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.1 <br />1 <br />II <br />lot <br />t <br />II <br />HEADER PER PLAN <br />II <br />II <br />11 <br />II <br />i®I <br />I®I <br />III <br />I <br />l <br />II <br />I I <br />II 1 <br />I I <br />l a <br />CRIPPLE STUDS PER <br />I <br />I®I <br />i <br />I j <br />1 1 <br />I <br />I <br />PLAN; DO NOT CUT <br />I <br />it <br />1 <br />1.1 <br />I®1 <br />I <br />l <br />AWAY MATERIAL FROM <br />I <br />l® <br />I I <br />I I <br />I®I <br />I <br />I <br />CRIPPLE STUDS <br />I <br />1 <br />I I <br />ll <br />I► <br />II <br />I ®I <br />i@I <br />ll�ll <br />11 <br />II <br />I <br />I I <br />FULL -HEIGHT <br />i <br />If <br />101 <br />i <br />11 <br />1"1 <br />1 1 <br />I� <br />I lei <br />HOLDOWN CHORD <br />I <br />Iitl <br />l l <br />l <br />I I <br />I I <br />I} <br />I{l <br />II <br />I} <br />I} t®1 <br />iI <br />I l l l <br />Igl <br />1I 1� <br />I I ! <br />I i®I <br />1 1®I I <br />Itll <br />! I <br />II <br />1} I®I <br />II } <br />I I <br />�t 11 <br />Illl <br />I ICI i <br />Itll <br />It <br />I I <br />II <br />II }®I <br />I I l <br />II <br />i l l <br />I} <br />I I I I <br />1®I <br />II 1 ®! <br />I®I I I lei <br />I I®I i <br />I I <br />II <br />1 1 h l 11 <br />1I l ®i 11 <br />AB W/ SIMPSON RP <br />II <br />l l <br />11 <br />11 !®I II <br />1 1 I I t l <br />PL WASHER, TYP <br />1e8 <br />II wl <br />PT SILL PL PER SHEAR <br />i <br />II 1 II <br />WALL SCHED <br />®! I } <br />II I A <br />ICI 1 1 <br />ICI <br />1 <br />I i I®i <br />----- <br />1 <br />II <br />P <br />� <br />II 11 <br />I I <br />AR SIZE AND SPACING <br />, A I�I <br />CONCRETE FOOTING <br />PER PLAN AND SHEAR <br />OR P/T SLAB <br />WALL SCHEDULE, TYP <br />Y � � <br />SCALE, �/ 11 e 11-011 <br />EDGE NAILING PER PLAN <br />AND SHEAR WALL <br />SCHEDULE OR EDGE NAILING PER PLAN <br />STRUCTURAL NOTES, TYP AND SHEAR WALL <br />®0131'° x 3" STRUCTURAL <br />OR <br />tl STRUCTURAL NOTES, TYP <br />NAILS 9 OC <br />STUD WALL PER <br />FRAMING PLAN <br />MOTES, TYP <br />SHEATHING (OR GWB) AND <br />NAILING PER PLAN AND SHEAR <br />WALL SCHEDULE OR <br />STRUCTURAL NOTES, TYP <br />s <br />SCALE; q it ® 11 (�11 <br />191 I°I <br />11 11 II II I <br />11 11 II It i}I <br />It <br />II I <br />I I I I I I 11 I <br />II II II li I <br />{®! I ICI <br />II {1 11 }I Ili <br />I II II II II <br />1 1 FRAMING AT ADJOINING I I 1 PSI <br />I I PANEL EDGES PER SHEAR <br />1®I WALL SCHED I I <br />II It It 1� III <br />I I I I 1 1 1 1 ICI <br />II tl II 11 III <br />I®I i�l I01 I® <br />II 11 11 <br />II BI <br />1�1 I®I I�1 <br />II II 11 <br />II II 11 <br />II Il It <br />II tl II <br />li II II <br />Igt t®i 1.1 <br />II 1i 11 <br />11 11 If <br />!1 11 II <br />Il tl tl <br />it 11 II <br />101 <br />11 II 11Ile <br />II II it <br />I l I! I I <br />II 11 tl <br />!t 1! 11 <br />1®I 1�1 I®l <br />II tI 11 <br />II Il <br />fl 1! I <br />II II II <br />II II II <br />II It II <br />I ( II II J/ <br />II II li <br />RIM BOARD <br />OR BLOCKING /J <br />2x6 STUD @ 2x4 CROSS WALL <br />2x8 STUD @ 2x6 CROSS WALL <br />EDGE NAILING PER PLAN AND <br />SHEAR WALL SCHEDULE OR <br />STRUCTURAL NOTES, TYP <br />0.131"0 x 3" <br />NAILS @ 9" OC <br />STUD WALL PER FRAMING <br />PLAN NOTES, TYP <br />SHEATHING (OR GWB) AND <br />NAILING PER PLAN AND SHEAR <br />WALL SCHEDULE OR <br />STRUCTURAL NOTES, TYP <br />_ � x <br />PANEL EDGE II <br />NAILING PER SHEAR I I <br />WALL SCHED I I <br />CONTINUE HOLDOWN CHORD a I ! <br />TO FOUNDATION <br />CONCRETE STEM WALL <br />CONCRETE FOOTING <br />SOLD OR MULT <br />rT1 in rni 1 MANI DI:D D <br />SCALE; 3" V-0" <br />NOTE: <br />STAGGER SHEATHING AS <br />SHOWN. (IBC TABLE <br />23063.1, CASE 1 OR 3) <br />INTERMEDIATE <br />FRAMING MEMBERS <br />SHEATHING <br />PANEL, TYP Lf- <br />CONTINUOUS <br />PANEL EDGES <br />117�1dI���Pi <br />SCALE: NTS <br />JOIST DIRECTION <br />PER PLAN <br />STUD WALL <br />SOLID <br />STUD COLU.a..v <br />2x OR 3x BLOCKING ONLY <br />IF BLOCKED DIAPHRAGM <br />IF' P'ii PF+1 PI Pam <br />PERPENDICULAR TO STUD WALL <br />ADJACENT NAILS IN A <br />ROW ARE TO BE <br />DRIVEN FROM <br />OPPOSITE SIDES, TYP <br />111 ^- 11 011 <br />Y <br />SCALE, 111 m 1P-011 <br />0Z <br />0c <br />0 <br />z <br />u <br />SCALE. 111 11.011 <br />- M <br />R <br />0.131" 0 x 3" NAILS, TYP <br />4 <br />W 14120 <br />• <br />`I <br />a <br />'III <br />z <br />l <br />H# <br />INSTALL MAX NAILING <br />INTO RIM OR BLOCKING <br />WHERE POSSIBLE <br />JOIST DIRECTION <br />PER PLAN <br />cy <br />co <br />FILL JOIST SPACE WITH FULL <br />DEPTH BLOCKING TO <br />MATCH DIMENSIONS OF <br />STUD COLUMN ABOVE <br />