" South Elevation scale 1/4"=1'-0" East Elevation scale 1/4"=1'-0" West Elevation First Floor Framing Plan Second Floor Framing Plan Roof Framing Plan Main Floor Framing Plan Upper 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. 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.N S S S E / L E / L E / L E / L G G G G 0 5 1 0 2 0 40.92' 87.39' 8 8 .1 ' 42.43' 42.81' 7 1 . 5 3 ' 6 5.8 4'36.09' 70.67' 62.42' 55.24' 180.00' 180.00' P O R C H P A TIO G A R A G E P R O P O S E D R E SID E N C E M F F 7818.5 DRIVE 15' SETBACK 10' SETBACK 15' SETBACK 10' SETBACK 175.00' 175.00' NORTH RIDGE LANE PARCEL # 2520306002 1721 NORTH RIDGE LANE TOWN OF ESTES PARK RESIDENTIAL ZONE E LOT 2, BLOCK 6 LONE PINE ACRES 1ST LARIMER COUNTY ESTES PARK COLORADO FOR KINLEY INVESTMENTS LLC P.O. BOX 2511 ESTES PARK CO 80517 NATHAN KINLEY 970-227-4865 7 8 1 6 7 8 1 7 7 8 1 8 7 8 1 9 7 8 2 0 7 8 2 1 HIGHEST RIDGE 7839.5 3/4" WATER K-COPPER HP SOR 35 SEWER GAS ELEC EXISTING CONTOURS PROPOSED CONTOURS W13W13W13W13 W14W14 D08D08 W10W10 W02W02 W10W10W14W14 D08D08 W10W10W10W10 8 12 Top of Foundation -1'-1 3/8" Top of Subfloor - 1st Floor 0'-0" 13 3/8" Rough Ceiling - 1st Floor 9'-1 1/8" 109 1/8" Ridge 21'-7 1/2" 150 3/8" 3'-4 1/2" 2'-10" CONTINUOUS RIDGE VENT CONTINUOUS SOFFIT VENT CEMENT STUCCO CULTURED STONE COLUMN BASE CULTURED STONE 40 YEAR ASPHALT SHINGLES APPX EXISTING GRADE SWALE W13W13W13W13 W14W14 D08D08 W10W10 W02W02 W10W10W14W14 D08D08 W10W10W10W10 A-1 TITLE PAGE. SITE PLAN, FRONT ELEVATION A-2 ELEVATIONS RIGHT, LEFT , REAR A-3 FLOOR PLAN A-4 SECTIONS A,B A-5 CRAWL SPACE PLAN A-6 ELECTRICAL PLAN, ROOF PLAN SHEET INDEX scale 1"=20' Site Plan Contractor CLIENT Project Address A-1 Northridge-3 SHEET NUMBER Revision DATE Nathan Kinley 970-227-4865 Nathan@Kinleybuilt.com Copyright Protected © 2020 5/21/2020 scale 1/4"=1'-0" Front Elevation First Floor Plan Second Floor Plan North Elevation Basement Plan Floor Plan Main Floor Plan scale 1/4"=1'-0" South Elevation scale 1/4"=1'-0" East Elevation scale 1/4"=1'-0" West Elevation First Floor Framing Plan Second Floor Framing Plan Roof Framing Plan Roof Plan Main Floor Framing Plan Upper Floor Framing Plan Lower Floor Plan W09W09W01W01W09W09 8 12 Top of Foundation -1'-1 3/8" Top of Subfloor - 1st Floor 0'-0" 13 3/8" Rough Ceiling - 1st Floor 9'-1 1/8" 109 1/8" Highest Ridge 21'-7 1/2" 150 3/8" CONTINUOUS RIDGE VENT CONTINUOUS SOFFIT VENT CEMENT STUCCO 40 YEAR ASPHALT SHINGLES APPX EXISTING GRADE W09W09W01W01W09W09 W08W08W08W08 W06W06 W15W15 W06W06 W12W12 W06W06 W15W15 W05W05 D14D14 W04W04W11W11W03W03W08W08 W06W06W06W06W06W06 