| Plan Review Stops For Permit 06050037 |
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
2 |
Status |
P |
Date |
2006-06-07 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2006-06-07 |
Time |
14:47 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2006-06-07 |
Time |
14:47 |
Sent To |
|
|
| Notes |
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|
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
F |
Date |
2006-05-02 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2006-05-02 |
Time |
08:05 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2006-05-02 |
Time |
08:05 |
Sent To |
|
|
| Notes |
| 2006-05-02 00:00:00 | DENIED | | | | | | 1) SPECIFY THE MEAN ROOF HEIGHT OF THE | | | BUILDING ON THE APPLICATION. | | | | | | 2) CIRCLE THE FASTENING OPTION THAT YOU | | | WILL USE ON SHEET 17 OF THE NOA FOR THE | | | MODIFIED SYSTEM. | | | | | | 3) THE PRESSURES LISTED FOR THE MODIFIED | | | SYSTEM. WILL NOT MEET THE REQUIRED | | | COMPONENT AND CLADDING WIND LOADS LISTED | | | IN FBC TABLE 1609.6B. THEREFORE, | | | ENHANCED FASTENING IS REQUIRED, SEE | | | LIMITATION #7. LIMITATION #7 ON SHEET 20 | | | OF THE NOA REQUIRES THE CALCULATIONS FOR | | | FASTENER DENSITIES TO BE DONE BY AN | | | ENGINEER, ARCHITECT OR REGISTERED ROOF | | | CONSULTANT. SUBMIT RAS 117 CALCULATIONS | | | SIGNED AND SEALED BY AN ENGINEER, | | | ARCHITECT OR REGISTERED ROOF CONSULTANT. | | | | | | | | | ROBERT MCDOUGAL | | | BLDG. PLAN REVIEW | | | (561)805-6714 |
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