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HomeMy WebLinkAboutPLANS - 20-00748 - 1186 Torrey Ln - Dayton New SFRPAGE T H I S P L A N S H A L L B E U S E D F O R C O N S T R U C T I O N O F T H E H O M E O N T H E L O T S H O W N H E R E O N . A N Y O T H E R U S E O F T H I S P L A N W I T H O U T P E R M I S S I O N F R O M M Y D E S I G N I S A F E D E R A L C R I M E U N D E R S E C T I O N 1 0 4 O F T H E C O P Y R I G H T A C T . M Y D E S I G N B R O O K E P I N N O C K P O B o x 3 6 4 , S u g a r C i t y , I d a h o 8 3 4 4 8 2 0 8 -5 8 9 -7 2 6 7 m y d e s i g n b y b r o o k e @ g m a i l .c o m P R E P A R E D F O R : A R E A S D E S I G N E D B Y D A T E D R A W N B Y P R O J E C T # S C A L E 1 /4 "=1 ' D O N A N D K E L L I E D A Y T O N R E S I D E N C E M A D I S O N C O U N T Y , I D A H O M A I N F L O O R S Q F T : T O T A L F I N I S H E D S Q F T : G A R A G E S Q F T : 2 9 5 6 2 9 5 6 1 5 0 0 O W N E R 0 7 /2 3 /2 0 2 0 B P 2 0 2 0 -4 9 A-1 DDOONN AANNDD KKEELLLLIIEE DDAAYYTTOONN RREESSIIDDEENNCCEE 4 ' 1 '-2 " 9 ' 1 3 '-4 " MAIN FLOOR PLATE 110'-2" MAIN FINISHED FLOOR 101'-2" TOP OF FOUNDATION 100'-0" GARAGE FTG. 96'-0" RIDGELINE 123'-6" PROVIDE ATTIC VENTILATION 30 YR. ARCHITECTURAL ASPHALT SHINGLES (PER OWNER) 12 7 12 7 HORIZONTAL SIDING (PER OWNER) CULTURED STONE (PER OWNER) HORIZONTAL SIDING (PER OWNER) 4 ' 1 '-2 " 9 ' 1 3 '-4 " MAIN FLOOR PLATE 110'-2" MAIN FINISHED FLOOR 101'-2" TOP OF FOUNDATION 100'-0" GARAGE FTG. 96'-0" RIDGELINE 123'-6" PROVIDE ATTIC VENTILATION 30 YR. ARCHITECTURAL ASPHALT SHINGLES (PER OWNER) 12 7 12 7 HORIZONTAL SIDING (PER OWNER) PAGE T H I S P L A N S H A L L B E U S E D F O R C O N S T R U C T I O N O F T H E H O M E O N T H E L O T S H O W N H E R E O N . A N Y O T H E R U S E O F T H I S P L A N W I T H O U T P E R M I S S I O N F R O M M Y D E S I G N I S A F E D E R A L C R I M E U N D E R S E C T I O N 1 0 4 O F T H E C O P Y R I G H T A C T . M Y D E S I G N B R O O K E P I N N O C K P O B o x 3 6 4 , S u g a r C i t y , I d a h o 8 3 4 4 8 2 0 8 -5 8 9 -7 2 6 7 m y d e s i g n b y b r o o k e @ g m a i l .c o m P R E P A R E D F O R : A R E A S D E S I G N E D B Y D A T E D R A W N B Y P R O J E C T # S C A L E 1 /4 "=1 ' D O N A N D K E L L I E D A Y T O N R E S I D E N C E M A D I S O N C O U N T Y , I D A H O M A I N F L O O R S Q