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SHEARWALL EDGE , A . �. l <br />TO BOTTOM P - <br />G0. <br />PLAN ([—JOIST SHOWN, <br />O C' <br />• z# 4 HORIZ .t 1 <br />M, <br />0.� <br />TYPICAL ROOF OVERFRAMING DETAILS <br />DIAPHRAGM EDGE NAILING <br />INTO RIM JOIST (10d 0 6- <br />c MIN) <br />1 d NAIL EACH BLOCK <br />SHEA WALL PER PLAN (USE SDSY4"x4h" SCREW <br />(MERE SPECIFIED) FOR 3x BOTTOM PLATES) <br />RW <br />SHEALL EDGE NAILING 2 BAYS OF JOIST BLOCKING 0 48' o/c j <br />t►snJDC' nDEN If-n13� r N (3)1Cd NAILS INTO EACH BLOCK <br />tom. <br />f?s <br />2x4 BLOCKING w/ 1 <br />SINKERS 0 6" o/c TO <br />SLEEPER BELOW <br />AID" DOUBLE TOP PLATE W/ EDGE NAILING (D HOLDOWN PER SCHEDULE AN-11 <br />(STAGGER) <br />PLAN (HDQ8—SDS3 SHOWN) <br />SHEARWALL`: NAILING S LPANEL <br />OI — <br />COORDINATE STUD AND <br />EDGES. BLOCKING AT ALL PANEL EDGES <br />PLATE SIZES w/ SHEARWALL <br />CEDGE <br />WHERE APPLICABLE.LL <br />SCHEDULE REQUIREMENTS <br />NAILING <br />DOUBLEHEIGHT) STAGGER INTO <br />STUDS 0 16" ON CENTER <br />STUDS, AND KING STUDS <br />OPRESSURE <br />TREATED SILL PLATE WITH <br />@BEARING STUD FOR HEADER <br />EDGE NAILING AND ANCHOR BOLTS PER <br />SHEARWALL SCHEDULE. <br />(E)TOP <br />PLATE SPLICE NAILING TO BE (8) 16d <br />THICKNESS AT ALL <br />SINKERS (MIN). LAP 48" MINIMUM. CENTER <br />SHEARWALLS <br />SPLICE ON STUD. <br />;-�_�TD- <br />���LR#ALL �LEVATION RIM <br />_'W/ <br />SCALE: 2"=l'— " <br />r <br />4 <br />U <br />L <br />I <br />0 <br />co 0 <br />co <br />gay <br />IL !1 <br />L <br />NJ <br />6 <br />4��y�}� <br />e <br />KyF ' o, $ <br />Co[ W e <br />... . z <br />4-1 <br />a <br />0 <br />4 <br />cri <br />