| Date |
Text |
| 2004-01-20 00:00:00 | BUILDING REVIEW APPROVED WITH PROVISO: |
| | 1-PROVIDE COMPLETE FLORIDA/SITE SPECIFIC |
| | PRODUCT APPROVAL FOR ALL DOORS/WINDOWS |
| | TYPE, GLASS BLOCK, MULLIONS, ROOF TILE |
| | AND STRUCTURAL CONNECTORS. |
| | 2-DETAIL E/4: REVISEFASTENER SIZE TO |
| | ACHIEVE 2" MIN. EMBEDMENT. REVISE NOTE |
| | ON DWG #2 TO MATCH. SEC. 104.2.1.2 |
| | CITY AMENDMENTS TO FBC 2001. |
| | 3-PROVIDE ENGINEERING CALCS FOR FASTENER |
| | SPECIFIED ON TRUSS ANCHORS TO COMPLY |
| | WITH SEC. 1609.4.3 FBC 2001 REGARDING |
| | STEEL STRESS WHEN USING DIFFERENT |
| | NUMBER OF FASTENERS THAN THOSE TESTED |
| | AND PUBLISHED ON CATALOGUE.SECTION |
| | 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| | 4-DETAIL A/4: WHERE ARE TABLES 6 AND 8 |
| | FOR ROOF TILE FASTENER TAKEN FROM?. |
| | WE USE FBC 2001 OR ASCE 7-98. |
| | 5-SHEET A-7: A)REVISE DESIGN PRESSURES @ |
| | EXTERIOR OPENINGS. SEE TABLES 1606.2B |
| | AND 1606.2E FBC 2001. |
| | B)DESIGN PRESSURES SHOWN ON SHEET 3B AND |
| | SHEET 7 DON'T MATCH. |
| | C)REVISE REAR PORCH FLOOR PLAN AND ROOF |
| | FRAMING PLAN TO REFLECT CHANGE FROM |
| | GIRDER TRUSS TO CONCRETE BEAM. SOME |
| | NOTES STILL REFER TO GIRDER TRUSS. |
| | SEC. 104.2.1.2 CITY AMENDMENTS TO FBC. |
| | D)WINDOWS SHOWN ON EXTERIOR ELEVATION |
| | DON'T MATCH THOSE SHOWN ON WINDOW |
| | SCHEDULE. |
