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80 Cardinal Way Drawings_ Permit SetELEVATION OWNER: WILLIAM A. BROWN 55 DEVONSHIRE TERRACE EAST LONGMEADOW, MA ARCHITECT: CHAOdesigns, PLLC / Maria Chao 128 Snell Street Amherst, MA 01002 PH: 413.461.6448 chao.maria@gmail.com PROJECT INFORMATION 1. ALL WORK TO BE IN COMPLIANCE WITH 780 CMR MASSACHUSETTS STATE BUILDING CODE, LOCAL ZONING ORDINANCE, AND ALL OTHER APPLICABLE LAWS AND REGULATIONS. 2. MECHANICAL, ELECTRICAL AND PLUMBING WORK REQUIRED OF THIS PERMIT APPLICATION TO BE PERFORMED BY SUBCONTRACTOR LICENSED IN THE STATE IN WHICH WORK IS BEING PERFORMED. 3. SUBCONTRACTOR SHALL PROVIDE CERTIFICATION OF GENERAL LIABILITY INSURANCE AND WORKMAN'S COMPENSATION COVERAGE, AS REQUIRED BY THE GENERAL CONTRACTOR. 4. CONTRACTOR SHALL COORDINATE AND/OR OBTAIN ALL BUILDING PERMITS REQUIRED FOR CONSTRUCTION AND CERTIFICATES OF OCCUPANCY. 5. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, AND PROCEDURES. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY DURING BUILDING CONSTRUCTION AND SHALL PROVIDE SHORING AND BRACING TO ENSURE SUCH SAFETY. 7. ALL DIMENSIONS AND SITE CONDITIONS TO BE FIELD VERIFIED AND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER INDICATED ON PLANS OR NOT, AND TO PROTECT THEM FROM DAMAGE. 9. ALL DETAILS, SECTIONS, NOTES, OR REFERENCE TO OTHER DRAWINGS ARE INTENDED TO BE TYPICAL. 10. DURING CONSTRUCTION, AND PRIOR TO THE INCORPORATION OF ANY CHANGES, REVISIONS, MODIFICATIONS AND/OR DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS, CONTRACTOR SHALL BRING TO THE ATTENTION OF CHAO DESIGNS, PLLC AND OBTAIN APPROVAL FROM THE GOVERNING BUILDING OFFICIAL BEFORE PROCEEDING WITH THE WORK. 11. ALL MATERIALS SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS/SPECIFICATIONS. 12. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. GENERAL REQUIREMENTS: GRAPHIC SYMBOLS EXTERIOR ELEVATIONS INTERIOR ELEVATIONS BUILDING SECTION DRAWING LABEL ROOM TAG FACE OF DIMENSION CENTER OF DIMENSION DOOR TAG103 4'-0" PROJECT ADDRESS: 80 CARDINAL WAY NORTHAMPTON, MA GENERAL CONTRACTOR: KEITER CORPORATION 35 MAIN STREET FLORENCE, MA 01062 PH: 413.586.8600 STRUCTURAL ENGINEER: David Vreeland, PE Vreeland Design Associates 116 River Road Leyden, MA 01337 PH: 413-624-0126 dvreeland@verizon.net ASSESSOR'S ID: PART OF PARCEL #36-245 ZONE: WSP SCOPE OF WORK: NEW CONSTRUCTION SINGLE FAMILY RESIDENCE (FOUR BEDROOM, 3.5 BATHROOM), ATTACHED 2-CAR GARAGE, SCREEN PORCH AND RELATED SITEWORK REQUIRED EXISTING LOT AREA:80,000 SQFT 1.837 ACRES / 84,814 SQFT FRONTAGE:175 FT 175 FT LOT DEPTH:200 FT 439.32 FT REQUIRED PROPOSED FRONT SETBACK:20 FT > 100 FT SIDE SETBACK:15 FT 35 FT REAR SETBACK:20 FT > 100 FT MAX. BLDG HEIGHT:35 FT 33 FT PROJECT DATA DS DS DSDS DSDS DS DS DS DS 10'-0"10'-0" GENERATOR 250 GALLON PROPANE TANK ASPHALT DRIVEWAY 24'-0" 12'-0 " 15'-0" SHEET # T1.0 ARCHITECTURAL A1.0 A1.1 A1.2 A2.0 A2.1 A3.0 A3.1 A3.2 A4.0 A4.1 A4.2 A4.3 A4.4 A5.0 A5.1 STRUCTURAL S1.0 S1.1 S1.2 S1.3 HVAC + PLUMBING HP1.0 HP1.1 HP1.2 HP2.0 ELECTRICAL E1.0 E1.1 E1.2 E2.0 SHEET TITLE TITLE SHEET BASEMENT FLOOR PLAN FIRST FLOOR PLAN SECOND FLOOR PLAN EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS HOUSE SECTIONS HOUSE SECTIONS STAIR SECTIONS INTERIOR ELEVATIONS: KITCHEN INTERIOR ELEVATIONS: LIVING/DINING INTERIOR ELEVATIONS: BATHROOMS INTERIOR ELEVATIONS SCHEDULES: DOOR, WINDOW, FINISH + MILLWORK EXTERIOR DETAILS EXTERIOR DETAILS FOUNDATION + FOOTINGS PLAN FIRST FLOOR FRAMING PLAN SECOND FLOOR FRAMING PLAN ROOF FRAMING PLAN BASEMENT FLOOR PLAN FIRST FLOOR PLAN SECOND FLOOR PLAN HVAC + PLUMBING SCHEDULES BASEMENT FLOOR PLAN FIRST FLOOR PLAN SECOND FLOOR PLAN ELECTRICAL SCHEDULES SCALE VARIES 1/4" = 1'-0' 1/4" = 1'-0' 1/4" = 1'-0' 1/4" = 1'-0' 1/4" = 1'-0' 1/4" = 1'-0' 1/4" = 1'-0' 1/4" = 1'-0' 1/2" = 1'-0' 1/2" = 1'-0' 1/2" = 1'-0' 1/4" = 1'-0' N.T.S. VARIES VARIES 1/4" = 1'-0' 1/4" = 1'-0' 1/4" = 1'-0' 1/4" = 1'-0' 1/4" = 1'-0' 1/4" = 1'-0' 1/4" = 1'-0' 1/4" = 1'-0' 1/4" = 1'-0' 1/4" = 1'-0' DRAWING INDEX VARIESdate:sheet:scale:CHAO DESIGNS, PLLC 128 SNELL STREET, AMHERST, MA 01002EMAIL: chao.maria@gmail.com CELL: 413.461.6448scale:sheet:date:T1.0TITLE SHEET9.1.23 Scale:1 SITEPLAN 1" = 20'-0" SEE DRAWINGS PREPARED BY HERITAGE LAND SURVEYING & ENGINEERING, INC. FOR SEPTIC PLAN AND ASSOCIATED SITEWORK 80 CARDINAL WAY, NORTHAMPTON, MA 13'-0"11'-0"27'-0"4'-0"41'-0"12'-0"12'-0"12'-0"5'-8"8"8"12'-10"12'-10"12'-0"center to center7'-9"framing tocenter of post24'-0"24'-0"24'-0"EZ-PIER SOLID PRECASTFOOTINGS BY EZ-CRETEB100A8'-0"8'-0"8'-0"8'-0"15'-0"27'-0"41'-0"10'-6"FROST WALLFOUNDATIONCONCRETE FOUNDATIONEZ-PIER SOLID PRECASTFOOTINGS BY EZ-CRETE4" LALLY COLUMN ONCONCRETE FOOTING4" LALLY COLUMN ONCONCRETE FOOTINGSOFFIT (DEPTH TBD AFTERDRAIN LINES INSTALLED)SOFFIT4'-6"2'-0"13'-6"center to center7'-1"center to concrete43'-0"B101INSULATEDINTERIORWALL8'-0"8'-0"8'-9"POST 1POST 2POST 3POST 5POST 42X6" INSULATED WALLWITH CONCRETE FOOTINGPOST 6 POST 78'-0"5'-0"5'-0"5'-6"RAMPBEAM POCKET ATFOUNDATION WALL8'-0"8'-0"2'-6"2'-6"UP(13) RISERS @ 7.88"6'-0"6'-0"6'-0"6'-0"6'-0"6'-0"6'-0"19'-0 1/4"6'-0"17'-11 3/4"4'-8"14'-8"15'-0"4'-3"3'-1"3'-1"28'-8"B1038'-0"4'-6"INSTALL 4" PERFORATED PIPE IN SUB-SLABGRAVEL BED. STUB AND CAP PIPE TEE INBASEMENT FOR FUTURE RADON SYSTEMBOX OUT (3) LALLY COLUMNS WITHPAINTED GYPBOARD AND BASE, TYP.9'-4"CONCRETE TOSTAIR TREAD5'-11"CONCRETE TOSTAIR TREAD6'-10"6'-0"PAVED DRIVEWAY INTHIS AREADSCONCRETE CONTINUOUSFOOTING WITH (2) #4HORIZONTAL BARS ALONGBOTTOM OF FOOTING9'-0"9'-0"GARAGE DOOR OPENING(SEE SITEPLAN FORGRADING IN THIS AREAFOR APRON AT DOORS)6'-0"4'-3"ABC2'-0"2'-0"2'-0"INSTALL 9.5" MICROLAM AT THISLOCATION FOR HOUSE RIM BOARD,FLOOR JOISTS TO BE HUNG OFFHOUSE RIM BOARDFLOOR JOISTS TO BE HUNG ON BEAM 6AND 9.5" MICROLAM RIM BOARD AT HOUSEP.T. (3) 2X10" BEAM ON SIMPSONCLOSED HANGERS (SimpsonHUC310-2)12'-0"13'-6"7'-9"7'-9"B102A3'-9"R.O.6'-0"4'-0"T.O. WALL+125'-5 12 "T.O. FOOTING+117'-5 12"T.O. SLAB+117'-11 12"GRADE+124'-6"GRADE+124'-6"GRADE+124'-6"GRADE+123'-6"GRADE+123'-6"T.O. WALL+125'-5 12 "T.O. FOOTING+117'-5 12"T.O. WALL+125'-5 12 "T.O. FOOTING+117'-5 12"T.O. SLAB+117'-11 12"4'-3"Scale:1BASEMENT PLAN1/4" = 1'-0"1/4"=1'-0"scale:scale:A1.0CHAO