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Brown-Elkins 090919 PlansTo 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. P-1P-1 LAURA'S ARCH DRAFTING AND DESIGN DRAWING PREPARED FORROSEMUND CONSTRUCTIONROSEMUND CONSTRUCTIONRIGHT ELEVATION 1/8"=1'0"RIGHT ELEVATION 1/8"=1'0" LEFT ELEVATION 1/8"=1'0"LEFT ELEVATION 1/8"=1'0" REAR ELEVATION 1/8"=1'0"REAR ELEVATION 1/8"=1'0" FRONT ELEVATION 1/4"=1'0"FRONT ELEVATION 1/4"=1'0"ELEVATIONSELEVATIONS1/4"=1'0"1/4"=1'0"DRAWINGS PROVIDED BYLAURA'S ARCHITECTURAL DRAFTING AND DESIGN220 TAYLOR ST. GRANBY, MA 01033 413-467-2899SHEET: SCALE: DATE: 9/9/2019 LSDB36R B15R B15R LSDB36RB30B21RSB7845B30SB36DishwasherSB4821SB4821LSDB36R B15R B15R LSDB36RB30B21RSB7845B30SB36DishwasherSB4821SB4821U362490DCW2436RW4236W2736DCW2436RW3636W2736 W3619W423618080 3020AW3050DH 3050DH 3050DH 2440DH2440DH2440DH 3050DH3056DH 3056DH 3056DH 3068 3056DH 3056DH 3050DH3068 3040SC 3050DH3050DH 3068 FIRE DR 306830682868 2868 2868 28685068286828683050DH28682668 406830683030PTUP UP DN CO/SD HD SD CO/SD 1651 sq ft E2 P-1 E2 P-1Elevation 2 E3 P-1 E3 P-1Elevation 3E4P-1E4P-1Elevation 4 E5 P-1 E5 P-1 Elevation 5E10E10 Elevation 10E12E12 Elevation 12 8'-1"5'-5"17'-8" 10' 5'-10"10' 14' 9'-9"11'-10"6'3'-3"4'2'-5"3'-6"1'4'4'4'4'2'-10"2'-10" 2'-5"3'-6"4'4'4'3'2'-10"3'-9"3'-9"6'-11"6'-4"5'-3"20'-6"7'-6"6'8'-8"9'-1"11'-3"24' 15'-5"24'-3"11'-9"9'-9"5'-8"2'-4"11'-3"18'-6"2'-4"5'-2"22'4'4'29'-2"20'-6"7'-6"6'17'-8"11'-6"13'-10"7'-4"2'-8"13'-3"5'-3"7'-6"22'2'14'8'6'36'8'5'7'-6"7'-6"6'3'-6"4'4'-6"3'-6"54' 10'14'29' 4'-6"9'8'7'-6"5'-2"4'-10"6'-10"7'-2"2'50'22'7'-6"5'-3"6'-4"6'-11"3'-2"3'-2"18'-6"3'-6"1' 54' 8'-8"8'-10"12'23'-6" 5'3'-8"4'-10"4'6'6'11'-9"11'-9" 1' 38'' 1/2 WALL DINING ROOM DINING ROOM KITCHENKITCHEN MASTER BATHMASTER BATH WALK INWALK IN CLOSET CLOSET MASTER BEDROOMMASTER BEDROOM PWDRPWDR ROOM ROOM LAUNDRYLAUNDRY GREAT ROOMGREAT ROOM OFFICEOFFICE COVERED PORCHCOVERED PORCH LIVING AREA LVL ENGINEERED DROP BEAM AS REQ'D. 8'4'' CEILING HEIGHT8'4'' CEILING HEIGHT GARAGEGARAGE WOOD I JOISTS @ 16'' OC CONT'D PORTAL FRAME 5/8" FC DRYWALL ON CEILING AND ATT WALLS 4" POURED CONCRETE FLOOR 4000 PSI CS-PFCS-PF WOOD I JOISTS @ 16'' OC ROOF TRUSSES @ 24'' OC 3-2X10 CONT'D HEADER DEC. LOAD BEARING COLUMNS ROOF TRUSSES @ 24'' OC 2 STORY 2 STORY FOYER FOYER CS-WSPCS-WSPCS-WSPCS-WSPCS-WSP CS-WSP CS-WSPCS-WSP CS-WSP CS-WSPCS-WSP CS-WSPCS-WSPCS-WSPCS-WSPCS-WSP CS-WSP "0" CLEAR GAS FIREPLACE GIRDER TRUSS MUDROOM MUDROOM CS-WSPLINE OF FLOOR ABOVE WOOD I JOISTS @ 16'' OC 8'4'' CEILING HEIGHT8'4'' CEILING HEIGHT MONO TRUSS @ 24'' OC P-2P-2FLOOR PLANFLOOR PLANDRAWING PREPARED FORROSEMUND CONSTRUCTIONROSEMUND CONSTRUCTION1/4"=1'0"1/4"=1'0"DRAWINGS PROVIDED BYLAURA'S ARCHITECTURAL DRAFTING