F T : T O T A L F I N I S H E D S Q F T : G A R A G E S Q F T : 2 9 5 6 2 9 5 6 1 5 0 0 O W N E R 0 7 /2 3 /2 0 2 0 B P 2 0 2 0 -4 9 EELLEEVVAATTIIOONNSS RREEAARR EELLEEVVAATTIIOONN FFRROONNTT EELLEEVVAATTIIOONN A-2 4 ' 1 '-2 " 9 ' 1 3 '-4 " MAIN FLOOR PLATE 110'-2" MAIN FINISHED FLOOR 101'-2" TOP OF FOUNDATION 100'-0" GARAGE FTG. 96'-0" RIDGELINE 123'-6" PROVIDE ATTIC VENTILATION 30 YR. ARCHITECTURAL ASPHALT SHINGLES (PER OWNER) 12 7 CULTURED STONE (PER OWNER) VERTICAL SIDING (PER OWNER) 4 ' 1 '-2 " 9 ' 1 3 '-4 " MAIN FLOOR PLATE 110'-2" MAIN FINISHED FLOOR 101'-2" TOP OF FOUNDATION 100'-0" GARAGE FTG. 96'-0" RIDGELINE 123'-6" PROVIDE ATTIC VENTILATION 30 YR. ARCHITECTURAL ASPHALT SHINGLES (PER OWNER) 12 7 CULTURED STONE (PER OWNER) VERTICAL SIDING (PER OWNER) PAGE T H I S P L A N S H A L L B E U S E D F O R C O N S T R U C T I O N O F T H E H O M E O N T H E L O T S H O W N H E R E O N . A N Y O T H E R U S E O F T H I S P L A N W I T H O U T P E R M I S S I O N F R O M M Y D E S I G N I S A F E D E R A L C R I M E U N D E R S E C T I O N 1 0 4 O F T H E C O P Y R I G H T A C T . M Y D E S I G N B R O O K E P I N N O C K P O B o x 3 6 4 , S u g a r C i t y , I d a h o 8 3 4 4 8 2 0 8 -5 8 9 -7 2 6 7 m y d e s i g n b y b r o o k e @ g m a i l .c o m P R E P A R E D F O R : A R E A S D E S I G N E D B Y D A T E D R A W N B Y P R O J E C T # S C A L E 1 /4 "=1 ' D O N A N D K E L L I E D A Y T O N R E S I D E N C E M A D I S O N C O U N T Y , I D A H O M A I N F L O O R S Q F T : T O T A L F I N I S H E D S Q F T : G A R A G E S Q F T : 2 9 5 6 2 9 5 6 1 5 0 0 O W N E R 0 7 /2 3 /2 0 2 0 B P 2 0 2 0 -4 9 A-3 EELLEEVVAATTIIOONNSS LLEEFFTT EELLEEVVAATTIIOONN RRIIGGHHTT EELLEEVVAATTIIOONN CHIEF ARCHITECT, INC. MAKES NO WARRANTY THAT THESE DRAWINGSCOMPLY WITH ANY BUILDING CODES AND PROVIDED TO YOU "AS IS". PLEASE REFER TO YOUR END USER SOFTWARE LICENSE AGREEMENTFOR MORE INFORMATION ABOUT THE TERMS AND CONDITIONSPURSUANT TO THESE DRAWINGS. © Chief Architect 2010 VERTICAL STEEL REINFORCING REBAR AS REQUIRED IN GROUT FILLED CORE COARSE GRAVEL SURROUND FILL COMPACTED SOIL COMPACTED SOIL PSI COMPACTION AS REQ. 