Loading...
200605-193 Emerson Permit DocsLIST OF DRAWINGS A0.1 A1.0 A1.1 A1.3 A3.1 A3.2 A4.1 A4.1 A5.0 A5.1 A5.2 A5.3 A6.1 A7.1 A7.2 A7.3 A8.1 A9.1 GENERAL NOTES & SITE PLAN BASEMENT PLAN FIRST FLOOR PLAN ROOF PLAN ELEVATIONS ELEVATIONS BUILDING SECTIONS BUILDING SECTIONS DETAILED WALL & FLOOR ASSEMBLIES, AIR SEALING … WALL SECTIONS & DETAILS WALL SECTIONS & DETAILS WALL SECTIONS & DETAILS EXTERIOR CONSTRUCTION DETAILS KITCHEN & MUDROOM INTERIOR ELEVATIONS BATH INTERIOR ELEVATIONS LIVING ROOM INTERIOR ELEVATIONS FURNITURE PLAN DOOR AND WINDOW SCHEDULE & DETAILS C&H Architects 193 EMERSON WAY LOCUS PLAN 193 Emerson Way June 5th, 2020 Permit Documents Builder: Keiter Builders Inc. 35 Main Street Florence, MA Architect: Garth Schwellenbach, AIA C&H Architects Amherst, MA 413.549.3616 www.candharchitects.com C&H Architects© 2020 Coldham & Hartman Architects This drawing is not intended nor shall it be used for constructionunless the signed seal of a design professional is affixed.193 Emerson WayFlorence MAA0.1 File: 20-08 Keiter 193 Emerson S+A Print Date: 6/5/20Project No. Scale: Drawn By: Checked By: 20-08 SW GS 5 June 2020 Permit Documents GENERAL NOTES & SITE PLAN SOUT H 15' - 0"15' - 0"25' - 0"LOT 26 LOT 27 STREET 193 EMERSON WAY 2020-06-05 A0.0 Code Summary.docx {Note: When PDF’ing - use custom paper size 5”x36”} CODE SUMMARY BUILDING HEIGHT 21’ above average grade STORIES 1 FOOTPRINT 2,798 sf (Including Porch) TOTAL BUILDING AREA 2,655 sf (Including Garage) TOTAL CONDITIONED AREA 1,876 SF (Gross) 2020-06-05 A9.2 Window Dwg Notes.docx {Note: When PDF’ing - use custom paper size 5”x36”} WINDOW INSTALLATION NOTES 1. PROVIDE SAFETY GLAZING AT ALL WINDOWS AS REQUIRED BY CODE. 2. VERIFY CONDITIONS AND DIMENSIONS IN THE FIELD PRIOR TO ORDERING WINDOWS AND FRAMING OPENINGS. 3. WINDOW WIDTH & HEIGHT DIMENSIONS INDICATE WINDOW UNIT SIZE (NOT ROUGH OPENING). ROUGH OPENING DIMENSIONS ARE PER MANUFACTURER’S SPECIFICATIONS. 4. VERIFY SILL HEIGHTS AND OPERATION OF WINDOWS WITH SCHEDULES AND TYPES. 5. P.H. (PLATE HEIGHT) INDICATED ON PLANS EQUALS THE TOP OF ROUGH OPENING FRAMING AT SILL. REVIEW ROUGH OPENING AND PLATE HEIGHTS WITH ARCHITECT PRIOR TO FRAMING. 6. FILL VOIDS BETWEEN FRAMES AND ROUGH OPENINGS WITH LOW EXPANSION SPRAY FOAM INSULATION, SEE SPECIFICATIONS FOR MORE INFO. 7. IF APPLICABLE, SEE STRUCTURAL DRAWINGS FOR HEADER SCHEDULE. 8. PROVIDE SHIMS AS REQUIRED. 9. PROVIDE INSECT SCREENS AT ALL OPERABLE WINDOWS. 2020-06-05 A0.0 General Notes.docx {Note: When PDF’ing - use custom paper size 5”x36”} GENERAL NOTES 1. ALL WORK SHALL BE IN COMPLIANCE WITH 9TH EDITION MA CODE (2015 IBC/IRC/IEC) WITH MASSACHUSETTS AMENDMENTS AND THE CURRENT MAAB & ADA REGULATIONS FOR ACCESSIBLE DESIGN. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH ALL STATE AND LOCAL CODES AND ORDINANCES. 2. DIMENSIONS TO NEW CONSTRUCTION - ARE TO FACE OF CONCRETE & WOOD OR METAL FRAMING UNLESS NOTED OTHERWISE. DIMENSIONS TO EXISTING CONSTRUCTION – ARE TO FACE OF FINISH. 3. DO NOT SCALE DIMENSIONS FROM DRAWINGS. USE CALCULATED DIMENSIONS ONLY. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 4. THE CONTRACTOR SHALL APPLY FOR AND SUPPLY ALL BUILDING AND TRADE PERMITS. 5. THE CONTRACTOR SHALL AT ALL TIMES ADEQUATELY PROTECT THE BUILDING AND SITE FROM DAMAGE DUE TO CONTRACT OPERATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE AS A RESULT OF CONTRACT OPERATIONS AND SHALL REPAIR AND/OR REPLACE DAMAGED AREAS TO THEIR ORIGINAL CONDITIONS. 