D14D14 W04W04W11W11W03W03W08W08 W07W07W07W07 8 12 Top of Foundation -1'-1 3/8" Top of Subfloor - 1st Floor 0'-0" 13 3/8" Rough Ceiling - 1st Floor 9'-1 1/8" 109 1/8" Ridge 21'-7 1/2" 150 3/8" CONTINUOUS RIDGE VENT CONTINUOUS SOFFIT VENT CEMENT STUCCO 40 YEAR ASPHALT SHINGLES CEMENT STUCCO APPX EXISTING GRADE W08W08W08W08 W06W06 W15W15 W06W06 W12W12 W06W06 W15W15 W05W05 D14D14 W04W04W11W11W03W03W08W08 W06W06W06W06W06W06 D14D14 W04W04W11W11W03W03W08W08 W07W07W07W07 D16D16D16D16D16D16D16D16 8 12 Top of Foundation -1'-1 3/8" Top of Subfloor - 1st Floor 0'-0" 13 3/8" Rough Ceiling - 1st Floor 9'-1 1/8" 109 1/8" Highest Ridge 21'-7 1/2" 150 3/8" CONTINUOUS RIDGE VENT CONTINUOUS SOFFIT VENT CEMENT STUCCO 40 YEAR ASPHALT SHINGLES APPX EXISTING GRADE D16D16D16D16D16D16D16D16 Contractor CLIENT Project Address A-2 Northridge-3 SHEET NUMBER Revision DATE Nathan Kinley 970-227-4865 Nathan@Kinleybuilt.com Copyright Protected © 2020 5/21/2020 scale 1/4"=1'-0" Rear Elevation scale 1/4"=1'-0" Right Side Elevation scale 1/4"=1'-0" Left Side Elevation scale 1/4"=1'-0" Front Elevation First Floor Plan Second Floor Plan Right Side Elevation scale 1/4"=1'-0" Left Side Elevation North Elevation Basement Plan scale 1/4"=1'-0" Floor Plan Main Floor Plan Upper Floor Plan scale 1/4"=1'-0" South Elevation scale 1/4"=1'-0" East Elevation scale 1/4"=1'-0" West Elevation First Floor Framing Plan Second Floor Framing Plan Roof Framing Plan Roof Plan Main Floor Framing Plan Upper Floor Framing Plan LCB36L B24L B15L B30 SB36 DW B24L B36 B30 4DB1520 SB2420 SB242030 3DB212030 SB242030 4DB1520 4DB1520 SB24R SB2420 B24R LCB36L B24L B15L B30 SB36 DW B24L B36 B30 4DB1520 SB2420 SB242030 3DB212030 SB242030 4DB1520 4DB1520 SB24R SB2420 B24R WH W4242W2142L W3642 W3642 W362424 W6042 DCW2442R W3018 D09D09 W06W06 W15W15 W06W06 W12W12 W06W06 W15W15 W05W05 D14D14 W07W07 D12D12 3068 W14W14 D08D08 W10W10W02W02W10W10 W09W09 W01W01 D03D03 D17D17 D01D01 D04D04 D02D02 D19D19 D18D18 D13D13 3068 D20D20 D11D11 D15D15 D07D07 D05D05 D06D06 D10D10 3068 W04W04 W11W11 W03W03 W08W08 D16D16 D16D16 W13W13 ATTIC ACCESS 22x30 H.B. 8x BEAM per ENG. 8x16 non-structural 8x BEAM per ENG. 8x BEAM 8x BEAM 8x BEAM 8x BEAM 8x16 non-structural 8x8 Post8x8 Post 8x8 Post E2E2 Exterior Elevation Front E3E3 Exterior Elevation Left E4E4 Exterior Elevation Back E5E5 Exterior Elevation Right 5'-2" 5' 1'-2" 4'5'3'-0 1/2"3'-6"2'-6"2'-3"3'-8 1/2"5'5' 6'-4 1/2" 4'-1 1/2" 8'6'-4"19'-8"3'-8"5'3'-4" 12'-0 1/2"8'-3"13'-8 1/2" 34'12'8'34'5'-4" 2'-3"3'-6"2'-3" 2' 9' 2'-4" 9' 2' 3' 6'-6" 24'-4" 3' 36'-10" 9'-0 1/2" 6' 5'-2" 2'-2" 