DESIGNS, PLLC 128 SNELL STREET, AMHERST, MA 01002EMAIL: chao.maria@gmail.com CELL: 413.461.6448sheet:sheet:date:date:PROJECTNORTHBASEMENT PLAN8.21.23 110113106B100108DW33x36"FRIDGEtallpantry30x30"FRIDGE19'-8 1/2"clear5'-4"clear36" range+ hoodRAMP1:12 RAMP15'-9 1/4"4'-0"14'-4"clear15'-4 1/2"clear11'-4 1/2"clear10'-10 1/2"43'-0"3'-3"11'-4 1/2"clear11'-11"34" h14'-0"clear11'-7 1/2"clearKINGBED30X72"TABLE8'-11 1/2"clear36"36"36"36"4'-2 1/2"5'-0"16'-0"4'DTABLE3'-5"24'-0"41'-0"109A111112107100100AG100113A102101G100A36"X72"SHOWER5'-1 1/2"8' CEILING10' CEILING5'-8"4'-0"clear10918x18"2'-0"2'-0"9'-0"2'-0"9'-0"9' W X 8' HGARAGE DOOR107A11'-7"clear2'-0"clear11'-8"clear108A6'-1"6'-1"KINGBED8'-0"4'-0"30" ht.counter36" ht.counter36" ht.island countertop5'-1"A2'-9 1/2"clear103A1044'-0"clear103BBENCHA2'-0"clearAAAABBBCCCCCCCCCCCD3'X7'TABLE7'-0"2'-0"6'-0"TYP.COMPOSITE DECKING27'-0"D1:12 RAMPAAPRON AT DOORSDSDSDSDSDSDSDSDSDSUPDN3'-0"clear109B13'-8 1/2"2'-2 1/2"7'-5"3'-9"2'-2 1/2"12'-8"10'-2"4'-4 1/2"5'-10"6'-4"12'-8 1/2"2'-3 1/2"3'-3"6'-1 1/2"2'-10"2'-1"5'-10"6'-3 1/2"8'-6 1/2"2'-6"2'-6"6'-3"2'-10 1/2"2'-8 1/2"2'-8 1/2"2'-7 1/2"5'-1 1/2"1'-3 1/2"2'-1"4'-0"2'-1"5'-1"2'-9"15'-5"5'-0"6"7'-0"7'-0"5'-0"6'-4"7'-0"5'-0"9'-5"9'-5"3'-6"7'-2"11'-6"tilewooddeckingtilewoodtiletilewood7-1/2" step12'-9"B102ATTIC HATCHAT CEILING8' CEILING10' CEILINGBEAM BELOW 8' CEILING8' CEILING10' CEILING5'-6 1/2"TBD9'-10 3/4"FRAMING TO FIRSTSTAIR TREAD1'-11 1/2"2'-7"2'-4"3'-0"2'-7"2'-8"7'-7"1'-10"3'-4 1/2"5'-5"DSPAVED DRIVEWAY INTHIS AREACONCRETE BASE PADAT RAMP FRAMING(LOCATION TBD)CONCRETE BASE PADAT RAMP FRAMING(LOCATION TBD)woodLVT58" TYPE X PAINTED GYPBOARDAT GARAGE COMMON WALLAND CEILING4'-4"clear5'-10"clear10'-2"clear21"5'-5"clearEXTERIORSPIGOT (1 OF 3)EXTERIORSPIGOT(2 OF 3)5'-3"ABCEXTERIORSPIGOT(3 OF 3)C.L.3'-0"PROVIDESMALL SHELFFOR ROUTER12'-0"13'-6"3'-8"COMPOSITE RAILING ATSTEPS, DECKING AND RAMP9' W X 8' HGARAGE DOORCOMPOSITE DECKINGCOMPOSITE DECKING1/4"=1'-0"scale:scale:A1.1CHAO DESIGNS, PLLC 128 SNELL STREET, AMHERST, MA 01002EMAIL: chao.maria@gmail.com CELL: 413.461.6448sheet:sheet:date:date:PROJECTNORTHScale:1FIRST FLOOR PLAN1/4" = 1'-0"FIRST FLOOR PLAN8.21.23 KINGBED8'-6"clear6'-6"clear8'-0"clear10'-10 1/2"clear11'-9"clear14'-0"clear12'-3"clear8'-0"clear3'-6"clear10'-9"clear13'-9 1/2"clearDOUBLEBED36"X60"SHOWER24'-0"2X2'TABLE2X2'TABLE41'-0"3'-5"4'-0"clear2'-0"clear5'-7"7'-0"clear201202202A203207204205206206A207AWINDOW SEAT+SIDE CABINETS1'-9 1/2"4'-0"201AATTIC HATCHAT CEILING3'-3"DSDSDSDSDSDSDSDSDSDN123456789171615141312111093'-1 1/2"5'-11"6'-7"3'-10 1/2"4'-2 1/2"2'-1"3'-10"EEEFFFFEEEEEEEEGHFH6'-10"3'-8"2'-2"6'-4 1/2"1'-9 1/2"1'-9 1/2"11'-3 1/2"3'-11 3/4"3'-6 1/4"2'-8"3'-6"3'-6"2'-8"2'-1 1/2"6'-4 1/2"3'-6"4'-8"5'-11"5'-11"7'-2"4'-3"4'-1"tilewoodtilewoodwoodLVT(17) RISERS @ 7.74"1'-6"2'-0"1'-6"DS8'-0"clear6'-6"clear7'-0 1/2"clear4'-0"clear1/4"=1'-0"scale:scale:A1.2CHAO DESIGNS, PLLC 128 SNELL STREET, AMHERST, MA 01002EMAIL: chao.maria@gmail.com CELL: 413.461.6448sheet:sheet:date:date:PROJECTNORTHScale:1SECOND FLOOR PLAN1/4" = 1'-0"SECOND FLOOR PLAN8.21.23 3'-0"SILLMETAL GUTTERS +DOWNSPOUTS. TYP.ASPHALT ROOFINGLOCATION OF FUTUREPHOTOVOLTAIC PANELSSCREENED PORCH WITH STAINEDWOOD FRAMING AND WOOD FRAMEDALUMINUM SCREEN PANELSCOMPOSITEDECKINGRAMP6123'-0"SILL412ASPHALT ROOFINGG100A27'-0"41'-0"24'-0"102DDCCCCCAAEEEEEEEGENERAL EXTERIOR FINISH NOTES:EXTERIOR SIDING: CERTAINTEED VINYL IN 'COLONIAL WHITE'SIDING 'A': BOARD + BATTEN SINGLE 8" VERTICAL SIDINGSIDING 'B': MAINSTREET 5" CLAPBOARD LAP SIDING WOODGRAINADDITIONAL TRIM: PAINTED BORAL PAINTED 'WHITE' TO MATCHSIDING AS CLOSE AS POSSIBLExOUTSIDE CORNERS: 6"xINSIDE CORNERS: 1-1/2"xBOARD+BATTEN HORIZONTAL TRANSITIONS: 1-1/2"xSIDING 'A' + 'B' HORIZONTAL TRANSITIONS: 8"xWINDOW + DOOR TRIM: 4"xEAVE+RAKE TRIM: VARIESxWATERTABLE TRIM: 8"ASPHALT ROOFING: LANDMARK SERIES BY CERTAINTEED IN'PEWTERWOOD' (VERIFY WITH OWNER)ALUMINUM 5" K-STYLE GUTTERS + 2X3" DOWNSPOUTS:'HIGH-GLOSS BLACK' FINISHSIDING 'A'SIDING 'A'SIDING 'A'SIDING 'A'SIDING 'B'SIDING 'A'RAMPMETAL GUTTERS +DOWNSPOUTS, TYP.EXTERIOR SPIGOT+126'-6"1'-6"1'-6"T.O. WALL+125'-5 12 "T.O. FOOTING+117'-5 12"T.O. SLAB+117'-11 12"7'-6"11 3/4"F.F. FIRST FLOOR+126'-6" (+0'-0 34")SECOND FLR SUBFLOOR(+10'-11 12")8'-2"TOP PLATE(+19'-1 12")6"FIRST FLR SUBFLOOR+126'-5 14" (+0'-0")8'-0"FOUNDATIONWALL10'-11 1/2"10"RAISED TRUSS HEELGRADE AT HOUSE+124'-6"GRADE AT HOUSE+124'-6"GRADE AT GARAGE+123'-6"GRADE AT HOUSE+124'-6"8"6"6"6"WOOD CLAPBOARD SIDING ATPORCH GABLE END WALL(OR HORIZONTAL VINYL SIDING 'B')3'-10"SILL4'-9"SILL3'-0"SILL4'-0"SILLASPHALT ROOFINGMETAL GUTTERS +DOWNSPOUTS, TYP.COMPOSITE DECKINGCOMPOSITEDECKING RAMP(1:12 SLOPE)STANDING SEAM METAL ROOFAND PAINTED WOOD STRUCTUREMARVIN ELEVATE CLADWINDOWS WITH BLACKEXTERIOR FINISH, TYP.ASPHALT ROOFING41'-0"6'-0"6'-0"6'-0"6'-0"6'-0"100ABBBCAAAACCCASPHALT ROOFING27'-0"3'-0"SILL4126'-0"EEEFFFFSIDING 'A'SIDING 'B'SIDING 'A'SIDING 'A'8"BORAL TRANSITION TRIMMETAL DOWNSPOUTPAINTED BORAL TRIM8"4'-0"3'-11"3'-11"EXTERIORSPIGOTHOUSE FF +126'-6"METAL HANDRAIL ALONG RAMP ONONE SIDE, RETURN ENDS BACK TOWALL, TYP.CONCRETE PAD BELOWP.T. FRAMINGCONCRETE SLOPED'APRON' AT END OFRAMP TO TIE INTODRIVEWAY1'-6"1'-6"GRADE AT GARAGE+123'-6"GRADE AT HOUSE+123'-6"GRADE AT HOUSE+123'-6"6"6"BORAL TRANSITION TRIM9'-0 1/4"COMPOSITE RAILINGS + POSTCOVERSBACDEHFG3'-0"SILL3'-0"SILL3'-10"SILL4'-0"SILL4'-4 1/4"SILL3'-4"SILL8'-0"CEILING10'-0"CEILING3'-0"SILLVARIES1/4"=1'-0"scale:scale:A2.0CHAO DESIGNS, PLLC 128 SNELL STREET, AMHERST, MA 01002EMAIL: chao.maria@gmail.com CELL: 413.461.6448sheet:sheet:date:date:EXTERIOR ELEVATIONS8.21.23Scale:1SOUTH ELEVATION1/4" = 1'-0"Scale:2NORTH ELEVATION1/4" = 1'-0" 10123'-0"8'-0"GARAGEDOOR612212EGSIDING 'A'SIDING 'B'ASPHALT ROOFINGSCREENED PORCH WITH STAINEDWOOD FRAMING AND WOOD FRAMEDALUMINUM SCREEN PANELS8" BORAL TRANSITION TRIMBETWEEN SIDINGS 'A' + 'B'SIDING 'A'SIDING 'B'BORAL TRANSITION TRIMBETWEEN SIDINGS 'A' + 'B'COMPOSITE DECKINGFRONT PORCH AND RAMPMETAL GUTTERS +DOWNSPOUTS, TYP.8'-11" VIF8"9'-0"7'-0 1/4"CLEARVIFSLOPED CONCRETE PAD TOMEET END OF WOOD FRAMEDRAMP AND TAPER INTO APRONAT GARAGE DOORS4'-0"MIN.6'-0"T.O. WALL+125'-5 12 "11 3/4"F.F. FIRST