| Date |
Text |
| 2002-04-18 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 AS |
| | REQ'D BY CHAPTER 471 FLORIDA STATUTES. |
| | B)REVISE LOADING CRITERIA. SEE THE |
| | STRUCTURAL DRAWINGS. |
| | C)SPECIFY CODE AND YEAR USED. |
| | 3-ENGINEERED TRUSSES: |
| | A)REVISE LOADING CRITERIA FOR FLOOR |
| | TRUSSES AND ROOF TRUSSES. SEE THE |
| | STRUCTURAL DRAWINGS. |
| | B)CLEARLY SPECIFY CODE USED & YEAR. |
| | SBC 1999 IS NOT THE CODE ADOPTED BY |
| | THE CITY OF WEST PALM BEACH. |
| | C)TRUSS ENGINEER TO PROVIDE DRAWINGS W/ |
| | ORIGINAL SIGNATURE. CHAPTER 471 FL. ST |
| | 4-ARCHITECT'S ANCHOR SCHEDULE: |
| | A)THERE IS NOT RT24T CONNECTOR ON USP |
| | CATALOGUE. IS THIS A CUSTOM MADE |
| | CONNECTOR?. PROVIDE SPECIFICATIONS AND |
| | ENGINEERED CALCULATIONS. |
| | B)SAME COMMENTS AS ABOVE FOR CONNECTOR |
| | HTA48. |
| | C)CONNECTOR #9 DOESN'T RESIST THE UPLIFT |
| | LOADS CALCULATED ON THE ENGINEERED |
| | ROOF TRUSSES. REVISE AS REQUIRED. SEE |
| | ENGINEERED TRUSSES. |
| | 5-PROVIDE COMPLETE DETAILS AND SPECS FOR |
| | INTERMEDIATE COLUMNS TO SUPPORT TRUSS |
| | H1A. SPECIFY ALL CONNECTORS, TOP AND |
| | BOTTOM AND FOOTING SIZE & REINFORCING. |