5'-6"2'-6"3'2'2'-6"1'-4"5'1'-4"2'-6"1'-4"1'-9"5'1'-3"5'1'-3"5'1'-9"1'-10"6'5'-9"3'14'-5"6'-4"8' 11'16' 27'21'21'-4"24' 24' 3'-7" 2' 11" 10'-8" 6'-6" 11'-4" 5'-4" 28'-6" 3' 93'-4" 3'-5 1/2" 2'-10" 5'-8"5'-8" 2'-10"7'-11"2'-10" 11'-4" 5'-8"6'-2 1/2"2'-8 1/2"5'-6 1/2"4'-8" 2'-4 1/2" 6'-6" 2'-4" 5'-4" 2'-4" 11'-5" 4'-4" 6'-7"9'-10 1/2" 5'-5 1/2" 4'-9" 4'-6 1/2" 5'-10" 7'-2" 5'-8"4'-4"6'-4 1/2"5'-2" 2'-4" 7'-9 1/2"2'-4 1/2"5'-3"6'-1 1/2" 23'-10 1/2" 6'-8" 9'-4" 4'-10" 1'-3" 3'-6 1/2" 3'-5" 3'-1" 8'-4" 5' 5'-11"2'-8" 13'-1 1/2" 429 sq ft 2209 SQ FT 11 sq ft 21 sq ft 150 sq ft 18 sq ft 63 sq ft 150 sq ft 124 sq ft 22 sq ft44 sq ft 69 sq ft 86 sq ft 202 sq ft 596 sq ft 11 sq ft 10 sq ft 157 sq ft 35 sq ft 37 sq ft 150 sq ft 11 sq ft 139 sq ft 56 sq ft 110 sq ft 58 sq ft LIVING AREA Bedroom Bedroom Bath Master Bdrm Office Garage Porch PDR Dining Kitchen PantryMud Living Entry Linen Hall Master Bath Laundry Closet Shower W/C Closet Closet 5/8" TYPE X GYP BETWEEN GARAGE AND HOUSE (TYP) SOLID CORE DOOR W/ CLOSER 5/8" GYP CEILING 1/2" GYP WALLS WOOD FLOOR FD FD 5/8" GYP CEILING 5/8" GYP WALLS 5/8" GYP CEILING 1/2" GYP WALLS WOOD FLOOR 5/8" GYP CEILING 1/2" GYP WALLS WOOD FLOOR 5/8" GYP CEILING 1/2" GYP WALLS WOOD FLOOR 5/8" GYP CEILING 1/2" GYP WALLS TILE FLOOR 5/8" GYP CEILING 1/2" GYP WALLS CARPET 5/8" GYP CEILING 1/2" GYP WALLS CARPET 5/8" GYP CEILING 1/2" GYP WALLS CARPET 5/8" GYP CEILING 1/2" GYP WALLS CARPET 5/8" GYP CEILING 1/2" GYP WALLS TILE FLOOR 5/8" GYP CEILING 1/2" GYP WALLS WOOD FLOOR 4:12 VAULTED CEILING 5:12 VAULTED CEILING 9' CEILING 5/8" GYP CEILING 1/2" GYP WALLS TILE FLOOR 9' CEILING 9' CEILING 9' CEILING 9' CEILING 5/8" GYP CEILING 1/2" GYP WALLS TILE FLOOR 9' CEILING 9' CEILING 9' CEILING 9' CEILING 5/8" GYP CEILING 1/2" GYP WALLS TILE FLOOR 9' CEILING 9' CEILING 5/8" GYP CEILING 1/2" GYP WALLS TILE FLOOR 9' CEILING 9' CEILINGGAS RANGE V/ VENT HOOD GAS FIREPLACE 9' CEILING GAS F/A FURNACE GAS B A-4 B A-4 B A-4 B A-4 A A-4 A A-4 A A-4 A A-4 Closet Mechanical CRAWL ACCESS 22x30 WINDOW SCHEDULE NUMBER ROOM NAME LABEL QTY FLOOR SIZE WIDTH HEIGHT TOP EGRESS DESCRIPTION AREA, ACTUAL (SQ FT) W01 W/C 2040SC 1 1 2040SC 24 "48 "88"SINGLE CASEMENT-HR 8.0 W02 BATH 2640SC 1 1 2640SC 30 "48 "88"SINGLE CASEMENT-HR 10.0 W03 MASTER BDRM 2650SC 1 1 2650SC 30 "60 "88"SINGLE CASEMENT-HL 12.5 W04 MASTER BDRM 2650SC 1 1 2650SC 30 "60 "88"SINGLE CASEMENT-HR 12.5 W05 KITCHEN 3040DC 1 1 3040DC 36 "48 "88"DOUBLE CASEMENT-LHL/RHR 12.0 W06 LIVING 5021AW 3 1 5021AW 60 "25 "37 1/2"SINGLE AWNING 10.42 W07 GARAGE 6440MU 1 1 6440 76 "48 "88"MULLED UNIT-HR 25.33 W08 MASTER BATH 2646SC 1 1 