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NEW PLANS FOR CONSTRUCTION WITH 10 FT SETBACKTo the best of my knowledge these plans are drawn to comply with owner's and/ or builder's specifications and any changes made on them after prints are made will be done at the owner's and / or builder's expense and responsibility. The contractor shall verify all dimensions and enclosed drawing. YOUR COMPANY NAME HERE is not liable for errors once construction has begun. While every effort has been made in the preparation of this plan to avoid mistakes, the maker can not guarantee against human error. The contractor of the job must check all dimensions and other details prior to construction and be solely responsible thereafter.30'P-1 LAURA'S ARCH DRAFTING AND DESIGN DRAWING PREPARED FORJIM BACHANDFRONT ELEVATION 1/4"=1'0" RIGHT ELEVATION 1/8"=1'0" LEFT ELEVATION 1/8"=1'0" REAR ELEVATION 1/8"=1'0"ELEVATIONS1/4"=1'0"DRAWINGS PROVIDED BYLAURA'S ARCHITECTURAL DRAFTING AND DESIGN220 TAYLOR ST. GRANBY, MA 01033 413-467-2899SHEET: SCALE: DATE: 8/14/2023 LOCATION FOR FUTURE SOLAR 300 SQ FT 7 1/2 12 12 9 5 12 SB36 LSB36LDishwasher B24RB30 B42B24R B24R SB3319B42 B24R SB36 LSB36LDishwasher B24RB30 B42B24R B24R SB3319B42 B24R U302490 DCW2436R W2436RW3919W1836R W1836RW3036 W2136RW2436RD13D13 W07W07 W02W02 W06W06 D01D01D11D11D01D01W06W06W06W06W06W06 D14D14D14D14 W01W01 D10D10 D03D03 D09D09 D02D02 D15D15 W06W06 W06W06 W06W06 W01W01 W01W01 D08D08 D07D07 DN DN UP CO/SD HD CO/SD 6'5'-4"6'-11"2'-6" 2'-9"3'-6"6'-8"3'-6"3'-6" 17'4'4'2'4'4'4'3'-4"3'-6"4'4'16'16'11'-8"4'-4"16'15'-9"6'10'16'25'-4"6'-8"24'8'-2"10'29'22'16'6'32'21'5'6'2'-6"3'-6"7'-10"2'-6"2'-6"2' 56' 8'-8"10'-8"6' 1'-10"10'-4"20'-1" 5'6'-9"10'-6"6'-9" 24' 32' 7'-6"12'-2"7'-8"4'-8" 3'-11"10'4'5'-6"4' 6'-6"11'11'-4" 24'32'4'6'5'-4"24' 1034 SQ FT ROOF TRUSSES@ 24" OCMUDROOM 5/8" FC DRYWALL ON CEILING AND ATT WALLS 4" POURED CONCRETE FLOOR 4000 PSI CS-PF CS-PF 2X12 FLOOR JOISTS@ 16" OC2X12 FLOOR JOISTS@ 16" OCCS-WSP CS-WSPCS-WSPCS-WSPCS-WSPCS-WSPCS-WSP CS-WSP CS-WSP CS-WSPCS-WSP CS-WSPCOVERED PORCH FOYER CS-WSPDINING KITCHEN GARAGE LIVING ROOM PWDR LOAD BEARING DECORATIVE COLUMNS 1/2 WALL1/2 WALL LVL HEADER AS REQ'D. "0" CLEAR GAS FIREPLACE 8'0'' CEILING HEIGHT 18'0'' X 10'0'' PT DECK W/ 5/4 X 6 DECKING 1'0'' CANT. ABOVE FLUSH BEAM OVER FRAMED CLOSET LIVING AREA 10'0'' CEILING HEIGHT P-2FIRST FLOOR PLANDRAWING PREPARED FORJIM BACHAND1/4"=1'0"DRAWINGS PROVIDED BYLAURA'S ARCHITECTURAL DRAFTING AND DESIGN220 TAYLOR ST. GRANBY, MA 01033 413-467-2899SHEET: SCALE: DATE: 8/14/2023 DN SB3021SB3621SB3621SB3021SB3621SB3621W05W05W05W05W05W05 W05W05 W05W05W05W05 W05W05W05W05 W05W05 W05W05 W03W03 