| Plan Review Notes For Permit 03042076 |
| Permit Number |
03042076 |
|
| Review Stop |
B |
| Sequence Number |
1 |
|
| Notes |
| Date |
Text |
| 2003-05-05 00:00:00 | MASTER PLAN 02081375 MODEL "E" | | | | | | *** ISSUED PERMIT*** | | | -PLAN REVIEW HISTORY- | | | | | | PERMIT# 03042076 | | | ADDRESS: 3417 COMMODORE CT | | | CONT: HOME DYNAMICS | | | TELL # (561)242-5105 | | | | | | THE ATTACHED COMMENTS ARE PART OF THE | | | PERMIT AND PLAN REVIEW PACKAGE AND ARE | | | NOT TO BE REMOVED FROM THE ISSUED SET OF | | | PLANS.104.2.1.2 ADMINISTRATIVE CODE. | | | | | | PROVISO: | | | 1609.4.3 LOAD REDUCTION. | | | WHEN STRUCTURAL EFFECTS DUE TO TWO OR | | | MORE LOADS IN COMBINATION WITH DEAD LOAD | | | ARE INVESTIGATED IN LOAD COMBINATIONS OF | | | 1609.4.1 OR 1609.4.2, THE COMBINED | | | EFFECTS DUE TO THE TWO OR LOADS MULTI- | | | PLIED BY 0.75 PLUS EFFECTS DUE TO DEAD | | | LOADS SHALL NOT BE LESS THAN THE EFFECTS | | | FROM THE LOAD COMBINATION OF THE DEAD | | | LOAD PLUS THE LOAD PRODUCING THE LARGEST | | | EFFECTS. INCREAS IN ALLOWABLE STRESS SPE | | | CIFIED IN THE MATERIALS SECTIONS OF THIS | | | CODE OR A REFRENCED STANDARD SHALL NOT | | | BE USED WITH THESE LOAD COMBINATIONS | | | EXCEPT THAT A DURATION OF LOAD INCREASE | | | SHALL BE PERMITTED IN ACCORDANCE WITH | | | CHAPTER 23. | | | RE-EVALUATE TRUSS LOAD TABLES BEFORE | | | TRUSS FRAMING INSPECTION. | | | JIM WITMER | | | (561)659-8096 X 8412 |
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