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Required number of 16d common nails per connection, wood
dpw.lacounty.govNo edge support Total load Live load 24/0 3/8 24 20 40 30 24/16 7/16 24 24 50 40 32/16 15/32, 1/2 32 28 40 30 40/20 19/32, 5/8 40 32 40 30 48/24 23/32, 3/4 48 36 45 35 Rafter to plate RAFTER TIE CONNECTIONS Roof live load 20 psf [(Table R802.5.1(9)] Required number of 16d common nails per connection, wood
STRUCTURAL MEMBER ALLOWABLE DEFLECTION
www.iccsafe.orgFor continuous aluminum structural members supporting edge of glass, the total load deflection shall not exceed L/175 for each glass lite or L/60 for the entire length of the member, whichever is more stringent. For sandwich panels used in roofs or walls of sunroom additions or patio covers, the total load deflection shall not exceed L/120. d.