FLOOR+126'-6" (+0'-0 34")SECOND FLR SUBFLOOR(+10'-11 12")8'-2"TOP PLATE(+19'-1 12")FIRST FLR SUBFLOOR+126'-5 14" (+0'-0")10'-11 1/2"10"RAISED TRUSS HEELGRADE AT GARAGE+123'-6"8"43'-0"3'-0"SILLCC6'-0"4121'-2"B102SIDING 'A'SIDING 'B'ASPHALT ROOFINGMETAL GUTTERS +DOWNSPOUTS, TYP.EXTERIORSPIGOT1'-0"1'-0"GRADE AT HOUSE+124'-6"GRADE AT HOUSE+123'-6"112SIDING 'A'ASPHALT ROOFINGMETAL GUTTERS +DOWNSPOUTS, TYP.COMPOSITEDECKING AND STEPSVINYL SOFFIT AT BACKDECK, TYP.1'-0"1'-0"GRADE AT HOUSE+124'-6"GRADE AT HOUSE+123'-6"10124123'-4"SILL1'-2 1/4"RIDGELINE OFFSETVIFHFH4'-0"SILLSIDING 'A'SIDING 'B'METAL GUTTERS +DOWNSPOUTS, TYP.2'-0"2'-0"8" BORAL TRANSITION TRIMBETWEEN SIDINGS 'A' + 'B'8'-0"CEILINGLVL ATTACHED TO WALLFRAMING BETWEEN 'WESTWING' AND 2-STORY PORTIONROOF TRUSSES AT'WEST WING'112B100AINSULATED INTERIORWALL BETWEENBASEMENT B100 + B102DRYWALL ATINSULATED WALLRIGID INSULATION ATFOUNDATION WALLCLOSED CELL AT RIMBOARDRIGID INSULATION ATFOUNDATION WALLCLOSED CELL AT RIMBOARD24'-0" LVL2X ROOF FRAMING AT VALLEYBETWEEN 'WEST WING' AND2-STORY PORTIONENTIRETY OF EAST WALL FRAMEDAND INSULATED AS AN EXTERIORWALL ASSEMBLYMETAL STEP FLASHINGINTEGRATED WITH ASPHALTROOFING SHINGLES2'-11"1/4"=1'-0"scale:scale:A2.1CHAO DESIGNS, PLLC 128 SNELL STREET, AMHERST, MA 01002EMAIL: chao.maria@gmail.com CELL: 413.461.6448sheet:sheet:date:date:EXTERIOR ELEVATIONS8.21.23Scale:1EAST ELEVATION: GARAGE1/4" = 1'-0"Scale:3SECTION BETWEEN WEST WING + 2-STORY PORTION1/4" = 1'-0"Scale:2WEST ELEVATION: WEST WING1/4" = 1'-0"Scale:1AEAST ELEVATION: WEST WING1/4" = 1'-0"BUILDING PERMIT SET 4128'-0"CEILING8'-0"CEILING8'-0"CEILINGNORTH SIDE27'-0"41'-0"8'-0"FOUNDATIONWALL1'-2"TRUSSHEEL24'-0"WEST WINGTOP OF PLATE8'-2"3'-0"SILLINSTALL 4" PERFORATED PIPE IN SUB-SLAB GRAVELBED. STUB AND CAP PIPE TEE IN UNFINISHEDBASEMENT FOR FUTURE RADON SYSTEMROOF TRUSSESROOF TRUSSESROOF TRUSSES ENGINEEREDBY TRUSS MANUFACTURER58" TYPE X PAINTED GYPBOARDAT GARAGE COMMON WALLAND CEILING9 1/2"9 1/2"8'-0"GARAGEDOORT.O. GARAGEFOUNDATION WALLTOP OF PLATE8'-9"11 1/4"+124'-0"9-1/2" LVL RIM JOIST AT ENTIREWEST SIDE OF 2ND FLOORFRAMING ASSEMBLY16" LVL BOLTED THROUGHSHEATHING TO 2X6" WALLFRAMING AT ENTIRE WESTGABLE WALLROOF TRUSSES AT WEST GABLEWALL OF HOUSE TO BE HUNGOFF 16" LVL (LOCATED ABOVECEILING)1'-0"1'-6"T.O. WALL+125'-5 12 "T.O. FOOTING+117'-5 12"T.O. SLAB+117'-11 12"7'-6"11 3/4"F.F. FIRST FLOOR+126'-6" (+0'-0 34")SECOND FLR SUBFLOOR(+10'-11 12")8'-2"TOP PLATE(+19'-1 12")6"FIRST FLR SUBFLOOR+126'-5 14" (+0'-0")8'-0"FOUNDATIONWALL10'-11 1/2"10"8'-0"4127'-7"CEILING8'-0"CEILING10'-0"CEILINGSOUTH SIDE27'-0"41'-0"8'-0"FOUNDATIONWALL24'-0"111GENERAL AIR SEALING NOTE:A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDINGENVELOPE. THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUSAIR BARRIER. BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED.INSULATION NOTES:HOUSE ROOF INSULATION:xBLOWN-IN CELLULOSE OVER CEILING JOISTS (R-60 MIN.)xCLOSED CELL AT TRUSS HEEL (R-49 MIN.)HOUSE EXTERIOR WALL INSULATION:xZIP SYSTEM R-SHEATHING R-6 PANEL TYPE (R-6.6)x5.5" MINERAL WOOL IN CAVITY (R-23)x4" CLOSED CELL SPRAY FOAM AT PERIMETER RIM BANDxLOW EXPANSION FOAM AT WINDOWS AND DOORSINSULATION AT UNFINISHED BASEMENT:ORIGINAL OPTION:x1.5" CLOSED CELL SPRAY FOAM (R-7) AT UNDERSIDE OF SUBFLOORx(2) LAYERS OF 3.5" MINERAL WOOL IN FLOOR CAVITIES, INSTALL WITHSUPPORTS TO KEEP TIGHT TO CLOSED CELL SPRAY FOAMx4" CLOSED CELL SPRAY FOAM AT PERIMETER RIM BAND (COVER WITHINTUMESCENT PAINT WHERE EXPOSED)x2" XPS C.I. CAPILLARY BREAK AT SLAB PERIMETERx2" XPS C.I. BELOW CONCRETE SLABOPTION 2 (CURRENTLY SHOWN):xTHERMAX LAYERED ON FOUNDATION WALLS (MIN. R-15)x4" CLOSED CELL SPRAY FOAM AT PERIMETER RIM BAND (COVER WITHINTUMESCENT PAINT WHERE EXPOSED)x2" XPS C.I. CAPILLARY BREAK AT SLAB PERIMETERx2" XPS C.I. BELOW CONCRETE SLABGARAGE INSULATION:x5.5" MINERAL WOOL IN CAVITY (R-23) OF COMMON WALLFINISHED BASEMENT INSULATION:x1" AIR SPACE BETWEEN CONCRETE FOUNDATION WALL AND 2X4"INTERIOR WALLx1" CLOSED CELL SPRAY FOAM (R-7) ON CONCRETE FOUNDATION WALLSx3.5" MINERAL WOOL IN CAVITY (R-15)x5.5" MINERAL WOOL IN CAVITY (R-23) OF WALL AT UNFINISHED BASEMENTx2" XPS C.I. CAPILLARY BREAK AT SLAB PERIMETERx2" XPS C.I. BELOW CONCRETE SLABROOF TRUSSESROOF TRUSSESROOF TRUSSES58" TYPE X PAINTED GYPBOARDAT GARAGE COMMON WALLAND GARAGE CEILING6'-10"9 1/2"100103A102110B100113109Afurniture(by owner)3'-0"SILL3'-0"SILL1/4"=1'-0"scale:scale:A3.0CHAO DESIGNS, PLLC 128 SNELL STREET, AMHERST, MA 01002EMAIL: chao.maria@gmail.com CELL: 413.461.6448sheet:sheet:date:date:HOUSE SECTIONS8.21.23Scale:1EAST-WEST SECTION LOOKING NORTH1/4" = 1'-0"Scale:2EAST-WEST SECTION LOOKING SOUTH1/4" = 1'-0" 10127'-6 1/4"CEILINGVIF8'-0"CEILINGNORTHSIDE8'-0"FOUNDATIONWALLTJIS FLOOR FRAMINGWITH 2X6" CEILINGJOISTS ABOVE KITCHEN4124'-6"13'-0"11'-0"14x814x81'-9"clear1'-3 1/2"10x10TBD AFTERDRAIN LINESARE INSTALLED8'-0"ROOF TRUSSESBEAM 106'-4"SLAB TOFRAMING, VIF10'-0"9 1/2"GRADE AT HOUSE+124'-6"10"1018'-0"10'-0"113A13'-0"11'-0"10'-4"8'-0"RAMPROOF TRUSSESSCISSOR TRUSSES1x4" STAINED T+GWOOD T+G AT SCREENPORCH CEILING7'-11"CLEARVIFCOMPOSITEDECKINGVINYL SOFFIT ATFRONT PORCH4'-3"BEAM 11BEAM 2PAINTED BORAL TRIMOVER WOOD FRAMINGGRADE AT HOUSE+123'-6"FF AT HOUSE+126'-6"1'-0 1/2"6"GRADE AT HOUSE+124'-6"T.O. WALL+125'-5 12 "T.O. FOOTING+117'-5 12"T.O. SLAB+117'-11 12"7'-6"11 3/4"F.F. FIRST FLOOR+126'-6" (+0'-0 34")SECOND FLR SUBFLOOR(+10'-11 12")8'-2"TOP PLATE(+19'-1 12")6"FIRST FLR SUBFLOOR+126'-5 14" (+0'-0")8'-0"FOUNDATIONWALL10'-11 1/2"10"RAISED TRUSS HEEL8'-0"10'-0"G100100ABEAM 716'-0"10'-10"13'-0"11'-0"6124128'-2"5'-0"8'-0"8'-0"RAMPSCISSOR TRUSSES5'-1 1/2"1'-0"HEELROOF TRUSSESSCISSOR TRUSSESBEAM 2BEAM 11VINYL SOFFIT AT FRONTPORCH, TYP.GRADE AT HOUSE+124'-6"DOUGLAS FIR BEAMS 13 + 15HUNG OFF 6X6" POSTS ATHOUSE SOUTH WALL FRAMINGBEAM 5BEAM 61X4" T+G STAINED WOODCEILING AND SOFFIT WITHCLEAR POLYURETHANE FINISH5'-0"11"SCREENED PORCH WITH STAINEDWOOD FRAMING AND WOOD FRAMEDALUMINUM SCREEN PANELSCOMPOSITE DECKINGG100ADDEEEE412113INSTALL 9.5" MICROLAM AT THISLOCATION FOR HOUSE RIM BOARD,FLOOR JOISTS TO BE HUNG OFFHOUSE RIM BOARDGRADE AT HOUSE+124'-6"Scale:1NORTH-SOUTH SECTION LOOKING EAST1/4" = 1'-0"VARIESscale:scale:A3.1CHAO DESIGNS, PLLC 128 SNELL STREET, AMHERST, MA 01002EMAIL: chao.maria@gmail.com CELL: 413.461.6448sheet:sheet:date:date:HOUSE SECTIONS8.21.23Scale:2STAIR SECTION LOOKING WEST1/4" = 1'-0"Scale:3STAIR SECTION LOOKING EAST1/4" = 1'-0"Scale:4SCREEN PORCH SECTION LOOKING SOUTH1/4" = 1'-0"Scale:4SCREEN PORCH SECTION LOOKING NORTH1/4" = 1'-0" 7'-3 1/4"VIF7'-7 5/8"VIF2134567893'-0"6'-8 1/2"131211109876543219'-4"CONCRETE TO FIRST STAIR TREAD9'-10 3/4"FRAMING TO FIRST STAIR TREAD6'-8"PAINTED WOOD TRIMPAINTED GYPBOARDPAINTEDWOOD CAPBEAM 2BEAM 113'-0"min.