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2x6 STUDS ,/R20 FA <br />BATT INSULATION <br />1/16' OSB SHEATHING <br />2x6 SILL PLATC <br />1/2. GYP.BD (IF RIGHT)) <br />,/VAPOR BARRIER <br />9/4' MG SUB -ROOK <br />BL.00KI G PER CODE <br />2x4 GABLE TRUSS {'�,' — 19L00R TRUSS OR JOIST <br />(SEE PLAN FOR SIZING/SPACING) <br />R20 (MINIMUM) CLOSED <br />CELL SPRAYED FONT <br />• RIM AREA <br />2' R10 FOAM WARD <br />INSULATION (CERTISTUD <br />• ABOVE GRADE AREAS) <br />WATER'R0CFING <br />2x6 TREATED SILL PLATE ,/SEALER, <br />1/2'1 ANCHOR BOLTS (l. MIN. EMBED) <br />• IV O.C. MAX WRIT x 'q' THICK x 2'1 <br />a SQUARE WASHER MAINTAIN 2 x4' <br />EDGE DISTANCE FROM OUTSIDE OF <br />CONCRETE <br />PROVIDE I/2. GYP0D • BASEMENT <br />CEILING (TYP.) <br />I' (R5) FOAM BOARD INSULATION <br />OR 2x4 FRAMED WALL w/ RII FG. <br />BATT INSULATION 1112' AIR SPACE) <br />CONCRETE BLOCK FOUNDATION <br />(SEE FOUNDATION PLAN FOR <br />BLOCK SIZING) <br />IFOUNDATION/RIM AREA DETAIL "A-5'11.4-0. <br />ERICK LEDGER RIM AREA, TRISSES/JOISTS PARALLEL TO FOUNDATION WALL <br />FONDATION HELD IN 2' <br />FASTEN SHEATHING TO HEADER WITH <br />641 COMMON NAILS IN 9' GRID <br />PATTERN AS SHOWN AND 3' OG. IN <br />ALL FRAMING (STUDS AND SILLS) <br />(TYP.) <br />HEADER TO JACK -STUD STRAP <br />PER TABLE R602.1054 ON BOTH <br />SIDES OF OPENING OPPOSITE <br />SIDE OF SHEATHING <br />(2/e,4 ST .o <br />SEE PLAN FOR WIDTH ---- <br />MIN 29‘290/16' <br />PLATE WASHER <br />ANCHOR BOLTS <br />PER CDDE(T1P.1 <br />FOUNDATION PER 'FRONT ELEVATION' <br />CCDE(TYP.) <br />'CONTINUOUSLY SI4EATNED PORTAL FRAME PANEL CONSTRUCTION' <br />EXTENT CF HEADER (TWO BRACED WALL SEGMENTS/ <br />SEE PLAN FOR WIDTH <br />iT 1( <br />VP? HEMPE 1 TO BE CONTINUOUS jl( <br />(SEE <br />,AN FOR SIZE) 1 <br />CONTINUOUSLY SHEATHED <br />PORTAL FRAME PANEL <br />CONSTRUCTION <br />R602106.4 <br />BLOCKING/SHEATHING FILLER <br />IF NEEDED (TYP.) <br />HEADER TO JACK -STUD STRAP— <br />PER TABLE R602105.4 ON BOTH <br />SIDES OF OPENING OPPOSITE <br />SIDE OF SHEATHING <br />16d SINKER NAILS IN <br />2 ROWS• 3' OC. <br />(2Rx4 STUDS w/OSB EXTERIOR <br />SHEATHING <br />'SIDE ELEVATION' <br />FORA PANEL SFLICE(IF NEEDED', PANEL <br />EDGES SHALL BE BLOCKED, AND (rnie <br />WITH -IN 24' CF MID -HEIGHT. ONE RQIU OF <br />T1P. SHEATHING -TO -FRAMING NAILING 16 <br />REQUIRED. IF 2x4 BLOCKING IS USED, THE <br />2x45 PUNT BE NAILED TOGETHER w/3 I6tl <br />16d NAILS <br />• 24' O/C <br />44 NAILS • 6' 0/C <br />IN ALL PANEL EDGES, <br />NOT PART OF FRONT <br />FRAMING ASSEMBLY ASSEMBLY <br />'CORNER FRAMING DETAIL I <br />FRONT FRAMING <br />REVISIONS <br />00000 <br />00000 <br />BY XX. <br />XwxwxX <br />09000 <br />BY XX. <br />XI <br />0/ <br />UU� <br />rf <br />0 <br />m r� <br />g <br />P-I <br />SHEET <br />OF <br />CARD FILE <br />16260 <br />