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DOUBLE TOP PLATE W/ EDGE NAILING <br />(STAGGER) <br />(E)SHEARWALL EDGE NAILING AT ALL PANEL <br />EDGES. BLOCKING AT ALL PANEL EDGES <br />WHERE APPLICABLE. <br />© EDGE NAILING TO HOLDOWN POST (FULL <br />HEIGHT) STAGGER INTO DOUBLE STUDS <br />OD STUDS @ 16" ON CENTER <br />OE PRESSURE TREATED SILL PLATE WITH <br />EDGE NAILING AND ANCHOR BOLTS PER <br />SHEARWALL SCHEDULE. <br />(E)TOP PLATE SPLICE NAILING TO BE (8) 16d <br />SINKERS (MIN). LAP 48" MINIMUM. <br />CENTER SPLICE ON STUD. <br />STD. SHEARWALL <br />W/0 RIM <br />©HOLDOWN PER SCHEDULE <br />AND PLAN (HDQ8—SDS3 <br />SHOWN) <br />OH COORDINATE ALL STUD <br />AND PLATE SIZES w/ <br />SHEARWALL SCHEDULE <br />REQUIREMENTS <br />OJ EDGE NAILING TO POSTS, <br />TRIM STUDS, AND KING <br />STUDS <br />OK BEARING STUD FOR <br />HEADER <br />ELEVATION <br />SHEARWALL EDGE NAILING TO BOTTOM <br />PLATE. EXTEND SHEATHING CONT. TO SILL. <br />PRESSURE TREATED SILL PLATE AND <br />ANCHOR BOLT PER SHEARWALL SCHEDULE. <br />USE 2x6 w/ A.B. ® 48" o.c. (MIN) <br />SHEAR CLIP PER SCHEDULE <br />LTP5 ON EXTERIOR —OR— A34 ON INTERIOR <br />SHEARWALL EDGE NAILING TO SILL PLATE <br />0 <br />FROST DEPTH <br />(18" MIN) <br />PER PLAN oMS <br />4" 0 PERFORATED PLASTIC PIPE. <br />CENTER IN ONE CUBIC FOOT OF FREE L PER <br />DRAINING GRAVEL AND DRAIN TO PLAN <br />APPROVED OUTFALL. <br />PLATE TO RIM JOIST & <br />BLOCKING CONN. PER <br />SHEARWALL SCHEDULE <br />FRAMING PER <br />SHEARWALL SCHEDULE: <br />(2) 2x— SHOWN <br />JOIST PER PLAN <br />(I —JOIST SHOWN) <br />(2) 16d NAILS @ <br />EA. <br />JOIST <br />8" WALL w/ #4 <br />BARS @ 18" <br />o/c EACH WAY. <br />(2) #4 BARS <br />TOP. HOOK VERTICAL BARS <br />INTO FOOTING — <br />ALTERNATE <br />HOOK DIRECTION. <br />FOOTING REINFORCING <br />PER PLAN/SCHEDULE <br />OA DOUBLE TOP PLATE W/ EDGE NAILING <br />(STAGGER) <br />(D)SHEARWALL EDGE NAILING AT ALL PANEL <br />EDGES. BLOCKING AT ALL PANEL EDGES <br />WHERE APPLICABLE. <br />OC EDGE NAILING TO HOLDOWN POST (FULL <br />HEIGHT) STAGGER INTO DOUBLE STUDS <br />DO STUDS @ 16" ON CENTER <br />OE PRESSURE TREATED SILL PLATE WITH <br />EDGE NAILING AND ANCHOR BOLTS PER <br />SHEARWALL SCHEDULE. <br />(E)TOP PLATE SPLICE NAILING TO BE (8) 16d <br />SINKERS (MIN). LAP 48" MINIMUM. CENTER <br />SPLICE ON STUD. <br />©HOLDOWN PER SCHEDULE AND <br />PLAN (HDQ8—SDS3 SHOWN) <br />(0)COORDINATE ALL STUD AND <br />PLATE SIZES w/ SHEARWALL <br />SCHEDULE REQUIREMENTS <br />JO EDGE NAILING TO POSTS, TRIM <br />STUDS, AND KING STUDS <br />OK BEARING STUD FOR HEADER <br />©RIMJOIST TO BE 1Y2" MIN <br />THICKNESS AT ALL <br />SHEARWALLS <br />STD. SHEARWALL ELEVATION <br />© EA, 1l <br />SHEARWALL EDGE NAILING TO BOTTOM <br />PLATE. EXTEND SHEATHING CONT. TO SILL. <br />PRESSURE TREATED SILL PLATE AND <br />ANCHOR BOLT PER SHEARWALL SCHEDULE. <br />USE 2x6 w/ A.B. @ 48" o.c. (MIN) <br />SHEAR CLIP PER SCHEDULE <br />LTP5 ON EXTERIOR —OR— A34 ON INTERIOR <br />SHEARWALL EDGE NAILING TO SILL PLATE <br />6" <br />FROST DEPTH <br />(18" MIN) <br />PER PLAN <br />0 <br />4" 0 PERFORATED PLASTIC PIPE. J <br />CENTER IN ONE CUBIC FOOT OF FREE PER <br />DRAINING GRAVEL AND DRAIN TO PLAN <br />APPROVED OUTFALL. <br />*BREAK SHEARWALL SHEATHING Cam? BOTTOM OF SILL PLATE <br />JOISTS PERPENDICULAR <br />EXT. WALL/FOUNDATION <br />SH EAR WALLS 1 — 5 <br />CONNECTION APPLICABLE FOR <br />PLATE TO RIM JOIST & BLOCKING <br />CONN. PER SHEARWALL SCHEDULE <br />FRAMING PER <br />SHEARWALL SCHEDULE: <br />(2) 2x— SHOWN <br />JOIST PER <br />PLAN <br />(I —JOIST <br />SHOWN) <br />'--BLOCKING @ 48" o.c. w/ <br />(3) 10d NAILS <br />8" WALL w/ #4 BARS @ 18" o.c. <br />EACH WAY. (2) #4 BARS © TOP. <br />HOOK VERTICAL BARS INTO FOOTING — <br />ALTERNATE HOOK DIRECTION. <br />I� <br />FOOTING REINFORCING <br />PER PLAN/SCHEDULE <br />JOISTS PARALLEL <br />Cn <br />> O N <br />Q N O00 <br />U <br />r <br />ry m ro <br />0 <br />W Q n <br />N <br />O <br />N <br />a� <br />4� <br />U <br />co � L<i <br />)U) <br />::3 <br /><O <br />a) z <br />O > o <br />3: <br />3: <br />L <br />LLJ _ <br />3: <br />+J <br />n <br />(f) <br />z <br />0 <br />o <br />:m) <br />> <br />L <br />Of <br />w <br />� <br />J <br />U <br />J <br />U <br />m <br />to <br />N <br />d <br />N <br />i <br />i <br />CoLLJ <br />Ln <br />7 <br />Q <br />p <br />i <br />o <br />� <br />o <br />x <br />LLJ <br />� Lv <br />� > N <br />0 00 <br />z0-) <br />W0Q <br />Q U <br />Q <br />zD <br />0r� cl� <br />O LLJ <br />� � W <br />U <br />Q <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 />STRUCTURAL <br />DETAILS <br />5-5.0 <br />