Beaty Construction's EMC Engineering Drawing

General Notes

1. DESIGN CODE: IBC 2018
2. DESIGN LOADS: ASCE 7-16
3. WIND VELOCITY 135 MPH EXPOSURE C
4. CONCRETE 2500 PSI MIN.
5. SQ. HSS STEEL ASTM A500 GR. B, Fy = 46 KSI MIN.
6. PLATE STEEL ASTM A36, Fy = 36 KSI MIN.
7. WELDING STRENGTH Fexx=70 KSI MIN.
8. THREADED ANCHOR ROD STEEL ASTM F1554 GR. 36, Fu = 58 KSI MIN.
9. STEEL REINFORCEMENT IN CONCRETE ASTM A615 GR. 60
10. VERTICAL SOIL BEARING PER IBC CLASS 4 (2000 PSF)
11. PROVIDE MIN. 3" CLEAR COVER ON ALL STEEL EMBEDDED IN CONCRETE WHEN CAST AGAINST SOIL
12. PROVIDE PROTECTION AGAINST DISSIMILAR METALS
13. ALL DIMENSIONS TO BE VERIFIED PRIOR TO FABRICATION