heres what i got on my roof in south florida where hurricanes come..yikes...need an expert opinion..bought house 3 years ago
Im looking at the wind mitigation report. here it goes
1. Asphalt /fiberglass shingle---permit 02/2014
2. Built up.
3. Plywood/OSB roof sheathing with a minimum thickness of 7/16"inch attached to the roof truss/rafter (spaced a maximum of 24" inches o.c.) by 8d common nails spaced a maximum of 6" inches in the field. - OR- Dimensional lumber/Tongue & Groove decking with a minimum of 2 nails per board (or 1 nail per board if each board is equal to or less than 6 inches in width). -OR Any system of screws, nails, adhesives, other deck fastening system or truss/rafter spacing that is shown to have an equivalent or greater resistance than Sd common nails spaced a maximum of 6 inches in the field or has a mean uplift resistance of at least 182 psf
Minimal conditions to qualify for categories B, C, or D. All visible metal connectors are: Secured to truss/rafter with a minimum of three (3) nails, and Attached to the wall top plate of the wall framing, or embedded in the bond beam, with less than a 1/2" gap from the blocking or truss/rafter and blocked no more than 1.5" of the truss/rafter, and free of visible severe corrosion.
4. C. Single Wraps Metal connectors consisting of a single strap that wraps over the top of the truss/rafter and is secured with a minimum of 2 nails on the front side and a minimum of 1 nail on the opposing side
5. C. Other Roof Any roof that does not qualify as either (A) or (B) above.
6. NSR
not sure relevant to roof
A. WOOD FRAME: 14% (Gable ends) B. MASONRY: 86% C. OTHER: %
can you break it down in lamens terms?