6. THE CONTRACTOR SHALL KEEP THE BUILDING CLOSED AND SECURE AT ALL TIMES AND PROTECT THE BUILDING AND SITE FROM THEFT AND/OR VANDALISM. 7. IF APPLICABLE, SEE ALTERNATES IN SPECIFICATIONS FOR ADDITIONAL WORK NOT NOTED ON DRAWINGS. 8. CONTRACTOR TO VERIFY ALL BEARING LINES ARE CONTINUOUS AND PROPERLY TRANSFERRED TO FOUNDATION. IMMEDIATELY BRING ANY STRUCTURAL DISCREPENCIES TO THE ATTENTION OF THE ARCHITECT. 9. WINDOW & DOOR WIDTH & HEIGHT DIMENSIONS GIVEN TO WINDOW & DOOR UNIT (NOT ROUGH OPENING). VERIFY EMERGENCY ESCAPE DIMENSIONS IN SLEEPING ROOMS (IF REQUIRED). PH DESIGNATES PLATE HEIGHT, WHICH IS THE ROUGH OPENING FOR FRAMING. 10. INSTALL DRAFTSTOPPING PER CODE AT ALL RATED ASSEMBLIES AND MECHANICAL CHASES. COORDINATE ACOUSTICAL INSULATION IN FLOORS AND WALLS WITH DRAFTSTOPPING REQUIREMENTS. 11. PROVIDE BLOCKING AS REQUIRED FOR, BUT NOT LIMITED TO, THE FOLLOWING: SHELVING, CABINETS, GRAB BARS, BATHROOM ACCESSORIES, HVAC, PLUMBING AND ELECTRICAL EQUIPMENT. 12. ALL EXTERIOR SLABS AND COVERED SURFACES TO BE SLOPED 1/8” PER FOOT MINIMUM AWAY FROM BUILDING. 13. SEE SPECIFICATION AND/OR DRAWINGS FOR DIRECTION ON OWNER FURNISHED AND/OR OWNER INSTALLED MATERIAL. 14. FE – INDICATES FIRE EXTINGUISHER, VERIFY FINAL TYPE WITH THE AUTHORITY HAVING JURISDICTION. 15. WHERE A NEW WALL IS A CONTINUATION OF AN EXISTING WALL, POSITION THE NEW WALL FRAMING OR PAD FRAMING SO THAT THE FINISH SURFACES SHALL BE FLUSH. 16. AT EXISTING FLOORS SCHEDULED TO RECEIVE NEW FLOORING, FILL AND PATCH HOLES, LOW SPOTS AND OTHER DAMAGED AREAS. LEVEL FLOORS AS NEEDED TO PROVIDED A SMOOTH AND LEVEL SURFACE FOR NEW FLOORING. 17. IF YOU KNOW ABOUT VAN HALEN AND THE BROWN M&M’S SAY SO, IF YOU DON’T ASK. REALLY. SCALE: 1" = 20'1 SITE PLAN C&H Architects© 2020 Coldham & Hartman Architects This drawing is not intended nor shall it be used for constructionunless the signed seal of a design professional is affixed.193 Emerson WayFlorence MAA1.0 File: 20-08 Keiter 193 Emerson S+A Print Date: 6/5/20Project No. Scale: Drawn By: Checked By: 20-08 SW GS 5 June 2020 Permit Documents BASEMENT PLANA1PH 3'-6"3'-0" 3'-0"A2PH 3'-6"3'-0" 3'-0"0016'-8" 3'-0" 51/2" 12'-6"8" 16'-0"38'-0"4'-0"12'-0"57'-0"20'-0"5'-0"17'-0"2'-0" 29'-3"26'-9"3'-0"8" 8" 8"5'-4"SLAB ON GRADE CONFIRM DIMENSION WITH BULKHEAD PRODUCT PROVIDER LAYER OF PLYWOOD OVER THERMAX AT BULKHEAD STAIRS SEWING ROOM (INSULATED & HEATED) BASEMENT 2 A4.1 2 A4.1 1 A4.1 1 A4.1 SOUTH WEST EAST UP4A4.14A4.13A4.13A4.13 A4.1 3 A4.1 N 3 4 6 7 8 1/4" = 1'-0" 1001259 C&H Architects© 2020 Coldham & Hartman Architects This drawing is not intended nor shall it be used for constructionunless the signed seal of a design professional is affixed.193 Emerson WayFlorence MAA1.1 File: 20-08 Keiter 193 Emerson S+A Print Date: 6/5/20Project No. Scale: Drawn By: Checked By: 20-08 SW GS 5 June 2020 Permit Documents FIRST FLOOR PLAN 124 8'-0"9'-0"123 8'-0"9'-0"109 6'-8"2'-10"110 6'-8"2'-10"G2 PH 1'-7"5'-6"5'-3"H PH 1'-7"5'-6"2'-8"117 7'-0"6'-0"1036'-8" 3'-0"1056'-8" 3'-0" 113 6'-8"3'-0"112 6'-8"2'-0"118 6'-8"2'-10"104 6'-8"5'-0"1196'-8" 5'-0" 115 6'-8"6'-0"1116'-8" 3'-0"1146'-8" 2'-4"1076'-8" 3'-0"1166'-8" 6'-0"B5PH 3'-7"3'-6" 2'-8"B4PH 3'-7"3'-6" 2'-8"1026'-8" 6'-0"DWREFWD2'-6"16'-0"38'-0"25'-2"16'-10"2'-0" 29'-3"26'-9"57'-0"4'-6"12'-11/2" 5'-9"13'-8"31/2"31/2"5'-1"31/2"31/2"12'-2"5'-9"2'-1"7'-2"2'-1" 7'-21/2"2'-1"31/2" 9'-6"31/2"3'-8"7'-21/2"31/2"3'-3"31/2"51/2" 8'-4" 51/2" 8'-4" 51/2"2'-1"2 A4.1 2 A4.1 1 A4.1 4 A5.2 SOUTH WEST EAST 1 4 3 2 A7.3 2 5 4 3 A7.1 GAS STOVE ALTERNATE FLOORING PROVIDE PERMANENT