D05D05 D05D05 D06D06 D17D17 D05D05 D05D05 D04D04 D12D12 D06D06 D05D05 D06D06 D05D05 SD SD SD SD CO/SD4'-9"4'-8"8'-4"12'-4"3'-6"7'-6"12'-8"13'-2"5'-4"5'2'10'-5" 4'8'-5" 6'11' 2'-4" 12'-8"12'-4"5'-8"14'8'-6"3'-6"5'-4"10'-8"17' 4' 3'-2"3'-2"4'4'4'4'4'4'4'4'15'-4"14'2'-8"33'7'-3"13'-5"12'-4"33'4'19'-8"1'6'-2"10'3'-6"32' 16'-3"15'-9" 20'-5" 15' 7'-6"7'-6" 32' 14'-4"2'-8" 4'-8"7'-8"2' 4'-9"3'-8"4'991 SQ FT LIVING AREA M. BATH MASTER BEDROOM BEDROOM #3 BEDROOM #2 SOUND PROOF THIS WALL ROOF TRUSSES@ 24" OCBEDROOM #4 CS-WSPCS-WSPCS-WSPCS-WSP CS-WSP CS-WSP CS-WSPCS-WSPCS-WSPCS-WSPCS-WSP WALK IN CLOSET CS-WSP BATHROOM ROOF TRUSSES @ 24" OC GIRDER TRUSS ATTIC ACCESS 8'0'' CEILING HEIGHT P-3DRAWING PREPARED FORJIM BACHAND1/4"=1'0"DRAWINGS PROVIDED BYLAURA'S ARCHITECTURAL DRAFTING AND DESIGN220 TAYLOR ST. GRANBY, MA 01033 413-467-2899SHEET: SCALE: DATE: 8/14/2023SECOND FLOOR PLAN SSSSD16D16 W09W09 W09W09 W04W04 W04W04 UP CO/SD CO/SD E3 P-1 E3 P-1 Elevation 3 E4 P-1 E4 P-1Elevation 4E5P-1E5P-1Elevation 5 E6 P-1 E6 P-1 Elevation 6E7 5 E7 5Elevation 7E86E86 Elevation 8E16 7 E16 7 Elevation 16 E18E18Elevation 18 E19E19 Elevation 196'10'15'30'-8"10'8'-6"16'16'32'5'-8"11'-8"10'9'32'6'56' 24'32'5'-8"10'-4"22'56' 15'17'24' 6'-9"10'-6"6'-9" 10'15'-6"6'-6"16'-6"5'-6"1127 SQ FT2X12 FLOOR JOISTS@ 16" OC2X12 FLOOR JOISTS@ 16" OCLVL BEAM TO BE ENGINEERED AS REQ'D BEAM POCKET PROVIDE M.O. FOR 9'0" OH DOOR3 1/2" LALLY COLUMNS 4" POURED CONCRETE FLOOR 3500 PSI 30X30X12 CONCRETE PADS 8" POURED CONCRETE FROST WALLS W/ 18"X10" CONT'D FOOTINGS 8" POURED CONCRETE WALLS W/ REBAR AS REQ'D. 404 .1.1.(2) W/ 18"X10" CONT'D FOOTINGS UNEXCAVATED/FILL UNEXCAVATED 10" POURED CONCRETE WALLS W/ 4" SHELF FOR SLAB ABOVE W/ 20" X 10" CONT'D FOOTINGS BEAM POCKET 2-2X12 FLUSH BEAM PROVIDE M.O. FOR 3'0" DOOR 2X10 PT FLOOR JOISTS @ 16" OC 2X10 PT LEDGER BOLTED 12X48 CONC. COLUMNS 6X6 POSTS W/ POST ANCHORS3-2X10 PT BEAM 3-2X12 DBL FLOOR JOISTS UNDER PARALLEL WALLS AND KITCHEN ISLAND POINT LOAD POINT LOAD SIMPSON TIE DOWNS 2- STHD14 SIMPSON TIE DOWNS 2- STHD14 FROST WALL HEIGHT TO BE VERIFIED ON JOBSITE ACCORDING TO GRADE 2X6 WALK OUT WALL @ 16'' OC W/ R-21 INSULATION LIVING AREA STEP FOUNDATION ACCORDING TO GRADE STEP FOUNDATION ACCORDING TO GRADE P-4DRAWING PREPARED FORJIM BACHANDFOUNDATION PLAN 1/4"=1'0"DRAWINGS PROVIDED BYLAURA'S ARCHITECTURAL DRAFTING AND DESIGN220 TAYLOR ST. GRANBY, MA 01033 413-467-2899SHEET: SCALE: DATE: 8/14/2023 STEP FOUNDATION ACCORDING TO GRADE TO BE DETERMINED ON JOBSITE WINDOW SCHEDULE NUMBER LABEL QTY FLOOR SIZE WIDTH HEIGHT R/O EGRESS DESCRIPTION HEADER CODE MANUFACTURER COMMENTS W01 21054DH 3 1 21054DH 34 "64 "35"X65"DOUBLE HUNG 