| Plan Review Notes For Permit 03101696 |
| Permit Number |
03101696 |
|
| Review Stop |
B |
| Sequence Number |
3 |
|
| Notes |
| Date |
Text |
| 2004-01-26 00:00:00 | BUILDING REVIEW APPROVED WITH PROVISO: | | | 1-PROVIDE COMPLETE INFORMATION FOR STORM | | | SHUTTERS UNDER A SEPARATE PERMIT. | | | 2-SHEET S-3: A)DIAPHRAGM SCHEDULE AND | | | ROOF SHEATHING AND NAILING NOTE DON'T | | | MATCH. REVISE/CLARIFY AS REQUIRED. | | | B)CONNECTOR TC-5 @ MASONRY APPLICATION: | | | SEE USP TECHNICAL BULLETIN AND REVISE | | | SIZE OF SCREW TO ACHIEVE REQUIRED MIN. | | | EMBEDMENT. ALSO, CLARIFY IF THIS | | | CONNECTOR WAS REVISED/UPDATED BY USP | | | TO COMPLY WITH SEC. 1609.4.3 FBC 2001 | | | WHICH DOESN'T ALLOW THE STEEL STRESS | | | TO BE INCREASED. | | | C)CLARIFY WHY UPLIFT SHOWN ON TRUSS | | | ANCHOR SCHEUDLE IS HIGHER THAN THE | | | ONE PUBLISHED BY USP. SEC. 104.2.1.2 | | | CITY AMENDMENTS TO FBC 2001. | | | | | | 3-PROVIDE FLORIDA PRODUCT APPROVAL FOR: | | | A)ROOF TILE. | | | B)8'X7' GARAGE DOOR THAT MEET THE DESIGN | | | PRESSURES CALCULATED BY ARCHITECT. | | | C)STRUCTURAL CONNECTORS. |
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