LADDER FOR WINDOW WELL WOOD DECK AND STEP - SEE DETAILS FOR FIRE SEPARATION AND AIR SEALING WOOD FRAMED LANDING AND DECK WOOD FRAMED LANDING AND DECK HARD SCAPE PATIO CONC. PAD WOOD FRAMED FRONT PORCH BULKHEAD GARAGE SLAB TO PITCH 1/8" TOWARD DOORS WOOD FRAMED STEPS TO HOUSE ASHPALT DRIVEWAY CLOSETCLOSETTOILETRIESLINENCLOSET CLOSET PANTRYGARAGE BEDROOM #1 BATHROOM #1 OFFICE BATHROOM #2 MUDROOM DEN LIVING ROOM SUN ROOM DINING ROOM KITCHEN ENTRY BATHROOM #2 DNB1PH 3'-7"3'-6" 2'-8"DPH 3'-7"3'-6" 7'-10"B2PH 3'-7"3'-6" 2'-8"B3PH 3'-7"3'-6" 2'-8"EPH 1'-3"5'-10" 7'-10"B6PH 2'-4 1/4"3'-6" 2'-8"1227'-0" 3'-0"1207'-0" 9'-0"1016'-8" 4'-0" G1 PH 1'-7"5'-6"5'-3"C PH 3'-7"3'-6"5'-0"121 6'-8"3'-0"F PH 1'-3"5'-10"10'-6"7'-4" 31/2" 1'-4" 31/2" 2'-1" 31/2" 5'-5" 51/2" 10'-10" 51/2" 15'-61/2" 31/2" 13'-2" 31/2" 9'-3" 31/2" 14'-3"51/2"7'-61/2"3'-9"4A4.14A4.13A4.13A4.13 A4.1 3 A5.2 5A5.2 STAIR N 3 4 6 7 8 1/4" = 1'-0" 1001259 C&H Architects© 2020 Coldham & Hartman Architects This drawing is not intended nor shall it be used for constructionunless the signed seal of a design professional is affixed.193 Emerson WayFlorence MAA1.3 File: 20-08 Keiter 193 Emerson S+A Print Date: 6/5/20Project No. Scale: Drawn By: Checked By: 20-08 SW GS 5 June 2020 Permit Documents ROOF PLAN 2 A4.1 2 A4.1 1 A4.1 SOUTH WEST EAST 3:128:128:12 8:12 8:12 8:12 8:12 8:12 4:12 8:124A4.14A4.13A4.13A4.13 A4.1 N 3 4 6 7 8 1/4" = 1'-0" 1001259 C&H Architects© 2020 Coldham & Hartman Architects This drawing is not intended nor shall it be used for constructionunless the signed seal of a design professional is affixed.193 Emerson WayFlorence MAA3.1 File: 20-08 Keiter 193 Emerson S+A Print Date: 6/5/20Project No. Scale: Drawn By: Checked By: 20-08 SW GS 5 June 2020 Permit Documents ELEVATIONS ±0" FIRST FLOOR PLAN +8'-1 1/8" TOP PLATE21'-3"16'-10"17'-8"±0" FIRST FLOOR PLAN +8'-1 1/8" TOP PLATE 3'-0"19'-4"ASPHALT SHINGLE ROOFHARDIE OR SIMILAR BOARD AND BATTEN SIDING BORAL FASCIA AND TRIM BOARDS HARDIE OR SIMILAR LAPPED SIDING WRAPED COLUMNS WOOD FRAMED PORCH PORCH GUARDRAIL SCALE: 1/4" = 1'-0"2 EAST ELEVATION SCALE: 1/4" = 1'-0"1 NORTH ELEVATION C&H Architects© 2020 Coldham & Hartman Architects This drawing is not intended nor shall it be used for constructionunless the signed seal of a design professional is affixed.193 Emerson WayFlorence MAA3.2 File: 20-08 Keiter 193 Emerson S+A Print Date: 6/5/20Project No. Scale: Drawn By: Checked By: 20-08 SW GS 5 June 2020 Permit Documents ELEVATIONS ±0" FIRST FLOOR PLAN +8'-1 1/8" TOP PLATE ±0" FIRST FLOOR PLAN +8'-1 1/8" TOP PLATE SCALE: 1/4" = 1'-0"1 SOUTH ELEVATION SCALE: 1/4" = 1'-0"2 WEST ELEVATION C&H Architects© 2020 Coldham & Hartman Architects This drawing is not intended nor shall it be used for constructionunless the signed seal of a design professional is affixed.193 Emerson WayFlorence MAA4.1 File: 20-08 Keiter 193 Emerson S+A Print Date: 6/5/20Project No. Scale: Drawn By: Checked By: 20-08 SW GS 5 June 2020 Permit Documents BUILDING SECTIONS 1 A5.2 1 A5.1 2 A5.2 -8'-9" BASEMENT PLAN ±0" FIRST FLOOR PLAN +8'-1 1/8" TOP PLATE 5'-0"4'-8"8'-0"2"4"7'-9"1'-0"1 A5.1 5 A5.2 -8'-9" BASEMENT PLAN ±0" FIRST FLOOR PLAN +8'-1 1/8" TOP PLATE STRUCTURAL HEADER TO BE FLUSH FRAMED 2 A5.1 -8'-9" BASEMENT PLAN ±0" FIRST FLOOR PLAN +8'-1 1/8" TOP PLATE SCALE: 1/4" = 1'-0"2 HOUSE SECTION 2 SCALE: 1/4" = 1'-0"1 HOUSE SECTION 1 SCALE: 1/4" = 1'-0"3 SECTION @ SUNROOM C&H Architects© 2020 Coldham & Hartman Architects This drawing is not intended nor shall it be used for