2X10X38" (2) W02 2436DH 1 1 2436DH 28 "42 "29"X43"DOUBLE HUNG 2X10X32" (2) W03 3046DH TEMP GLASS 1 2 3046DH 36 "54 "37"X55"DOUBLE HUNG 2X10X40" (2) W04 2816RS 2 0 2816RS 32 "18 "33"X19"RIGHT SLIDING 2X10X33" (2) W05 3046DH 10 2 3046DH 36 "54 "37"X55"DOUBLE HUNG 2X10X40" (2) W06 3050DH 7 1 3050DH 36 "60 "37"X61"DOUBLE HUNG 2X10X40" (2) W07 4036LS 1 1 4036LS 48 "42 "49"X43"LEFT SLIDING 2X10X52" (2) W09 3050DH 2 0 3050DH 36 "60 "37"X61"DOUBLE HUNG 2X10X40" (2) DOOR SCHEDULE NUMBER LABEL QTY FLOOR SIZE WIDTH HEIGHT R/O DESCRIPTION HEADER THICKNESS CODE MANUFACTURER D01 1268 2 1 1268 EX 14 "80 "16"X83"EXT. FIXED-GLASS PANEL 2X10X19" (2)1 3/4" D02 2668 1 1 2668 L IN 30 "80 "32"X82 1/2"HINGED-DOOR P04 2X10X35" (2)1 3/8" D03 4068 1 1 4068 L/R EX 48 "80 "50"X83"EXT. DOUBLE HINGED-DOOR E06 2X10X53" (2)1 3/8" D04 4768 1 2 4768 L/R 55 3/16 "80 "57 3/16"X82 1/2"4 DR. BIFOLD-LOUVERED 2X10X60 3/16" (2)1 3/8" D05 2668 6 2 2668 L IN 30 "80 "32"X82 1/2"HINGED-DOOR P04 2X10X35" (2)1 3/8" D06 2668 3 2 2668 R IN 30 "80 "32"X82 1/2"HINGED-DOOR P04 2X10X35" (2)1 3/8" D07 2468 1 1 2468 L IN 28 "80 "30"X82 1/2"HINGED-DOOR P04 2X10X33" (2)1 3/8" D08 2668 1 1 2668 L 30 "80 "61 1/4"X82 1/2"POCKET-DOOR P04 2X10X64 1/4" (2)1 3/8" D09 3068 FIRE DR 1 1 3068 L EX 36 "80 "38"X83"EXT. HINGED-DOOR E06 2X10X41" (2)1 3/8" D10 3068 1 1 3068 L EX 36 "80 "38"X83"EXT. HINGED-DOOR E06 2X10X41" (2)1 3/4" D11 3068 1 1 3068 R EX 36 "80 "38"X83"EXT. HINGED-DOOR E20 2X10X41" (2)1 3/4" D12 4068 1 2 4068 L/R IN 48 "80 "50"X82 1/2"DOUBLE HINGED-DOOR P04 2X10X53" (2)1 3/8" D13 6068 1 1 6068 L EX 72 "80 "74"X83"EXT. SLIDER-GLASS PANEL 2X10X77" (2)1 3/4" D14 9080 2 1 9080 108 "96 "110"X99"GARAGE-GARAGE DOOR CHD05 2X12X116" (2)1 3/4" D15 4068 1 1 4068 L/R IN 48 "80 "50"X82 1/2"DOUBLE HINGED-DOOR P04 2X10X53" (2)1 3/8" D16 3068 1 0 3068 R EX 36 "80 "38"X83"EXT. HINGED-DOOR E06 2X10X41" (2)1 3/4" D17 1668 1 2 1668 R IN 18 "80 "20"X82 1/2"HINGED-DOOR P04 2X10X23" (2)1 3/8"15'-6"APPROX GRADE 7/16" ZIP WALL SHEATHING 36" ICE AND WATER BARRIER 6" FASCIA W/ 12" VENTED SOFFIT CONT'D RIDGE VENT VINYL SIDING W/ HOUSEWRAP 18"X10" CONT'D FOOTING W/ 2X4 KEYWAY 5 12 8" POURED CONCRETE FROST WALLS 5/8" CDX SHEATHING 4" POURED CONCRETE FLOOR 4000 PSI 2X6 PT SILL W/ SEALER W/ 1/2"X12" ANCHOR BOLTS @ 6' OC ROOF TRUSSES @ 24" OC TO BE ENGINEERED BY MANUF. 2-2X10 HEADERS2-2X6 TOP PLATES ASPHALT SHINGLES W/ 15# FELT 2X6 EXT STUDS @ 16" OC PROVIDE RAISED HEEL 5/8" FC DRYWALL ON CEILING AND WALLS P-5DRAWING PREPARED FORJIM BACHAND1/4"=1'0"DRAWINGS PROVIDED BYLAURA'S ARCHITECTURAL DRAFTING AND DESIGN220 TAYLOR ST. GRANBY, MA 01033 413-467-2899SHEET: SCALE: DATE: 8/14/2023 P-5CROSS SECTIONSAPPROX GRADE