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Design for Code Acceptance (DCA) 1- 7

Does the wet service factor apply for residential wood decks?
How are deck beams or girders attached to posts?
Figure 18 of DCA6 prohibits attachment of the ledger to an overhang or bay window. Does this include small cantilevers on the house such as brick ledge cantilevers or cantilevers to accommodate exterior insulation?
In Prescriptive Residential Wood Deck Construction Guide (DCA 6) Table 2, why, for a given joist size, does the overhang span sometimes increase as joist spacing increases?
Can I specify proprietary fasteners such as gun nails?
Is there a soil capacity that can be assumed or do you have to do an actual test?
What are the requirements for locations of diagonal knee braces?
In the DCA6 you specify a live load = 40psf. I thought the live load requirement for decks and balconies was 100 psf?
Does the DCA6 apply to canopies or awnings?
How are lateral load devices provided for a deck being attached to an existing home?
If a deck is under a roof or other covering, do I still need to apply the wet service factor for the structural members?
Why does Prescriptive Residential Wood Deck Construction Guide (DCA 6) Figure 10 show that diagonal bracing is prohibited on center posts?
How can I determine the fire endurance of an exposed wood member?
How can I meet residential energy requirements with wood-frame construction?
Where can I obtain information on designing post frame structures (sometimes referred to as pole buildings or pole barns)?
For one-hour fire-resistance-rated wood joist assemblies, how do I compensate using a 2x8 rather than a 2x10?
Where can I find information on the Component Additive Method (CAM) for calculating and demonstrating assembly fire endurance?
Where can I find information on fire-resistance-rated wood floor and wall assemblies?
Where can I find information on flame spread performance of wood products?

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Technical Resources

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Wood Construction Data (WCD)

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Wood Structural Design Data (WSDD)

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