constructionunless the signed seal of a design professional is affixed.193 Emerson WayFlorence MAA4.1 File: 20-08 Keiter 193 Emerson S+A Print Date: 6/5/20Project No. Scale: Drawn By: Checked By: 20-08 SW GS 5 June 2020 Permit Documents BUILDING SECTIONS 4 A5.2 3 A5.1 -8'-9" BASEMENT PLAN ±0" FIRST FLOOR PLAN +8'-1 1/8" TOP PLATE 1 A5.3 -8'-9" BASEMENT PLAN ±0" FIRST FLOOR PLAN +8'-1 1/8" TOP PLATE SCALE: 1/4" = 1'-0"4 HOUSE SECTION 4 SCALE: 1/4" = 1'-0"3 HOUSE SECTION 3 C&H Architects© 2020 Coldham & Hartman Architects This drawing is not intended nor shall it be used for constructionunless the signed seal of a design professional is affixed.193 Emerson WayFlorence MAA5.0 File: 20-08 Keiter 193 Emerson S+A Print Date: 6/5/20Project No. Scale: Drawn By: Checked By: 20-08 SW GS 5 June 2020 Permit Documents DETAILED WALL & FLOOR ASSEMBLIES, AIR SEALING DIAGRAM SIDING 3/4" VERTICAL STRAPPING BUILDING WRAP 2" R-ZIP SYSTEM SHEATHING, TAPED AS AIR BARRIER 2X6 WALL FRAMING - 16" O.C. FILL FRAMING CAVITY WITH CELLULOSE INSULATION TO 3.5 PCF MIN. *NOTE: NO CELLULOSE AT GARAGE WALLS INTERIOR WALL FINISH CONCRETE FOUNDATION WALL, SEE FLOOR PLANS & STRUCTURAL PLANS FOR MORE INFORMATION 2 1/2" THERMAX RIGID INSULATION, REFLECTIVE SIDE TO THE INTERIOR, TAPE SEAMS FINISH FLOOR, SEE FINISH SCHEDULE 3/4" T&G SUBFLOOR 2X12 WOOD FLOOR FRAMING 1X FURRING &1/2" GWB AT SEWING ROOM ONLY 4" POURED CONCRETE FLOOR 6 MIL. POLY VAPOR BARRIER 2" TYPE 9 EPS INSULATION (R4.5/IN.), 24" INSIDE PERIMETER, AND FULL AREA OF SEWING ROOM 6" COARSE GRAVEL - RADON COLLECTION 'PLENUM', ROUGH-IN FOR FUTURE USE CONCRETE FOUNDATION WALL, WITH DAMPROOFING AT EXTERIOR 2 1/2" THERMAX RIGID INSULATION, REFLECTIVE SIDE TO THE INTERIOR, TAPE SEAMS 1/2" MR GWB 2 X 4 VERTICAL WOOD FRAMING CELLULOSE INSULATION SEAL SHEATHING TO SILL PLATE TAPED THERMAX TAPE AND FOAM WINDOW PERIMETERS SEAL SHEATHING TO TOP PLATE SEAL CEILING GWB TO TOP PLATE, SEAL AROUND ALL CEILNG PENETRATIONS SCALE: 3" = 1'-0" WALL ASSEMBLY 1 - PLAN SECTION SCALE: 3" = 1'-0" WALL ASSEMBLY 4 - PLAN SECTION SCALE: 3" = 1'-0" FLOOR ASSEMBLY 1 - SECTION SCALE: 3" = 1'-0" FLOOR ASSEMBLY 2 - SECTION SCALE: 3" = 1'-0" WALL ASSEMBLY 5 - PLAN SECTION SCALE: 1" = 1'-0"1 WALL SECTION - AIR SEALING DIAGRAM C&H Architects© 2020 Coldham & Hartman Architects This drawing is not intended nor shall it be used for constructionunless the signed seal of a design professional is affixed.193 Emerson WayFlorence MAA5.1 File: 20-08 Keiter 193 Emerson S+A Print Date: 6/5/20Project No. Scale: Drawn By: Checked By: 20-08 SW GS 5 June 2020 Permit Documents WALL SECTIONS & DETAILSFLOOR ASSEMBLY 2WALL ASSEMBLY 1 FLOOR ASSEMBLY 11'-6" +/-1'-4" 0'-0" (XX.XX) -8'-9" 8'-1 1/8" -1'-3" GRADE INSTALL INTERIOR FOOTING DRAIN AS NEEDED, EVALUATE ON SITE WHEN FOOTING/ FOUNDATION IS BEING POURED, TYP. DAMPROOFING AT FOUNDATION WALL, TYP. VENT BAFFLES 1X FACIA SMOOTH SOFFIT PANELS SOFFIT VENT 2X6 RAFTER TAILS TAPE WINDOW TO SHEATHING FOR CONTINUOUS AIR BARRIER AIR SEAL PERIMETER AND ALL PENETRATIONS IN CEILING CAPILARY BREAK BETWEEN FOUNDATION WALL AND FOOTING 2 1/2" TAPED THERMAX SHEATHING TO TOP PLATE FOR AIR BARRIER LOW EXPANSION SPRAY FOAM AT WINDOW PERIMETER 5/8" ROOF SHEATHING ROOFING SPRAY FOAM PROVIDE FOAM GASKET TO SEPARATE WOOD & CONCRETE, TYP. FIRST FLOOR TOP OF SLAB TOP PLATE TOP OF FOUNDATION WALL SEAL SHEATHING TO SILL PLATE FLOOR ASSEMBLY 21'-4"FLOOR ASSEMBLY 1WALL ASSEMBLY 4 0'-0" -8'-9" 8'-1 1/8" -0'-1" GRADE WOOD FRAMED LANDING AND STEPS SOFFIT VENT