(13) RISERS @ 7.8"171615141312111098765432187654321131211109PAINTED STAIR SKIRT BOARD(CLOSED STRINGER)(17) RISERS @ 7.74"CLEAR SEALED SOLIDMAPLE ROUND HANDRAILON METAL BRACKETS3'-0"3'-0"STAINED WOOD TREADSAND RISERS (MATCHESWOOD FLOORING), TYP.5'-11"CONCRETE TO FIRST STAIR TREAD3'-0"8'-10 1/2"FRAMING TO FIRST STAIR TREAD3'-0"min.STAINED RED OAKWOOD RAILING: STYLE 6010NEWEL POSTS: STYLE 4091WOOD BALUSTERS: STYLE 50613'-0"3'-0"3'-0"PAINTED WOODTRIM OVER RAILINGBASE, TYP.PAINTED GYPBDBELOW STAIR,TYP.PAINTED GYPBDBELOW STAIR,TYP.8'-0"10'-0"PAINTED OPENSTRINGER3'-0"3'-0"OR JOISTSDOUBLE JOIST3'-1"3'-1"9'-4"CONCRETE TOSTAIR TREAD5'-11"CONCRETE TOSTAIR TREAD6'-10"BEAM 11HEADER6'-0 3/4"11'-5"SPANPOST 14POST 15POST 16DOUBLE JOIST9'-10 3/4"FRAMING TO FIRSTSTAIR TREAD7'-1"FOR 8' CEILING)10'-9"clear7'-0"clearDN12345678917161514131211109E1-9 1/211'-3 1/2"3'-11 3/4"3'-6 1/4"(17) RISERS @ 7.74"Scale:4STAIR SECTION LOOKING EAST1/2" = 1'-0"VARIESscale:scale:A3.2CHAO DESIGNS, PLLC 128 SNELL STREET, AMHERST, MA 01002EMAIL: chao.maria@gmail.com CELL: 413.461.6448sheet:sheet:date:date:STAIR SECTIONS8.21.23Scale:2SECOND FLOOR FRAMING AT STAIR1/4" = 1'-0"Scale:1FIRST FLOOR FRAMING AT STAIR1/4" = 1'-0"Scale:5STAIR SECTION LOOKING NORTH1/2" = 1'-0"Scale:6STAIR SECTION LOOKING WEST1/2" = 1'-0"Scale:3STAIR PLAN AT SECOND FLOOR1/4" = 1'-0" 103A3'-0"DISHWASHER3'-0"slide-inrange unit1'-6"3'-0"sink cabinet2'-0"2'-0"dishwasher3'-1"fridgecabinet3'-0"1'-1"1'-1"1'-6"3'-6"cornercabinet2'-6"2'-6"2'-7"fridgecabinetTILE BACKSPLASH(VERIFY WITH OWNERSTILED AREAS)COUNTERTOP AT 30" ABOVE FINISHFLOOR WITH OPEN SPACE BELOW2'-3"CLEAR1'-6"2'-0"3'-3"2'-6"2'-6"3'-0"EXHAUST HOOD ENCLOSURE, NOTINCLUDED IN NEMD SCOPE OF WORK9"FULL OVERLAY DOOR FRONTSUNDERMOUNT SINKWOOD OPEN SHELVES(MATCH ISLAND COUNTERTOPWOOD SPECIES)2'-3"CLEARCLEAR SPACE BELOWCOUNTERTOPQUARTZ COUNTERTOP:GREY TONED WITH'CONCRETE' LOOK2"2"7'-4"VIF7'-6"11"ERV SUPPLY REGISTERWOOD TRIM OVER DROPPED BEAM,CENTERED OVER ISLAND POSTS2"PANEL TO MATCH CABINETSFRIDGE WITH ICE MAKER3'-3"7'-9"2'-0"1'-8"CLEAR,TBDCROWN MOULDING (BY NEMD)1'-6"5'-8"CLEAR5'-7"FRIDGEHEIGHTNORTH8'-0"EAST4'-2 1/2"4"2'-10"POST 12 CLAD INPAINTED WOOD TRIM4 1/2"7'-5 1/2"QUARTZ COUNTERTOP AT ISLAND(2) TOEKICK SUPPLYREGISTERS AT ISLANDWOOD TRIM OVER DROPPED BEAM,CENTERED OVER ISLAND POSTSSEE NEMDDRAWINGS FORCABINETRY1'-0"2'-9"1'-0"2'-9"4"DW33x36"FRIDGEtallpantry30x30"FRIDGE36" range+ hood30" ht.counter36" ht.counter36" ht.island countertop10'-10"4'-0"8'-0"4'-2 1/2"2'-0"21"WEST4'-2 1/2"SOUTH8'-0"2'-0"2'-0"5'-10"2'-0"POST 11 CLAD INPAINTED WOOD TRIMWOOD TRIM OVER DROPPED BEAM10'-0"8'-0"PAINTED GYPBOARDSEE NEMDDRAWINGS FORCABINETRY4"2'-6"2'-3"CLEARWOOD TRIM OVER DROPPED BEAM,CENTERED OVER ISLAND POSTS1041'-6"5'-6"WOOD PANELED BARN DOORON BARN DOOR HARDWARE10'-9 1/2"12'-2 1/2"WIRE SHELVINGIN CLOSET 103B1/2"=1'-0"scale:scale:A4.0CHAO DESIGNS, PLLC 128 SNELL STREET, AMHERST, MA 01002EMAIL: chao.maria@gmail.com CELL: 413.461.6448sheet:sheet:date:date:KITCHEN PLAN + INTERIOR ELEVATIONS8.21.23Scale:1DINING 102 / KITCHEN 103 - WEST1/2" = 1'-0"Scale:2KITCHEN 103 - NORTH1/2" = 1'-0"Scale:3KITCHEN 103 / DINING 102 - EAST1/2" = 1'-0"Scale:7KITCHEN ISLAND1/2" = 1'-0"Scale:8PARTIAL FIRST FLOOR PLAN1/2" = 1'-0"Scale:5NOT USED1/2" = 1'-0"Scale:4NOT USED1/2" = 1'-0"Scale:6PANTRY 104 / KITCHEN 103 - SOUTH1/2" = 1'-0"SEE NEW ENGLAND MEETINGHOUSE DESIGN DRAWINGSFOR KITCHEN CABINETS, COUNTERTOPS AND TRIM 1'-7"2'-6"2'-6"WOOD TRIM OVER DROPPED BEAM,CENTERED OVER ISLAND POSTS5'-5 1/2"1'-0"1'-0"3'-3"7'-0"2'-6"2'-10"1'-0"1'-0"1'-0"1'-0"4 1/2"1'-11"1'-11"2'-1"STAINED HARDWOODVENEER PLYWOOD(MATCH FLOORING, TBD)NICHE FOR FLATSCREEN TV2X4" INTERIOR FRAMING FORCABINET TO BE ATTACHED TO FLOORFRAMING AND HOUSE SOUTH WALL10'-0"(2) CABINETS WITHSHELVING AND OPENSHELVES IN CENTER1'-6"2'-11"1'-6"4 1/2"1'-0"1'-1 1/2"2'-6"7'-3"102110B1001132'-6"8'-0"BUILT-IN MEDIA CABINET/BOOKCASERETURN GRILLE:IN SOFFIT CEILING (8' AFF)G100100ASTAINED RED OAKWOOD RAILING: STYLE 6010NEWEL POSTS: STYLE 4091WOOD BALUSTERS: STYLE 5061PAINTED DRYWALL10'-9 1/2"12'-2 1/2"WOOD CAPPED WALL8'-0"10'-0"WOOD TREADS (MATCHWOOD FLOORING MATERIAL)PAINTED OPENSTRINGER1'-6"1'-6"BUILT-IN BENCHSTAINED SOLID WOOD(MATCH FLOORING, TBD)COATSSHOES3'-0"1008'-0"10'-0"3'-9"1'-6"BUILT-IN BENCHSTAINED SOLID WOOD(MATCH FLOORING, TBD)103BWOOD TRIM OVER DROPPED BEAM,CENTERED OVER ISLAND POSTS4'-9" SILL(SPACE BELOWFOR COAT HOOKS)1/2"=1'-0"scale:scale:A4.1CHAO DESIGNS, PLLC 128 SNELL STREET, AMHERST, MA 01002EMAIL: chao.maria@gmail.com CELL: 413.461.6448sheet:sheet:date:date:LIVING / DINING ROOM INTERIOR ELEVATIONSScale:1LIVING/DINING 102 / KITCHEN - WEST1/2" = 1'-0"Scale:2LIVING/DINING 102 / ENTRY AREA 100 - NORTH1/2" = 1'-0"Scale:3ENTRY AREA 100 / LIVING/DINING 102 - EAST1/2" = 1'-0"Scale:4LIVING/DINING 102 - SOUTH1/2" = 1'-0"Scale:4ALIVING/DINING MEDIA CABINET DETAILS1/2" = 1'-0"8.21.23 FRAMELESS MIRROR, PROVIDEDAND INSTALLED BY GCPAINTED MOISTURERESISTENT GYPBOARD, TYP.2"2'-2 1/2"CLEAR109B1'-0 1/2"CLEAR109A2'-6"6"SOLID SURFACECOUNTERTOP WITHINTEGRAL SINK BOWL1096"3'-6"3'-0"3'-0"2'-3"2'-9"2'-3"GRAB BAR PROJECTS6" FROM WALLSOLID SURFACEBACKSPLASHTOWEL BARPROVIDE BLOCKING FORGRAB BARS, TYP.6'-0"ADA SHOWER:ZERO THRESHOLD AT SHOWER FLOOR,TILED WALLS, GRAB BARS ON (3) SIDES,TRENCH DRAIN ALONG EAST WALLLINEAR DRAINSLOPE7 1/4"9 1/2"7 1/4"3" TBD2 1/4" TBDRECESSED FLOORFRAMING (AVOID DRAINLOCATION)4'-0"3'-0"ADJUSTABLE P.LAM SHELVING8'-0"1'-2"ERV RETURN GRILLEPROVIDE BLOCKING FORGRAB BARS, TYP.TOWEL BARFLOOR TILE TO EXTENDINTO SHOWER, SHOWERFLOOR TO SLOPE TOTRENCH DRAIN ALONGEAST WALL1'-4"WALL TILES (MATCHFLOOR TILES)2'-6"21"FLOOR TILE TO EXTEND INTO SHOWER,SHOWER FLOOR TO SLOPE TO