Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Young - PERMIT Layout
30683441DH2868 28 7546 31DN VINYL VINYL BATH DECK WOOD DW VINYL FRIG WOOD UP DN MSTR BR BR1BR2 KITCHEN HALL LIVING ROOM WOODWOOD WOOD NEW VINYL WINDOW. U-FACTOR=.27 RO = 34.5" x 39" NEW 'ESSENTIALS' SLIDING GLASS DOOR BY MARVIN. U-FACTOR = .29 RO = 70.5" x 80" * (2) NEW VINYL WINDOWS U-FACTOR=.27 NEW FIBERGLASS DOOR BY THERMA-TRU U-FACTOR=.26 W2536 3068 28 7546 31 2868 9 3068DN 8' 4'-1"2'-1"14'-6"HALF WALL UNDER RECESSED CABINET GAS RANGE W/ VENT HOOD TO EXTERIOR NEW ENLARGED VINYL WINDOW. U-FACTOR=.27 RO = 75" x 48.75" CABINET MUDROOM WOOD TILE DW FRIG DN DN MSTR BR BR1BR2 KITCHEN LIVING ROOM - DEMO TO STUDS, REMOVE ALL CABINETS, APPLIANCES, COUNTERS, FIXTURES AND VINYL FLOORING. - INTERIOR WALL FRAMING AS SHOWN. - REPLACE DINING ROOM SLIDING DOOR WITH NEW. - NEW ENLARGED WINDOW AT SINK LOCATION. - NEW CABINETS, APPLIANCES, FIXTURES, COUNTERTOPS AND FLOORING. - RELOCATE APPLIANCES INCL GAS LINE TO STOVE. - ELECTRICAL & PLUMBING WORK AS NEEDED THROUGHOUT. - 8' x 14'-6" MUDROOM - MATERIALS AND CONSTRUCTION AS SHOWN IN SECTIONS. -16.8' TO SIDE YARD PROPERTY LINE (24.8' BEFORE 8' ADDITION). ADDITION WORK: 16.8' TO PROPERTY LINE NEW MUDROOM ADDITION BENCH TABLE R802.5.1(6)RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling attached to rafters, L/? = 240)RAFTERSPACING(inches)SPECIESAND GRADEDEAD LOAD = 10 psfDEAD LOAD = 20 psf2 × 42 × 62 × 82 × 102 × 122 × 42 × 62 × 82 × 102 × 12Maximum rafter spansa(feet-inches)(feet-inches)(feet-inches)(feet-inches)(feet-inches)(feet-inches)(feet-inches)(feetinches)(feet-inches)(feet-inches)Spruce-pine-fir#26-49-912-415-117-66-29-011-513-1116-2TABLE R802.4(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/? = 240)CEILING JOISTSPACING (inches)SPECIES AND GRADEDEAD LOAD = 10 psf2 × 42 × 62 × 82 × 10Maximum ceiling joist spans(feet - inches)(feet - inches)(feet - inches)(feet - inches)Spruce-pine-fir#28-712-1016-319-10R802.7.1.2 Ceiling Joist Taper CutTaper cuts at the ends of the ceiling joist shall not exceed one-fourth the depth of themember in accordance with Figure R802.7.1.2. 2-2 × 86-1015-1125-425-1125-224-725-424-724-12 2-2 × 108-527-326-627-326-325-726-625-725-02 2-2 × 129-928-527-628-527-326-627-626-625-103 3-2 × 88-417-516-817-516-525-926-815-925-22 3-2 × 1010-619-128-229-1 Spruce-pine-fir#29-412-315-517-109-111-614-116-3Northampton4035117SNOW LOADS City/TownGroundSnow Load,Pg (psf)Minimum FlatRoof SnowLoad,f1 (psf)Basic WindSpeed, Vult(mph)CLIMATEZONEFENESTRATIONU-FACTORbSKYLIGHTbU-FACTORGLAZEDFENESTRATIONSHGCb, eCEILINGR-VALUEWOODFRAMEWALLR-VALUEMASSWALLR-VALUEiFLOORR-VALUEBASEMENTcWALLR-VALUESLABdR-VALUE&DEPTHCRAWLSPACEcWALLR-VALUE1NR0.750.2530133/41300020.400.650.2538134/61300030.350.550.253820 or 13+ 5h8/13195/13f05/134 exceptMarine0.350.550.404920 or 13+ 5h8/131910 /1310, 2 ft10/135 andMarine 