SMOOTH PANEL CEILING TO MATCH SOFFITS WRAPPED POST AND COLUMN STICK FRAMED 2X6 OVERHANG ROOF LOOSE FILL CELLULOSE VENT BAFFLES SLIDING DOOR - TAPE PERIMETER TO SHEATHING FOR CONTINUOUS AIR BARRIER CLEAR PINE T&G CEILING OVER TAPED GWB OR AIR BARRIER MEMBRANE SCISSOR TRUSS AIR SEAL PERIMETER AND ALL PENETRATIONS IN CEILING SHEATHING TO TOP PLATE FOR AIR BARRIER SHEATHING TO SILL PLATE FOR AIR BARRIER FIRST FLOOR TOP OF SLAB TOP PLATE TOP OF LANDING 8'-1 1/8" TOP PLATE SCALE: 1" = 1'-0"1 TYPICAL WALL SECTION SCALE: 1" = 1'-0"2 SECTION @ SUNROOM PORCH SCALE: 1" = 1'-0"3 WALL SECTION @ GARAGE - NORTH C&H Architects© 2020 Coldham & Hartman Architects This drawing is not intended nor shall it be used for constructionunless the signed seal of a design professional is affixed.193 Emerson WayFlorence MAA5.2 File: 20-08 Keiter 193 Emerson S+A Print Date: 6/5/20Project No. Scale: Drawn By: Checked By: 20-08 SW GS 5 June 2020 Permit Documents WALL SECTIONS & DETAILSFLOOR ASSEMBLY 2WALL ASSEMBLY 5 FLOOR ASSEMBLY 111" 0'-0" (XX.XX) -8'-9" INSTALL INTERIOR FOOTING DRAIN AS NEEDED, EVALUATE ON SITE WHEN FOOTING/ FOUNDATION IS BEING POURED, TYP. SLOPED SLAB IN GARAGE 2" R-ZIP SYSTEM SHEATHING, TAPED AS AIR BARRIER 5/8" GWB TYPE 'X' CONTINUOUS AT STEP & RISERS 2" R-ZIP SYSTEM SHEATHING, TAPED AS AIR BARRIER 5/8" GWB TYPE 'X'EDGE OF WALL BEYOND PT WOOD STEP FRAMING SOLID WOOD STEP FINISH FLOOR & RISERS WITH PLYWOOD ZIP SYSTEM SHEATHING, TAPED AS AIR BARRIER FILL STEP CAVITY WITH SPRAY FOAM FILL FRAMING CAVITY WITH CELLULOSE INSULATION TO 3.5 PCF MIN. FIRST FLOOR TOP OF SLAB SEWING ROOM GARAGE 0'-0" (XX.XX) -1'-3" PITCHED GARAGE SLAB 2" R-ZIP SYSTEM SHEATHING, TAPED AS AIR BARRIER 5/8" GWB TYPE 'X' FIRST FLOOR TOP OF FOUNDATION WALL MUDROOM GARAGE FLOOR ASSEMBLY 2WALL ASSEMBLY 5 FLOOR ASSEMBLY 1-1'-3" 0'-0" SLOPED SLAB IN GARAGE 2" R-ZIP SYSTEM SHEATHING, TAPED AS AIR BARRIER 5/8" GWB TYPE 'X' SPRAY FOAM FILL FRAMING CAVITY WITH CELLULOSE INSULATION TO 3.5 PCF MIN. STAIR TO BASEMENT SEWING ROOM TOP OF FOUNDATION WALL FIRST FLOOR GARAGE WALL ASSEMBLY 1 -0'-8 1/2" DAMPROOFING AT FOUNDATION WALL, TYP. SLOPED GARAGE SLAB *DO NOT FILL FRAMING CAVITY WITH INSULATION @ GARAGE TOP OF FOUNDATION WALL FLOOR ASSEMBLY 2WALL ASSEMBLY 5FLOOR ASSEMBLY 1WALL ASSEMBLY 1 0'-0" (XX.XX) -8'-9" -0'-8 1/2" PROVIDE LEDGER OR STRUCTURAL WALL TO SUPPORT FLOOR FRAMING ZIP SYSTEM SHEATHING, TAPED AS AIR BARRIER 5/8" GWB TYPE 'X' FINISH FLOOR WITH PLYWOOD SPRAY FOAM NOTCH ENDS OF FLOOR FRAMING TO ACCOMMODATE FOUNDATION WALL FILL FRAMING CAVITY WITH CELLULOSE INSULATION TO 3.5 PCF MIN. FIRST FLOOR TOP OF SLAB SEWING ROOM TOP OF FOUNDATION WALL GARAGE SCALE: 1" = 1'-0"4 DETAIL @ GARAGE FLOOR SOUTH SCALE: 1" = 1'-0"2 DETAIL @ MUDROOM - GARAGE SCALE: 1" = 1'-0"3 SECTION @ BASEMENT STAIR SCALE: 1" = 1'-0"1 WALL SECTION @ GARAGE - WEST SCALE: 1" = 1'-0"5 DETAIL @ GARAGE FLOOR WEST C&H Architects© 2020 Coldham & Hartman Architects This drawing is not intended nor shall it be used for constructionunless the signed seal of a design professional is affixed.193 Emerson WayFlorence MAA5.3 File: 20-08 Keiter 193 Emerson S+A Print Date: 6/5/20Project No. Scale: Drawn By: Checked By: 20-08 SW GS 5 June 2020 Permit Documents WALL SECTIONS & DETAILS 8"12"1'-4" 0'-0" (XX.XX)-0'-1" 8'-10 1/8" 8'-1 1/8"STRUCTURAL WOOD BEAM FRAMING BUILD OUT BEAM 6X6 PT WOOD POST WRAPPED IN WOOD, BEYOND 6X6 PT WOOD POST BEYOND PORCH PIER HOUSE FOUNDATION WALL PORCH ROOF TRUSS BOTTOM OF BEAM BEYOND 2X10 PT WOOD DECK FRAMING DECKING