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HomeMy WebLinkAboutAPPROVED PLANS - 22-00356 - 126 Charles Place - New SFRAuthor Name Author Email Author Phone No.: Larry Beesley Larry.Beesley@rexburg.org 208-372-2176 Kyle Baldwin Kyle.Baldwin@rexburg.org 208-372-2164 Description : 126 Charles Place - New SFR Address : 126 Charles Place Record Type : New Single Family Residence Document Filename : NolaHarris house plan.pdf Comment Author Contact Information: Corrections in the following table need to be applied before a permit can be issued Review Report Approved # 22-00356 Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments A-1 Stamp Larry Beesley : Building Open 1 Approved - Building Inspector A-2 Free text Larry Beesley : Building Open 2 Street Number Displayed on House A-2 Free text Larry Beesley : Building Open 2 Temp. A-2 Free text Larry Beesley : Building Open 2 3' Landing required A-2 Line Larry Beesley : Building Open 2 A-2 Stamp Larry Beesley : Building Open 2 Approved - Building Inspector A-3 Free text Larry Beesley : Building Open 3 Ground Surface to Slope away from Foundation a minimum of 6" within first 10 ft. A-3 Free text Larry Beesley : Building Open 3 Minimum Frost Depth Ground Surface to Bottom of Footing 36" A-3 Stamp Larry Beesley : Building Open 3 Approved - Building Inspector A-4 Free text Larry Beesley : Building Open 4 X X A-4 Free text Larry Beesley : Building Open 4 X X New Single Family Residence Approval of plans does not constitute approval of variance from code Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments A-4 Free text Larry Beesley : Building Open 4 4200 LB HOLD DOWNS A-4 Line Larry Beesley : Building Open 4 A-4 Line Larry Beesley : Building Open 4 A-4 Free text Larry Beesley : Building Open 4 1/2" Anchor bolts with 3" x 3" x 1/4" square washers (incl. interior bearing walls) R403.1.6.1 A-4 Free text Larry Beesley : Building Open 4 Foundation walls w/ rebar (city ordinance) A-4 Free text Larry Beesley : Building Open 4 Rebar: 8' Wall-Horizontal & Vertical 24" O.C. with 2 in Top 12" Rebar: 4' Wall-Horizontal & Vertical 24" O.C. with 1 in Top 6" A-4 Stamp Larry Beesley : Building Open 4 Approved - Building Inspector A-5 Line Larry Beesley : Building Open 5 A-5 Free text Larry Beesley : Building Open 5 Temp. glass A-5 Free text Larry Beesley : Building Open 5 Attic Access 22"x30" minimum access where attic clear height exceeds 30" (R807) A-5 Free text Larry Beesley : Building Open 5 FAN A-5 Free text Larry Beesley : Building Open 5 Fan A-5 Free text Larry Beesley : Building Open 5 X A-5 Free text Larry Beesley : Building Open 5 Portal frame header A-5 Rectangle Larry Beesley : Building Open 5 A-5 Stamp Larry Beesley : Building Open 5 Prescriptive Insulation A-5 Free text Larry Beesley : Building Open 5 These steps must have a 3' landing. A-5 Stamp Larry Beesley : Building Open 5 Approved - Building Inspector A-6 Free text Larry Beesley : Building Open 6 Crawl space access of 18" x 24" min. R408.3 (may differ if mech appliance is in crawl space M1305.1.1) A-6 Free text Larry Beesley : Building Open 6 Crawl space access of 18" x 24" min. R408.3 (may differ if mech appliance is in crawl space M1305.1.1) A-6 