| Plan Review Stops For Permit 07010874 |
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
2 |
Status |
P |
Date |
2007-01-17 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2007-01-17 |
Time |
17:29 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2007-01-17 |
Time |
17:29 |
Sent To |
|
|
| Notes |
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|
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
F |
Date |
2007-01-16 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2007-01-16 |
Time |
17:20 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2007-01-16 |
Time |
17:10 |
Sent To |
|
|
| Notes |
| 2007-01-16 17:19:56 | DENIED BY BUILDING | | | | | | 1) SPECIFY THE APPROVED ASSEMBLY THAT WILL BE | | | INSTALLED. CIRCLE THE FASTENING OPTION AND MAXIMUM | | | DESIGN PRESSURE FOR THE ASSEMBLY. SEE PAGES 9-31 OF THE | | | NOA. | | | | | | 2) SUBMIT RAS 117 CALCULATIONS FOR THE PERIMETER AND | | | CORNER AREAS IF THE MAXIMUM DESIGN PRESSURE SELECTED IS | | | NOT ADEQUATE FOR THESE AREAS. SEE LIMITATION NUMBER 7 | | | ON PAGE 32 OF THE NOA. FOR THIS STRUCTURE THE PERIMETER | | | AREA PRESSURE IS -59.2 PSF AND THE CORNER AREAS | | | PRESSURE IS -89.0 PSF. | | | | | | ROBERT MCDOUGAL | | | BLDG. PLAN REVIEW | | | (561)805-6714 |
|
|
| Review Stop |
HIST |
HISTORICAL |
| Rev No |
1 |
Status |
P |
Date |
2007-01-16 |
|
|
Cont ID |
|
| Sent By |
ssherman |
Date |
2007-01-16 |
Time |
15:19 |
Rev Time |
0.00 |
| Received By |
ssherman |
Date |
2007-01-16 |
Time |
15:18 |
Sent To |
|
|
| Notes |
| 2007-01-16 15:19:05 | HISTORICAL APPROVAL PER GALINA JUDGE |
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