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<br />." <br /> <br />General Notes: <br /> <br />1. All reinforcing steel shall be ASTM A 615, Grade 40 (min) <br /> <br />2. Anchorages shall be hot -dipped galvanized, after fabrication per <br />ASTM A 90. <br /> <br />3. Trusses shall be designed per SBC and TPI specifications and certified <br />by a Professional Engineer registered in the state of Florida. <br /> <br />Wind Load Notes: <br /> <br />1. Design Velocity = 100 Mph <br /> <br />2. Specifications = SBC 1991 including 1992 and 1993 addendums, <br />section 1205. <br /> <br />3. Net uplift per truss bearing connection = 368.0 lbs. <br /> <br />4 . Factor of safety against overturning = 1.5 <br /> <br />5. Maximum unit shear at roof/ceiling diaphragm = 290.8 plf. <br /> <br />6. Maximum unit wall shear at midheight wall = 396.9 plf. <br /> <br />7. She arwall s- front and rear elevations, fasten sheathing wi 10d nails @ <br />2" o.c edges, 6" o.c interior. <br /> <br />8. Shearwalls-Ieft and right elevations, fasten sheathing wi 8d or larger <br />nails @ 6" o.c. edges, 12" o.c. interior. <br /> <br />9. Install I-Simpson L TT20 wi 1/2" AB and 1 0-16d nails at each end of <br />shearwalls. <br /> <br />