2646SC 30 "54 "88"SINGLE CASEMENT-HR 11.25 W09 MASTER BATH 5046FX 1 1 5046FX 60 "54 "88"FIXED GLASS 22.5 W10 BEDROOM 5050DC 2 1 5050DC 60 "60 "88"YES DOUBLE CASEMENT-LHL/RHR 25.0 W11 MASTER BDRM 5050FX 1 1 5050FX 60 "60 "88"FIXED GLASS 25.0 W12 LIVING 5070FX 1 1 5070FX 60 "84 "124"FIXED GLASS 35.0 W13 GARAGE 6440MU 1 1 6440 76 "48 "88"MULLED UNIT-HL 25.33 W14 OFFICE 5050DC 1 1 5050DC 60 "60 "88"YES DOUBLE CASEMENT-LHL/RHR 25.0 W15 LIVING 5048FX 2 1 5048FX 60 "56 "96"FIXED GLASS 23.33 TOTALS:352.33 DOOR SCHEDULE NUMBER ROOM NAME LABEL QTY FLOOR SIZE WIDTH HEIGHT DESCRIPTION COMMENTS AREA, ACTUAL (SQ FT) D01 W/C/MASTER BATH 2468 1 1 2468 R 28 "80 "POCKET-DOOR P01 15.56 D02 BATH/HALL 2468 1 1 2468 R IN 28 "80 "HINGED-DOOR P01 15.56 D03 BEDROOM/HALL 2668 1 1 2668 L IN 30 "80 "HINGED-DOOR P01 16.67 D04 HALL/BEDROOM 2668 1 1 2668 R IN 30 "80 "HINGED-DOOR P01 16.67 D05 GARAGE/MUD 3068 1 1 3068 L EX 36 "80 "EXT. HINGED-PANEL FIRE DOOR W/ CLOSER 20.0 D06 HALL/LAUNDRY 3068 1 1 3068 R IN 36 "80 "HINGED-DOOR P01 20.0 D07 BATH/LINEN 3468 1 1 3468 L/R IN 40 "80 "DOUBLE HINGED-DOOR P01 22.22 D08 ENTRY/PORCH 3680 1 1 3680 R EX 42 "96 "EXT. HINGED-DOOR E21 28.0 D09 CLOSET/BEDROOM 4868 1 1 4868 L IN 56 "80 "SLIDER-PANEL 31.11 D10 BEDROOM/CLOSET 4868 1 1 4868 R IN 56 "80 "SLIDER-PANEL 31.11 D11 MUD/UNSPECIFIED 5068 1 1 5068 L IN 60 "80 "SLIDER-PANEL 33.33 D12 HALL/MASTER BDRM 5068 1 1 5068 L/R IN 60 "80 "DOUBLE HINGED-DOOR P01 33.33 D13 OFFICE/CLOSET 5068 1 1 5068 R IN 60 "80 "SLIDER-PANEL 33.33 D14 DINING 6068 1 1 6068 L EX 72 "80 "EXT. SLIDER-GLASS PANEL 40.0 D15 MECHANICAL/GARAGE 6068 1 1 6068 L/R EX 72 "80 "EXT. DOUBLE HINGED-DOOR E21 40.0 D16 GARAGE 9080 2 1 9080 108 "96 "OVERHEAD DOOR 72.0 D17 MASTER BDRM/MASTER BATH 2668 1 1 2668 R IN 30 "80 "HINGED-DOOR P01 16.67 D18 OFFICE/ENTRY 3068 1 1 3068 R IN 36 "80 "HINGED-DOOR P01 20.0 D19 PDR/LIVING 2668 1 1 2668 L IN 30 "80 "HINGED-DOOR P01 16.67 D20 PANTRY/DINING 2468 1 1 2468 R IN 28 "80 "HINGED-DOOR P01 15.56 TOTALS:609.79 Contractor CLIENT Project Address A-3 Northridge-3 SHEET NUMBER Revision DATE Nathan Kinley 970-227-4865 Nathan@Kinleybuilt.com Copyright Protected © 2020 5/21/2020 Basement Plan Main Floor Plan Upper Floor Plan Second Floor Plan First Floor Plan Floor Plan First Floor Framing Plan Second Floor Framing Plan Roof Plan Main Floor Framing Plan Upper Floor Framing Plan Roof Framing Plan scale 3/8"=1'-0" Section Detail A 8 12 5 12 W06 W15 W06 W12 W06 W15 W05 D14 W04 W11 W03 W08 Master Bath Master BedroomLiving Crawl Space Dining Kitchen Attic Attic B A-4 B A-4 B A-4 B A-4 8 12 4 12 D04 D19D073068 Master