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7. Revise slab penetration along grid 11 between <br /> E&F. <br /> 8. Several wall revisions were made along gridlines A, <br /> F and 12. <br /> S 1.03C 1. Revised stairs to wood stairs. Per revised arch. <br /> 2. Revised elevator shaft size. <br /> S1.03D 1. Revised stairs to wood stairs. Per revised arch. <br /> 2. Revised elevator shaft size. <br /> 3. Revised reinforcing between gridlines 10&12 and <br /> A&B. <br /> 4. Reinforcing around crane opening was revised due <br /> to required larger opening in slab. <br /> 5. Revised reinforcing around slab penetration along <br /> grid 11 between E&F. <br /> S 1.03E 1. Revised stairs to wood stairs. Per revised arch. <br /> 2. Revised elevator shaft size. <br /> 3. Revised reinforcing along grids 1,A&F. <br /> S1.03F 1. Revised stairs to wood stairs. Per revised arch. <br /> 2. Revised elevator shaft size. <br /> 3. Revised reinforcing between gridlines l0&12 and <br /> A&B. <br /> 4. Center of Tower Crane was revised due to required <br /> larger opening in slab. <br /> 5.Revised reinforcing around slab penetration along <br /> grid 11 between E&F. <br /> 6. Revised reinforcing along grids 12, A&F. <br /> S1.03G 1. Revised stairs to wood stairs. Per revised arch. <br /> 2. Revised elevator shaft size. <br /> 3. Various Post-Tensioning tendon revisions. <br /> S 1.03H 1. Revised stairs to wood stairs. Per revised arch. <br /> 2. Revised elevator shaft size. <br /> 3. Revised post-tensioning between gridlines 10&12. <br /> 4. Center of Tower Crane was revised due to required <br /> larger opening in slab. <br /> S1.04 1. Revised stairs to wood stairs. Per revised arch. <br /> 2. Revised elevator shaft size. <br /> 3. Center of Tower Crane was revised due to required <br /> larger opening in slab. <br /> 4. Incorporated several slab penetrations. <br /> 5. Incorporated several revisions to depressed slab <br /> areas per architectural revisions <br /> 6. Several wall revisions were made along gridlines A, <br /> F and 12. <br /> S1.04A 1. Revised stairs to wood stairs. Per revised arch. <br /> 2. Revised elevator shaft size. <br /> 3. Incorporated several slab penetrations. <br /> 4. Incorporated several revisions to depressed slab <br /> 3/4/2019 Page 3 of 6; <br /> 2:07:29 PM <br />