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HomeMy WebLinkAboutplanGSPublisherVersion 671.81.81.100 S1 SITE PLAN NOTES: DATE: 7/14/23 SHEET # SET ISSUE DATES ISSUEDATE DESCRIPTIONDATE 1 OF 4 #SANFORD RESIDENCE80 ELDRIDGE RD. SOUTH YARMOUTHFINE LINE design REVISIONS 508.420.1296 3826 MAIN STREET BARNSTABLE MA www.FineLineArchitecturalDesign.com ADDITION 30'15'20'15'30'7.76 6.52 6.77 7.01 6.516.65 6.30 5.97 6.67 6.61 6.49 6.43 6.27 6.06 8.36 FF 6.55 6.74 6.84 7.38 TOFPLUS.05 6.74 6.76 6.83 6.84 7.36 6.49 6.59 5.70 6.38 6.02 6.06 5.81 5.74 5.18 4.23 3.86 5.50 5.88 6.48 6.03 6.52 6.65 6.60 6.51 PK SET 6.60 6.81 7.27 5.61 TOT 6.51 WATERMETERPIT ELDRIDGE ROAD103.73'N 02°20'30" E97 .95 ' N 81 °32 '20 " E 7.08 STAINLESSPIN 6.39 REBAR S 87°39'30" E 135.31'S 04°04'10" W114.90'66666 '00.03 = R ' 8 7 .25=LEXISTING HOUSE(#80) T.O.F.=7.4± DRIVEWAY STONE rinseSHED BH BK 153-PG 81GARDEN LOT 3G 16,590±S.F. (UNDEVELOP E D LAND ) O.H.W. WW G G GO.H.W. BUILDING SETBACK LINE (TYP .) ZONING DESIGNATION R-25 FRONT YARD SETBACK = 30' SIDE YARD SETBACK = 15' REAR YARD SETBACK = 20' W W 80 ELDRIDGE ROAD, WEST YARMOUTH, MA ADDITION PROPOSED DECK SCALE: 1" = 10' 1 SITE PLAN S1 GSPublisherVersion 671.81.81.100 A1 ELEVATIONS NOTES: DATE: 7/14/23 SHEET # SET ISSUE DATES ISSUEDATE DESCRIPTIONDATE 2 OF 4 #SANFORD RESIDENCE80 ELDRIDGE RD. SOUTH YARMOUTHFINE LINE design REVISIONS 508.420.1296 3826 MAIN STREET BARNSTABLE MA www.FineLineArchitecturalDesign.com ADDITION 32' SCALE: 1/4" = 1'-0" 1 EXISTING WEST ELEVATION A1 SCALE: 1/4" = 1'-0" 3 EXISTING SOUTH ELEVATION A1 SCALE: 1/4" = 1'-0" 5 EXISTING EAST ELEVATION A1 SCALE: 1/4" = 1'-0" 7 EXISTING NORTH ELEVATION A1 SCALE: 1/4" = 1'-0" 2 NEW WEST ELEVATION A1 SCALE: 1/4" = 1'-0" 4 NEW SOUTH ELEVATION A1 SCALE: 1/4" = 1'-0" 6 NEW EAST ELEVATION A1 SCALE: 1/4" = 1'-0" 8 NEW NORTH ELEVATION A1 GSPublisherVersion 671.81.81.100 A2 FLOOR PLANS NOTES: DATE: 7/14/23 SHEET # SET ISSUE DATES ISSUEDATE DESCRIPTIONDATE 3 OF 4 #SANFORD RESIDENCE80 ELDRIDGE RD. SOUTH YARMOUTHFINE LINE design REVISIONS 508.420.1296 3826 MAIN STREET BARNSTABLE MA www.FineLineArchitecturalDesign.com ADDITION 10'18'KITCHENBEDROOM BEDROOM CL CL BATH LIVING SUNROOM W D UTILITY DECK 18'-0"11'-4"5'-3"4'-10"10'-7"16'-0"10'-6 1/2"5'-5 1/2"3'-8 1/2"10'-6 1/4" 9'-0"9'-0"32'-0"18'-0" 9'-0"9'-0" 3'-9 1/4"6'-2"7'-6 3/4"6" 10'-0" KITCHENBEDROOM BEDROOM CL CL BATH LIVING SUNROOM W D UTILITY DECK PRIMARY BATH PRIMARY CL SITTING OFFICE EXISTING SUNROOM WINDOWS RELOCATED EXISTING SUNROOM WINDOWS RELOCATED NEW CATHEDRAL CEILING NEW STRUCTURAL RIDGE ABOVESTEP STRUCTURAL RIDGE ABOVECATHEDRAL CEILING 26 6 8 26 6 8 2668 PKT CATHEDRAL CEILING MIN 2 JACK STUD PKT TYP. MIN 2 JACK STUD PKT TYP. (2) 2x6 HDR (2) 2x6 HDR (3) 2x6 HDR (3) 1 3/4"X7 1/4" LVL HDR (3) 2x6 HDR(3) 2x6 HDR(3) 2x6 HDR2x6 WALL 2x6 WALLSTRUCTURAL RIDGE ABOVEFLAT CEILING FLAT CEILINGACCESS HATCH ABOVE AND BELOW NEW (3) ANDERSEN TW 2642R.O. 32 1/8"x52 7/8"ANDERSEN CIR 20R.O. 24 5/8"x24 5/8"(3) ANDERSEN TW 2642R.O. 32 1/8"x52 7/8"(3) ANDERSEN TWT 2617R.O. 32 1/8"x21 7/8"NEW SKYLITE