TRENCHDRAIN ALONG EAST WALL1'-8"2'-0 1/2"3'-8"woodtiletilewood1'-3 1/2"6"2"3'-6"3'-6"1'-0"4'-1"clearCL6'-0"tilewoodtilewoodBASE CABINETBY NEMDMIRROR PROVIDED BYOWNER, INSTALLED BY GCPORCELAINPEDESTAL SINKC.L.1'-9"4'-9"SILL(2) SHELVES BYNEMDWINDOW CENTEREDON WALL202A5'-0"4"3'-0"3'-10"SILLMIRROR PROVIDED BYOWNER, INSTALLED BY GCDROP-IN TUB WITHACRYLIC SURROUND ON(3) SIDES2021'-0"1'-0"1'-0"1'-0"1'-6"SHOWER CURTAIN RODEDGE OFTUB/SHOWER UNITQUARTZ COUNTERTOPBY NEMD4'-0"5'-0"1'-0"2'-8"1'-0"1'-0"1'-0"1'-0"1'-6"GLASS SHOWER DOORORSHOWER CURTAIN ROD8'-0"206DROP-IN SHOWERACRYLIC UNIT4'-0"SILL4'-0"SILLMIRROR PROVIDED BYOWNER, INSTALLED BY GCMEDICINE CABINET BY NEMDQUARTZ COUNTERTOPBY NEMD3'-0"1/2"=1'-0"scale:scale:A4.2CHAO DESIGNS, PLLC 128 SNELL STREET, AMHERST, MA 01002EMAIL: chao.maria@gmail.com CELL: 413.461.6448sheet:sheet:date:date:BATHROOM PLANS + INTERIOR ELEVATIONSScale:1BATHROOM 101 - WEST1/2" = 1'-0"Scale:2BATHROOM 101 - NORTH1/2" = 1'-0"Scale:3BATHROOM 101 - EAST1/2" = 1'-0"Scale:4BATHROOM 101 - SOUTH1/2" = 1'-0"Scale:5BATHROOM 109 - WEST1/2" = 1'-0"Scale:6BATHROOM 109 - NORTH1/2" = 1'-0"Scale:17BATHROOM 101 - PLAN1/2" = 1'-0"Scale:7BATHROOM 109 - EAST1/2" = 1'-0"Scale:8BATHROOM 109 - SOUTH1/2" = 1'-0"Scale:18BATHROOM 109 - PLAN1/2" = 1'-0"Scale:9BATHROOM 202 - WEST1/2" = 1'-0"Scale:10BATHROOM 202 - NORTH1/2" = 1'-0"Scale:11BATHROOM 202 - EAST1/2" = 1'-0"Scale:12BATHROOM 202 - SOUTH1/2" = 1'-0"Scale:19BATHROOM 202 - PLAN1/2" = 1'-0"Scale:13BATHROOM 206 - WEST1/2" = 1'-0"Scale:14BATHROOM 206 - NORTH1/2" = 1'-0"Scale:15BATHROOM 206 - EAST1/2" = 1'-0"Scale:16BATHROOM 206 - SOUTH1/2" = 1'-0"Scale:20BATHROOM 206 - PLAN1/2" = 1'-0"SEE PLUMBING SCHEDULE FOR LIST OF FIXTURESAND COUNTERTOP MATERIALS8.21.23 3 1/2"4"3 1/2"INTERIOR WOOD TRIM:1" PAINT GRADE FLAT STOCKSANDED AND PAINTED3 1/2"3 1/2"1" WOOD WINDOW STOOLSWITH 34" OVERHANGS3/4"3/4"3 1/2"3 1/2"3 1/2"6'-8"WINDOW APRON8'-0"CEILING3'-0"SILL3'-0"SILL109A1'-8"furniture(by owner)furniture(by owner)111110furniture(by owner)1124'-0"3'-0"SILL2'-6"2'-3"CLEAR6'-0"2'-6"4'-0"4'-0"4'-0"8'-0"CEILINGBUILT-IN TABLEWITH WALL BRACKETS1'-8"108108A109107107A206BUILT-IN WINDOW SEAT(BY KEITER)INSTALL 3" PAINTED WOOD TRIM AROUND (2)BUILT-IN BOOKCASES + CABINETS (BY NEMD)205furniture(by owner)2 1/4"VIF204(2) WALL MOUNTEDWIRE SHELVES(PROVIDE BLOCKING)washer/dryer(by owner)3'-0"SILLBUILT-IN TABLEWITH WALL BRACKETS11"11"11"RETURN GRILLE9"1'-1"RETURN GRILLETHERMOSTAT(60" AFF)RETURN GRILLERETURN GRILLERETURNGRILLE6'-7 1/4"3'-0"6'-8"3"3"BUILT-IN BENCH BY GCWIRE SHELVING INCLOSET 108APROVIDE BLOCKING INTHIS AREA FOR LARGEWALL MOUNTED MIRROR1'-6"207A207furniture(by owner)furniture(by owner)201A2013'-8"TBDCOUNTERTOP OVERLAUNDRY UNITSwasher/dryer(by owner)3'-0"SILLWALL MOUNTEDWIRE SHELVING(PROVIDE BLOCKING)10"11"SEE HP SHEETS FOR GRILLEAND THERMOSTATLOCATIONSRETURN GRILLERETURN GRILLE6'-8"1/4" = 1'-0"scale:scale:A4.3CHAO DESIGNS, PLLC 128 SNELL STREET, AMHERST, MA 01002EMAIL: chao.maria@gmail.com CELL: 413.461.6448sheet:sheet:date:date:BEDROOM / OFFICE INTERIOR ELEVATIONSScale:1BEDROOM 110 - WEST1/4" = 1'-0"Scale:2BEDROOM 110/OFFICE 112 - NORTH1/4" = 1'-0"Scale:3OFFICE 112 - EAST1/4" = 1'-0"Scale:4OFFICE 112/BEDROOM 110 - SOUTH1/4" = 1'-0"Scale:6OFFICE 112 - WEST1/4" = 1'-0"Scale:7BEDROOM 110 - EAST1/4" = 1'-0"Scale:8BEDROOM 108 - WEST1/4" = 1'-0"Scale:9BEDROOM 108 - NORTH1/4" = 1'-0"Scale:10BEDROOM 108 - EAST1/4" = 1'-0"Scale:11BEDROOM 108 - SOUTH1/4" = 1'-0"Scale:12OFFICE 107 - WEST1/4" = 1'-0"Scale:13OFFICE 107 - NORTH1/4" = 1'-0"Scale:14OFFICE 107 - EAST1/4" = 1'-0"Scale:15OFFICE 107 - SOUTH1/4" = 1'-0"Scale:16BEDROOM 204 - WEST1/4" = 1'-0"Scale:17BEDROOM 204 - NORTH1/4" = 1'-0"Scale:18BEDROOM 204 - EAST1/4" = 1'-0"Scale:19BEDROOM 204 - SOUTH1/4" = 1'-0"Scale:20BEDROOM 207 - WEST1/4" = 1'-0"Scale:21BEDROOM 207 - NORTH1/4" = 1'-0"Scale:22BEDROOM 207 - EAST1/4" = 1'-0"Scale:23BEDROOM 207 - SOUTH1/4" = 1'-0"Scale:24OFFICE 201 - WEST1/4" = 1'-0"Scale:25OFFICE 201 - NORTH1/4" = 1'-0"Scale:26OFFICE 201 - EAST1/4" = 1'-0"Scale:27OFFICE 201 - SOUTH1/4" = 1'-0"Scale:5LAUNDRY ROOM 1061/4" = 1'-0"Scale:28LAUNDRY ROOM 2031/4" = 1'-0"BB BB BBBBBBDB DB DB DBDB DB DB DB HB+GWEEEEGWHB+GW HB+GW HB+GWGW GW GWBB8.21.23 scale:scale:A4.4CHAO DESIGNS, PLLC 128 SNELL STREET, AMHERST, MA 01002EMAIL: chao.maria@gmail.com CELL: 413.461.6448sheet:sheet:date:date:WINDOW, DOOR, FINISH AND MILLWORK SCHEDULES8.21.23 ASPHALT SHINGLE ROOF INSTALLED PERMANUFACTURER'S INSTRUCTIONS(INSTALL ICE + WATER SHIELD AT EAVES,VALLEYS AND AROUND PENETRATIONS)ROOFING MEMBRANE INSTALLED PER ROOFINGMANUFACTURER INSTALLATION INSTRUCTIONS1" AIR SPACE OVER INSULATION BAFFLE TOMAINTAIN AIR SPACE FOR VENTING TO RIDGE ROOF TRUSSES @ 24" O.C. WITH BLOCKING ASREQ'D BY TRUSS MANUFACTURER2 62 6ALUMINUM DRIP EDGES ATROOF OVERHANGS, TYP.5" K-STYLE METAL GUTTERSCONNECTED TO 2X3" METALDOWNSPOUTS, BOTH IN'BLACK' FINISH1X10" BORAL TRIMVENTED SOFFITS, TYP.1'-2"TRUSSHEEL8"1'-7 1/2"BLOWN-IN CELLULOSE (R-60 MIN.)CLOSED CELL SPRAY FOAM AT RAISEDTRUSS HEELS, (R-49 MIN.)FURRING STRIPS @ 16" O.C. FORDRYWALL CEILINGDRYWALL SEALED TO TOP PLATE5.5" ROXUL IN CAVITY (R-23)INSULATION AT'WEST WING' CEILING1'-4"LVLBLOWN-IN CELLULOSE (R-60 MIN.)TRUSS HANGERS FOR 'WEST WING'ROOF TRUSSES INSTALLED ON 16" LVLFURRING STRIPS @ 16" O.C. FORDRYWALL CEILING16" LVL BOLTED TO WALL FRAMING ATSHARED WALL BETWEEN 'WEST WING'AND 2-STORY PORTION OF HOUSEBOLTING PATTERN FOR LVL:(2) BOLTS @ X" O.C.UNINSULATEDSPACE BELOW 2XFRAMED ROOFENTIRETY OF EAST WALL AT 2NDSTORY FRAMED AND INSULATEDAS AN EXTERIOR WALL ASSEMBLYINSULATION AT'WEST WING' CEILING8' CEILINGSPACE OVERKITCHEN CEILINGKITCHEN'WEST WING'VINYL SIDING (SEE EXTERIOR ELEVATIONS FORSIDING TYPES), INSTALLED PERMANUFACTURER'S INSTRUCTIONSZIP SYSTEM R-SHEATHING R6 PANEL (R-6.6)(ALL SEAMS TAPED WITH ZIP SYSTEM TAPE)FULLY WRAP ALL WINDOW R.O.'S WITH ZIPSTRETCH TAPE, WORKING FROM SILL UP THESIDES TO HEAD FLASHING IN LAYERS ALUMINUM CAP FLASHING1" PAINTED BORAL TRIM2 6PAINTED WOOD WINDOW TRIM, TYP.INSTALL LOW EXPANDING FOAM INSHIM SPACE AT R.O., TYP.PLASTIC SHIMS AT 14" POINTSBEVELED CEDAR SIDING FORSLOPED SILLPAINTED POPLAR STOOL, TYP.12" x 2" WOOD BACKDAMPAINTED POPLAR APRON, TYP.DRYWALL SEALED TO