2004-01-15 00:00:00 | BUILDING REVIEW CHECKLIST: |
| 1-ARCHITECT TO COMPLY WITH CHAPTER 481 |
| FLORIDA STATUTES WHEN SUBMITTING DWGS |
| FOR PUBLIC RECORDS. |
| 2-NEED RECORDED NOTICE OF COMMENCEMENT. |
| 3-PROVIDE COMPLETE FLORIDA/SITE SPECIFIC |
| PRODUCT APPROVAL FOR ALL DOORS/WINDOWS |
| TYPE, MULLIONS, GLASS BLOCK, ROOF TILE |
| AND ALL STRUCTURAL CONNECTORS. |
| 4-PROVIDE SPECIFIC UL LISTING FOR ONE HR |
| FIRE RATED GLASS BLOCK ASSEMBLY AND |
| REVISE DETAIL ACCORDINGLY. SECTION |
| 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| 5-GARAGE BUCK DETAIL AND NOTES ON DWG #2 |
| DON'T MATCH. CHECK FASTENERS. |
| 6-UPDATE TRUSS ANCHOR SCHEDULE AND ALL |
| DETAILS TO COMPLY WITH SEC. 1609.4.3 |
| FBC 2001.PROVIDE ENGINEERING CALCS |
| FOR DIFFERENT VALUES AND FASTENERS. |
| SEE REVISE CATALOGUES. |
| B)SPECIFY SIZE FOR RT USP STRAPS. SEC. |
| 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| 7-DESIGNER OF RECORD TO SPECIFY ROOF |
| TILE FASTENER. SEC. 104.2.1.1 CITY |
| AMENDMENTS TO FBC 2001. |
| 8-REVISE WINDOW BUCK DETAIL. SEE SEC. |
| 1707.4.4.2 FBC 2001 FOR PROPER BUCK |
| INSTALLATION. |
| 9-REVISE DESIGN PRESSURES FOR EXTERIOR |
| OPENINGS. SEE TABLES 1606.2B AND |
| 1606.2E FOR PRESSURES ACCORDING TO |
| SIZE AND LOCATION. PROVIDE ENGINEERING |
| CALCS FOR DIFFERENT VALUES. |
| 10-PROVIDE ENGINEERING CALCS FOR SIMPSON |
| EG-7 CONNECTOR SHOWING COMPLIANCE WITH |
| SEC. 1609.4.3 FBC REGARDING THE STEEL |
| STRESS SINCE FASTENERS AREN'T THE SAME |
| AS TESTED AND PUBLISHED BY SIMPSON. |
| |
| IF YOU HAVE ANY QUESTIONS, PLEASE CALL |
| JULIO GOMEZ AT 805-6712. |