Stamp Larry Beesley : Building Open 6 Prescriptive Insulation A-6 Stamp Larry Beesley : Building Open 6 Approved - Building Inspector A-6 Free text Larry Beesley : Building Open 6 Crawl Space Ventilation/insulation = 1 sf vent per 150 sq. ft. (with moisture barrier 1 sf. per 1500 sq. ft.) and within 3' of each corner (insulate walls vent to inside of home) R408.2 A-7 Free text Larry Beesley : Building Open 7 Roof Trusses (designed according to R802.10.1) 35 # Snow and 90 mph winds (Local Conditions) A-7 Free text Larry Beesley : Building Open 7 Roof Ventilation as per R806 A-7 Stamp Larry Beesley : Building Open 7 Prescriptive Insulation A-7 Stamp Larry Beesley : Building Open 7 Approved - Building Inspector Approval of plans does not constitute approval of variance from code Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments A-8 Stamp Larry Beesley : Building Open 8 Approved - Building Inspector A-1 Stamp Kyle Baldwin : P&Z Open 1 Approved - Planning and Zoning A-1 Free text Kyle Baldwin : P&Z Open 1 Approved with the condition that the footprint of the house falls within the perimeter of the designated lot location. Approval of plans does not constitute approval of variance from code Powered by TCPDF (www.tcpdf.org) 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 ' N O L A H A R R I S R E S I D E N C E C H A R L E S p L A C E R E X B U R G , 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 S Q F T : G A R A G E S Q F T : 1 4 7 6 1 4 7 6 4 4 0 O W N E R 0 4 /2 8 /2 0 2 2 B P 2 0 2 2 -4 4 A-1 NNOOLLAA HHAARRRRII SS RREE SS II DDEENNCCEE Approved with the condition that the footprint of the house falls within the perimeter of the designated lot location. 1 1 '-1 0 " 9 ' 1 '-2 " 4 ' 1 0 '-2 " 4 ' MAIN FLOOR PLATE 110'-2" MAIN FINISHED FLOOR 101'-2" TOP OF FOUNDATION 100'-0" CRAWLSPACE FTG. 96'-0" RIDGELINE 122'-0" PROVIDE ATTIC VENTILATION 50 YR. ARCHITECTURAL ASPHALT SHINGLES (PER OWNER) 12 12 HORIZONTAL SIDING (PER OWNER) VERTICAL SIDING (PER OWNER) PAINTED BRICK (PER OWNER) MAIN FLOOR PLATE 110'-2" TOP OF FOUNDATION 100'-0" GARAGE FLOOR 99'-6" GARAGE FTG. 96'-0" 1 1 '-1 0 " 9 ' 1 '-2 " 4 ' MAIN FLOOR PLATE 110'-2" MAIN FINISHED FLOOR 101'-2" TOP OF FOUNDATION 100'-0" CRAWLSPACE FTG. 96'-0" RIDGELINE 122'-0" PROVIDE ATTIC VENTILATION 50 YR. ARCHITECTURAL ASPHALT SHINGLES (PER OWNER) 12 12 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 ' N O L A H A R R I S R E S I D E N C E C H A R L E S p L A C E R E X B U R G , 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 S Q F T : G A R A G E S Q F T : 1 4 7 6 1 4 7 6 4 4 0 O W N E R 0 4 /2 8 /2 0 2 2 B P 2 0 2 2 -4 4 EELLEEVVAATTIIOO NNSS RREEAARR EELLEEVVAATTIIOONN FFRROONNTT EELLEEVVAATTIIOONN A-2 Street Number Displayed on House Temp. 3' Landing required 1 1 '-1 0 " 9 ' 1 '-2 " 4 ' MAIN FLOOR PLATE 110'-2" MAIN FINISHED FLOOR 101'-2" TOP OF FOUNDATION 100'-0" CRAWLSPACE FTG. 96'-0" RIDGELINE 122'-0" PROVIDE ATTIC VENTILATION 50 YR. ARCHITECTURAL ASPHALT SHINGLES (PER OWNER) 12 5 HORIZONTAL SIDING (PER OWNER) PAINTED BRICK (PER OWNER) 4 ' 1 '-2 " 9 ' 1 1 '-1 0 " MAIN FLOOR PLATE 110'-2" MAIN FINISHED FLOOR 101'-2" TOP OF FOUNDATION 100'-0" CRAWLSPACE FTG. 96'-0" RIDGELINE 122'-0" PROVIDE