FRAMING2 6INSTALL LOW EXPANDING FOAM SEALANT ATINTERIOR BETWEEN WINDOW AND FLASHING(AIR BARRIER SYSTEM)FULLY WRAP ALL WINDOW R.O.'S WITH ZIPSTRETCH TAPE, WORKING FROM SILL UP THESIDES TO HEAD FLASHING IN LAYERS34" PAINTED BORAL TRIM4"4"3 1/2"3 1/2"1/2" DRYWALL W/ ZERO VOC LATEXPAINT, LEVEL 4 FINISH, TYP.5.5" ROXUL IN CAVITY (R-23)INSULATED HEADERS, TYP.DRYWALL SEALED TO TOP PLATE3/4"2 62 62 61/2" DRYWALL W/ ZERO VOC LATEXPAINT, LEVEL 4 FINISH, TYP.5.5" ROXUL IN CAVITY (R-23)DRYWALL SEALED TO TOP PLATE34" SOLID WOOD BASEBOARDFLOORING OVER 34" T+G ADVANTECHCLOSED CELL SPRAY FOAM ATRIM JOIST, TYP.DRYWALL SEALED TO TOPPLATE5.5" ROXUL IN CAVITY (R-23)VINYL SIDING (SEE EXTERIOR ELEVATIONS FORSIDING TYPES), INSTALLED PERMANUFACTURER'S INSTRUCTIONSZIP SYSTEM R-SHEATHING R6 PANEL (R-6.6)(ALL SEAMS TAPED WITH ZIP SYSTEM TAPE)4"9 1/2"RIM BOARD SEALED TO SUBFLOOR ANDSILL PLATE½" ANCHOR BOLTS IN FOUNDATION WALL@ 4'-0" O.C., NOT MORE THAN 12" FROMCORNERS AND ENDS OF SILL PLATES, TOANCHOR PRESSURE TREATED SILL PLATEFLASHING OVER PAINTED WATERTABLETRIM, TYP.1X8" BORAL WATERTABLE TRIMP.T. BLOCKING ALONG BOTTOM OF ZIPR-SHEATHING PANEL WITH TAPED EDGESP.T. SILL PLATE OVER SILL GASKETSILL SEAL: LAYER TO BE CAPILLARY BREAKBETWEEN P.T. WOOD AND CONCRETE2 62 64"FURRING STRIPS 16" O.C. FORFINISHED DRYWALL CEILING1" XPS + 2X4" ROXUL IN CAVITY ONINTERIOR SIDE (R-5 C.I. + R-15)12" MOISTURE RESISTANT DRYWALLWITH LEVEL 4 FINISH4" CLOSED CELL SPRAYFOAM AT RIM JOISTFLOOR JOISTS34" PLYWOOD BLOCKINGFF AT HOUSE+126'-6"3/4"3/4"9 1/2"1'-0 1/2"2 62 6BLOWN-IN CELLULOSE (R-60 MIN.)CLOSED CELL SPRAY FOAM AT RAISEDTRUSS HEELS, TYP.FURRING STRIPS @ 16" O.C. FORDRYWALL CEILINGDRYWALL SEALED TO TOP PLATE5.5" ROXUL IN CAVITY (R-23)2'-0"1'-3"TRUSSHEELASPHALT SHINGLE ROOF INSTALLED PERMANUFACTURER'S INSTRUCTIONS(INSTALL ICE + WATER SHIELD AT EAVES,VALLEYS AND AROUND PENETRATIONS)ROOFING MEMBRANE INSTALLED PER ROOFINGMANUFACTURER INSTALLATION INSTRUCTIONS1" AIR SPACE OVER INSULATION BAFFLE TOMAINTAIN AIR SPACE FOR VENTING TO RIDGE ROOF TRUSSES @ 24" O.C.ALUMINUM DRIPEDGES AT ROOFOVERHANGS, TYP.1X8" BORAL TRIM5" K-STYLE METAL GUTTERSCONNECTED TO 2X3" METALDOWNSPOUTS, BOTH IN'BLACK' FINISHVENTED SOFFITS, TYP.DRYLOK/CEMENTITIOUS DAMPPROOFING AT BELOW GRADE WALL W/FREE-DRAINING BACK FILLPOURED 8" CONCRETE WALL,SEE SHEET S1.0 FOR FOUNDATIONSTRUCTURAL NOTES.2" XPS (R-10) BELOW + AT PERIMETEROF CONCRETE SLABCONTINUOUS 6MIL (MIN.) POLY VAPORBARRIER (ALL JOINTS TAPED) OVERPROPERLY COMPACTED GRAVEL FILLDRYLOK CAPILLARY BREAK ATFOOTING/WALL INTERSECTIONPERIMETER DRAIN IN COURSE GRAVELSURROUNDED BY FILTER FABRICCONCRETE FOOTINGS ONWELL-COMPACTED STRUCTURAL FILLOR STONE. SEE SHEET S1.0 FORFOUNDATION STRUCTURAL NOTES.4"2"8"1'-8"10"12" MOISTURE RESISTANTDRYWALL WITH LEVEL 4 FINISHSILL SEAL + THERMAL BREAKBELOW P.T. SILLHOLD GYPBOARD 12" OFFCONCRETE4" CONCRETE SLAB, SEE SHEETS1.0 FOR FOUNDATIONSTRUCTURAL NOTES.1"3 1/2"RADON VENT CONNECTEDTO 4" VENT STACKDRYLOK/CEMENTITIOUS DAMPPROOFING AT BELOW GRADE WALL W/FREE-DRAINING BACK FILLPOURED 8" CONCRETE WALL,SEE SHEET S1.0 FOR FOUNDATIONSTRUCTURAL NOTES.2" XPS (R-10) BELOW + AT PERIMETEROF CONCRETE SLABCONTINUOUS 6MIL (MIN.) POLY VAPORBARRIER (ALL JOINTS TAPED) OVERPROPERLY COMPACTED GRAVEL FILLDRYLOK CAPILLARY BREAK ATFOOTING/WALL INTERSECTIONPERIMETER DRAIN IN COURSE GRAVELSURROUNDED BY FILTER FABRICCONCRETE FOOTINGS ONWELL-COMPACTED STRUCTURAL FILLOR STONE. SEE SHEET S1.0 FORFOUNDATION STRUCTURAL NOTES.4"2"8"1'-8"10"MIN. R-15 C.I. RIGID INSULATION(THERMAX OR EQUIVALENT)MECHANICALLY FASTENED DIRECTLYTO FOUNDATION WALLS4" CONCRETE SLAB, SEE SHEET S1.0FOR FOUNDATION STRUCTURALNOTES.RADON VENT CONNECTEDTO 4" VENT STACK2 62 64"MIN. R-15 C.I. RIGID INSULATION(THERMAX OR EQUIVALENT)MECHANICALLY FASTENED DIRECTLYTO FOUNDATION WALLS4" CLOSED CELL SPRAY FOAM ATRIM JOIST WITH INTUMESCENTPAINT WHERE EXPOSEDFLOOR JOISTSRIM BOARD SEALED TO SUBFLOOR ANDSILL PLATE½" ANCHOR BOLTS IN FOUNDATION WALL@ 4'-0" O.C., NOT MORE THAN 12" FROMCORNERS AND ENDS OF SILL PLATES, TOANCHOR PRESSURE TREATED SILL PLATEFLASHING OVER PAINTED WATERTABLETRIM, TYP.1X8" BORAL WATERTABLE TRIMP.T. BLOCKING ALONG BOTTOM OF ZIPR-SHEATHING PANEL WITH TAPED EDGESP.T. SILL PLATE OVER SILL GASKETSILL SEAL: LAYER TO BE CAPILLARY BREAKBETWEEN P.T. WOOD AND CONCRETEFF AT HOUSE+126'-6"1'-0 1/2"ASPHALT SHINGLE ROOF,INSTALLED PER MANUFACTURER'SINSTRUCTIONSALUMINUM DRIP EDGES AT ROOFOVERHANGS, TYP2X LOOKOUTS OVER GABLE ENDWALL TOP PLATE1X8" BORAL TRIMVENTED SOFFITS, TYP.1'-0"CONTINUOUS ROOF SHEATHING1-1/2"=1'-0"scale:scale:A5.0CHAO DESIGNS, PLLC 128 SNELL STREET, AMHERST, MA 01002EMAIL: chao.maria@gmail.com CELL: 413.461.6448sheet:sheet:date:date:EXTERIOR DETAILS8.21.23Scale:9ROOF EAVE DETAIL: 'WEST WING'1-1/2" = 1'-0"Scale:6WINDOW DETAIL1-1/2" = 1'-0"Scale:2RIM BOARD DETAIL1-1/2" = 1'-0"Scale:3TOP OF FOUNDATION WALL DETAIL1-1/2" = 1'-0"Scale:4FOUNDATION FOOTING DETAIL1-1/2" = 1'-0"Scale:1ROOF EAVE DETAIL: AT 2ND STORY PORTION1-1/2" = 1'-0"FINISHED BASEMENTFINISHED BASEMENTScale:7TOP OF FOUNDATION WALL DETAIL1-1/2" = 1'-0"Scale:8FOUNDATION FOOTING DETAIL1-1/2" = 1'-0"UNFINISHED BASEMENTUNFINISHED BASEMENTScale:10'WEST WING' ROOF TRUSS EAST SUPPORT DETAIL1-1/2" = 1'-0"Scale:5ROOF RAKE DETAIL 1-1/2" = 1'-0" 9.5" MICROLAM AT THIS LOCATION FORHOUSE RIM BOARDP.T. 2X12" FLOOR JOISTS11 1/4"INSTALL DECKING TO BEFLUSH WITH FINISH FLOOR OFHOUSE FLOORINGJOIST HANGERS ON RIM BOARDFLASH AT WALL TODECKING INTERSECTIONDOUGLAS FIR BEAMS 13 + 15HUNG OFF 6X6" POSTS ATHOUSE SOUTH WALL FRAMING1X4" T+G STAINED WOODCEILING AND SOFFIT WITHCLEAR POLYURETHANE FINISHBEAM 78'-2"top of beams9'-8" VIF,corner postheight11 1/2"5 1/2"ASPHALT SHINGLE ROOFSCISSOR TRUSSES (ENGINEERED BY TRUSSMANUFACTURER) WITH BLOCKING AS REQ'D BYTRUSS MANUFACTURER1X8" STAINED WOOD TRIM1X4" T+G STAINED WOOD CEILING ANDSOFFIT WITH CLEAR POLYURETHANE FINISH(3) 6X12" DOUGLAS FIR PERIMETER BEAMS: ATTACHBEAMS TO P.T. 6X6" CORNER POSTS WITH PITZL HVP80mm X 200mm #88322.1000 CONNECTORS(SUPPLIER: HERRMANNFRAMES.COM)STAINED WOOD TRIM OVERP.T. CORNER POSTS5" K-STYLE METAL GUTTERS CONNECTEDTO 2X3" METAL DOWNSPOUTS, BOTH IN'BLACK' FINISHGRADE+124'-6"F.F. HOUSE+126'-6"11 1/4"STAINED WOOD FRAMED PANELS WITHHEAVY