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 6" x 48" CONCRETE FOUNDATION WALL 8X16 CONCRETE FOOTING 4" FLEXIBLE HDPE (high-density polyethylene) DRAINAGE SYSTEM 48" Concrete Stem Wall - R Scale: 26'25'-2" 93' 7'-8"7'-10" 15'-6" 13'14' 2 '-6 " 3 8 ' 7 0 ' 2 '-6 " 3 ' 1 2 ' 1 5 ' 1 2 ' 16'-2" 36'-11"15'24'-11"16'-2" 93' 4 5 ' 1 2 ' 1 3 ' 4 5 ' 2 5 ' 7 0 ' 1 2 ' 1 6 ' 1 0 ' 3 9 '-4 " 24'-8 1/2" 4 " 2 9 '-4 " 1 0 ' GARAGE PAGE T H I S P L A N S H A L L B E U S E D F O R C O N S T R U C T I O N O F T H E H O M E O N T H E L O T S H O W N H E R E O N . A N Y O T H E R U S E O F T H I S P L A N W I T H O U T P E R M I S S I O N F R O M M Y D E S I G N I S A F E D E R A L C R I M E U N D E R S E C T I O N 1 0 4 O F T H E C O P Y R I G H T A C T . M Y D E S I G N B R O O K E P I N N O C K P O B o x 3 6 4 , S u g a r C i t y , I d a h o 8 3 4 4 8 2 0 8 -5 8 9 -7 2 6 7 m y d e s i g n b y b r o o k e @ g m a i l .c o m P R E P A R E D F O R : A R E A S D E S I G N E D B Y D A T E D R A W N B Y P R O J E C T # S C A L E 1 /4 "=1 ' D O N A N D K E L L I E D A Y T O N R E S I D E N C E M A D I S O N C O U N T Y , I D A H O M A I N F L O O R S Q F T : T O T A L F I N I S H E D S Q F T : G A R A G E S Q F T : 2 9 5 6 2 9 5 6 1 5 0 0 O W N E R 0 7 /2 3 /2 0 2 0 B P 2 0 2 0 -4 9 FFOOOOTTIINNGG AANNDD FFOOUUNNDDAATTIIOONN PPLLAANN FOOTING: 8" X 18" FOUNDATION WALLS: 48" X 8" A-4 D04D04 D10D10 D03D03 D10D10 W03W03W02W02W04W04 W10W10W01W01D05D05 3480 W05W05 W05W05 W05W05 W06W06 W05W05 W07W07 W06W06 W11W11 W11W11 W07W07 W12W12 W08W08 W06W06 W06W06 W10W10 W02W02W02W02W02W02 D02D02 3 0 6 8 D04D04 D08D08 5 0 8 0 D14D14 D15D15 D11D11 W09W09 W09W09 D03D03 D06D06D12D12 D14D14 D14D14 D13D13 D14D14 D10D10 D13D13 D14D14 D01D01 W09W09 D10D10 D16D16 W09W09 UP 9'-8"3'-4"3'-4"9'-8" 26' 93' 7'-8"7'-10" 15'-6" 5'7'-6"8'-4"3'-8"3'-2"3'-4"3'-4"3'-2"7'7' 10'7'-8"6'-10"13'14' 2 '-1 0 " 2 '-8 " 3 '-1 0 " 1 0 '-8 " 4 ' 2 '-6 " 7 '-6 " 6 '-6 " 5 '-6 " 1 8 '-6 " 4 0 '-6 " 3 ' 1 7 ' 2 0 ' 6 ' 3 ' 6 ' 3 ' 1 0 ' 3'-6"4'4'3'-6"6'-1"6'-7"6'-2 1/2"6'-2 1/2" 1'15'12'-8"12'-5"16' 93' 3'-1"4'-2"4'-2"7'-6"4'-6"5'4'-6"4' 14'-2"22'-9" 2 2 '-4 " 1 0 ' 1 2 '-8 " 1 2 ' 1 3 ' 1 6 '-6 " 2 8 '-6 " 2 5 ' 7 0 ' 5 ' 5 ' 1 0 ' 2 '-6 " 4'6'-7"3'-11 1/2"5'-2 9/16"5'-5 7/16" 2 '-4 " 4 '-7 " 1 0 '-1 1 /2 " 3'-10"1'-10" 11 1/2"1'-4"6'-6"8'-1"6'-4"2' 2 '-3 1 /2 " 2 '-3 1 /2 " 2 '-4 " 3'-4"2'-4"2' 1 1 ' 7 '-6 1 /2 "4 '-5 " 2 '-1 0 " 1 1 '-3 1 /2 " 6 '-5 " 4 '-6 " 7 '-7 1 /2 " 11'-1"4' 1 '-4 " 2 '-2 " 3'-10"2'-10 1/2"12'-8"5'1'-1 1/2" 6 '-1 1 " 3 '-8 " 4 '-2 1 /2 " 1 