Date |
Text |
2002-01-30 00:00:00 | TRUSSES DENIED |
| |
| 1)THE DESIGN CRITERIA IS NOT CONSISTENT. |
| THE TRUSS LAYOUT AND COVER SHEET ON THE |
| DRAWINGS LIST 1997 SBC (110MPH WINDLOAD) |
| AND THE TRUSS DRAWINGS LIST ASCE 7-98 |
| (145MPH WIND SPEED). IF ASCE IS TO BE |
| USED, THE CORRECT EDITION IS ASCE 7-95, |
| UNLESS DESIGNING TO COMPLY WITH 2001 |
| FLORIDA BUILDING CODE. BECAUSE THE |
| BUILDING IS DESIGNED TO 97 SBC, THE |
| TRUSSES MUST BE ALSO. |
| |
| 2) THE MEAN ROOF HEIGHT OF THE STRUCTURE |
| IS 17', THE TRUSS DRAWINGS LIST A WALL |
| HEIGHT OF 15 FT.,AS IF STRUCTURE HAD A |
| FLAT ROOF. PLEASE CORRECT. |
| |
| 3) TRUSS GT5 (3477# UPLIFT) EXCEEDS THE |
| CAPACITY OF THE SPECIFIED ANCHOR(1400#). |
| |
| 4) SHEET 7 OF THE PLANS DOES NOT |
| INDICATE AN ANCHOR FOR THE CENTER BEAR- |
| ING POINT (JOINT 16) OF TRUSS GT4. |
| |
| 5) TRUSS HG2A IS MISLABELED AS HG2 ON |
| THE TRUSS LAYOUT. |
| |
| 6) NO ANCHOR IS INDICATED FOR THE CENTER |
| BEARING POINT (JOINT 18) OF TRUSS GT1. |
| |
| NOTE: |
| SEMCO AND HUGHES HAVE BEEN PURCHASED BY |
| USP AND THE UPLIFT VALUES OF SOME |
| CONNECTORS HAVE BEEN REDUCED. PLEASE |
| REFER TO CURRENT USP CATALOG AND REVISE |
| THE ANCHOR SCHEDULE ACCORDINGLY ON |
| FUTURE SUBMITTALS. |