Date |
Text |
2004-01-16 00:00:00 | BUILDING REVIEW APPROVED WITH PROVISO: |
| 1-PROVIDE COMPLETE FLORIDA/SITE SPECIFIC |
| PRODUCT APPROVAL FOR: ALL DOOR/WINDOW |
| TYPES, GLASS BLOCK, MULLIONS, ROOF |
| TILE AND STRUCTURAL CONNECTORS. |
| 2-DETAIL E/4: REVISE FASTENER SIZE TO |
| ACHIEVE 2" MIN. EMBEDMENT. ALSO,REVISE |
| NOTES ON DWG #2 TO BE CONSISTENT. SEC. |
| 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| 3-PROVIDE ENGINEERING CALCULATIONS FOR |
| FASTENERS SPECIFIED ON TRUSS ANCHOR |
| SCHEDULE TO SHOW COMPLIANCE WITH SEC. |
| 1609.4.3 FBC 2001 WHICH DOESN'T ALLOW |
| STEEL STRESS TO BE INCREASED. |
| 4-DETAIL A/4: ROOF TILE FASTENERS NOTES |
| REFER TO TABLES 6 AND 8. CLARIFY WHERE |
| ARE THESE TABLES COMING FROM? SEE FBC |
| 2001 OR ASCE 7-98. |
| 5-SHEET A-7: A)REVISE DESIGN PRESSURES |
| AT EXTEIOR OPENINGS. SEE TABLES |
| 1606.2B AND 1606.2E FBC 2001. PROVIDE |
| ENGINEERING CALCS FOR DIFFERENT DESIGN |
| PRESSURES. SECTION 104.2.1.2 OF CITY |
| AMENDMENTS TO FBC 2001. |
| B)DESIGN PRESSURES SHOWN ON SHEET 3B AND |
| SHEET 7 DON'T MATCH. REVISE AS REQ'D. |
| C)REVISE REAR PORCH FLOOR PLAN AND ROOF |
| FRAMING PLAN NOTES AND TRUSS ANCHOR TO |
| MATCH. NOTE THAT BEAM WAS CHANGED FROM |
| GIRDER TRUSS TO CONCRETE BEAM. REVISE |
| TRUSS CONNECTOR ACCORDINGLY. SECTION |
| 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| D)WNDOWS SHOWN ON ELEVATION DON'T MATCH |
| THOSE SPECIFIED ON WINDOW SCHEDULE. |
| REVISE AS REQUIRED. |