0 '-6 " 9'-7 1/2"9'-7 1/2" 5 ' 4 '-5 1 /2 " 4'-4"3'3'-8"3'-4" 1 '-1 0 " 2 '-8 " 4 '-4 1 /2 " 1 '-1 0 " 3'-4"8'-6 1/2"1'-10" 4'-10 1/2"8'-10" 17'-2 1/2"7'-5" 3 ' 2 '-1 1 " PANTRY B E N C H W /H O O K S LIVING GARAGE MASTER BEDROOM GAMEROOM BEDROOMBEDROOM BARN DOOR SALON MUD CLOSET EXERCISE ENTRY GREAT KIT/DIN S E A T STORAGE PORCH PATIO PAGE T H I S P L A N S H A L L B E U S E D F O R C O N S T R U C T I O N O F T H E H O M E O N T H E L O T S H O W N H E R E O N . A N Y O T H E R U S E O F T H I S P L A N W I T H O U T P E R M I S S I O N F R O M M Y D E S I G N I S A F E D E R A L C R I M E U N D E R S E C T I O N 1 0 4 O F T H E C O P Y R I G H T A C T . M Y D E S I G N B R O O K E P I N N O C K P O B o x 3 6 4 , S u g a r C i t y , I d a h o 8 3 4 4 8 2 0 8 -5 8 9 -7 2 6 7 m y d e s i g n b y b r o o k e @ g m a i l .c o m P R E P A R E D F O R : A R E A S D E S I G N E D B Y D A T E D R A W N B Y P R O J E C T # S C A L E 1 /4 "=1 ' D O N A N D K E L L I E D A Y T O N R E S I D E N C E M A D I S O N C O U N T Y , I D A H O M A I N F L O O R S Q F T : T O T A L F I N I S H E D S Q F T : G A R A G E S Q F T : 2 9 5 6 2 9 5 6 1 5 0 0 O W N E R 0 7 /2 3 /2 0 2 0 B P 2 0 2 0 -4 9 MMAAIINN FFLLOOOORR PPLLAANN A-5 9' CEILINGS 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 CHIEF ARCHITECT, INC. MAKES NO WARRANTY THAT THESE DRAWINGSCOMPLY WITH ANY BUILDING CODES AND PROVIDED TO YOU "AS IS". PLEASE REFER TO YOUR END USER SOFTWARE LICENSE AGREEMENTFOR MORE INFORMATION ABOUT THE TERMS AND CONDITIONSPURSUANT TO THESE DRAWINGS. © Chief Architect 2010 VERTICAL STEEL REINFORCING REBAR AS REQUIRED IN GROUT FILLED CORE COARSE GRAVEL SURROUND FILL COMPACTED SOIL COMPACTED SOIL PSI COMPACTION AS REQ. 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" x 48" CONCRETE FOUNDATION WALL 8X16 CONCRETE FOOTING 4" FLEXIBLE HDPE (high-density polyethylene) DRAINAGE SYSTEM 48" Concrete Stem Wall w/11 7/8" I-Joist - L Scale: 25'-6 1/2"51'-11" 3 ' 6 ' 3 ' 3 8 ' 14'13'24'-11 1/2"6'-8"5'-6 1/2"12'-8" 3 0 ' PAGE T H I S P L A N S H A L L B E U S E D F O R C O N S T R U C T I O N O F T H E H O M E O N T H E L O T S H O W N H E R E O N . A N Y O T H E R U S E O F T H I S P L A N W I T H O U T P E R M I S S I O N F R O M M Y D E S I G N I S A F E D E R A L C R I M E U N D E R S E C T I O N 1 0 4 O F T H E C O P Y R I G H T A