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Dat& 8/9/2018 <br />Job # 93 <br />SHEARWALL SCHEDULE <br />Sheathing -Applied to <br />Sheathing Edge Nails #5 <br />Roof <br />to To Plate <br />p <br />Sill <br />Pete Anchors / <br />s <br />Mark 2x HF studs Q 1 " o,ca <br />All Edges Blocked <br />Base Plate <br />Floor <br />to Top Plate <br />1 <br />31 <br />" x 1/4" washers <br />*(2) U,N, , Below <br />(do not penetrate past flush) <br />Nailing #5 <br />& Sill <br />Plate (5) <br />- see <br />note ( ) <br />SW- 1 7/ 1 1° OSB <br />8d C 511 ooco (12" oaca f t a) 15d C 1211 ooce <br />H t Q <br />24" oac, <br />5/ " <br />dia x l " A 1s L " oaco <br />or A35 9 24(° oac. <br />Z�� <br />TIGHT FIT SOLID BLWG <br />BOUNDARY NAILS PER PLAN <br />�r- PLAN <br />, <br />LEDGER1" ROOF TRUSS) W <br />A STUD <br />TRUSSES OR RAFTERS <br />- PARALLEL <br />WALL PER PLAN <br />FIT SOLID ! <br />-ROOF FRAMING PER PLAN <br />2X LEDGER W/ <br />0- 16d EA STUD <br />RAFTERS PERPENDICULAR TO WALL <br />/--SHEARWALL PER PLAN <br />s�TIIGHT FIT SOLID SLKO <br />Xp—SOUNDARY NAILS PER PLAN <br />ROOF SHEATHING PER PLAN <br />TRUSS (MONO) PER PLAN <br />2X CONTINUOUS <br />SOLID 6LK°G W/ <br />0- 16d EA STUD <br />LRUSSES PERPENDICULAR TO BALL <br />,.. fl mogig''s <br />1 8 h <br />00 <br />E <br />co QD <br />o � � <br />m T- <br />Q Lo 0) <br />co "q _0 <br />a <br />i <br />LU <br />CD <br />11 <br />LU <br />W <br />LIJ <br />EL <br />';7—=--L4 <br />cc <br />lam!' r,,. C ar E�.,, n, � o� c� <br />