| Plan Review Stops For Permit 13010208 |
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
2 |
Status |
P |
Date |
2013-01-11 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2013-01-11 |
Time |
11:36 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2013-01-11 |
Time |
11:36 |
Sent To |
|
|
| Notes |
|
|
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
F |
Date |
2013-01-09 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2013-01-09 |
Time |
16:29 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2013-01-09 |
Time |
16:29 |
Sent To |
|
|
| Notes |
| 2013-01-09 16:49:16 | 2010 FBC | | | | | | DENIED BY BUILDING | | | | | | 1) THE SELECTED ROOFING SYSTEM ON PAGE 6 OF NOA NUMBER | | | 10-0330.02 HAS A MAXIMUM DESIGN PRESSURE OF -45 PSF. | | | THE STRUCTURE IS LOCATED ON THE INTER-COASTAL WATERWAY | | | IN EXPOSURE CATEGORY D WITH A 170 MPH WIND-SPEED. | | | BECAUSE THE REQUIRED UPLIFT PRESSURES EXCEED THE DESIGN | | | PRESSURE, RAS 117 CALCULATIONS FOR ENHANCED FASTENING | | | IS REQUIRED BY LIMITATION NUMBER 7 OF THE NOA. | | | LIMITATION NUMBER 7 ON PAGE 11 OF THE NOA, REQUIRES THE | | | CALCULATIONS TO BE PREPARED, SIGNED AND SEALED BY A | | | DESIGN PROFESSIONAL. | | | | | | ROBERT MCDOUGAL | | | BLDG. PLAN REVIEW | | | (561)805-6714 | | | [email protected] |
|
|
| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
1 |
Status |
N |
Date |
2013-01-09 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2013-01-09 |
Time |
16:49 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2013-01-09 |
Time |
14:14 |
Sent To |
|
|
| Notes |
| 2013-01-09 14:14:27 | SENT TO RMCDOUGAL |
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|
