| Plan Review Stops For Permit 06071809 |
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
2 |
Status |
P |
Date |
2006-08-07 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2006-08-07 |
Time |
08:37 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2006-08-07 |
Time |
08:37 |
Sent To |
|
|
| Notes |
|
|
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
F |
Date |
2006-08-01 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2006-08-01 |
Time |
13:14 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2006-08-01 |
Time |
13:14 |
Sent To |
|
|
| Notes |
| 2006-08-01 00:00:00 | DENIED | | | | | | 1) THE ENGINEERING THAT WAS SUBMITTED IS | | | BASED ON PAGE 11 OF NOA 03-0501.05 WITH | | | SCREWS AND PLATES WITH -45 PSF DESIGN | | | PRESSURE. THE NOA SUBMITTED SPECIFIES | | | RING SHANK NAILS AND TIN CAPS WITH A | | | -52.5 PSF DESIGN PRESSURE LOCATED ON | | | PAGE 18 OF THE SAME NOA. THE ENGINEERING | | | MUST CORRESPOND TO THE SPECIFIED SYSTEM | | | IN THE NOA. | | | | | | ROBERT MCDOUGAL | | | BLDG. PLAN REVIEW | | | (561)805-6714 |
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