| Date |
Text |
| 2002-01-09 00:00:00 | TRUSSES DENIED |
| | |
| | 1) PROVIDE (2) SETS OF TRUSS DRAWINGS |
| | AND LAYOUTS. THE LAYOUTS ARE REQUIRED TO |
| | BE SIGNED, SEALED AND DATED BY THE TRUSS |
| | ENGINEER. THE ENGINEER'S TITLE BLOCK IS |
| | REQUIRED. INDICATE THE DESIGN CRITERIA |
| | USED ON THE LAYOUT. ASCE7-95 (140 MPH |
| | WINDLOAD) OR 97 SBC SECTION 1606 (110MPH |
| | WINDLOAD). |
| | |
| | 2) THE LAYOUT MUST BE REVIEWED AND |
| | APPROVED BY THE DESIGNER OF RECORD FOR |
| | THE STRUCTURE (JOHN AVERKAMP, INC.). |
| | THIS IS TO BE INDICATED ON THE TRUSS |
| | LAYOUT. |
| | |
| | 3) THE DESIGN CRITERIA INDICATED ON THE |
| | TRUSS DRAWINGS IS INCORRECT. THE CORRECT |
| | DESIGN CRITERIA IS ASCE7-95 (140 MPH |
| | WINDLOAD) OR 1997 STANDARD BUILDING CODE |
| | SECTION 1606 (110 MPH WINDLOAD). |
| | |
| | 4) THE TRUSS DRAWINGS ARE REQUIRED TO BE |
| | DATED BY THE TRUSS ENGINEER INDICATING |
| | THE DATE THEY WERE SEALED. |
| | |
| | 5) THE TRUSS LAYOUT AND THE ROOF FRAMING |
| | PLAN (SHEET 6) HAVE SIGNIFICANT |
| | DIFFERENCES. PLEASE SUBMIT A REVISED |
| | ROOF FRAMING PLAN. |
| | |
| | 6) TRUSS T1 (UPLIFT 1891#) EXCEEDS THE |
| | CAPACITY OF THE SPECIFIED CONNECTOR, A3 |
| | (1360#). PLEASE CORRECT. |
| | |
| | 7) T30 AT JOINT 10 (UPLIFT 912#) EXCEEDS |
| | CAPACITY OF A1 (755#). PLEASE CORRECT. |
| | |
| | 8) T32 (UPLIFTS 839# AND 1112#) EXCEED |
| | CAPACITY OF A1 (755#). PLEASE CORRECT. |
| | |
| | TO AVOID DELAYS, CHECK THE UPLIFT |
| | CAPACITIES OF THE SPECIFIED CONNECTORS |
| | TO ENSURE THAT THEY ARE CAPABLE OF |
| | RESISTING THE IMPOSED LOADS. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)659-8096 EXT.8202 |