DUTY TIGER WIRE SCREENING3'-0"4'-1 1/2"TYPICAL COMPOSITE DECKING:- TREX SELECT DECKING BOARDS- PICTURE FRAME SCREEN PORCH AREA WITHSQUARE EDGE TREX BOARDS ON THE EDGESAND GROOVED TREX BOARDS ELSEWHERE- TREX HIDDEN FASTENER SYSTEMINSTALL SCREENING BELOWFLOOR JOISTS AT SCREEN PORCHSIMPSON FACE MOUNT HANGERS FOR (3) FLOORBEAMS, INSTALLED AT (2) CORNER POSTS ANDHOUSE RIM BOARD11 1/2"BEAM 6P.T. FLOOR JOISTS SLOPED OR BEVEL CUT FOR1:12 RAMP, PROVIDE GRAVEL BELOW THIS SECTIONOF RAMP AND USE 0.6 GRADE P.T. FRAMINGJOIST HANGERS ON BEAM1X8" STAINED WOOD TRIM1X4" T+G STAINED WOOD SOFFITWITH CLEAR POLYURETHANE FINISH(3) 6X12" DOUGLAS FIR PERIMETER BEAMS: ATTACHBEAMS TO P.T. 6X6" CORNER POSTS WITH PITZL HVP80mm X 200mm #88322.1000 CONNECTORS(SUPPLIER: HERRMANNFRAMES.COM)STAINED WOOD TRIM OVERP.T. CORNER POSTSSTAINED WOOD FRAMED PANELS WITHHEAVY DUTY TIGER WIRE SCREENINGTYPICAL COMPOSITE DECKING:- TREX SELECT DECKING BOARDS- PICTURE FRAME SCREEN PORCH AREA WITHSQUARE EDGE TREX BOARDS ON THE EDGESAND GROOVED TREX BOARDS ELSEWHERE- TREX HIDDEN FASTENER SYSTEM1'-3"P.T. (2) 2X6" BEAM AT RAMP MID-SPAN5'-0"ASPHALT SHINGLE ROOF, INSTALLEDPER MANUFACTURER'S INSTRUCTIONCONTINUOUS ROOF SHEATHING2X LOOKOUTS OVER GABLEEND WALL TOP PLATE1X4" T+G STAINED WOOD (MATCHESCEILING) AT GABLE END WALLSTAINED WOOD CLAPBOARD SIDINGAT GABLE END WALLGRADE+124'-6"F.F. HOUSE+126'-6"4'-3"7'-11"CLEARVIF5'-3"LANDING AT TOPOF STEPSSEAL LEDGER UNDER PEEL ANDSTICK MEMBRANE, FASTEN JOISTHANGERS THRU MEMBRANEP.T. 2X8" FLOOR JOISTSINSTALL DECKING TO BE FLUSH WITHFINISH FLOOR OF HOUSE FLOORINGJOIST HANGERS ON RIM BOARDTREX 'CLASSIC WHITE' POST COVERSON 6X6" P.T. POSTS1X8" BORAL TRIMHOUSEEXTERIORTREX TRANSCENDS RAILING SYSTEM (TBD)'CLASSIC WHITE' POSTS + CROWN TOP RAIL,'CHARCOAL BLACK' ROUND BALUSTERS4'-3"SEAL LEDGER UNDER PEEL ANDSTICK MEMBRANE, FASTEN JOISTHANGERS THRU MEMBRANEP.T. 2X8" FLOOR JOISTSJOIST HANGERS ON RIM BOARDPAINTED LATTICE BELOW DECKINSTALL DECKING TO BE FLUSH WITHFINISH FLOOR OF HOUSE FLOORING1X8" BORAL TRIMHOUSEEXTERIOR4'-3"GARAGESLOPED LEDGER AT GARAGEFOUNDATION WALL1X8" BORAL TRIMFLOOR JOISTS HUNG OFF BEAM ATMID-SPAN OF RAMPEXTERIOR21224-GAUGE STANDING SEAM ROOF SYSTEM:16" WIDE PANELS WITH 1-1/2" MECHANICAL LOCK SEAMS,INSTALLED PER MANUFACTURER'S INSTRUCTIONS(INSTALL 36" OF ICE+WATER SHIELD AT EAVES+VALLEYS)SHOWING: 'SHEFFIELD METALS' 24-GAUGE STANDING SEAMROOF IN 'MATTE BLACK' FINISH(VERIFY FINISHES WITH OWNER)5" K-STYLE METAL GUTTERSCONNECTED TO 2X3" METALDOWNSPOUTS, BOTH IN'BLACK' FINISH1X8" BORAL TRIMVINYL SOFFITS1X12" BORAL TRIM1"=1'-0"scale:scale:A5.1CHAO DESIGNS, PLLC 128 SNELL STREET, AMHERST, MA 01002EMAIL: chao.maria@gmail.com CELL: 413.461.6448sheet:sheet:date:date:EXTERIOR DETAILS8.21.23Scale:4SCREEN PORCH: SECTION AT EAVES1" = 1'-0"Scale:2FRONT PORCH: TYPICAL DECK SECTION1" = 1'-0"Scale:1FRONT PORCH: AT EXTERIOR STEPS1" = 1'-0"Scale:3FRONT PORCH: TYPICAL RAMP SECTION1" = 1'-0"Scale:5SCREEN PORCH: SECTION AT RAKE1" = 1'-0" DOUBLE JOIST1/4"=1'-0"scale:scale:E1.0CHAO DESIGNS, PLLC 128 SNELL STREET, AMHERST, MA 01002EMAIL: chao.maria@gmail.com CELL: 413.461.6448sheet:sheet:date:date:PROJECTNORTHELECTRIC: BASEMENT PLANScale:1BASEMENT PLAN1/4" = 1'-0"8.14.23 9' W X 8' HGARAGE DOORDSDSDSDSDSDSDSDSDSATTIC HATCHAT CEILINGDSRETURN GRILLEAT CEILING12'-0"13'-6"1/4"=1'-0"scale:scale:E1.1CHAO DESIGNS, PLLC 128 SNELL STREET, AMHERST, MA 01002EMAIL: chao.maria@gmail.com CELL: 413.461.6448sheet:sheet:date:date:PROJECTNORTHELECTRIC: FIRST FLOOR PLANScale:1FIRST FLOOR PLAN1/4" = 1'-0"8.14.23 ATTIC HATCHAT CEILINGDSDSDSDSDSDSDSDSDSDNDS1/4"=1'-0"scale:scale:E1.2CHAO DESIGNS, PLLC 128 SNELL STREET, AMHERST, MA 01002EMAIL: chao.maria@gmail.com CELL: 413.461.6448sheet:sheet:date:date:PROJECTNORTHELECTRIC: SECOND FLOOR PLANScale:1SECOND FLOOR PLAN1/4" = 1'-0"8.14.23 scale:scale:E2.0CHAO DESIGNS, PLLC 128 SNELL STREET, AMHERST, MA 01002EMAIL: chao.maria@gmail.com CELL: 413.461.6448sheet:sheet:date:date:ELECTRIC: SCHEDULES8.14.23 1/4"=1'-0"scale:scale:HP1.0CHAO DESIGNS, PLLC 128 SNELL STREET, AMHERST, MA 01002EMAIL: chao.maria@gmail.com CELL: 413.461.6448sheet:sheet:date:date:PROJECTNORTHHVAC + PLUMBING: BASEMENT PLAN8.14.23 1/4"=1'-0"scale:scale:CHAO DESIGNS, PLLC 128 SNELL STREET, AMHERST, MA 01002EMAIL: chao.maria@gmail.com CELL: 413.461.6448sheet:sheet:date:date:PROJECTNORTHHVAC + PLUMBING: FIRST FLOOR PLANHP1.18.14.23 1/4"=1'-0"scale:scale:CHAO DESIGNS, PLLC 128 SNELL STREET, AMHERST, MA 01002EMAIL: chao.maria@gmail.com CELL: 413.461.6448sheet:sheet:date:date:PROJECTNORTHHVAC + PLUMBING: SECOND FLOOR PLANHP1.28.17.23 scale:scale:CHAO DESIGNS, PLLC 128 SNELL STREET, AMHERST, MA 01002EMAIL: chao.maria@gmail.com CELL: 413.461.6448sheet:sheet:date:date:HVAC + PLUMBING: SCHEDULESHP2.08.14.23 13'-0"11'-0"27'-0"4'-0"41'-0"12'-0"12'-0"12'-0"5'-8"8"8"12'-10"12'-10"12'-0"center to center7'-9"framing tocenter of post24'-0"24'-0"24'-0"EZ-PIER SOLID PRECASTFOOTINGS BY EZ-CRETE8'-0"8'-0"8'-0"8'-0"15'-0"27'-0"41'-0"10'-6"FROST WALLFOUNDATIONEZ-PIER SOLID PRECASTFOOTINGS BY EZ-CRETE4" LALLY COLUMN ONCONCRETE FOOTING4" LALLY COLUMN ONCONCRETE FOOTING4'-6"2'-0"13'-6"center to center7'-1"center to concrete43'-0"8'-0"8'-0"8'-9"HOUSE FOUNDATION NOTES:1.FOOTINGS: 3,000 psi concrete, 10” x 20” or as noted on Foundation Plan, onundisturbed or well-compacted soil or stone, a minimum of 4' below finish grade. Install2, #4 continuous reinforcing bars 3” up from the bottom and in from the sides of footing.2.FOUNDATION WALLS: to be: 3,000 psi poured concrete, 8” thick, or as noted on plan.Install 2 - #4 continuous reinforcing bars in the top and bottom of foundation walls.Install ½” anchor bolts in foundation wall, at 4'-0” o.c. max and not more than 12” fromcorners, to anchor pressure treated sill plate.3.SLAB: 4” min., 3000 psi poured concrete, reinforced with 6 x 6 x W1.4 x W1.4 (formerly6x6x10ga) Welded wire placed 2” down from the top of slab. Slab to be placed on10-15 mil poly vapor barrier over 2" foam board. This assembly to be placed on 6”minimum of properly compacted ¾”-1½” crushed stone.4.BACK FILL: All fill against full height foundation walls must be clean, well-draininggravel with drainage to daylight. Do not backfill