Date |
Text |
2004-01-21 00:00:00 | BUILDING REVIEW APPROVED WITH PROVISO: |
| 1-PROVIDE COMPLETE FLORIDA/SITE SPECIFIC |
| PRODUCT APPROVAL FOR ALL DOORS,WINDOWS |
| GLASS BLOCK, ROOF TILE, MULLIONS AND |
| STRUCTURAL CONNECTORS. |
| 2-REVISE DETAIL E/4. FASTENER SPECIFIED |
| DOESN'T PROVIDE THE 2" MIN. EMBEDMENT. |
| 3-PROVIDE ENGINEERING CALCULATIONS FOR |
| TRUSS ANCHOR FASTENERS THAT DIFFER |
| FROM THOSE TESTED & PUBLISHED BY USP |
| TO COMPLY WITH SEC. 1609.4.3 FBC 2001 |
| REGARDING THE STEEL STRESS.SECTION |
| 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| 4-DETAIL A/4: ROOF TILE FASTENERS NOTE |
| TABLES 6 AND 8. WHERE ARE THESE TABLES |
| TAKEN FROM? WE USE FBC 2001 AND ASCE |
| 7-98. SEC. 104.2.1.2 CITY AMENDMENTS. |
| 5-SHEET #7: A)REVISE DESIGN PRESSURES. |
| SEE TABLES 1606.2B & 1606.2E FBC 2001. |
| B)DESIGN PRESSURES SHOWN DON'T MATCH |
| DESIGN PRESSURES SHOWN ON SHEET 3. |
| C)REVISE REAR PORCH FLOOR PLAN AND ROOF |
| PLAN NOTES TO REFLECT CHANGE OF WOOD |
| BEAM TO CONCRETE BEAM. SEC. 104.2.1.2 |
| CITY AMENDMENTS TO FBC 2001. |
| D)WINDOWS SHOWN ON EXTERIOR ELEVATION |
| DON'T MATCH WINDOW SCHEDULE. REVISE. |