FLASHING FIRST FLOORTOP OF DECK TOP PLATE/TOP OF BEAM FOR PORCH TRUSS HOUSE TOP PLATE PORCH CEILING SCALE: 1" = 1'-0"1 WALL SECTION @ FRONT PORCH C&H Architects© 2020 Coldham & Hartman Architects This drawing is not intended nor shall it be used for constructionunless the signed seal of a design professional is affixed.193 Emerson WayFlorence MAA6.1 File: 20-08 Keiter 193 Emerson S+A Print Date: 6/5/20Project No. Scale: Drawn By: Checked By: 20-08 SW GS 5 June 2020 Permit Documents EXTERIOR CONSTRUCTION DETAILS 1'-51/2"2'-3"2" 3" 4"PAINTED WOOD BRACKET FRIEZE BOARD FASCIA MOUNTING BLOCK SCALE: 1 1/2"= 1'-0"1 BRACKET DETAIL C&H Architects© 2020 Coldham & Hartman Architects This drawing is not intended nor shall it be used for constructionunless the signed seal of a design professional is affixed.193 Emerson WayFlorence MAA7.1 File: 20-08 Keiter 193 Emerson S+A Print Date: 6/5/20Project No. Scale: Drawn By: Checked By: 20-08 SW GS 5 June 2020 Permit Documents KITCHEN & MUDROOM INTERIOR ELEVATIONSDWREF2 5 4 3 A7.1 HANGING ROD MOUNTED UNDER CABINETS WD 7 10 9 8 A7.1 SCALE: 1/2" = 1'-0"1 KITCHEN DETAILED PLAN SCALE: 1/2" = 1'-0"5 KITCHEN/DINING WEST SCALE: 1/2" = 1'-0"2 KITCHEN/DINING SOUTH SCALE: 1/2" = 1'-0"3 KITCHEN/DINING EAST SCALE: 1/2" = 1'-0"4 KITCHEN/DINING NORTH SCALE: 1/2" = 1'-0"8 MUDROOM EAST SCALE: 1/2" = 1'-0"9 MUDROOM NORTH SCALE: 1/2" = 1'-0"10 MUDROOM WEST SCALE: 1/2" = 1'-0"7 MUDROOM SOUTH SCALE: 1/2" = 1'-0"6 MUDROOM DETAILED PLAN C&H Architects© 2020 Coldham & Hartman Architects This drawing is not intended nor shall it be used for constructionunless the signed seal of a design professional is affixed.193 Emerson WayFlorence MAA7.2 File: 20-08 Keiter 193 Emerson S+A Print Date: 6/5/20Project No. Scale: Drawn By: Checked By: 20-08 SW GS 5 June 2020 Permit Documents BATH INTERIOR ELEVATIONS 2 5 4 3 A7.2 7 10 9 8 A7.2 SCALE: 1/2" = 1'-0"1 BATHROOM #1 DETAILED PLAN SCALE: 1/2" = 1'-0"6 BATHROOM #2 DETAILED PLAN SCALE: 1/2" = 1'-0"5 BATHROOM #1 WEST SCALE: 1/2" = 1'-0"4 BATHROOM #1 NORTH SCALE: 1/2" = 1'-0"3 BATHROOM #1 EAST SCALE: 1/2" = 1'-0"2 BATHROOM #1 SOUTH SCALE: 1/2" = 1'-0"9 BATHROOM #2 NORTH SCALE: 1/2" = 1'-0"10 BATHROOM #2 WEST SCALE: 1/2" = 1'-0"8 BATHROOM #2 EAST SCALE: 1/2" = 1'-0"7 BATHROOM #2 SOUTH C&H Architects© 2020 Coldham & Hartman Architects This drawing is not intended nor shall it be used for constructionunless the signed seal of a design professional is affixed.193 Emerson WayFlorence MAA7.3 File: 20-08 Keiter 193 Emerson S+A Print Date: 6/5/20Project No. Scale: Drawn By: Checked By: 20-08 SW GS 5 June 2020 Permit Documents LIVING ROOM INTERIOR ELEVATIONS3'-0"5"1'-2"41/2" 8'-3"41/2" 1'-2"5"7'-5"PAINTED WOOD PANELS PAINTED WOOD COLUMNS PAINTED WOOD CASING PAINTED WOOD SHELF 4'-0"3'-81/2"PAINTED ADJUSTABLE WOOD SHELVES TOP OF SHELVES FLUSH WITH WINDOW SILLPAINTED WOOD MANTEL AND SURROUND SCALE: 1/2" = 1'-0"1 LIVING RM SOUTH SCALE: 1/2" = 1'-0"3 LIVING RM NORTH SCALE: 1/2" = 1'-0"4 LIVING RM WEST SCALE: 1/2" = 1'-0"2 LIVING RM EAST C&H Architects© 2020 Coldham & Hartman Architects This drawing is not intended nor shall it be used for constructionunless the signed seal of a design professional is affixed.193 Emerson WayFlorence MAA8.1 File: 20-08 Keiter 193 Emerson S+A Print Date: 6/5/20Project No. Scale: Drawn By: Checked By: 20-08 SW GS 5 June 2020 Permit Documents FURNITURE PLANDWREFWD WOOD FRAMED LANDING AND DECK WOOD FRAMED LANDING AND DECK HARD SCAPE PATIO GARAGE BEDROOM #1 BATHROOM #1 OFFICE BATHROOM #2 