against full height walls with nativesoils.POST 1POST 2POST 3POST 5POST 42X6" INSULATED WALLWITH CONCRETE FOOTINGPOST 6 POST 78'-0"5'-0"5'-0"5'-6"BEAM POCKET ATFOUNDATION WALL8'-0"8'-0"2'-6"2'-6"6'-0"6'-0"6'-0"6'-0"6'-0"6'-0"6'-0"19'-0 1/4"6'-0"17'-11 3/4"4'-8"14'-8"15'-0"4'-3"3'-1"3'-1"28'-8"8'-0"4'-6"INSTALL 4" PERFORATED PIPE IN SUB-SLABGRAVEL BED. STUB AND CAP PIPE TEE INBASEMENT FOR FUTURE RADON SYSTEMBOX OUT (3) LALLY COLUMNS WITHPAINTED GYPBOARD AND BASE, TYP.9'-4"CONCRETE TOSTAIR TREAD5'-11"CONCRETE TOSTAIR TREAD6'-10"6'-0"DSCONCRETE CONTINUOUSFOOTING WITH (2) #4HORIZONTAL BARS ALONGBOTTOM OF FOOTING9'-0"9'-0"GARAGE DOOR OPENING(SEE SITEPLAN FORGRADING IN THIS AREAFOR APRON AT DOORS)6'-0"4'-3"ABC2'-0"2'-0"2'-0"12'-0"13'-6"7'-9"7'-9"3'-9"R.O.6'-0"4'-0"T.O. WALL+125'-5 12 "T.O. FOOTING+117'-5 12"GRADE+124'-6"GRADE+124'-6"GRADE+124'-6"GRADE+123'-6"GRADE+123'-6"T.O. WALL+125'-5 12 "T.O. FOOTING+117'-5 12"T.O. WALL+125'-5 12 "T.O. FOOTING+117'-5 12"4'-3"1/4"=1'-0"scale:scale:S1.0CHAO DESIGNS, PLLC 128 SNELL STREET, AMHERST, MA 01002EMAIL: chao.maria@gmail.com CELL: 413.461.6448sheet:sheet:date:date:PROJECTNORTHFOUNDATION PLANScale:1FOUNDATION PLAN1/4" = 1'-0"8.21.23 13'-0"11'-0"27'-0"SLAB ON GRADE4'-0"41'-0"12'-0"12'-0"12'-0"5'-8"8"8"12'-10"12'-10"12'-0"center to center7'-9"framing tocenter of post24'-0"24'-0"24'-0"27'-0"41'-0"CONCRETE FOUNDATIONBEAM BELOW FLOOR JOISTSBEAM BELOW FLOOR JOISTSSOFFIT (DEPTH TBD AFTERDRAIN LINES INSTALLED)SOFFIT13'-6"center to center7'-1"center to concrete43'-0"INSULATEDINTERIORWALLBEAM 2BEAM 1BEAM 4BEAM 6BEAM 5BEAM 79-1/2" TJIS @ 16" O.C.9-1/2" TJIS @ 16" O.C.P.T. 2X12" DECKJOISTS @ 16" O.C.P.T. 2X8" DECKJOISTS @ 16" O.C.P.T. 2X8" DECKJOISTS @ 16" O.C.HEADER8'-0"HEADER2X FRAMING AROUNDOPENING AT FLOOR2X FRAMING AROUNDOPENING AT FLOOR3'-0"6'-0"8'-3 1/2"RAMPDOUBLE JOISTUP(13) RISERS @ 7.88"DOUBLED UP 2X6" ONHANGERS BELOW ZEROTHREHSHOLD SHOWER6'-0"6'-0"6'-0"6'-0"6'-0"6'-0"6'-0"19'-0 1/4"6'-0"17'-11 3/4"4'-8"14'-8"15'-0"4'-3"3'-1"3'-1"28'-8"FLOOR JOISTS CANTILEVEROVER BEAM48'-0"DUCT AT CEILING,SEE HP SHEETSDUCTS AT CEILING,SEE HP SHEETS9'-4"CONCRETE TOSTAIR TREAD5'-11"CONCRETE TOSTAIR TREAD6'-10"P.T. 2X12"P.T. 2X12"DS9'-0"9'-0"P.T.(2) 2X6"P.T.(2) 2X10"P.T. 2X12"P.T.(2) 2X10"6'-0"4'-3"ABCUSE 0.6 GRADE P.T.FRAMING AT RAMPSNEAR GRADE, TYP.2'-0"2'-0"2'-0"INSTALL 9.5" MICROLAM AT THISLOCATION FOR HOUSE RIM BOARD,FLOOR JOISTS TO BE HUNG OFFHOUSE RIM BOARDFLOOR JOISTS TO BE HUNG ON BEAM 6AND 9.5" MICROLAM RIM BOARD AT HOUSEP.T. (3) 2X10" BEAM ON SIMPSONCLOSED HANGERS (SimpsonHUC310-2)USE 0.6 GRADE P.T.FRAMING AT RAMPSNEAR GRADE, TYP.1'-4"START FIRST 16" BAY AT EAST WALL(FOR HVAC DUCTWORK ALIGNMENTS)12'-0"13'-6"7'-9"7'-9"3'-9"R.O.6'-0"4'-0"T.O. WALL+125'-5 12 "T.O. FOOTING+117'-5 12"GRADE+124'-6"GRADE+124'-6"GRADE+124'-6"GRADE+123'-6"GRADE+123'-6"T.O. WALL+125'-5 12 "T.O. FOOTING+117'-5 12"T.O. WALL+125'-5 12 "T.O. FOOTING+117'-5 12"4'-3"2'-0"ON INTERIOR SIDE, INSTALL 1000-LBHEADER TO JACK STUD STRAP ONBOTH SIDES OF OPENINGUSE 4'x8' 34" ADVANTECH FROM TOP CORNERDOWN ON EACH END.ATTACH SHEATHING WITH 8D NAILS @ 3" O.C. TOALL PLATES, STUDS, HEADER AND BLOCKING(3) 2X6" POSTNAIL SHEATHING TO BOTH P.T. SILLPLATE AND BOTTOM WALL PLATEWITH 8D NAILS @ 3" 0.C., TYP.NAIL TOP PLATE TO HEADER WITH (2)ROWS OF 16D NAILS @ 3" O.C.BOTTOM WALL PLATE NAILED TO P.T. SILL PLATEWITH (2) 16D NAILS BESIDE EVERY STUD, TYP.SILL PLATE ANCHORED WITH 12" ANCHOR BOLTSAND 2X2" PLATE WASHERS WITH NUTS.(2) PER BRACED WALL SECTION, TYP.NAIL KING STUD TO HEADER WITH(6) 16D NAILS8'-0"GARAGE DOOR HEIGHT2'-0"9'-0"GARAGE DOOR WIDTHFOR PANEL SPLICE (IF NEEDED),PROVIDE BLOCKING AT PANEL EDGESAND PROVIDE WITHIN MIDDLE 24" OFWALL HEIGHT11'-10 1/2"(2) 2x12" HEADER11 1/4"Scale:1FIRST FLOOR FRAMING PLAN1/4" = 1'-0"FIRST FLOOR PLAN FRAMING PLAN1/4"=1'-0"scale:scale:S1.1CHAO DESIGNS, PLLC 128 SNELL STREET, AMHERST, MA 01002EMAIL: chao.maria@gmail.com CELL: 413.461.6448sheet:sheet:date:date:PROJECTNORTH8.21.23 11'-0"9-1/2" TJIS @ 16" O.C.(2x6" CEILING JOISTSFOR 8' CEILING)9-1/2" TJIS @ 16" O.C.(2x6" CEILING JOISTSFOR 8' CEILING)9' W X 8' HGARAGE DOORROOF TRUSSES WITH STRAPPINGFOR GYPBOARD CEILING2X FRAMINGAT FRONTPORCH ROOFROOF TRUSSES WITHSTRAPPING FORGYPBOARD CEILING2X FRAMING AT BACKDECK ROOFTRUSS ROOF ATSCREEN PORCH13'-0"11'-0"16'-5 1/2"9-1/2" TJIS @ 16" O.C.(10' CEILING)9-1/2" TJIS @ 16" O.C.(2x6" CEILING JOISTSFOR 8' CEILING)BEAM 10BEAM 11HEADER HEADERHEADER HEADER7'-0"4'-8"4'-8"2'-4"2'-3 3/4"2'-4"3'-0"9'-0"9'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"3'-0"2'-0"9'-4"3'-0"6'-0 3/4"2'-0"BEAM 15BEAM 13BEAM 14HEADERHEADER11'-5"SPAN2X FRAMING AROUNDOPENING AT FLOOR2X FRAMING AROUNDOPENING AT FLOOR3'-0"POST 10POST 11POST 12POST 13POST 14POST 15POST 16DOUBLE JOISTDSDSDSDSDSDSDSDSDS2'-4"ATTIC HATCHAT CEILING7'-7 1/2"8'-4 1/2"7'-7 1/2"9'-10 3/4"FRAMING TO FIRSTSTAIR TREAD7'-1"DSABC2X6" INTERIOR WALL2X6" INTERIOR WALL2X6" INTERIOR WALL2X6" INTERIOR WALL2'-0"DOUGLAS FIR BEAMS 13, 14, 15CONNECTED WITH PITZL-HVPCONNECTORS TO CORNERPOSTSDOUGLAS FIR BEAMS + P.T.6X6" POSTS CONNECTED WITHPITZL-HVP CONNECTORS8' CEILING9-1/2" TJIS @ 16" O.C.(2x6" CEILING JOISTSFOR 8' CEILING)DOUGLAS FIR BEAMS HUNGOFF 6X6" POSTS IN WALLFRAMING12'-0"13'-6"1'-4"START FIRST 16" BAY AT EAST WALL(FOR HVAC DUCTWORK ALIGNMENTS)HEADER(5) RISERS DOWNTO GRADE9' W X 8' HGARAGE DOOR1/4"=1'-0"scale:scale:S1.2CHAO DESIGNS, PLLC 128 SNELL STREET, AMHERST, MA 01002EMAIL: chao.maria@gmail.com CELL: 413.461.6448sheet:sheet:date:date:PROJECTNORTHScale:1SECOND FLOOR + ROOF FRAMING PLAN1/4" = 1'-0"SECOND FLOOR FRAMING PLAN + LOWER ROOF FRAMINGScale:1ALOWER CEILING OVER KITCHEN, BATHROOM 101 + ENTRY AREA1/4" = 1'-0"8.21.23 ROOF TRUSSESROOF TRUSSESROOF TRUSSES2X FRAMING AT ROOF VALLEY2X FRAMING AT ROOFOVER BACK DECK2X FRAMING AT ROOFOVER FRONT DECKROOF TRUSSES6'-0"3'-0"3'-0"4'-8"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"HEADER4'-0"4'-0"HEADERHEADERATTIC HATCHAT CEILINGDSDSDSDSDSDSDSDSDSDN4" RADON PIPE8'-10 1/2"FRAMING TOFIRST STAIRTREADDS2X6" INTERIOR WALL1/4"=1'-0"scale:scale:S1.3CHAO DESIGNS, PLLC 128 SNELL STREET, AMHERST, MA 01002EMAIL: chao.maria@gmail.com CELL: 413.461.6448sheet:sheet:date:date:PROJECTNORTHROOF FRAMING8.21.23