Plan Review Stops For Permit 06110835 |
Review Stop |
B |
BUILDING (STRUCTURAL) |
Rev No |
2 |
Status |
P |
Date |
2006-12-13 |
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Cont ID |
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Sent By |
rmcdouga |
Date |
2006-12-13 |
Time |
15:09 |
Rev Time |
0.00 |
Received By |
rmcdouga |
Date |
2006-12-13 |
Time |
15:09 |
Sent To |
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Notes |
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Review Stop |
B |
BUILDING (STRUCTURAL) |
Rev No |
1 |
Status |
F |
Date |
2006-11-29 |
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Cont ID |
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Sent By |
rmcdouga |
Date |
2006-11-29 |
Time |
07:42 |
Rev Time |
0.00 |
Received By |
rmcdouga |
Date |
2006-11-29 |
Time |
07:42 |
Sent To |
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Notes |
2006-11-29 07:48:59 | DENIED BY BUILDING | | | | 1) THE NOA FOR THE MODIFIED ROOF SYSTEM HAS A MAXIMUM | | DESIGN PRESSURE OF -52.5 PSF. ENHANCED FASTENING IS | | REQUIRED IN THE PERIMETER AND CORNER AREAS USING RAS | | 117 CALCULATIONS. LIMITATION NUMBER 7 OF THE NOA | | REQUIRES THAT THESE CALCULATIONS BE PREPARED, SIGNED | | AND SEALED BY A FL REGISTERED ENGINEER, ARCHITECT OR | | REGISTERED ROOFING CONSULANT. PLEASE SUBMIT THE SIGNED | | AND SEALED RAS 117 CALCULATIONS. | | | | ROBERT MCDOUGAL | | BLDG. PLAN REVIEW | | (561)805-6714 | | |
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Review Stop |
HIST |
HISTORICAL |
Rev No |
1 |
Status |
P |
Date |
2006-11-28 |
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Cont ID |
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Sent By |
swurafti |
Date |
2006-11-28 |
Time |
10:00 |
Rev Time |
0.00 |
Received By |
swurafti |
Date |
2006-11-28 |
Time |
10:00 |
Sent To |
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Notes |
2006-11-28 10:00:57 | HISTORIC APPROVED BY GJUDGE |
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