Bedroom Bath Crawl Space Attic A A-4 A A-4 A A-4 A A-4 R-50 INSULATION 5/8" GYP CEILINGS 1/2" GYP WALLS VENT BAFFLES TRUSS CLIPS 2x6 SUB-FASCIA 2x10 FASCIA 2x8 SHADOW BOARD EXT PLY SOFFIT W/ CONTINUOUS SOFFIT VENT DOUBLE 2x6 PLATE 2x6 STUDS @ 16" O,C, W/ 1/2" OSB SHEATHING W/ STUCCO WINDOW HEADER WINDOW 2x6 PLATE 2x6 TREATED SILL W/ 1/2"x10" ANCHOR BOLTS PER ENG. 8" CONC. FND. W/ SEAL COATING PERIMETER DRAIN ENGINEERED FOOTING TO MIN 30" BELOW GRADE - MUST REST ON UNDISTURBED SOIL R-23 BLOWN FIBERGLASS 3/4" T&G DECKING GLUE & NAIL SOLID BLOCKING 11-7/8" FLOOR SYSTEM BEAM PER ENGINEER COLUMN AND FOOTING PER ENGINEER HEAT SUPPLY RETURN CRAWL SPACE VENTINLATION PROVIDED BY HEATING SYSTEM R-19 BASEMENT DRAPE POLY VAPOR BARRIER Hall CONTINUOUS RIDGE VENT ENGINEERED TRUSSES W/ 1/2" OSB SHEATHING W/ #30 FELT W/ 40 YEAR ASPHALT SHINGLES Contractor CLIENT Project Address A-4 Northridge-3 SHEET NUMBER Revision DATE Nathan Kinley 970-227-4865 Nathan@Kinleybuilt.com Copyright Protected © 2020 5/21/2020 scale 1/2"=1'-0" Section Detail B Basement Plan Main Floor Plan Second Floor Plan First Floor Plan Floor Plan First Floor Framing Plan Second Floor Framing Plan Roof Plan Main Floor Framing Plan Upper Floor Framing Plan Roof Framing Plan BEAM PER ENGINEER BEAM PER ENGINEER POST PER ENGINEER POST PER ENGINEER POST PER ENGINEER POST PER ENGINEER POST PER ENGINEER POST PER ENGINEER POST PER ENGINEER POST PER ENGINEER POST PER ENGINEER POST PER ENGINEER E2E2 Exterior Elevation Front E3E3 Exterior Elevation Left E4E4 Exterior Elevation Back E5E5 Exterior Elevation Right 34'12'8'34'5'-4" 93'-4" 27'21'21'-4" 93'-4" 21'-7 3/4"24' 3' 6'-6" 24'-4" 3' 2' 9' 6' 5'-4" 28'-6" 3' 36'-10" 6' 11' 10'-4" 12'-6" 11'-6"12'12'13'-4"13'-10" 6'-2"12'12'12'13'-4"13'-10" 15' 9'-4" 4'-10 1/2" 10'-7 1/2"10'-9"32'-7 1/2" 1'-8"6'6'-2"6'1'-8" 8'-9 1/4" 2'-2 3/4" 6' 2' 2'17'-6"2' 5'-8" 4'-4" 1'-10 1/2" 9'-3" 2'-1" 9'-3" 1'-10 1/2" 8'-2"1'-10" 2'-6" 10'-2" 14'-8 1/4" 2029 sq ft 2249 sq ft 586 sq ft Living Area Garage HEAT SUPPLY COLD AIR RETURN DEAD LOAD FOR FIREPLACE 11-7/8" JOISTS 11-7/8" JOISTS 11-7/8" JOISTS CRAWL ACCESS 22x30 Crawl Space DROP T.O.W. FOR GARAGE DOORS CRAWL SPACE WALLS TO HAVE R-19 BASEMENT DRAPE INSULATION FLOOR COVERED W/ POLY VAPOR BARRIER VENTILATION PROVIDED BY MECHANICAL HEATING SYSTEM 8x8 POSTS ON CONC. PIER scale 1/4"=1'-0" Crawl Space Plan Contractor CLIENT Project Address A-5 Northridge-3 SHEET NUMBER Revision DATE Nathan Kinley 970-227-4865 Nathan@Kinleybuilt.com Copyright Protected © 2020 N O T E : B U I L D F O U N D A T I O N P E R E N G I N E E R I N G D R A W I