C T . M Y D E S I G N B R O O K E P I N N O C K P O B o x 3 6 4 , S u g a r C i t y , I d a h o 8 3 4 4 8 2 0 8 -5 8 9 -7 2 6 7 m y d e s i g n b y b r o o k e @ g m a i l .c o m P R E P A R E D F O R : A R E A S D E S I G N E D B Y D A T E D R A W N B Y P R O J E C T # S C A L E 1 /4 "=1 ' D O N A N D K E L L I E D A Y T O N R E S I D E N C E M A D I S O N C O U N T Y , I D A H O M A I N F L O O R S Q F T : T O T A L F I N I S H E D S Q F T : G A R A G E S Q F T : 2 9 5 6 2 9 5 6 1 5 0 0 O W N E R 0 7 /2 3 /2 0 2 0 B P 2 0 2 0 -4 9 FLOOR JOIST PLAN 11 7/8 TJI 16" O.C. A-6 16'25'-1"15'36'-11" 1 2 ' 3 3 ' 2 5 ' 15'-6"26'17'-2 1/2"7'-5"12'-10 1/2"14' 6'-5"13'-2"6'-5" 3 8 ' 2 '-6 " Energy Heel Truss (print at 1"=1') PAGE T H I S P L A N S H A L L B E U S E D F O R C O N S T R U C T I O N O F T H E H O M E O N T H E L O T S H O W N H E R E O N . A N Y O T H E R U S E O F T H I S P L A N W I T H O U T P E R M I S S I O N F R O M M Y D E S I G N I S A F E D E R A L C R I M E U N D E R S E C T I O N 1 0 4 O F T H E C O P Y R I G H T A C T . M Y D E S I G N B R O O K E P I N N O C K P O B o x 3 6 4 , S u g a r C i t y , I d a h o 8 3 4 4 8 2 0 8 -5 8 9 -7 2 6 7 m y d e s i g n b y b r o o k e @ g m a i l .c o m P R E P A R E D F O R : A R E A S D E S I G N E D B Y D A T E D R A W N B Y P R O J E C T # S C A L E 1 /4 "=1 ' D O N A N D K E L L I E D A Y T O N R E S I D E N C E M A D I S O N C O U N T Y , I D A H O M A I N F L O O R S Q F T : T O T A L F I N I S H E D S Q F T : G A R A G E S Q F T : 2 9 5 6 2 9 5 6 1 5 0 0 O W N E R 0 7 /2 3 /2 0 2 0 B P 2 0 2 0 -4 9 A-7 ROOF AND TRUSS PLAN SEE TRUSS MANUFACTURER'S DETAILED TRUSS PLAN 7/12 ROOF PITCH W/ENERGY HEELTRUSS W/ 2/12 REAR COVERED PATIO DOOR SCHEDULE NUMBER LABEL QTY FLOOR SIZE WIDTH HEIGHT R/O DESCRIPTION HEADER THICKNESS CODE MANUFACTURER COMMENTS D01 1468 1 1 1468 R IN 16 "80 "18"X82 1/2"HINGED-DOOR P04 2X6X21" (2)1 3/8" D02 18080 1 1 18080 216 "96 "218"X99"GARAGE-GARAGE DOOR CHD08 2X12X224" (2)1 3/4" D03 3068 2 1 3068 L 36 "80 "74"X82 1/2"POCKET-DOOR P04 2X6X77" (2)1 3/8" D04 3068 2 1 3068 R 36 "80 "74"X82 1/2"POCKET-DOOR P04 2X6X77" (2)1 3/8" D05 4068 1 1 4068 R EX 48 "80 "50"X83"EXT. HINGED-DOOR E20 2X6X53" (2)1 3/4" D06 9080 1 1 9080 108 "96 "110"X99"GARAGE-GARAGE DOOR CHD08 2X12X116" (2)1 3/4" D08 2468 1 1 2468 L IN 28 "80 "30"X82 1/2"HINGED-DOOR