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, <br /> SHEATHING, " OSB W/ " <br /> PLYWOOD OVER <br /> 4 1 <br /> L C I I I L. Ai L J <br /> II a 1 lam <br /> REMOVE EXISTING c I I I g 2x8 0 24" <br /> DECK FLUSH WITHo o I I I I 0 O.C. MAX <br /> HOUSE o <br /> III * I I 2x8 0 12" 0.C. MAX I * <br /> 1 <br /> I IT <br /> I <br /> I STAIR <br /> I I I 'NOTES L r -- ( I - r' -A• -----11° 44-111.t <br /> FRAMING AND TYPICAL DETAILS L_1 (2) 2x8 A_ .,--, L_A <br /> ARE BASED ON CONSTRUCTION liP )t. tI co1, <br /> SHEET 5 FROM SHORTEN EXISTING JOISTS <br /> MYBUILDINGPERMIT.COM. \— 2X6 TYP 0 LANDING <br /> r- --7 r-n <br /> 1. LATERAL BRACING AT SOUTH TYPICAL DIAGONAL.BRACE B-_I 0-.. B <br /> WALL IS PROVIDED BY TYPICAL NEW POST & <br /> PLYWOOD SHEATHING. AT ALL NEW POST, FULL HEIGHT FOOTING <br /> OTHER LOCATIONS PROVIDE STAIR, (3) X12 — 2X6 LOW. ATTACH WITH (2) i <br /> DIAGONAL KNEE BRACES. STRINGERS MIN. <br /> REFER TO DETAILS. DIAM LAG SCREWS 0 EA POST <br /> 2. ALL LUMBER IN CONTACT <br /> WITH CONCRETE, AND <br /> UNPAINTED LUMBER EXPOSED FRAMING PLAN SHEET 2 <br /> TO WEATHER, MUST BE - <br /> PRESSURE TREATED OR SCALE 1/4"= Y-0" <br /> NATURALLY DECAY RESISTANT. MARCFIUK RESIDENCE <br /> 3. EXPOSED FASTENERS SHALL <br /> BE HOT-DIPPED GALVANIZED PROPOSED DECK <br /> OR STAINLESS STEEL_ 6/24/2010 <br /> 4. ALL LUMBER MUST BE <br /> HEM-FlRj2 OR BETTER <br />