ATTIC VENTILATION 50 YR. ARCHITECTURAL ASPHALT SHINGLES (PER OWNER) 12 5 HORIZONTAL SIDING (PER OWNER) PAINTED BRICK (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 ' N O L A H A R R I S R E S I D E N C E C H A R L E S p L A C E R E X B U R G , 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 S Q F T : G A R A G E S Q F T : 1 4 7 6 1 4 7 6 4 4 0 O W N E R 0 4 /2 8 /2 0 2 2 B P 2 0 2 2 -4 4 A-3 EELLEEVVAATTIIOO NNSS LLEEFFTT EELLEEVVAATTIIOONN RRIIGGHHTT EELLEEVVAATTIIOONN Ground Surface to Slope away from Foundation a minimum of 6" within first 10 ft. Minimum Frost Depth Ground Surface to Bottom of Footing 36" 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 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: 11'11' 21'7'14' 42' 2 '-2 " 1 9 '-1 0 " 2 6 ' 2 2 ' 4 8 ' 2 2 ' 4 ' 2 ' 6 ' 4 4 ' 5 2 ' 42' 21'21' 22'20' GARAGE FOOTING W/PONY WALL PORCH CAP ABOVE LEVEL W/FLOOR JOISTS 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 ' N O L A H A R R I S R E S I D E N C E C H A R L E S p L A C E R E X B U R G , 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 S Q F T : G A R A G E S Q F T : 1 4 7 6 1 4 7 6 4 4 0 O W N E R 0 4 /2 8 /2 0 2 2 B P 2 0 2 2 -4 4 FFOOOOTTII NNGG AANNDD FFOOUUNNDDAATTII OONN PPLLAANN FOOTING: 8" X 18" FOUNDATION WALLS: 48" X 8" A-4 X X X X 4200 LB HOLD DOWNS 1/2" Anchor bolts with 3" x 3" x 1/4" square washers (incl. interior bearing walls) R403.1.6.1 Foundation walls w/ rebar (city ordinance) Rebar: 8' Wall-Horizontal & Vertical 24" O.C. with 2 in Top 12" Rebar: 4' Wall-Horizontal & Vertical 24" O.C. with 1 in Top 6" W H D09D09 W07W07 W04W04 W04W04 W08W08 W11W11D10D10 D01D01 W05W05 W05W05 D07D07 W03W03 W10W10 D08D08 D03D03D06D06D06D06D04D04 D04D04 3 0 6 8 D03D03 W09W09 W06W06 W06W06 4082 D02D02 D03D03 D05D05 CO/SD CO/SD CO/SD 11'10'3'-6"3'-6"6'-6"7'-6" 21'7'14' 42'2' 6 '-8 " 1 2 ' 9 '-6 " 7 '-6 " 7 '-6 " 4 '-1 0 " 1 3 '-4 " 3 '-7 " 3 '-4 " 4 '-6 " 1 '-3 " 2 2 ' 4 8 ' 4 ' 2 '-4 " 9 '-8 " 3 ' 4 ' 4 ' 2 1 ' 2 ' 6 ' 1 5 ' 8 ' 7 '-8 " 7 '-6 " 5 '-1 0 " 8 ' 4 4 ' 9'-6"9'-2"4'-6"10'-10"8' 7'-10"12'-10"5'-4"6"15'-6" 2'42' 5'4'-6" 3'-7"5'-9"3'-7"14'-7"3'-8 1/2" 1 '-9 1 /2 " 8 '-1 1 " 2 '-2 " 3 '-1 1 /2 " 1 '-7 " 3 '-8 " 4'-10 1/2"4'-8" 2'-6"17'-6" 2'-2"7'-8"5'-4 1/2"4'-1"1'-11 1/2" 7'-1"4'-4" 2'4'-0 1/2" 4 '-8 " 4 ' 4'9'4'-6" 4 ' 4 ' 3'-6" 3 '-8 " 1 0 '-3 " 2 '-4 " 2 '-1 0 " GARAGE MASTER BDRM CLOSET W/D GREAT BEDROOM PANTRY CLOSET PORCH STORAGE B E N C H GAS F.P. 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 ' N O L A H A R R I S R E S I D E N C E C H A R L E S p L A C E R E X B U R G , 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 S Q F T : G A R A G E S Q F T : 1 4 7 6 1 4 7 6 4 4 0 O W N E R 0 4 /2 8 /2 0 2 2 B P 2 0 2 2 -4 4 MMAAII NN FF LLOOOORR PPLLAANN A-5 9' CEILINGS NOTES: WINDOWS TO HAVE A 92" HEAD HEIGHT EXTERIOR DOORS TO HAVE A 96" HEAD HEIGHT Temp. glass Attic Access 22"x30" minimum access where attic clear height exceeds 30" (R807) FAN Fan X Portal frame header These steps must have a 3' landing. T T 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 2x6 TREATED PLATE CAST-IN-PLACE ANCHOR BOLT SILL SEAL 42'2' 2 1 ' 8 ' 1 5 ' 6 '-4 " 20'-4"21'-8" 2 6 ' 1 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 ' N O L A H A R R I S R E S I D E N C E C H A R L E S p L A C E R E X B U R G , 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 S Q F T : G A R A G E S Q F T : 1 4 7 6 1 4 7 6 4 4 0 O W N E R 0 4 /2 8 /2 0 2 2 B P 2 0 2 2 -4 4 FLOOR JOIST PLAN 11 7/8 TJI 16" O.C. A-6 C r a w l s p a c e a c c e s s o f 1 8 " x 2 4 " m i n . R 4 0 8 . 