40.300.55NR4920 or 13+ 5h13/1730g15/1910, 2 ft15/19g. Or insulation sufficient to fill the framing cavity, R-19 minimum.TABLE R802.4(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/? = 240)CEILING JOISTSPACING (inches)SPECIES AND GRADEDEAD LOAD = 5 psf2 × 42 × 62 × 82 × 10Maximum ceiling joist spans(feet - inches)(feet - inches)(feet - inches)(feet - inches)Spruce-pine-fir#210-916-1122-4Note a TABLE R602.7(1) GIRDER SPANSa AND HEADER SPANSa FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, southern pine and spruce-pine-firb and required number of jack studs) GIRDERS AND HEADERS SUPPORTING SIZEGROUND SNOW LOAD (psf)e 305070 Building widthc (feet) 202836202836202836 SpanNJdSpanNJdSpanNJdSpanNJdSpanNJdSpanNJdSpanNJdSpanNJdSpanNJd Roof and ceiling DECK WOOD WOOD HALL WOOD WOOD WOOD TILE WOOD BATH KITCHEN WORK: - REMOVE CABINET, COUNTER, TUB AND SURROUND, FIXTURES AND VINYL FLOORING. - NEW TILE FLOORING AND TUB WALLS. - NEW TUB, VANITY, FIXTURES AND COUNTERTOP. - REUSE TOILET. BATHROOM WORK: - NEW WOOD FLOORING IN HALL. - ALL NEW INTERIOR DOORS AND TRIMS. - ENLARGE MASTER BEDROOM CLOSET DOOR. - NEW ENLARGED MASTER BEDROOM WINDOW. - NEW FRONT DOOR TO REPLACE EXISTING. OTHER WORK: NEW FIBERGLASS DOOR BY THERMA-TRU. U-FACTOR=.26 FIRST FLOOR PLAN - EXISTING CONDITIONS SCALE - 1/4" = 1'-0"DADMUNFIRST FLOOR PLAN - PROPOSED SCALE - 1/4" = 1'-0" PROPOSED MUDROOM ADDITION 8' x 14'-6" ADDITION 1 EXISTING & PROPOSED PLANS22 CLAIRE AVE.FLORENCE, MA 01062Design + ConstructionYOUNG RESIDENCE -KITCHEN & BATH REMODEL W/MUDROOM ADDITIONCLIENT INFO:PROJECT:DRAWING TYPE:Design . Build . RemodelSHEET: SCALE: AS STATED ALL DRAWINGS, PLANS, & DESIGNS ARE PROPERTY OF THE TUCKER GROUP, LLC60 SCHOOL STREET, HATFIELD, CT 01038DRAWN BY: T. DADMUNDATE: 12/27/2022PERMITDRAWING PHASE: 8'14'-6"14'-6"1'-9 3/4"8'8' 10 1/4"7'-6 1/2" TOP PLATEVERIFY IN FIELDTABLE R802.5.1(6)RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling attached to rafters, L/? = 240)RAFTERSPACING(inches)SPECIESAND GRADEDEAD LOAD = 10 psfDEAD LOAD = 20 psf2 × 42 × 62 × 82 × 102 × 122 × 42 × 62 × 82 × 102 × 12Maximum rafter spansa(feet-inches)(feet-inches)(feet-inches)(feet-inches)(feet-inches)(feet-inches)(feet-inches)(feetinches)(feet-inches)(feet-inches)Spruce-pine-fir#26-49-912-415-117-66-29-011-513-1116-2 AND 2X6 RAFTER AT 16" OC USE 2X6 FOR BOTH*** TABLE R802.4(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/? = 240)CEILING JOISTSPACING (inches)SPECIES AND GRADEDEAD LOAD = 10 psf2 × 42 × 62 × 82 × 10Maximum ceiling joist spans(feet - inches)(feet - inches)(feet - inches)(feet - inches)Spruce-pine-fir#28-712-1016-319-10R802.7.1.2 Ceiling Joist Taper CutTaper cuts at the ends of the ceiling joist shall not exceed one-fourth the depth of themember in accordance with Figure R802.7.1.2. 