AND DESIGN220 TAYLOR ST. GRANBY, MA 01033 413-467-2899SHEET: SCALE: DATE: 9/9/2019 DN SB4821SB4821 U242190R BOOKS26683046DH 3046DH 3046DH 3046DH 3040FX3020AW3046DH3040DH 3046DH3046DH406826682668 3040DH 2668 2668 2668 SD SD CO/SD SD 842 sq ft5'-1"3'4'4'4'2'-10"3' 2'-6"4'3'-6"2'-9"4'13'-6"17'-9" 3'3'4' 17'-9" 23'8'-2"15'-1"5'-5"7'-9"13'10'6'-6" 15'-3"2'-6"11'-9"15'4'-2"4'12'-10"8'-3"11'-9"5'6'-4"3'-8"19'36'12'-10"4'4'-2"15'2'34'8'7'-1"5'-5"7'-9"5'-9"2'-9"2'-8"3'-6"4'-3"4'-6"29'-6" 11'-9"17'-9" 6'5'-9"9'8'-9" 29'-6" 9'-6"8'12' 5'4'-6"4'4'6'6' OPEN TOOPEN TO BELOWBELOW BEDROOM #2 BEDROOM #2 BEDROOM #3 BEDROOM #3 BEDROOM #4 BEDROOM #4 BATHROOMBATHROOM 8'0'' CEILING HEIGHT ROOF TRUSSES @ 24" OC ROOF TRUSSES @ 24" OC CS-WSP CS-WSP CS-WSPCS-WSPWALK WALK ININ CLOSET CLOSET WALK WALK ININ CLOSET CLOSET 1/2 WALL CS-WSP CS-WSPCS-WSP CS-WSPCS-WSPCS-WSPCS-WSP CS-WSPCS-WSPCS-WSPLIVING AREA P-3P-3DRAWING PREPARED FORROSEMUND CONSTRUCTIONROSEMUND CONSTRUCTIONSECOND FLOOR PLANSECOND FLOOR PLANW/ WINDOW AND DOOR SCHW/ WINDOW AND DOOR SCH1/4"=1'0"1/4"=1'0"DRAWINGS PROVIDED BYLAURA'S ARCHITECTURAL DRAFTING AND DESIGN220 TAYLOR ST. GRANBY, MA 01033 413-467-2899SHEET: SCALE: DATE: 9/9/2019 SS2816RS2816RS2816RS 2816RS3068 UP UP CO/SD E2 P-1 E2 P-1Elevation 2 E3 P-1 E3 P-1Elevation 3E4P-1E4P-1Elevation 4 E5 P-1 E5 P-1 Elevation 5E10E10 Elevation 10E12E12 Elevation 12 17'-6"12'6'8'-3"9'-9"6'-6"14'34'4'-6"19'-6"10'29' 53' 2'5'17'9'-3"7'-9"2'54'-6"22'26'6'-6"18'-6"3'-6"15'11'53' 29'-6"23'-6" 11'-9"11'-9"9'8'-7"9'10'14'12'11'-6"7'-8"10' 17'-8"8'-8"8'-8"8'-8"9'-4"2X12 FLOOR JOISTS @ 16'' OC 2X12 FLOOR JOISTS @ 16'' OC BEAM POCKET BEAM POCKET LVL BEAM TO BE ENGINEERED AS REQ'D LVL BEAM TO BE ENGINEERED AS REQ'D 2X12 FLOOR JOISTS @ 16'' OC PROVIDE M.O. FOR 18'0" OH DOOR 8" POURED CONCRETE FROST WALLS W/ 18"X10" CONT'D FOOTINGS PROVIDE M.O. FOR 3'0" DOOR UNEXCAVATEDUNEXCAVATED LVL BEAM TO BE ENGINEERED AS REQ'D BEAM POCKET FRAMINGFRAMING REFER TO FRAMING PLANSREFER TO FRAMING PLANS FOR JOIST & BEAM SIZES AND LOCATIONSFOR JOIST & BEAM SIZES AND LOCATIONS 2X12 FLOOR JOISTS @ 16'' OC 4" POURED CONCRETE FLOOR 3500 PSI 30X30X12 CONCRETE PADS8" POURED CONCRETE WALLS W/ 18"X10" CONT'D FOOTINGS BEAM POCKET BEAM POCKET BEAM POCKET 2X6 PT FLOOR JOISTS @ 16'' OC 2X8 PT LEDGER BOLTED 6X6 PT POST W/ ANCHOR BOLTS 3-2X8 PT DROP BEAM 12'' X 48'' CONC, COLUMNS W/ BIG FOOTS P-4P-4DRAWING PREPARED FORROSEMUND CONSTRUCTIONROSEMUND CONSTRUCTIONFOUNDATIONFOUNDATION1/4"=1'0"1/4"=1'0"DRAWINGS PROVIDED BYLAURA'S ARCHITECTURAL DRAFTING AND DESIGN220 TAYLOR ST. GRANBY, MA 01033 413-467-2899SHEET: SCALE: DATE: 9/9/2019 8'-4"APPROX GRADE1/2" ZIP WALL SHEATHING2X12 BOX SILL VENTILATION BAFFLE AND WIND SHIELD - SEALED DAMMING AS NEEDED CELLULOSE DENSE PACK 5.5'' (R-20) W/ INSULWEB NETTING CELLULOSE DENSE PACK 5.5'' (R-20) W/ INSULWEB NETTING 2'' FOIL-FACED POLYISO RIGID INSULATION (4-13) ALL WHITE FINISH R-SEAL 3000W FOIL TAPE - INSULATION FASTENERS (T3IF) CLOSED CELL SPRAY FOAM 4'' (R-28) 72" ICE AND WATER BARRIER 6" FASCIA W/ 12" VENTED SOFFIT JAMES HARDIE TRIM AND SOFFIT CONT'D RIDGE VENT 18"X10" CONT'D FOOTING W/ 2X4 KEYWAY 5 12 8" POURED CONCRETE FROST WALLS4" POURED CONCRETE FLOOR 4000 PSI ROOF TRUSSES @ 24" OC W/ RAISED HEEL TO BE ENGINEERED BY MANUF. 2-2X10 HEADERS 2-2X6 TOP PLATES ASPHALT SHINGLES W/ DECK ARMOR UNDERLAYMENT 2X6 EXT STUDS @ 16" OC PROVIDE RAISED HEEL 5/8" FC DRYWALL ON CEILING AND WALLS 1/2" CDX SHEATHING GIRDER TRUSS 18"X10" CONT'D FOOTING W/ 2X4 KEYWAY 4" POURED CONCRETE FLOOR 4000 PSI 3/4'' T&G ADVANTECH JAMES HARDI FIBER CEMENT SIDING 5 12 8'-4"8'WOOD I JOISTS @ 16'' OC CELLULOSE DENSE PACK 5.5'' (R-20) W/ INSULWEB NETTING 1 1/8'' RIM BOARD 3 1/2" LALLY COLUMNS ASPHALT SHINGLES W/ DECK ARMOR UNDERLAYMENT 8" POURED CONCRETE WALLS 12'' SLOPED RAKE W/ FLAT SOFFIT CONT'D RIDGE VENT 2-2X10 HEADERS 2X6 PT SILL W/ SEALER W/ 1/2"X12" ANCHOR BOLTS @ 6' OC 2X6 EXT STUDS @ 16" OC 1/2" ZIP WALL SHEATHING CELLULOSE OPEN BELOW 13.2''(R-49) ROOF TRUSSES @ 24" OC TO BE ENGINEERED BY MANUF. 3/4" T&G ADVANTECH 3-2X10 CARRYING BEAM 18"X10" CONT'D FOOTINGS W/ 2X4 KEYWAY 2X4 INT STUDS @ 16" OC 72" ICE AND WATER BARRIER PROVIDE RAISED HEEL DAMPPROOFING4" POURED CONC FLOOR 3500 PSI 2'' FOIL-FACED POLYISO RIGID INSULATION (4-13) ALL WHITE FINISH R-SEAL 3000W FOIL TAPE - INSULATION FASTENERS (T3IF) 30X30X12 CONC. PADS LVL BEAM TO BE ENGINEERED AS REQ'D JAMES HARDIE FIBER CEMENT SIDING 1/2" DRYWALL INT FINISH 2X12 BOX SILL 8 12 APPROX GRADE 2X10 RAFTERS @ 16" OC1/2" CDX SHEATHING INTERIOR WALLS R-11 INSULATION LAUNDRY, PWDR, BATH 2-2X6 TOP PLATES CLOSED CELL SPRAY FOAM 4'' (R-28) 2X12 RIDGE BOARD (hot roof, 2x12)R-38 INSULATION VENTILATION BAFFLE AND WIND SHIELD - SEALED DAMMING AS NEEDED AIR SEAL ATTIC 6'' FASCIA W/ 12'' VENTED SOFFIT JAMES HARDIE TRIM AND SOFFIT 5/8'' CDX SHEATHING DRAWING PREPARED FORROSEMUND CONSTRUCTIONROSEMUND CONSTRUCTIONP-5P-5 1/4"=1'0"1/4"=1'0"DRAWINGS PROVIDED BYLAURA'S ARCHITECTURAL DRAFTING AND DESIGN220 TAYLOR ST. GRANBY, MA 01033 413-467-2899W/ RAISED HEEL REFER TO TRUSS PLAN SHEET: SCALE: DATE: 9/9/2019CROSS SECTIONSCROSS SECTIONSROOF TRUSSES @ 24'' OC 6-9'' RAKE V.I.F. 2X6 EXT STUDS @ 16'' OC 1/2'' ZIP WALL SHEATHING R-21 INSULATION 2X6 PT SILL W/ SILL SEALER W/ 1/2 X 12 ANCHOR BOLTS @ 16'' OC DAMPPROOFING FRAMINGFRAMING REFER TO FRAMING PLANS JOIST $ BEAM SIZES AND LOCATION GARAGE GARAGE 5/8'' CDX SHEATHING 5/8'' CDX SHEATHING CORNER BOARD AND PARTING BAND / BARGE 6''