Structural Notes:
1. All design conforms to Latest Edition of FBC, IBC and IRC.
2. Sturctual steel shall confom to ASTM A36, yield streght 36000 psi.
3. All welding shall be minimum 3/16" with E70 electrodes and shall conform to latest AISC/AWS codes. All wlds shall be fillet welds.
4. All nail vlaues in wood comform to latest Edition of NDS for Souther Pine, G=0.55. Values for other species shall be adjusted as per NDS.
5. Steel stress is not increased by 33%.
6. Porvide plywood shims to close the gap between joist and stell hangers to prevent bending if necessary.
7. Hanger Capacity Shall not exceed Capacity of Joist and Headers.
8. All products are painted Royal Blue or Galvanized. |