| Date |
Text |
| 2002-10-23 00:00:00 | APPROVED WITH PROVISO: |
| | 1-REVISE TRUSS CONNECTOR TO MATCH USP |
| | PUBLISHED LOADS. PROVIDE ENGINEERING |
| | CALCS FOR DIFFERENT LOADS. SECTION |
| | 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| | **NOTE: VALUES TO MATCH TYPE OF NAIL |
| | USED. SEE USP CATALOGUE. |
| | 2-PROVIDE ENGINEERING CALCULATIONS FOR |
| | DETAIL 5/S3. SINCE FASTENERS ARE DIFFE |
| | RENT THAN THOSE PUBLISHED BY USP. ALSO |
| | CLARIFY HOW ARE TAPCONS FASTENED IF |
| | THEY NEED TO BE 1 1/2" APART. SEE SIZE |
| | OF CONNECTOR AND # OF FASTENERS. |
| | **SPECIFY ON FLOOR PLAN THE CALCULATED |
| | LOADS AT THIS CONNECTION. |
| | SEC. 104.2.1.2 CITY AMENDMENTS TO FBC. |
| | 3-PROVIDE COMPLETE/CORRECT INFORMATION |
| | FOR STORM SHUTTERS UNDER A SEPARATE |
| | PERMIT. SEE CITY IMPLEMENTATION FOR |
| | HURRICANE MISSILE IMPACT PROTECTION. |
| | 4-PROVIDE SOIL TEST REPORT. |
| | 5-ROOF SHEATHING & NAILING NOTE ON DWG |
| | DWG S3 AND SECTION 4/S3 AND DIAPHRAGM |
| | SCHEDULE HAVE DIFFERENT SPECS. REVISE/ |
| | CLARIFY WHICH IS THE RIGHT FASTENER |
| | AND SPACING TO BE USED. SEC. 104.2.1.2 |
| | CITY AMENDMENTS TO FBC 2001. |
| | 6-PROVIDE ENGINEERING CALCULATIONS FOR |
| | 1" WASHER USED AT STRUCTURAL BUCK FOR |
| | GARAGE. CONSIDER THE WOOD TYPE AND |
| | REDUCTION FACTOR FOR P.T. WOOD. SEC. |
| | 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
