| Date |
Text |
| 2004-01-22 00:00:00 | BUILDING REVIEW APPROVED WITH PROVISO: |
| | 1-SOME DRAWINGS ARE MISSING INFORMATION |
| | REQUIRED BY ARCHITECT TO BE INCLUDED |
| | IN ALL PLAN AS REQ'D BY CHAPTER 471 |
| | FLORIDA STATUTES. |
| | 2-PROVIDE COMPLETE FLORIDA/SITE SPECIFIC |
| | INFORMATION FOR ALL DOORS, WINDOWS, |
| | GLASS BLOCK, ROOF TILE, MULLIONS AND |
| | STRUCTURAL CONNECTORS PRIOR TO INSTA- |
| | LLATION. |
| | 3-GARAGE BUCK DETAIL AND NOTES ON DWG #2 |
| | DON'T MATCH. CHECK FASTENER SIZE. |
| | 4-TRUSS ANCHOR SCHEDULE: PROVIDE CALCS |
| | FOR TYPE/NUMBER OF FASTENERS OTHER |
| | THAN THOSE TESTED AND PUBLISHED BY USP |
| | TO COMPLY WITH SEC. 1609.4.3 FBC 2001 |
| | REGARDING STEEL STRESS INCREASE. |
| | 5-DESIGNER OF RECORD TO SPECIFY ROOF |
| | TILE FASTENERS AS REQ'D BY SECTION |
| | 104.2.1.1 CITY AMENDMENTS TO FBC 2001. |
| | 6-REVISE WINDOW BUCK DETAIL. SEE SECTION |
| | 1707.4.42 FBC 2001 FOR PROPER BUCK |
| | INSTALLATION. |
| | 7-SHEET #3: A)REVISE DESIGN PRESSURES. |
| | SEE TABLES 1606.2B AND 1606.2E FOR |
| | DESIGN PRESSURES ACCORDING TO SIZE AND |
| | LOCATION. |
| | B)PROVIDE ENGINEERING CALCULATIONS FOR |
| | SIMPSON EG7 FASTENERS, SINCE THEY ARE |
| | DIFFERENT THAN THOSE TESTED AND |
| | PUBLISHED BY USP TO COMPLY WITH SEC. |
| | 1609.4.3 FBC 2001 REGARDING THE STEEL |
| | STRESS INCREASE. |
