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HomeMy WebLinkAboutPLANS 1 - M19-00120 - Grover - River Run - 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 ' V A L A N D T E R E S A G R O V E R 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 : B O N U S S Q F T : T O T A L S Q F T : G A R A G E S Q F T : 2 0 8 4 5 0 4 2 5 8 8 9 7 8 O W N E R 0 9 /1 0 /2 0 1 9 B P 2 0 1 9 -3 7 A-1 VVAALL && TTEERREESSAA GGRROOVVEERR RREESSIIDDEENNCCEE 4 ' 1 '-2 " 9 ' 2 ' 7 ' 4 '-2 " MAIN FLOOR PLATE 110'-2" MAIN FINISHED FLOOR 101'-2" TOP OF FOUNDATION 100'-0" GARAGE FTG. 97'-0" RIDGELINE 123'-4" LIVING PLATE 112'-2" BONUS ROOM CEILING 119'-2" PROVIDE ATTIC VENTILATION 30 YR. ARCHITECTURAL ASPHALT SHINGLES (PER OWNER) 12 8 12 STUCCO (PER OWNER) 8 CULTURED STONE (PER OWNER) 4 ' 1 '-2 " 9 ' 1 ' 8 ' 4 '-2 " MAIN FLOOR PLATE 110'-2" MAIN FINISHED FLOOR 101'-2" TOP OF FOUNDATION 100'-0" GARAGE FTG. 97'-0" RIDGELINE 123'-4" BONUS FLOOR 111'-2" BONUS ROOM CEILING 119'-2" PROVIDE ATTIC VENTILATION 30 YR. ARCHITECTURAL ASPHALT SHINGLES (PER OWNER) 12 8 12 SIDING (PER OWNER) 8 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 ' V A L A N D T E R E S A G R O V E R 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 : B O N U S S Q F T : T O T A L S Q F T : G A R A G E S Q F T : 2 0 8 4 5 0 4 2 5 8 8 9 7 8 O W N E R 0 9 /1 0 /2 0 1 9 B P 2 0 1 9 -3 7 A-2 EELLEEVVAATTIIOONNSS RREEAARR EELLEEVVAATTIIOONN FFRROONNTT EELLEEVVAATTIIOONN 4 ' 1 '-2 " 9 ' 1 ' 8 ' 4 '-2 " MAIN FLOOR PLATE 110'-2" MAIN FINISHED FLOOR 101'-2" TOP OF FOUNDATION 100'-0" GARAGE FTG. 97'-0" RIDGELINE 123'-4" BONUS ROOM FLOOR 111'-2" BONUS ROOM CEILING 119'-2" PROVIDE ATTIC VENTILATION 30 YR. ARCHITECTURAL ASPHALT SHINGLES (PER OWNER) 12 8 STUCCO (PER OWNER) CULTURED STONE (PER OWNER)SIDING (PER OWNER) 4 ' 1 '-2 " 9 ' 1 ' 8 ' 4 '-2 " MAIN FLOOR PLATE 110'-2" MAIN FINISHED FLOOR 101'-2" TOP OF FOUNDATION 100'-0" GARAGE FTG. 97'-0" RIDGELINE 123'-4" BONUS ROOM FLOOR 111'-2" BONUS ROOM CEILING 119'-2" PROVIDE ATTIC VENTILATION 30 YR. ARCHITECTURAL ASPHALT SHINGLES (PER OWNER) 12 8 SIDING (PER OWNER)STUCCO (PER OWNER) CULTURED STONE (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 ' V A L A N D T E R E S A G R O V E R 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 : B O N U S S Q F T : T O T A L S Q F T : G A R A G E S Q F T : 2 0 8 4 5 0 4 2 5 8 8 9 7 8 O W N E R 0 9 /1 0 /2 0 1 9 B P 2 0 1 9 -3 7 EELLEEVVAATTIIOONNSS LLEEFFTT EELLEEVVAATTIIOONN RRIIGGHHTT EELLEEVVAATTIIOONN A-3 3 0 3 1 0 P T 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 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 - L Scale: E6E6 E l e v a t i o n 6 10'-6"10'-6"6'-6"6'-6" 21'13' 66' 13'6'13' 4 '-6 " 2 3 '-6 " 2 6 ' 2 8 ' 6 0 ' 4 ' 2 ' 3 4 ' 4 ' 3 8 ' 2 2 ' 2 '-8 " 12'-5"37'-2"16'-5" 66' 18'-10"4'-5"10'-1" 7 ' 3 '-4 " 1 5 ' GARAGEGARAGE CRAWL SPACE ACCESS 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 ' V A L A N D T E R E S A G R O V E R 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 : B O N U S S Q F T : T O T A L S Q F T : G A R A G E S Q F T : 2 0 8 4 5 0 4 2 5 8 8 9 7 8 O W N E R 0 9 /1 0 /2 0 1 9 B P 2 0 1 9 -3 7 FFOOOOTTIINNGG AANNDD FFOOUUNNDDAATTIIOONN PPLLAANN FOOTING: 8" X 18" FOUNDATION WALLS: 48" X 8" A-4 W05W05 W02W02 D14D14 W11W11 W11W11 W07W07 D10D10D07D07 D02D02 D16D16 W04W04 W10W10W08W08 D01D01W09W09D11D11D01D01 W05W05 4 0 6 8 D09D09 D06D06 4 0 6 8 D12D12D17D17 D06D06 D12D12 D06D06 D06D06 D03D03 D15D15 D04D04 5068 9 0 6 8 D09D09 D05D05D08D08 D12D12 D04D04 60810 D10D10 W03W03 UP V V EQUALLY SPACED RISERS 8" MAX (check local code for requirements) 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 AGREEMENT FOR MORE INFORMATION ABOUT THE TERMS AND CONDITIONSPURSUANT 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 TT T T E6E6 E l e v a t i o n 6 10'-6"10'-6"6'-6"6'-6" 21'13' 66' 6'-3"5'-7"4'-2"4'-2"5'-4"6'-6" 13'6'13' 2 '-8 " 1 1 '-6 " 2 '-8 " 5 '-4 " 2 '-4 " 1 2 '-2 " 4 ' 4 0 '-8 " 1 1 ' 1 1 ' 2 2 ' 6'-5"6'3'-1"10'-10"2'-10"5'9'-9"5'-8"7'-11"8'-6" 12'-5"16'-9"20'-5"16'-5" 66' 3 '-1 " 3 '-5 " 4 '-6 " 2 3 '-6 " 1 3 '-1 0 " 5 '-8 " 6 '-6 " 2 8 ' 6 0 ' 4 ' 2 ' 2 '-8 " 10'-4"8'-5"4'-1"4'-10"5'-4" 9 '-1 1 /2 " 6 '-5 " 3 '-6 "11'-2"6'-8"1'-6 1/2"4'-1"5'-2"3'3'-6"5'-4"8'-10"3'-11 1/2" 2 '-6 " 7 '-2 " 2 '-9 " 1 '-1 1 " 2 '-8 " 2 '-1 1 " 2 '-5 " 2 '-5 " 3'-6"2'-3"3'-4"3' 1 '-2 " 4 '-1 1 " 1 '-7 " 4'-2 1/2"4'-4 1/2"3'-6" 5'-3 1/2"5'-1"4'-1" 2'-7" 1 '-6 " 1 '-6 " 1 '-9 " 3 '-3 " 3 '-8 " 9 '-1 1 /2 " 2 '-1 " 34' GARAGE WALK-IN CLOSET STORAGE STORAGE LAUNDRY MASTER BEDROOM 11' CEILING LIVING VAULTED GREAT BEDROOM BEDROOM KIT/NOOK PANTRY PORCH CRAWL SPACE ACCESS 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 ' V A L A N D T E R E S A G R O V E R 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 : B O N U S S Q F T : T O T A L S Q F T : G A R A G E S Q F T : 2 0 8 4 5 0 4 2 5 8 8 9 7 8 O W N E R 0 9 /1 0 /2 0 1 9 B P 2 0 1 9 -3 7 MMAAIINN FFLLOOOORR PPLLAANN A-5 9' CEILINGS W/VAULTER GREAT 11' LIVING ROOM W06W06W01W01 D13D13 3 '-8 " 2 4 '-3 " 17'-11" 8'-11 1/2"8'-11 1/2" 8'-2 3/4"3' 7'-11"7'-11" BONUS ROOM 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 ' V A L A N D T E R E S A G R O V E R 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 : B O N U S S Q F T : T O T A L S Q F T : G A R A G E S Q F T : 2 0 8 4 5 0 4 2 5 8 8 9 7 8 O W N E R 0 9 /1 0 /2 0 1 9 B P 2 0 1 9 -3 7 BBOONNUUSS RROOOOMM FFLLOOOORR PPLLAANN 8' CEILINGS A-6 11 7/8" I-JoistR-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: 16'-5"37'-2"12'-1" 3 4 ' 2 '-8 " 2 6 ' 8 ' 7 ' 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 ' V A L A N D T E R E S A G R O V E R 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 : B O N U S S Q F T : T O T A L S Q F T : G A R A G E S Q F T : 2 0 8 4 5 0 4 2 5 8 8 9 7 8 O W N E R 0 9 /1 0 /2 0 1 9 B P 2 0 1 9 -3 7 FLOOR JOIST PLAN 11 7/8 TJI 16" O.C. A-7 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 16'-5"37'-2"12'-5" 11'-10"8'-4"11'-10"13'21' 2 ' 5 4 ' 3 4 ' 2 