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N <br /> At roof framing,roof a, $ <br /> to <br /> vent block per vent Nail end truss to m< E <br /> wall plate with 16d . <br /> c <br /> block pica)detail �1- <br /> 1 nails @ 6"o.c. Manufacted Continue MST72 up . ai ai <br /> Roof framing,flat or Edge nailing per I trusses per shear wall end post until rn m r;m <br /> sloped per plan shear wall f plan Shear wall end I I it receives nailing per the c m c <br /> schedule I post I hold down notes w co m m <br /> A35 per shear wall schedule ��" EPC66 t,, • I 3 Z N n <br /> Plate nailing per post cap 6x6 DF#2 I MST72 hold down �, <br /> Diaphragm ed a nailingper shear wall scheduleIry ' -42" Existing5.5 _ per plan E Q' <br /> 9 r 5/8"x6"lag screw, o <br /> diaphragm schedule 1 / counter-sink to foundation 6" 2N-n <br /> Rim joist,provide allow min.2"of °- <br /> 5-1/4" <br /> Diaphragm sheathing per _� hangers to match joist -- wood to remain y c-) a <br /> diaphragm schedule ( size where rim joist is ^5-1l4" o w <br /> used as a header 6x6 DF#2 brace <br /> 3" (3)1/2'x3"epoxy O' <br /> Where joists are i--=i. —N-- grouted anchor <br /> parallel to wall, iui �� 6x6 DF#2 post in wall bolts per hold <br /> provide 1 bay of ni i Edge nailing per <br /> solid wood ji shear wall schedule down notes <br /> blocking @4'0" `tel A35 per shear wall Diagonal Knee Brace Detail HD1• <br /> MST Hold Down Detail .:42 0 g <br /> o.c.attached with schedule R1 <br /> A35 both ends 1/2" 1'-0" <br /> 3/4" = 1-0' Q <br /> Joists perpendicular I Shear wall sheathing per <br /> 4 <br /> to wall,where J shear wall schedule _ <br /> PP �'''' <br /> applicable • Edge nailing per shear .—_ = fU <br /> Anchor bolt per i wall schedule y.. y <br /> shear wall schedule ; j C N > <br /> l':',.-,Concrete foundation Diaphragm edge nailing,refer to CO W <br /> 2"clear, diaphragm schedule and diaphragm <br /> minimum notes on framing plans,as <br /> Ventilation opening,refer to architect's <br /> requirements for size and position ,r applicable. Diaphragmto nail spacing <br /> may be adjusted account for holes <br /> Edge nailing per shear Solid blocking between / in the blocking,provided the same <br /> number of nails are used. Nail <br /> wall schedule joists or rim joist,as spacing may not be less than 3"o.c. <br /> 11., <br /> applicable. No gap / _ -- <br /> Il permitted between the — Roof <br /> �,' blocking and the roof Itigim <br /> diaphragm <br /> sheathing <br /> 1 sheathing <br /> Ini , A35 per shear wall <br /> ni ;Thii, wall J <br /> l schedule. I ■ Roof framing <br /> Anchor bolt per members F¢— <br /> shear wall schedule ... :Refer to plans for member sizes. Wall top plate u J <br /> A35 per shear wall schedule <br /> Concrete foundation L2'clear, Z <br /> minimum <br /> Alternate Condition Q <br /> IY <br /> Exterior Shear Wall Framing Typical Detail Roof Ventilation Typical Detail LL' <br /> 1" = 1-0" 1" = 1'-0" <br /> O\-N S.App <br /> } 05WAs <br /> y� <br /> ` c <br /> 0• , <br /> a , <br /> i <br /> t. <br /> 09 z <br /> b <br /> ... <br /> At S3 .0 <br /> 0./) <br />