Redlined Review Set.pdf
At lower level shear walls to be upgraded/verified
area. Provide a detail for shear transfer through
Verify there is no range/oven within the kitchen,
and therefore, no requirement for a range hood.
Verify this wall is structurally adequate to resist It appears this holdown aligns with a DBL 2x10
on existing foundation, provide an option for a
The roof diaphragm is not continuous in this
below. Provide calculations showing that a
any additional shear load from the addition.
retrofit anchor bolt including size, spacing,
Provide a shear transfer detail for the roof
(2)2x10 is structurally adequate.
framing to interior shear wall
embedment and a detail.
Safety glazing required.Safety glazing required.
a horizontal diaphragm.
Comments
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Page 3 (9)
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...hardwired and interconnected with...backup
957# overturning load labeled 'Not Critical' on
cantilevered joists carrying wall and roof from
above are structurally adequate. Include the
Connections should be per the shear wall Connections should be per the shear wall
sheet 4 of the calculations as appropriate.
Anchor bolt spacing should be 'per SW
Provide calculations to show that the
Provide the base shear on the plans.
per IRC R314.
Comments
Schedule'.
schedule.schedule.
2012 NDS
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Comment 13Comment 10Comment 11Comment 12Comment 14Comment 15
Comment 9
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