ABOVEVELUX VSE M08R.O. 30 1/16"x54 7/16"CL (3) ANDERSEN AW251 R.O. 28 1/8"x28 7/8" AA SCALE: 1/4" = 1'-0" 1 EXISTING FLOOR PLAN A2 SCALE: 1/4" = 1'-0" 2 NEW FLOOR PLAN A2 GSPublisherVersion 671.81.81.100 A3 FOUNDATION PLAN, FRAMING PLANS & SECTION NOTES: DATE: 7/14/23 SHEET # SET ISSUE DATES ISSUEDATE DESCRIPTIONDATE 4 OF 4 #SANFORD RESIDENCE80 ELDRIDGE RD. SOUTH YARMOUTHFINE LINE design REVISIONS 508.420.1296 3826 MAIN STREET BARNSTABLE MA www.FineLineArchitecturalDesign.com ADDITION32'-0"4'-0"18'-0"10'-0"(3) 2x10 GIRDER2x8's @ 16" O.C.2x8's @ 16" O.C.2x8's @ 16" O.C.2x8's @ 16" O.C.TOP OF SUBFLOOR EQUAL TO TOP OF CONCRETE SLAB EXISTING 8" CMU WALL CAPPED W/ CONCRETE SLAB 2x4 CRIPPLE WALL ON FOOTING SUPPORTING JOISTS 30"x30" ACCESS HATCH 10" PIER WITH ANCHOR STRAP 10" PIER WITH ANCHOR STRAP (3) PT 2x8 FLOATING LEDGER BEAM USE SPACERS - NO FLASHING BLOCKING 2 BAYS 4'-0" O.C. BLOCKING 2 BAYS 4'-0" O.C. AA 4x6 PST DNTO (3) 7 1/4"LVLHDR4x6 PST DNTO (3) 7 1/4"LVLHDRMIN 2 JACK STUD PKT TYP. MIN 2 JACK STUD PKT TYP.2x10 RAFTERS @ 16" O.C.EXISTING ROOF EXISTING ROOF EXISTING ROOF EXISTING ROOF 2x10 RAFTERS @ 16" O.C.2x10 RAFTERS @ 16" O.C.2x8 RAFTERS @ 16" O.C. 2x8 RAFTERS @ 16" O.C.(2) 9 1/4" LVL RIDGE4x4 PST DNW/ AC CAP4x4 PST DN4x4 PST DNNEW (1) 9 1/2" LVL RIDGE 4x4 PST DNW/ AC CAP(2) 9 1/4" LVL RIDGEBLOCK 2 BAYS FROM GABLE 4'-0" O.C. BLOCK 2 BAYS FROM GABLE 4'-0" O.C. 4"6"8 3/4"7 1/4"4'-0"GRADE EXISTING SLAB ON GRADE ANCHOR 4'-0" O.C. ANCHOR 2'-0" O.C. TOP OF SUBFLOOR EQUAL TO TOP OF EXISTING CONCRETE SLAB VERIFY IN FIELD 4'10'-2 1/4"4'-0" MIN8"MINTYP. FOUNDATION WALL P.T. SILL ANCHORED 24" O.C. 10"x48" CONC. WALL W/ LEDGE NOTE: 5/8" ANCHOR BOLTS EMBEDDED 7" SPACED 24" O.C. 12" FROM CORNERS WASHERS 3"x3"x1/4" 2 - #5 REBAR TOP & BOTTOM (2) 1 3/4"x9 1/2" LVL GIRDER 2" CONCRETE DUST CAP W/ 10 MIL VAPOR RETARDER 20"x 10" CONTINUOUS FOOTING 12 2x10's @ 16" O.C. TYPICAL WALL W.C. SHINGLES 1/2" CDX SHEATHING / TYVEK 2x6 STUDS R21 F.G. INSUL. BALLOON FRAME GABLES BLOCK >8' STUDS TYP. ROOF: ARCHITECTURAL ASPHALT SHINGLES 5/8" CDX SHEATHING R49 CLOSED CELL FOAM INSUL. SIMPSON H2.5A CONNECTOR AT EACH RAFTER (2) 3/4"x9 1/4" LVL STRUCTURAL RIDGE MATCH EXISTING HEIGHT±7-6 1/2"8 2x8's @ 16" O.C.2x8's @ 16" O.C. 2x6 RAISED CEILING JOISTS COLLAR TIES (3) 1 3/4"x7 1/4" LVL HDR SCALE: 1/4" = 1'-0" 2 FIRST FLOOR FRAMING PLAN A3 SCALE: 1/4" = 1'-0" 3 ROOF FRAMING PLAN A3 SCALE: 1/2" = 1'-0" 5 FOUNDATION WALL DETAIL A3SCALE: 1/4" = 1'-0" 4 ADDITION SECTION A-A A3 NOTE: 5/8"ANCHOR BOLTS EMBEDDED 7" SPACED 24"O.C. 12"FROM CORNERS WASHERS 3"x3"x1/4"32'-0"18'-0"4'-0"10'-6"9'-9"10'-1"BM PKT BM PKT 10"x48" CONCRETE WALL W/ 8 3/4" INTERIOR LEDGE 20"x10" CONTINUOUS FOOTING 3 1/2" DIA. STEEL LALLY COLUMN W/ LCC 3.5-3.5 CAP 36"x36"x10" CONCRETE PAD TYP. EXISTING 8" CMU WALL CAPPED W/ CONCRETE SLAB POINT LOAD POINT LOAD (2) 9 1/2" LVL GIRDERTOP OF SUBFLOOR EQUAL TO TOP OF CONCRETE SLAB 2x4 CRIPPLE WALL ON FOOTING SUPPORTING JOISTS OFFSET CONCRETE WALL TO ALIGN STUD WALLS VERIFY IN FIELD 95% SOIL COMPACTION AA SCALE: 1/4" = 1'-0" 1 FOUNDATION PLAN A3