Laserfiche WebLink
CARPORT/CENTURY MEADOWS: GENEg~.L NOTES <br /> <br />1. Connect each truss to each support using (1 Simpson "H-3" <br />Hurricane Tie. <br /> <br /> Connect each 4x10 beam to each P.T. 4x6 post with (1) Simpson <br />"pC44" Post Cap. <br /> <br />3. Roof Sheathing: <br /> <br />1/2" plywood (24/0) or APA sheathing. <br />(particle board, oriented strand beard, <br />flake board, or waferboard, etc.) <br />With 8d box nails at 6" o/c all panel edges <br />And 8d box nails at 12" o/e field. <br />(Edges may be unblocked for shear) (240/180) <br /> <br />4. For connections not otherwise called out, comply with Uniform <br />Building Code Chapter 25, especially Table 25-Q. <br /> <br />Structural Desiqn Loads: <br /> <br />Snow Load ..... 25 psf <br />Wind .... 80 mph Exp. B <br />Soil Pressure 1500 psf <br /> <br />Materials: <br /> <br />Concrete <br /> <br />3000 psi at 28 days (typ.) <br />3500 psi at 28 days (slab) <br />.Slump (ftg) 3" - 5" <br /> Slump (slab) 2" - 4" <br /> Portland Cement C-150 <br /> 5-1/2 sacks per cu.yard <br /> Aggregates per C-33 <br /> 3/4" max. agg. size <br /> Water per C-94 <br /> Cone Temp btwn 50-90 F <br /> Air Entrain 5%-7% <br /> <br />Note: The concrete supplier is to assume full respons- <br />ibility for the mix design and the performance of the <br />concrete. <br /> <br />Rebar ASTM A615 Grade 40 <br /> Lap splice 40 dia. min. <br /> <br />steel ASTM A36 (Str. Steel) <br /> ASTM A307 (Bolts) <br /> ASTM A185 (Mesh) <br /> E70XX Welding Electrodes <br /> <br /> <br />