| Plan Review Stops For Permit 14010565 |
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
2 |
Status |
P |
Date |
2014-01-16 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2014-01-16 |
Time |
20:06 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2014-01-16 |
Time |
20:06 |
Sent To |
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|
| Notes |
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|
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
F |
Date |
2014-01-10 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2014-01-10 |
Time |
17:14 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2014-01-10 |
Time |
16:11 |
Sent To |
|
|
| Notes |
| 2014-01-10 17:14:55 | 2010 FBC | | | | | | DENIED BY BUILDING | | | | | | 1) THIS STRUCTURE IS LOCATED IN 170 MPH VULT WIND SPEED | | | EXPOSURE C THE UPLIFT FOR THE FLAT ROOF EXCEEDS THE | | | MAXIMUM DESIGN PRESSURE OF THE -60 PSF SPECIFIED ON | | | PAGE 22 OF NOA NO.13-0514.10 . SUBMIT TWO SETS OF | | | SIGNED AND SEALED RAS117 CALCULATIONS FOR ENHANCED | | | FASTENING AT THE PERIMETER AND CORNER ROOF AREAS AS | | | REQUIRED BY LIMITATION NUMBER 7 ON PAGE 26 OF THE NOA. | | | | | | ROBERT MCDOUGAL | | | BLDG. PLAN REVIEW | | | (561)805-6714 | | | [email protected] |
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|
| Review Stop |
HIST |
HISTORICAL |
| Rev No |
1 |
Status |
P |
Date |
2014-01-10 |
|
|
Cont ID |
|
| Sent By |
fmittner |
Date |
2014-01-10 |
Time |
14:58 |
Rev Time |
0.00 |
| Received By |
fmittner |
Date |
2014-01-10 |
Time |
14:58 |
Sent To |
|
|
| Notes |
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