P04 2X6X33" (2)1 3/8" D10 3068 4 1 3068 L IN 36 "80 "38"X82 1/2"HINGED-DOOR P04 2X6X41" (2)1 3/8" D11 3068 1 1 3068 R EX 36 "80 "38"X83"EXT. HINGED-DOOR E20 2X6X41" (2)1 3/4" D12 3068 1 1 3068 L EX 36 "80 "38"X83"EXT. HINGED-DOOR E21 2X6X41" (2)1 3/4" D13 5068 2 1 5068 L/R IN 60 "80 "62"X82 1/2"DOUBLE HINGED-DOOR P04 2X6X65" (2)1 3/8" D14 3068 5 1 3068 R IN 36 "80 "38"X82 1/2"HINGED-DOOR P04 2X6X41" (2)1 3/8" D15 6068 1 1 6068 L EX 72 "80 "74"X83"EXT. SLIDER-GLASS PANEL 2X8X77" (2)1 3/4" D16 6070 1 1 6070 72 "84 "74"X87"GARAGE-GARAGE DOOR CHD08 2X12X80" (2)1 3/4" WINDOW SCHEDULE NUMBER LABEL QTY FLOOR SIZE WIDTH HEIGHT R/O EGRESS DESCRIPTION HEADER CODE MANUFACTURER COMMENTS W01 2050FX 1 1 2050FX 24 "60 "25"X61"FIXED GLASS 2X6X28" (2) W02 2650FX 4 1 2650FX 30 "60 "31"X61"FIXED GLASS 2X6X34" (2) W03 2650SC 1 1 2650SC 30 "60 "31"X61"SINGLE CASEMENT-HL 2X6X34" (2) W04 2650SC 1 1 2650SC 30 "60 "31"X61"SINGLE CASEMENT-HR 2X6X34" (2) W05 3050FX 4 1 3050FX 36 "60 "37"X61"FIXED GLASS 2X6X40" (2) W06 3050SC 4 1 3050SC 36 "60 "37"X61"SINGLE CASEMENT-HL 2X6X40" (2) W07 3050SC 2 1 3050SC 36 "60 "37"X61"SINGLE CASEMENT-HR 2X6X40" (2) W08 4040FX 1 1 4040FX 48 "48 "49"X49"FIXED GLASS 2X6X52" (2) W09 4040LS 4 1 4040LS 48 "48 "49"X49"LEFT SLIDING 2X6X52" (2) W10 4050DC 2 1 4050DC 48 "60 "49"X61"DOUBLE CASEMENT-LHL/RHR 2X6X52" (2) W11 4050FX 2 1 4050FX 48 "60 "49"X61"FIXED GLASS 2X6X52" (2) W12 2040DH 1 1 2040DH 24 "48 "25"X49"DOUBLE HUNG 2X6X28" (2) PAGE T H I S P L A N S H A L L B E U S E D F O R C O N S T R U C T I O N O F T H E H O M E O N T H E L O T S H O W N H E R E O N . A N Y O T H E R U S E O F T H I S P L A N W I T H O U T P E R M I S S I O N F R O M M Y D E S I G N I S A F E D E R A L C R I M E U N D E R S E C T I O N 1 0 4 O F T H E C O P Y R I G H T A C T . M Y D E S I G N B R O O K E P I N N O C K P O B o x 3 6 4 , S u g a r C i t y , I d a h o 8 3 4 4 8 2 0 8 -5 8 9 -7 2 6 7 m y d e s i g n b y b r o o k e @ g m a i l .c o m P R E P A R E D F O R : A R E A S D E S I G N E D B Y D A T E D R A W N B Y P R O J E C T # S C A L E 1 /4 "=1 ' D O N A N D K E L L I E D A Y T O N R E S I D E N C E M A D I S O N C O U N T Y , I D A H O M A I N F L O O R S Q F T : T O T A L F I N I S H E D S Q F T : G A R A G E S Q F T : 2 9 5 6 2 9 5 6 1 5 0 0 O W N E R 0 7 /2 3 /2 0 2 0 B P 2 0 2 0 -4 9 A-8 DOOR AND WINDOW SCHEDULE