N G S - P O S T S B E A M E T C . M A Y B E D I F F E R E N T T H A N W H A T I S O N T H I S S H E E T N O T E : B U I L D F O U N D A T I O N P E R E N G I N E E R I N G D R A W I N G S - P O S T S B E A M E T C . M A Y B E D I F F E R E N T T H A N W H A T I S O N T H I S S H E E T 5/21/2020 Basement Plan Main Floor Plan Upper Floor Plan Second Floor Plan First Floor Plan Floor Plan First Floor Framing Plan Second Floor Framing Plan scale 1/4"=1'-0" Roof Plan Main Floor Framing Plan Upper Floor Framing Plan WH CO/SD CO/SD SD SD SD SD CO/SD TV TV TV TV TV TV ATTIC ACCESS 22x30 GFCI GFCI GFCI GFCIR WP WP R R R R R R R R R RR R GFCI 3 3 4 3 33 3 3 GFCI 3 4 4 3 3 3 33 4 4 4 FAN/LIGHT FAN/LIGHT FAN/LIGHT FAN/LIGHT FAN/LIGHT OPENER OPENER BREAKER PANEL 8 : 12 8 : 12 8 : 12 8 : 12 8 : 12 8 : 12 8 : 12 8 : 12 8 : 12 2' 2' 2' 2' 2' 2' scale 1/4"=1'-0" Electrical Plan Contractor CLIENT Project Address A-6 Northridge-3 SHEET NUMBER Revision DATE Nathan Kinley 970-227-4865 Nathan@Kinleybuilt.com Copyright Protected © 2020 5/21/2020 NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. AN OPEN HOLE OBSERVATION IS REQUIRED.SIMPSON, OR EQUAL, POST BASE/CAP INSTALLATION DETAIL SCALE: N.T.S. INSTALL PER MANUFACTURERS SPECIFICATIONS POST BASE ABA66 POST CAP LPC6Z POST SIZE 6x6 INSTALL PER MANUFACTURERS SPECIFICATIONS POST BASEPOST CAPPOST SIZE INSTALL PER MANUFACTURERS SPECIFICATIONS ABU88ZPC8Z8x8 SIMPSON, OR EQUAL, POST BASE/CAP INSTALLATION DETAIL SCALE: N.T.S. = SIMPSON STHD14 SHOWN AT APPROXIMATE LOCATION = SIMPSON DTT1Z STEEL BEAM CONNECTION DETAIL SCALE: N.T.S. F O U N D A T I O N P L A N - 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"(3) 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 HEADER CHART LATERAL LOAD DESIGN CHART NOTE: ALL EXTERIOR SHEAR WALLS ARE TYPE TYPICAL. REFER TO LATERAL LOAD DESIGN CHART. NO INTERIOR WALLS ARE DESIGNED AS SHEAR WALLS. A NOTE: THIS SHEAR WALL DESIGN SUPERCEDES BRACED WALL DESIGN. NOTE: THIS PLAN IS BASED ON ASSUMED ROOF BEARING CONDITIONS. CONTRACTOR IS TO PROVIDE CDS ENGINEERING WITH A COPY OF THE FINAL TRUSS PLAN PRIOR TO CONSTRUCTION. HEADERS ARE NOT DESIGNED FOR GIRDER TRUSS POINT LOADS. R O O F F R A M I N G GENERAL NOTES APA PORTAL FRAME DETAIL SCALE: N.T.S. BEAM POCKET DETAIL SCALE: N.T.S. EXTERIOR PIER DETAIL SCALE: N.T.S.GARAGE WALL DETAIL SCALE: N.T.S. PORCH WALL DETAIL SCALE: N.T.S. INTERIOR PAD DETAIL SCALE: N.T.S. DECK LEDGER DETAIL SCALE: N.T.S. CRAWL SPACE DETAIL SCALE: N.T.S. D E T A I L P L A N Robert R. Greenwald II Digitally signed by Robert R. Greenwald II Date: 2020.07.14 13:48:15 -06'00'