| Plan Review Notes For Permit 02011562 |
| Permit Number |
02011562 |
|
| Review Stop |
R |
| Sequence Number |
2 |
|
| Notes |
| Date |
Text |
| 2002-03-14 00:00:00 | TRUSSES DENIED | | | | | | 1)THE TRUSS DESIGN WIND LOAD INFORMATION | | | IS NOT CONSISTENT. THE TRUSS DRAWING | | | COVER SHEET LISTS 1997 SBC 110MPH AND | | | MOST OF THE DRAWINGS LIST ASCE 7-98 AND | | | 140MPH WIND LOAD AND 15' MEAN ROOF | | | HEIGHT. DRAWING #21 LISTS 1997 SBC AND | | | 110 MPH. THE STRUCTURE IS DESIGNED USING | | | THE 1997 SBC WITH 110MPH AND 16' M.R.H. | | | PLEASE CORRECT. | | | | | | 2) THE UPLIFTS GIVEN ON THE TRUSS | | | DRAWINGS EXCEED THE CAPACITIES OF | | | SEVERAL OF THE SPECIFIED TRUSS ANCHORS. | | | TRUSSES FB1, SG3 AND HGA. | | | THE ANCHOR SPECIFIED FOR JOINT 13 OF | | | TRUSS T26 WILL NOT WORK. THE TRUSS SITS | | | ON TOP OF THE WALL AND A TRUSS HANGER IS | | | SPECIFIED. PLEASE CORRECT. | | | | | | HUGHES AND SEMCO WERE PURCHASED BY USP. | | | PLEASE UPDATE THE ANCHOR LEGEND AND | | | HUGHES JOIST HANGER SPECIFIED ON SHEET 7 | | | TO REFLECT THIS CHANGE. |
|
