Date |
Text |
2004-01-20 00:00:00 | BUILDING REVIEW APPROVED WITH PROVISO: |
| 1-PROVIDE COMPLETE FLORIDA/SITE SPECIFIC |
| PRODUCT APPROVAL FOR ALL WINDOWS AND |
| DOORS, GLASS BLOCK, MULLIONS, ROOF |
| TILE AND STRUCTURAL CONNECTORS. |
| 2-REVISE DETAIL E/4. FASTENER SPECIFIED |
| DOESN'T PROVIDE 2" MIN. EMBEDMENT. SEC |
| 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| 3-PROVIDE ENGINEERING CALCULATIONS FOR |
| NUMBER OF FASTENERS SPECIFIED ON TRUSS |
| ANCHOR SCHEDULE SINCE THEY DIFFER FROM |
| TESTED AND PUBLISHED VALUES BY USP TO |
| COMPLY WITH SEC. 1609.4.3 FBC 2001 |
| REGARDING THE STEEL STRESS LIMITATION. |
| SEC. 104.2.1.2 CITY AMENDMENTS TO FBC. |
| 4-CLARIFY WHERE ARE TABLES 6 AND 8 NOTED |
| ON DETAIL A/4 FOR ROOF TILE FASTENING |
| TAKEN FROM?. WEE FOLLOW FBC 2001 AND |
| ASCE 7-98 AND THEY DON'T HAVE THOSE |
| TABLES. SEC. 104.2.1.2 CITY AMENDMENTS |
| 5-SHEET A7: A)REVISE DESIGN PRESSURES. |
| SEE TABLES 1606.2B AND 1606.2E FBC. |
| B)DESIGN PRESSURES SHOWN ON THIS SHEET |
| AND SHEET 3 DON'T MATCH. |
| C)REVISE SPECS ON FLOOR PLAN & ROOF PLAN |
| TO REFLECT CHANGE OF BEAM FROM WOOD TO |
| CONCRETE BEAM. REVISE TRUSS ANCHOR AND |
| NOTES FOR WOOD BEAM. SEC. 104.2.1.2 |
| CITY AMENDMENTS TO FBC 2001. |
| D)WINDOWS SHOWN ON ELEVATION DON'T MATCH |
| THOSE ON WINDOW SCHEDULE. REVISE. |