Date |
Text |
2002-04-10 00:00:00 | TRUSS DRAWINGS CHECKLIST: |
| 1-ARCHITECT TO REVIEW ALL TRUSS DRAWINGS |
| AFTER CORRECTIONS ARE DONE. |
| 2-TRUSS LAYOUT: A)ENGINEER TO PROVIDE |
| HIS INFORMATION AND SIGN, SEAL AND DATE |
| AS REQUIRED BY CHAPTER 471 FL. STATUTES |
| WHEN SUBMITTING DWGS FOR PUBLIC RECORDS |
| B)REVISE LOADING CRITERIA. SEE THE |
| STRUCTURAL DRAWINGS. |
| C)FIN. ROOFIS CEMENT TILE NOT SHINGLES |
| D)SPECIFY CODE USED. |
| 3-ENGINEERED TRUSSES: |
| A)REVISE LOADING SEE STRUCTURAL DRAWINGS |
| B)CLEARLY SPECIFY CODE USED. SBC 1997 |
| FOR 110MPH OR ASCE 7-95 FOR 140MPH. |
| NOT SBCCI 1999. |
| C)TRUSS ENGINEER TO PROVIDE DRAWINGS W/ |
| ORIGINAL SIGNATURE. CHAPTER 471 FL. ST. |
| 4-ARCHITECT'S ANCHOR SCHEDULE: |
| A)THERE IS NOT RT24 ANCHOR ON USP |
| CATALOGUE. IS THIS A CUSTOM MADE |
| CONNECTOR?. PROVIDE SPECIFICATIONS AND |
| ENGINEERED CALCULATIONS. |
| B)PROVIDE CONNECTORS TO RESIST UPLIFT |
| LOADS CALCULATED ON THE ENGINEERED |
| TRUSSES H1A, H1B, H2A, FG4 AND ALL |
| OTHERS WHERE UPLIFT LOADS EXCEEDS THE |
| CONNECTOR CAPACITY. SEE ENGINEER' DWGS |
| D)SPECIFY CONNECTORS FOR TRUSSES HG3A |
| AND FG4. SEE ENGINEERED TRUSSES. |