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0 0 <br /> 1/2' GYP.BD. (IF FNSH'D) <br /> wNAPOR BARRIER <br /> / 3/4' T4G SUB-FLOOR <br /> BLOCKING PER CODE <br /> X <br /> - . FLOOR TRUSS OR JOIST <br /> (SEE PLAN FOR SIZING/SPACING) <br /> 2x8 TREATED SILL PLATE w/SEALER, <br /> 1/2'. ANCHOR BOLTS (T MIN. EMBED) <br /> X a 12' O.C. MAX. w/NUT 4 t/8' NICK x 2'0 <br /> or SQUAME WASHER, MAINTAIN 2 34' <br /> EDGE DISTANCE FROM OUTSIDE OF <br /> CONCRETEFASTEN SHEATHING TO HEADER WITH- <br /> Sd COMMON NAILS IN 3' GRID <br /> PATTERN AS SHOWN AND 3' O.C. IN <br /> PROVIDE 1/2' GYRED. EASEMENT ALL FRAMING (STUDS AND SILLS) <br /> CEILING (TYP.) <br /> 1' (R.5) FOAM BOARD INSULATION <br /> OR 2x4 FRAMED WALL w/ R11 F.G. <br /> BATT INSULATION (1/2' AIR SPACE) <br /> POURED CONCRETE <br /> _ FOUNDATION WALL <br /> HEADER TO JACK-STUD STRAP <br /> PER TABLE 8602.10.5.4 ON 13011-1 <br /> SIDES OF OPENING OPPOSITE <br /> SIDE OF SHEATHING <br /> fM AREA DETAIL "4 _4 11=11-0' <br /> (2nx6 STUDS <br /> :ISSES/JOISTS PARALLEL TO FOUNDATION WALL <br />