| Plan Review Stops For Permit 06020366 |
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
2 |
Status |
P |
Date |
2006-02-10 |
|
|
Cont ID |
|
| Sent By |
alange |
Date |
2006-02-10 |
Time |
10:07 |
Rev Time |
0.33 |
| Received By |
alange |
Date |
2006-02-10 |
Time |
10:07 |
Sent To |
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|
| Notes |
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|
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
F |
Date |
2006-02-08 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2006-02-08 |
Time |
10:36 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2006-02-08 |
Time |
10:36 |
Sent To |
|
|
| Notes |
| 2006-02-08 00:00:00 | DENIED | | | | | | 1) SPECIFY THE MEAN ROOF HEIGHT OF THE | | | STRUCTURE. | | | | | | 2) THE MAXIMUM DESIGN PRESSURE FOR THE | | | PRODUCT LISTED IN THE NOA IS TOO LOW FOR | | | ROOF ZONES 2 AND 3. | | | | | | 3) LIMITATION #1 IN THE NOA ALLOWS | | | DESIGN PRESSURES TO BE INCREASED BY | | | RATIONAL ANALYSIS BY INCREASING THE | | | NUMBER OF FASTENERS. HOWEVER, ALL | | | RATIONAL ANALYSIS COMPUTATIONS SHALL BE | | | PREPARED, SIGNED AND SEALED BY A FLORIDA | | | REGISTERED PROFESSIONAL ENGINEER, | | | REGISTERED ARCHITECT OR REGISTERED ROOF | | | CONSULTANT. | | | | | | ROBERT MCDOUGAL | | | BLDG. PLAN REVIEW | | | (561)805-6714 |
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