| Date |
Text |
| 2001-05-30 00:00:00 | TRUSS DRAWINGS CHECKLIST: |
| | 1-TRUSS ENGINEER TO PROVIDE ALL HIS |
| | INFORMATION REQUIRED BY CHAPTER 61G15 |
| | OF FLORIDA BOARD OF PROFESSIONAL |
| | ENGINEERS AND CHAPTER 471 OF FLORIDA |
| | STATUTES. |
| | -PROVIDE INFO. ON TRUSS LAYOUT AS WELL. |
| | 2-TRUSS GENERAL DRAWINGS: |
| | -UPDATE DRAWINGS AS REQUIRED. SPECIFY |
| | CODE AND DESIGN CRITERIA USED. |
| | -(61G15-27): FOLLOW PROCEDURE TO SEAL |
| | ANOTHER'S WORK. |
| | -PROVIDE CLEAR, LEGIBLE AND UNCUT |
| | COPIES. |
| | 3-THERE IS ONLY ONE MEAN ROOF HEIGHT FOR |
| | ENTIRE BUILDING. TABLE 1606.2A SBC/97. |
| | 4-IF USING ASCE IT SHALL BE ASCE 7-95 |
| | FOR 145MPH NOT ASCE 7-93 FOR 110MPH. |
| | -COVER SHEET SAYS USING SBC/97. CLARIFY |
| | -SOME TRUSSES ARE DESIGNED USING ASCE |
| | AND OTHERS ARE USING SBC. CLARIFY. |
| | 5-ARCHITECT TO REVIEW ALL TRUSS DRAWINGS |
| | AFTER CORRECTIONS ARE DONE. |
| | 6-TRUSS S15 WAS DESIGNED WITH THREE |
| | BEARING POINTS. ARCHITECT TO SPECIFY |
| | CONNECTOR AT MID BEARING POINT. |
| | 7-ARCHITECT TO SPECIFY CONNECTOR THAT |
| | MEETS THE UPLIFT LOADS CALCULATED ON |
| | ENGINEERED TRUSSES S45, S46 AND T27. |
| | |
| | |
| | |
| | -THESE COMMENTS APPLY TO 01040803, |
| | 01040806, 01040808 AND 01040810. |
| | |
| | -IF YOU HAVE ANY QUESTIONS, PLEASE CALL |
| | JULIO GOMEZ AT 659-8096 EXT. 8232. |