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 ' V A L A N D T E R E S A G R O V E R 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 : B O N U S S Q F T : T O T A L S Q F T : G A R A G E S Q F T : 2 0 8 4 5 0 4 2 5 8 8 9 7 8 O W N E R 0 9 /1 0 /2 0 1 9 B P 2 0 1 9 -3 7 A-8 ROOF AND TRUSS PLAN SEE TRUSS MANUFACTURER'S DETAILED TRUSS PLAN 8/12 ROOF PITCH W/VAULTED GREAT ROOM & ATTIC TRUSSES OVER GARAGE DOOR SCHEDULE NUMBER LABEL QTY FLOOR SIZE WIDTH HEIGHT R/O DESCRIPTION HEADER THICKNESS CODE MANUFACTURER COMMENTS D01 1068 2 1 1068 L EX 12 "80 "14"X83"EXT. HINGED-DOOR SL05 2X6X17" (2)1 3/4" D02 16080 1 1 16080 192 "96 "194"X99"GARAGE-C31-SOLID 2X12X200" (2)1 3/4" D03 1668 1 1 1668 L IN 18 "80 "20"X82 1/2"HINGED-DOOR P04 2X6X23" (2)1 3/8" D04 2468 2 1 2468 R IN 28 "80 "30"X82 1/2"HINGED-DOOR P04 2X6X33" (2)1 3/8" D05 2668 1 1 2668 R 30 "80 "62"X82 1/2"POCKET-DOOR P04 2X6X65" (2)1 3/8" D06 2668 4 1 2668 L IN 30 "80 "32"X82 1/2"HINGED-DOOR P04 2X6X35" (2)1 3/8" D07 2868 1 1 2868 L IN 32 "80 "34"X82 1/2"HINGED-DOOR P04 2X6X37" (2)1 3/4" D08 2868 1 1 2868 L IN 32 "80 "34"X82 1/2"HINGED-DOOR P04 2X6X37" (2)1 3/8" D09 2868 2 1 2868 R IN 32 "80 "34"X82 1/2"HINGED-DOOR P04 2X6X37" (2)1 3/8" D10 3068 2 1 3068 L EX 36 "80 "38"X83"EXT. HINGED-DOOR E21 2X6X41" (2)1 3/4" D11 3068 1 1 3068 R EX 36 "80 "38"X83"EXT. HINGED-DOOR E13.2 2X6X41" (2)1 3/4" D12 4068 3 1 4068 L/R IN 48 "80 "50"X82 1/2"DOUBLE HINGED-DOOR P04 2X6X53" (2)1 3/8" D13 5068 1 2 5068 L/R IN 60 "80 "62"X82 1/2"DOUBLE HINGED-DOOR P04 2X6X65" (2)1 3/8" D14 6068 1 1 6068 L EX 72 "80 "74"X83"EXT. SLIDER-GLASS PANEL 2X8X77" (2)1 3/4" D15 6068 1 1 6068 L/R IN 72 "80 "74"X82 1/2"DOUBLE HINGED-DOOR P04 2X6X77" (2)1 3/8" D16 9080 1 1 9080 108 "96 "110"X99"GARAGE-C31-SOLID 2X12X116" (2)1 3/4" D17 2668 1 1 2668 R IN 30 "80 "32"X82 1/2"HINGED-DOOR P04 2X6X35" (2)1 3/8" WINDOW SCHEDULE NUMBER LABEL QTY FLOOR SIZE WIDTH HEIGHT R/O EGRESS DESCRIPTION HEADER CODE MANUFACTURER COMMENTS W01 3640LS 1 2 3640LS 42 "48 "43"X49"LEFT SLIDING 2X6X46" (2) W02 4034LS 1 1 4034LS 48 "40 "49"X41"LEFT SLIDING 2X6X52" (2) W03 4038LS 1 1 4038LS 48 "44 "49"X45"LEFT SLIDING 2X6X52" (2) W04 4040LS 1 1 4040LS 48 "48 "49"X49"LEFT SLIDING 2X6X52" (2) W05 4050LS 2 1 4050LS 48 "60 "49"X61"LEFT SLIDING 2X6X52" (2) W06 42"12" 1 2 3610FX 42 "12 "42 1/2"X12 1/2"FIXED GLASS-AT 2X6X45 1/2" (2)ANDERSEN W07 6050TS 1 1 6050TS 72 "60 "73"X61"TRIPLE SLIDING 2X6X76" (2) W08 6060TS 1 1 6060TS 72 "72 "73"X73"TRIPLE SLIDING 2X6X76" (2) W09 64"16" 1 1 5414FX 64 "16 "64 1/2"X16 1/2"FIXED GLASS-AT 2X6X67 1/2" (2)ANDERSEN W10 72"16" 1 1 6014FX 72 "16 "72 1/2"X16 1/2"FIXED GLASS-AT 2X6X75 1/2" (2)ANDERSEN W11 4060FX 2 1 4060FX 48 "72 "49"X73"FIXED GLASS 2X6X52" (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 ' V A L A N D T E R E S A G R O V E R 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 : B O N U S S Q F T : T O T A L S Q F T : G A R A G E S Q F T : 2 0 8 4 5 0 4 2 5 8 8 9 7 8 O W N E R 0 9 /1 0 /2 0 1 9 B P 2 0 1 9 -3 7 A-9 DOOR AND WINDOW SCHEDULE