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2z6 STUDS w/R20 FLz <br />BATT INSULATION <br />1/16' 0S91 SHEATHING <br />2. TREATED SILL <br />PLATE with SEALER 1/2'0 <br />ANCHOR BOLTS • 49' <br />OD MAX <br />V2' GYP.BD. (IF FN9H'D <br />w/VAPOR BARRIER <br />2' (MAN FOAM BOARD <br />INSULATION TAPERED • <br />POURED SLAB <br />POURED CONC. <br />SLAB <br />2' (RIO/ FOAM BOARD <br />INSULATION <br />9JINCRETE NBLOCK <br />F0IWDATIO <br />IFOUNDATION/RIM AREA DETAIL 'A -I" 11'.1.-0' <br />STANDARD WALKOUT SILL/FOUNDATION AREA <br />FOUNDATION NO HELD IN <br />2. STUDS w/R20 F <br />BATT INSULATION w/VAPOR BARRIER <br />1/16' 09B SHEATHING <br />2. SILL PLATE <br />R20 (MINIMIH) CLOSED <br />CELL SPRAYED FOAM <br />• RIM AREA <br />2' RI0 FOWI BOARD <br />INSIJLATION (CERTISIUD • <br />ABOVE GRADE AREAS) <br />1 WATERPROOFING <br />V2. GI-PHD (IF N43140 <br />3/4. T16 SUB -FLOOR <br />-0CR TRUSS OR JOIST <br />(SEE PLAN FOR SIZING/SPACING) <br />2. TREATED SILL PLATE w/SEALER <br />V2'4 ANCHOR BOLTS CV MIN EMBED/ <br />• 12. 0C. MAX. w/NUT 1 /.' THIIX z 2'0 <br />or SQUARE WASHER MAINTAIN 2 L0' <br />EDGE DISTANCE FROM OUTSIDE OF <br />CONCRETE <br />PROVIDE V2' GYPBD. • BASEMENT <br />CEILING (TYP <br />I. (RS/ FOAM BOARD INSULATION <br />OR 2x4 FRAMED WALL w/ RII FG <br />BATT INSULATION (1/2' AIR SPACE) <br />CONCRETE MOCK FOUNDATION <br />(SEE FOUNDATION PLAN FOR <br />BLOC% SIZING) <br />/FOUNDATION/RIM AREA DETAIL "A-3"1 <br />STANDARD RIM AREA, TRUSSES/JOISTS PERPENDICULAR TO FOUNDATION WALL <br />FOUNDATION HELD IN 2' <br />2. STUDS wR20 <br />BATT INSULATION >G <br />1/16' 09B SHEATHING K <br />1/2 TREATED SILL PLATE EALER <br />EMBED <br />1/2'1 ANCHOR BOLTS 1 MIN. EMBED/ <br />• lS') MAX Hg 1 IN THICK x E <br />or SQUARE FROM WASHER MAINTAIN 2 14' EDGE <br />DISTANCE FROM OUTSIDE OF CONC <br />2' RI0 FOAM BOARD <br />INSULATION (CERTBTUD <br />• ABOVE GRADE AREAS) <br />1 WATERPROOFING <br />I/2. G1PHD (IF FNSH'D.1 <br />w/VAPOR BARRIER <br />(R5) FOAM BOARD INSULATION <br />OR 2x4 FRAMED WALL w/ RII FG. <br />BATT INSULATION (1/2 AIR SPACE) <br />CONCRETE BLOCK FOUNDATION <br />(SEE FOUNDATION PLAN FOR <br />BLOCK SIZING) <br />IFOUNDATION/RIM AREA DETAIL "A-2' 1 <br />STANDARD DAYLIGHT SILL/FOUNDATION AREA <br />FOUNDATION HELD IN 2' <br />2. STUDS wR20 FLs " <br />BATT INSULATION <br />146' O3B SHEATHING Xx <br />2. SILL PLATE <br />2z4 GABLE TRUSS <br />R20 (MINIMIPI) CLOSED <br />CELL SPRAYED FOAM <br />• RIM AREA <br />2' RI0 FOAM BOARD <br />INSULATION (GERTISTUD <br />• ABOVE GRADE AREAS) <br />1 WATERPROOFING <br />IR' GYPCO (IF FNSH'D ) <br />w/VAPOR BARRIER <br />3/4' TAG SUB -FLOOR <br />FLOOR TRUSS OR JOIST <br />(SEE PLAN FOR SIZING/SPACING/ <br />2. TREATED SILL PLATE w/SEALER <br />112 1 ANCHOR BOLTS (11 MIN. EMBED/ <br />• 12. OL MAX AARIT 1 'h' THICK x 2'4 <br />or SQUARE WASHER MAINTAIN 2 '4' <br />EDGE DISTANCE FROM OUTSIDE OF <br />CONCRETE <br />PROVIDE 1/2. GYPB0 • BASEMENT <br />CEILING (TYP.) <br />I' (RS) FOAM BOARD INSULATION <br />OR 2x4 FRAYED WALL w/ RI FG. <br />BATT INSULATION (1/' AIR SPACE) <br />CONCRETE BLOCK FOUNDATION <br />(SEE FOUNDATION PLAN FOR <br />BLOCK SIZING) <br />/FOUNDATION/RIM AREA DETAIL "A-4'11,1.-0. <br />STANDARD RIM AREA, TRUSSES/JOISTS PARALLEL TO FOUNDATION WALL <br />FOUNDATION HELD IN 2' <br />