MUDROOM DEN LIVING ROOM SUN ROOM DINING ROOM KITCHEN ENTRY BATHROOM #2 DNSTAIR C&H Architects© 2020 Coldham & Hartman Architects This drawing is not intended nor shall it be used for constructionunless the signed seal of a design professional is affixed.193 Emerson WayFlorence MAA9.1 File: 20-08 Keiter 193 Emerson S+A Print Date: 6/5/20Project No. Scale: Drawn By: Checked By: 20-08 SW GS 5 June 2020 Permit Documents DOOR AND WINDOW SCHEDULE & DETAILS WINDOW SCHEDULE MARK A1 A2 B1 B2 B3 B4 B5 B6 C D E F G1 G2 H J QUANTITY 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 16 SIZE ( WIDTH X HEIGHT) 3'-0"×3'-0" 3'-0"×3'-0" 2'-8"×3'-6" 2'-8"×3'-6" 2'-8"×3'-6" 2'-8"×3'-6" 2'-8"×3'-6" 2'-8"×3'-6" 5'-0"×3'-6" 7'-10"×3'-6" 7'-10"×5'-10" 10'-6"×5'-10" 5'-3"×5'-6" 5'-3"×5'-6" 2'-8"×5'-6" 2'-0"×2'-0" TYPE CASEMENT CASEMENT CASEMENT CASEMENT CASEMENT CASEMENT CASEMENT CASEMENT CASEMENT (3) CASEMENT (3) DOUBLE HUNG (4) DOUBLE HUNG (2) DOUBLE HUNG (2) DOUBLE HUNG DOUBLE HUNG FIXED NOTES TEMPERED SAFETY GLAZING - FROSTED GLAZING? REVIEW WITH S+A DOOR SCHEDULE NO. 001 101 102 103 104 105 107 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 ROOM NAME SEWING ROOM KITCHEN ENTRY DEN DEN MUDROOM MUDROOM BATHROOM #2 BATHROOM #2 BEDROOM #1 BEDROOM #1 BATHROOM #1 BATHROOM #1 BEDROOM #1 BEDROOM #1 BEDROOM #1 OFFICE OFFICE SUN ROOM ENTRY GARAGE GARAGE GARAGE WIDTH 3'-0" 4'-0" 6'-0" 3'-0" 5'-0" 3'-0" 3'-0" 2'-10" 2'-10" 3'-0" 2'-0" 3'-0" 2'-4" 6'-0" 6'-0" 6'-0" 2'-10" 5'-0" 9'-0" 3'-0" 3'-0" 9'-0" 9'-0" HEIGHT 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 7'-0" 6'-8" 6'-8" 7'-0" 6'-8" 7'-0" 8'-0" 8'-0" NOTES REVIEW WINDOW INSTALLATION DETAILS WITH ARCHITECT WHEN WINDOW BRAND AND MODELS ARE SELECTED CONTINUOUS GARAGE HEADERSum vertical load capacitiesSHIPPING INFORMATION: DESIGNED BY: Doug Hodgins JOB: Allen Keiter/Allen/193 EmersonWest Hatfield Ma.21 West St.rk Miles Inc.Scale: 3/16" = 1'NOTES:SHEET NUMBER: 1 1st walls LAYOUT FINAL N/AN/A ISSUE:DATE: N/A N/A 06/17/20 DESCRIPTION: FINAL N/A N/A 193 Emerson Way vertical load capacity.See Boise literature for joistSee Boise literature for joist blockingbirdsmouth cut in bottomhigh end of rafter.2x4 one side for 135 PLF max.2x6 one side for 240 PLF max. D2X2N2X1S2X ROOF FRAMING PLAN ------- Beam & Ledger Material ------- Type Qty. Product Length ------ ---- ------- ------ B4 2 Spruce-Pine-Fir #2 2 x 10 18' 0" B5 2 v v 10' 0" B6 2 v v 10' 0" Total length: 76' 0" ------- Header Material ------- Type Qty. Product Length ------ ---- ------- ------ B1 2 1-3/4x9-1/2 VERSA-LAM 2.0 3100 10' 0" B2 2 v v 10' 0" Total length: 40' 0" B3 2 1-3/4x11-7/8 VERSA-LAM 2.0 310 10' 0" B7 2 v v 10' 0" Total length: 40' 0" B8 2 Spruce-Pine-Fir #2 2 x 10 10' 0" B9 2 v v 12' 0" Total length: 44' 0" ------- Post Material ------- Type Qty. Product Length ------ ---- ------- ------ P1 3 Column by others 8' 1-1/8" Total length: 24' 3-3/8"All product names are trademarks of their respective owners SO BU HROOF TRUSSES 24” O/COVITITHUHHLS 23RThis layout has been created using the information from the plan provided, and/or verbal informationfrom the general contractor. r.k Miles assumes no responsibility for this layout ifaltered during construction or any of the structural members shown are not supplied by r.k. MilesIt is the responsibility of the building contractor / owner to install and / or oversee the installationof all the engineered wood components to assure compliance with the manufacturers specifications.If anychanges are made to this