| 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. |
