1. Uniform Load to +30 psf.
2. Dynamic Water Test @ 15 psf.
3. Uniform Loads to +40 psf and –40 psf.
4. Three cycles of Story Drifts to L/100 (1.625” to the left and then to the right).
5. Three cycles of floor deflection to 0.75” with the last cycle stayed at 0.75” deflection.
6. Dynamic Water Test @ 15 psf with floor deflection of 0.75”.
7. 1000 cycles of wind loads (0 to +20 psf) followed by 1000 cycles of wind loads (0 to –20 psf).
8. 100 cycles of Story Drifts to L/200 (0.75”).
9. 100 cycles of floor deflections (0 to 0.375”) with the last cycle stayed at 0.375” deflection.
10. Dynamic Water Test @ 15 psf with floor deflection of 0.375”.
11. Purposely damaged the air seal at one of the mullion splice joint where it was stretched due to the floor deflection and drilled eight 0.25” diameter holes on two horizontal panel joints located at the expected maximum dynamic wind zone.
12. Dynamic Water Test @ 15 psf with floor deflection of 0.375”.