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U E-AME-D DCD DI AAI <br />(5)16d NAILS <br />EACH END <br />2x_ KING S1 <br />16d NAILS <br />0 <br />HEADER CONNECTION <br />AT TOP <br />^o^^^r_^ BEAM PER PLAN <br />RIM JOIST <br />MST27 STRAP ACROSS ANY BREAKS <br />IN TOP PLATE. CENTER ON BEAM <br />5)16d NAILS EACH SIDE, <br />LING STUD TO BEAM AND <br />"ING STUD TO POST <br />BEARING WALL <br />PER PLAN <br />2x KING STUD EACH SIDE OF <br />BEAM. NAIL TO POST w/ 10d <br />STAGGERED © 6" o/c <br />I \l.J I VI\ IVI%J LI I I- LL <br />STUDS PER PLAN <br />DROPPED BEAM/WALL <br />CONNECTION <br />SHEARWALL PER PLAN <br />PANEL EDGE NAILING PER <br />SHEARWALL SCHEDULE <br />10d @ 6" o/c DIAPHRAGM EDGE <br />NAILING U.N.O. <br />SHEAR CLIP PER SHEARWALL <br />SCHEDULE <br />SECURE JOIST TOP & BOTTOM <br />FLANGE w/ 10d NAILS <br />SHEATHING RIBBON TO MATCH <br />TOP & BOTTOM SHEATHING <br />SHEAR CLIP PER SHEARWALL <br />SCHEDULE <br />Y8" WALL SHEATHING GAP (TYP.) <br />PANEL EDGE NAILING PER <br />SHEARWALL SCHEDULE <br />SHEARWALL PER PLAN <br />FRAMING PER <br />SHEARWALL SCHEDULE, <br />(2) 2x_ SHOWN <br />16d © EA. JOIST <br />TJI JOIST <br />PER PLAN <br />1Y" THK LSL <br />RhJOIST U.N.O. <br />62) 16d NAILS <br />EA. JOIST <br />JOISTS PERPENDICULAR <br />SF <br />3"--i I~12 <br />. m I <br />BUILT-UP HEADER <br />PER PLAN <br />2x- TRIMMER OR <br />POST PER PLAN <br />(2) 12d <br />COMMON <br />12" o.c. <br />2—PLY w/ <br />_JI /-)VLI\ <br />(3) 8d <br />COMMON @ <br />12" o.c. <br />2—PLY w/o <br />.JI !1\1Ll \ <br />(2) 12d (3) 8d <br />COMMON COMMON @ <br />12" o.c. 12" o.c. <br />EACH SIDE EACH SIDE <br />3—PLY w/ 3—PLY w/8d <br />12d COMMON COMMON <br />BUILT—UP HEADER CON N. <br />BUILT-UP HEADER TO SOLID <br />SAWN EQUIVALENT <br />HEADER <br />PLAN <br />PER <br />SUITABLE <br />REPLACEMENT <br />(2)-2x6 HF <br />No.2 <br />4x6 HF No.2 <br />(2)-2x8 HF <br />No.2 <br />4x8 HF No.2 <br />(2)-2x10 HF <br />No.2 <br />4x10 HF No.2 <br />(2)-2x12 HF <br />No.2 <br />4x12 HF No.2 <br />(3)-2x6 HF <br />No.2 <br />4x8 HF No.2 <br />(3)-2x8 HF <br />No.2 <br />4x10 HF No.2 <br />(3)-2x10 HF <br />No.2 <br />4x12 HF No.2 <br />(3)-2x12 HF <br />No.2 <br />6x12 HF No.2 <br />NOTE: SOLID <br />REPLACED <br />SAWN <br />WITH <br />HEADERS MUST NOT BE <br />BUILT-UP MEMBERS. <br />HOLDOWN POST PER <br />PLAN. (2)2x MINIMUM MSTC48133 <br />STRAP PER <br />NAIL FLOOR SHEATHING PLAN <br />TO DRAG STRUT/BEAM