3 ( m a y d i f f e r i f m e c h a p p l i a n c e i s i n c r a w l s p a c e M 1 3 0 5 . 1 . 1 ) Crawl space access of 18" x 24" min. R408.3 (may differ if mech appliance is in crawl space M1305.1.1) Crawl Space Ventilation/insulation = 1 sf vent per 150 sq. ft. (with moisture barrier 1 sf. per 1500 sq. ft.) and within 3' of each corner (insulate walls vent to inside of home) R408.2 42' 42' 4 8 ' 2 1 ' 8 ' 1 9 ' 2 ' 2 ' 21'7'14' 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 ' N O L A H A R R I S R E S I D E N C E C H A R L E S p L A C E R E X B U R G , 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 S Q F T : G A R A G E S Q F T : 1 4 7 6 1 4 7 6 4 4 0 O W N E R 0 4 /2 8 /2 0 2 2 B P 2 0 2 2 -4 4 A-7 ROOF AND TRUSS PLAN SEE TRUSS MANUFACTURER'S DETAILED TRUSS PLAN 5/12 ROOF PITCH W/ 1212 GABLES ON FRONT ELEVATION Roof Trusses (designed according to R802.10.1) 35 # Snow and 90 mph winds (Local Conditions) Roof Ventilation as per R806 DOOR SCHEDULE NUMBER LABEL QTY FLOOR SIZE WIDTH HEIGHT R/O DESCRIPTION HEADER THICKNESS CODE MANUFACTURER COMMENTS D01 16080 1 1 16080 192 "96 "194"X99"GARAGE-GARAGE DOOR CHD11 2X12X200" (2)1 3/4" D02 2468 1 1 2468 L IN 28 "80 "30"X82 1/2"HINGED-DOOR P04 2X6X33" (2)1 3/8" D03 2668 3 1 2668 L IN 30 "80 "32"X82 1/2"HINGED-DOOR P04 2X6X35" (2)1 3/8" D04 2668 2 1 2668 R 30 "80 "32"X82 1/2"BARN-DOOR P04 2X6X35" (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 2 1 2668 R IN 30 "80 "32"X82 1/2"HINGED-DOOR P04 2X6X35" (2)1 3/8" D07 3068 1 1 3068 L EX 36 "80 "38"X83"EXT. HINGED-DOOR E20 2X6X41" (2)1 3/4" D08 3068 1 1 3068 R EX 36 "80 "38"X83"EXT. HINGED-PANEL 2X6X41" (2)1 3/4" D09 6080 1 1 6080 C-R EX 72 "96 "74"X99"EXT. DOUBLE HINGED-GLASS PANEL 2X6X77" (2)1 3/4" D10 3080 1 1 3080 L EX 36 "96 "38"X99"EXT. HINGED-DOOR E20 2X6X41" (2)1 3/4" WINDOW SCHEDULE NUMBER LABEL QTY FLOOR SIZE WIDTH HEIGHT R/O EGRESS DESCRIPTION HEADER CODE MANUFACTURER COMMENTS W01 1626 1 2 1626 18 "30 "19"X31"LOUVERED 2X6X22" (2) W03 2030SH 1 1 2030SH 24 "36 "25"X37"SINGLE HUNG 2X6X28" (2) W04 2860SH 2 1 2860SH 32 "72 "33"X73"SINGLE HUNG 2X6X36" (2) W05 3014FX 2 1 3014FX 36 "16 "37"X17"FIXED GLASS 2X6X40" (2) W06 3020FX 2 1 3020FX 36 "24 "37"X25"FIXED GLASS 2X6X40" (2) W07 4014LS 1 1 4014LS 48 "16 "49"X17"LEFT SLIDING 2X6X52" (2) W08 5046LS 1 1 5046LS 60 "54 "61"X55"LEFT SLIDING 2X6X64" (2) W09 5050LS 1 1 5050LS 60 "60 "61"X61"LEFT SLIDING 2X6X64" (2) W10 6014FX 1 1 6014FX 72 "16 "73"X17"FIXED GLASS 2X6X76" (2) W11 6060LS 1 1 6060LS 72 "72 "73"X73"LEFT SLIDING 2X6X76" (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 ' N O L A H A R R I S R E S I D E N C E C H A R L E S p L A C E R E X B U R G , 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 S Q F T : G A R A G E S Q F T : 1 4 7 6 1 4 7 6 4 4 0 O W N E R 0 4 /2 8 /2 0 2 2 B P 2 0 2 2 -4 4 A-8 DOOR AND WINDOW SCHEDULE