Joined Sep 20, 2008
· 33 Posts
Discussion Starter
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#1
Apr 25, 2009
Can anyone advise me on a preferred way to put a roof load over an existing deck? I don't know if can (or should) avoid spending on an engineer for this. Existing deck is 24 w x 10' deep, ledgered to house, rear beam is 8' back (so there's a 24" cantilever). 2x8 joists 16" oc, dbl 2x10 rear beam. 5/4 decking. To convert the deck to a porch I need to load the roof onto the deck's cantilever (code problem). Do I have to reframe this deck to make things work? Thanks. Joined Jan 30, 2008
· 23, 010 Posts
Joined Sep 13, 2008
· 4, 497 Posts
I think it will depend on what the local building and safety officials say about needing an engineer. I know that here in CA. I can "engineer" this using what is called 'conventional construction' techniques and design. You need to have a set of plans that will show the layout, how it attaches to structures and building details. The weight of a roof really doesn't put that much load on beams and such but you may have requirements for up-lift due to wind of other factors that need to be taken into account.
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Professor James F Griffith is an academic clinical radiologist working at The Chinese University of Hong Kong. He has 25 years' experience working with musculoskeletal ultrasound in a clinical setting from the initial inception of high-resolution ultrasound into clinical practice. He is a Head of a busy Musculoskeletal Imaging Unit covering all aspects of musculoskeletal imaging including ultrasound, CT, MRI, PET-CT and intervention. This imaging cross-integration allows him to fully appreciate the benefits of ultrasound in the work up and treatment of different musculoskeletal conditions. He has published nearly 300 peer-reviewed papers on various aspects of musculoskeletal imaging as well as conducting and participating in at least forty musculoskeletal ultrasound workshops.
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