FRAMING PER PLAN <br />w/ 10d ® 6" o/c (DRAG STRUT) <br />SST/STUDS PER PLAN <br />STRAP PER PLAN AT BEAM <br />BREAK. CENTER STRAP ON <br />\N FROM BEAM BREAK. NAIL PER <br />TOP PLATE. MANUFACTURER'S SPECS. <br />ON <br />)F MEMBERS. <br />1FACTURER'S <br />DRAG STRUT/WALL CONNECTION <br />SHEARWALL PER PLAN <br />PANEL EDGE NAILING PER <br />SHEARWALL SCHEDULE <br />10d @ 6" o/c DIAPHRAGM EDGE <br />NAILING U.N.O. <br />SHEAR CLIP PER SHEARWALL <br />SCHEDULE <br />SECURE JOIST TOP & BOTTOM <br />FLANGE w/ 10d NAILS <br />SHEATHING RIBBON TO MATCH <br />TOP & BOTTOM SHEATHING <br />SHEAR CLIP PER SHEARWALL <br />SCHEDULE <br />Ys" WALL SHEATHING GAP (TYP.) <br />PANEL EDGE NAILING PER <br />SHEARWALL SCHEDULE <br />SHEARWALL PER PLAN <br />FLOOR/FLOOR CONNECTION APPLICABLE FOR <br />FRAMING PER <br />SHEARWALL SCHEDULE, <br />(2) 2x- SHOWN <br />1Y" THK LSL <br />RhJOIST U.N.O. <br />JOIST PER <br />a PLAN <br />(I -JOIST <br />SHOWN) <br />BLOCKING @ 48" o.c. w/ <br />(3) 10d NAILS @ TOP & <br />(2) 16d @ BOT. <br />JOISTS PARALLEL <br />START NAILS 1Y2" UP <br />FROM END OF STUD <br />FACE NAILS <br />1 <br />(5)16d NAILS - <br />FROM KING STUD <br />TO HEADER BEAM PER PLAN-/ <br />\_MSTC48B3 STRAP EACH END <br />16d @ 8" o/c OF BEAM <br />FROM KING STUD <br />TO TRIM STUD TRIM STUD/POST PER PLAN. (2)2x <br />MINIMUM. SEE PLAN FOR HOLDOWN <br />REQUIREMENTS AT BASE <br />H OLDOWN AT BEAM <br />CLEAR SPAN <br />NO NAILS <br />REQUIRED <br />DOUBLE STUD OR <br />PER PLAN <br />STRAP PER PLAN - <br />CENTER BETWEEN <br />FLOORS. <br />FLOOR FRAMING <br />PER PLAN <br />DOUBLE STUD OR <br />PER PLAN <br />FLOOR TO FLOOR <br />Q� <br />0 <br />>CDN O <br />Q� <br />QN0 C) <br />o0 rn <br />C) ro -+-' <br />w Q � <br />U <br />v�� > <br />Cf) <br />N a) <br />Of 0 <br />U <br />< <br />O Q) z <br />O > o 3 <br />r4-)LJ= <br />z <br />o <br />o <br />>> <br />V) <br />> <br />U) <br />- <br />Ld <br />w <br />J <br />J <br />0 <br />U <br />U <br />m <br />N <br />N <br />I <br />I <br />o <br />� <br />T <br />Q <br />m <br />1 <br />N <br />o <br />0 <br />Z <br />o <br />LLJ <br />LIJ <br />O <br />00 <br />zOF) <br />W 0 Q <br />Q U <br />QLLJ <br />I- <br />0rq <br />(f O W <br />vT-w <br />U <br />Q <br />D <br />FEB 19, 2024 <br />Drawn By: CHRIS L. <br />Checked By: CHRIS <br />Date: 02-15-2024 <br />SDA JOB NO. <br />9902 <br />SH EAR WALLS 1 <br />5 USTRAP <br />STRUCTURAL <br />DETAILS <br />S-6.0 <br />