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Home My WebLink AboutAP-2022-019 Stanley elevationsA1 NOTES: P 508-420-1296 www.FineLineArchitecturalDesign.com APARTMENT ELEVATIONS PROJECT # 2035 SET ISSUE DATES ISSUEDATE REVISIONS DESCRIPTIONDATEDEAN STANLEYDATE: 2/20/22 NEW CONSTRUCTIONCENTERVILLE, MASCALE: 1/4" = 1'-0"1 GARAGE FRONT ELEVATION SCALE: 1/4" = 1'-0"2 GARAGE REAR ELEVATION SCALE: 1/4" = 1'-0"3 GARAGE LEFT SIDE ELEVATION SCALE: 1/4" = 1'-0"4 GARAGE RIGHT SIDE ELEVATION A2 NOTES: P 508-420-1296 www.FineLineArchitecturalDesign.com APARTMENT PLANS PROJECT # 2035 SET ISSUE DATES ISSUEDATE REVISIONS DESCRIPTIONDATEDEAN STANLEYDATE: 2/20/22 NEW CONSTRUCTIONCENTERVILLE, MA12'-0"9'-0"3'-0"5'-0"5'-0"6'-10 1/2"4'-6 3/4"7'-6 3/4"6'-0"2'-0"12'-0"2'-0"36'-0"28'-0"16'-0"13'-0"23'-0"7'-0"6'-0"3'-0"13'-0"7'-0"14'-0"4'-0"8'-0"2'-0" 25'-0"16'-0" 44'-0"2'-0"24'-0"10'-0"36'-0"3'-0" 3'-4" 4'-2" 5'-0" 5'-0"4'-0"17'-4 1/2"10'-7 1/2"12'-7 1/2"8'-9"4'-8"4'-0" 11'-0"6'-7 1/2"4'-7 1/2"3'-1 1/2" 6'-6" 1'-7 1/2" GARAGE HEAT BEDROOM C A3 LIVINGKITCHEN MICRO DWBATH BATH 1/2 CL W.I.C. FIRE RATED PATIO ISLAND REF LINLIN CLPANTRYA A3 B A3 266828683068 2068 2468 24 68206820682868 2868(3) 11 7/8" LVL HDR(3) 1 3/4" x 18" STRUCTURAL RIDGE ABOVE7'x12' O.H. DOOR (3) 11 7/8" LVL HDR PST UP /DN S CO S S VAULTED CEILING 2'-0"24'-0"10'-0"3'-0"25'-0"16'-0" 6'-0"1'-9"12'-6"1'-9"13'-0"23'-0"44'-0" 28'-0"16'-0"36'-0"5'-9"5'-9"5'-10"5'-10"5'-9"5'-9"13'-4"13'-4" 2'-1 1/2"3'-9"10'-1 1/2"13'-0"16'-0"7'-0"10'-0" FULL BASEMENT GARAGE 2x10s 16" O.C. 2x10s 16" O.C. DROP WALL AT DOOR DROP WALL AT DOOR BM PKT BM PKT NOTE: 5/8" ANCHOR BOLTS EMBEDDED 7" SPACED 32" O.C. 12" FROM CORNERS WASHERS 3"x3"x1/4"S SCALE: 1/4" = 1'-0"1 APARTMENT/GARAGE FIRST FLOOR PLAN SCALE: 1/4" = 1'-0"2 APARTMENT/GARAGE FOUNDATION PLAN A3 NOTES: P 508-420-1296 www.FineLineArchitecturalDesign.com BUILDING SECTIONS PROJECT # 2035 SET ISSUE DATES ISSUEDATE REVISIONS DESCRIPTIONDATEDEAN STANLEYDATE: 2/20/22 NEW CONSTRUCTIONCENTERVILLE, MA9'-0"24'-0" 1x3 STRAPPING 5/8" FIRE RATED GYP. BOARD 2x12 RIDGE RIDGE VENT 7 12 2x10s @ 16" O.C. 2x10 s @ 16" O.C.2 x 10 s @ 1 6 " O .C .SIMPSON H2.5 FASTENERS AT ALL RAFTER / TOP PLATE JUNCTIONS TYP.8'-1"25'-0" 10'-4"13'-4"7'-9"BEDROOM TYVEK WRAP/ 2x6 EXT. STUDS @ 16" O.C./ 1/2" PLYWOOD SHEATHING/ 6" R21 F.G. INSUL./ W.C. SHINGLES TYP. EXTERIOR WALL 5/8" PLYWOOD SHEATHING/ 2x10's @ 16" O.C. TYP. ROOF ASPHALT SHINGLES TYP. EAVES 1x8 FASCIA / 1x8 SOFFIT CONTINUOUS VENTING SOFFIT 1x8 FRIEZE BD. W/ BED MOULDING DAMP PROOF BELOW GRADE TYP. FOUNDATION WALL 8"x7'-9" CONCRETE 10"x20" CONTINUOUS FOOTING P.T. SILL ANCHORED 32" O.C. 1x3 STRAPPING 1/2" GYP. BOARD BASEMENT BLOCKING 4'-0"O.C. IN FIRST TWO JOIST AND RAFTER BAYS FROM GABLE WALL SIMPSON H2.5 FASTENERS AT ALL RAFTER / TOP PLATE JUNCTIONS TYP. RIGID WIND WASH BARRIER REQUIRED AT EXTERIOR EDGE OF EXTERIOR WALL TOP PLATE 3/4" T&G OSB SUBFLOOR NAILED & GLUED TO JOIST 4" CONCRETE SLAB 10 MIL VAPOR RETARDER NOTE: 5/8" ANCHOR BOLTS EMBEDDED 7" SPACED 32" O.C. 12" FROM CORNERS WASHERS 3"x3"x1/4" R38 INSUL R38 F.G. INSUL.2x10s @ 16" O.C. R49 F.G. INSUL. 2x8s @ 16" O.C. 2x10s @ 16" O.C. CTs @ 16" O.C. 7 12 2x12 RIDGE RIDGE VENT 2x10 s @ 16 " O.C. (2) #5 HORIZ REBAR TOP & BOTTOM (3)2x12 GIRT 3 1/2" LALLY COLUMN 28'-0"7'-9"8'-1"13'-4"13'-4" LIVING BASEMENT 3/4" T&G OSB SUBFLOOR NAILED & GLUED TO JOIST 4" CONCRETE SLAB 10 MIL VAPOR RETARDER R38 INSUL R38 F.G. INSUL.2x10s @ 16" O.C.2x10s @ 16" O.C. 7 12 2x10 s @ 16 " O.C. (3)2x12 GIRT 3 1/2" LALLY COLUMN (3) 18" LVL RIDGE 2 x 10 s @ 16 " O .C .kITCHEN 1x3 STRAPPING 1/2" GYP. BOARD SCALE: 1/4" = 1'-0"3 GARAGE SECTION "C" SCALE: 1/4" = 1'-0"2 SECTION "B" SCALE: 1/4" = 1'-0"1 SECTION "A"