project after the completion of our layout contact RK Miles immediately DESIGN ASSUMPTIONS ==================== Loads: T/C Live: 35 psf B/C Live: 0 psf T/C Dead: 10 psf B/C Dead: 0 psf Load Case: Snow Deflection Criteria: L/360 Live L/240 Total Building Code: IBC/IRC (Allowable Stress De Design assumes continuous lateral bracing for both edges.1304lbs2356lbs2452lbsB12 plyB22 plyB32 plyB72 plyB82 plyB92 plyB42 plyB52 plyB62 ply 2-STHD14 STRAPS EMBEDDED INTO POURSum vertical load capacitiesSHIPPING INFORMATION: DESIGNED BY: Doug Hodgins JOB: Allen Keiter/Allen/193 EmersonWest Hatfield Ma.21 West St.rk Miles Inc.Scale: 1/4" = 1'NOTES:SHEET NUMBER: 1 foundation LAYOUT FINAL N/AN/A ISSUE:DATE: N/A N/A 06/17/20 DESCRIPTION: FINAL N/A N/A 193 Emerson Way vertical load capacity.See Boise literature for joistSee Boise literature for joist blockingbirdsmouth cut in bottomhigh end of rafter.2x4 one side for 135 PLF max.2x6 one side for 240 PLF max. D2X2N2X1ST FLOOR FRAMING PLAN2X R ------- Floor Framing Material ------- Type Qty. Product Length ------ ---- ------- ------ J1 45 Spruce-Pine-Fir #2 2 x 12 16' 0" R1 15 v v 16' 0" J2 46 v v 14' 0" R2 2 v v 14' 0" J3 13 v v 12' 0" R3 4 v v 12' 0" R4 3 v v 6' 0" R5 1 v v 4' 0" R6 2 v v 2' 0" RXX (R/L) v v 3' 0" Total length: 1865' 0" ------- Beam & Ledger Material ------- Type Qty. Product Length ------ ---- ------- ------ B1 2 1-3/4x9-1/2 VERSA-LAM 2.0 3100 24' 0" B2 2 v v 46' 0" B5 2 v v 18' 0" Total length: 176' 0" G3 2 Spruce-Pine-Fir #2 2 x 12 5' 0" G4 1 v v 6' 0" Total length: 16' 0" ------- Post Material ------- Type Qty. Product Length ------ ---- ------- ------ P1 8 Column by others 8' 1-1/8" Total length: 64' 9" ------- Miscellaneous Materials ------- Type Qty. Product Length ------ ---- ------- ------ XXX (R/L) Spruce-Pine-Fir #2 2 x 12 74' 0" Total length: 74' 0"All product names are trademarks of their respective owners SO BU HROOVITITHUHHLS 23RThis layout has been created using the information from the plan provided, and/or verbal informationfrom the general contractor. r.k Miles assumes no responsibility for this layout ifaltered during construction or any of the structural members shown are not supplied by r.k. MilesIt is the responsibility of the building contractor / owner to install and / or oversee the installationof all the engineered wood components to assure compliance with the manufacturers specifications.If anychanges are made to this project after the completion of our layout contact RK Miles immediately DESIGN ASSUMPTIONS ==================== Loads: T/C Live: 40 psf B/C Live: 0 psf T/C Dead: 10 psf B/C Dead: 0 psf Load Case: Live Deflection Criteria: L/360 Live L/240 Total Building Code: IBC/IRC (Allowable Stress De Design assumes continuous lateral bracing for both edges. ------------- Connector List -------------ID# Qty Model Number Note Carrying mbr fasteners (top/face) Carried mbr fasteners (hip/jack) Skew Slope Top Detail----------------------------------------------------------------------------------------------------------------------------------------------------------------------------H1 6 LUS28 6 10d 3 10d C17128X.pdf----------------------------------------------------------------------------------------------------------------------------------------------------------------------------6791lbs4542lbs8311lbs7732lbs7822lbs7583lbs7120lbs3232lbsR1R1R1R1R1R1R1R1R1R1R1R1R1R1R1R2R2R3R3R3R3R4R4R4R5R6RXXJ116" ocJ116" ocJ216" ocJ216" ocJ316" ocB12 plyB22 plyB52 plyG32 plyG41 plyH1H1