Needless to say, I'm on the Atlantic Coast and vulnerable to both hurricanes and the tornadoes they often spawn. Looking for inputs as to construction possibilities to deal with 150 + mph winds (should they occur).
Basic design is 24 x 72 and the pad, footings are already poured (16 yrds of concrete in the footings (18" x 18" x 192') and another 33 yrds went in the avg 6" deep pad). We used 4000 psi concrete with rebar throughout and protruded #6 3/4" rebar 48" out of the footings to tie into ICF. The walls will be constructed of ICF, horizontally and vertically reinforced with rebar, and I believe that will handle most loads (engineer says good up to 235-250 mph winds). Windows and doors will be impact-resistant and separately shuttered with 200 mph storm panels.
Questions:
(1) Recommendations on roof and infrastructure? (roof/ceiling rafters, trusses, decking, final mat'l)
(2) Recommendations for 9' high garage doors? (These won't be impact-resistant shuttered like the doors and windows and will need to deal with the forces on their own)
Basic design is 24 x 72 and the pad, footings are already poured (16 yrds of concrete in the footings (18" x 18" x 192') and another 33 yrds went in the avg 6" deep pad). We used 4000 psi concrete with rebar throughout and protruded #6 3/4" rebar 48" out of the footings to tie into ICF. The walls will be constructed of ICF, horizontally and vertically reinforced with rebar, and I believe that will handle most loads (engineer says good up to 235-250 mph winds). Windows and doors will be impact-resistant and separately shuttered with 200 mph storm panels.
Questions:
(1) Recommendations on roof and infrastructure? (roof/ceiling rafters, trusses, decking, final mat'l)
(2) Recommendations for 9' high garage doors? (These won't be impact-resistant shuttered like the doors and windows and will need to deal with the forces on their own)
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