| Plan Review Stops For Permit 14050698 |
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
2 |
Status |
P |
Date |
2014-05-22 |
|
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Cont ID |
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| Sent By |
skennedy |
Date |
2014-05-22 |
Time |
08:11 |
Rev Time |
0.00 |
| Received By |
skennedy |
Date |
|
Time |
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Sent To |
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| Notes |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
F |
Date |
2014-05-19 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2014-05-19 |
Time |
15:16 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2014-05-19 |
Time |
15:16 |
Sent To |
|
|
| Notes |
| 2014-05-19 15:29:50 | 2010 FBC | | | | | | DENIED BY BUILDING | | | | | | 1) THE STRUCTURE IS LOCATED IN A 170 MPH WIND SPEED, | | | THE EXPOSURE CATEGORY IS C, THE MEAN ROOF HEIGHT IS | | | LESS THAN 25 FEET AND THE ROOF SLOPE IS 3/12. THE | | | MAXIMUM DESIGN PRESSURE FROM THE PRODUCT APPROVAL IS | | | TOO LOW FOR THE CORNER AND PERIMETER ROOF AREAS. THE | | | REQUIRED UPLIFT IS -68.0 PSF FOR THE PERIMETER AND | | | -99.8 PSF FOR THE CORNERS. SUBMIT TWO SETS OF RAS 117 | | | CALCULATIONS AS REQUIRED BY NOA NO. 13-0424.14 | | | | | | ROBERT MCDOUGAL | | | BLDG. PLAN REVIEW | | | (561)805-6714 | | | [email protected] | | | | | | |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
1 |
Status |
N |
Date |
2014-05-19 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2014-05-19 |
Time |
15:16 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2014-05-19 |
Time |
15:16 |
Sent To |
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|
| Notes |
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