2-2 × 86-1015-1125-425-1125-224-725-424-724-12 2-2 × 108-527-326-627-326-325-726-625-725-02 2-2 × 129-928-527-628-527-326-627-626-625-103 3-2 × 88-417-516-817-516-525-926-815-925-22 3-2 × 1010-619-128-229-1 Spruce-pine-fir#29-412-315-517-109-111-614-116-3Northampton4035117SNOW LOADS City/TownGroundSnow Load,Pg (psf)Minimum FlatRoof SnowLoad,f1 (psf)Basic WindSpeed, Vult(mph)CLIMATEZONEFENESTRATIONU-FACTORbSKYLIGHTbU-FACTORGLAZEDFENESTRATIONSHGCb, eCEILINGR-VALUEWOODFRAMEWALLR-VALUEMASSWALLR-VALUEiFLOORR-VALUEBASEMENTcWALLR-VALUESLABdR-VALUE&DEPTHCRAWLSPACEcWALLR-VALUE1NR0.750.2530133/41300020.400.650.2538134/61300030.350.550.253820 or 13+ 5h8/13195/13f05/134 exceptMarine0.350.550.404920 or 13+ 5h8/131910 /1310, 2 ft10/135 andMarine 40.300.55NR4920 or 13+ 5h13/1730g15/1910, 2 ft15/19g. Or insulation sufficient to fill the framing cavity, R-19 minimum. 2x10s @16" 0C TABLE R802.4(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/? = 240)CEILING JOISTSPACING (inches)SPECIES AND GRADEDEAD LOAD = 5 psf2 × 42 × 62 × 82 × 10Maximum ceiling joist spans(feet - inches)(feet - inches)(feet - inches)(feet - inches)Spruce-pine-fir#210-916-1122-4Note aTABLE R602.7(1)GIRDER SPANSa AND HEADER SPANSa FOR EXTERIOR BEARING WALLS(Maximum spans for Douglas fir-larch, hem-fir, southern pine and spruce-pine-firb and required number of jack studs) GIRDERS AND HEADERS SUPPORTING SIZEGROUND SNOW LOAD (psf)e 305070 Building widthc (feet) 202836202836202836 SpanNJdSpanNJdSpanNJdSpanNJdSpanNJdSpanNJdSpanNJdSpanNJdSpanNJd Roof and ceiling PT 2x10s JOISTS @ 16" OC HUNG ON 2x12 LEDGER. INSTALL PROPER FLASHING BEHIND LEDGER AND LAG INTO HOUSE SILL STRUCTURE 4 12 FIRST FLR 2x6 RAFTERS @ 16" O.C. W/ 2x8 RIDGE, 5/8" 'ZIP' SHEATHING, 72" LAYER OF ICE & WATER SHIELD AT ALL EAVES, AND ASPHALT SHINGLES W/ RIDGE, SOFFIT & PROPER VENTS. 2x6 CEILING JOISTS @ 16"OC W/ BLOWN-IN CELLULOSE INSULATION TO ACHIEVE R-49 VALUE. EXTERIOR TRIM TO MATCH EXISTING. 2x6 EXT WALL CONSTRUCTION @ 16" O.C. W/ 1/2" PLYWOOD 'ZIP' SHEATHING AND VINYL SIDING, INCLUDING R-21 DENSE PACK BLOWN-IN CELLULOSE INSULATION AND 1/2" INTERIOR DRYWALL FINISH. EXTERIOR TRIM TO MATCH EXISTING. PT 2x10 FLOOR CONSTRUCTION @ 16"OC W/ 3/4" ADVANTECH SUBFLOOR, 2" RIGID FOAM AND DENSE PACK CELLULOSE INSULATION WITHIN EACH BAY. (3) 2x8 PT BEAM ON DP-50 DIAMOND PIER CONCRETE FOOTINGS W/ 50" PINS. 7'-0 3/4"7'-0 3/4"7'-1 3/4" (3) 2x8 BEAM STRUCTURE TO KITCHEN TO BASEMENT DADMUNPLOT PLAN, FRAMING & SECTIONS SECTION THRU ADDITION SCALE - 1/2" = 1'-0" SECTION THRU ADDITION SCALE - 1/2" = 1'-0" PLOT PLAN SCALE - AS SHOWN ADDITION FRAMING LAYOUT SCALE - 3/8" = 1'-0" 222 CLAIRE AVE.FLORENCE, MA 01062Design + ConstructionYOUNG RESIDENCE -KITCHEN & BATH REMODEL W/MUDROOM ADDITIONCLIENT INFO:PROJECT:DRAWING TYPE:Design . Build . RemodelSHEET: SCALE: AS STATED ALL DRAWINGS, PLANS, & DESIGNS ARE PROPERTY OF THE TUCKER GROUP, LLC60 SCHOOL STREET, HATFIELD, CT 01038DRAWN BY: T. DADMUNDATE: 12/27/2022PERMITDRAWING PHASE: