| Plan Review Stops For Permit 07080520 |
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
2 |
Status |
P |
Date |
2007-08-27 |
|
|
Cont ID |
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| Sent By |
rmcdouga |
Date |
2007-08-27 |
Time |
07:40 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2007-08-27 |
Time |
07:40 |
Sent To |
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|
| Notes |
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|
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
F |
Date |
2007-08-17 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2007-08-17 |
Time |
10:29 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2007-08-17 |
Time |
10:29 |
Sent To |
|
|
| Notes |
| 2007-08-17 11:38:43 | 2004 FBC | | | REROOF- FLAT | | | | | | DENIED BY BUILDING | | | | | | 1) SPECIFY WHICH ONE OF THE APPROVED ASSEMBLIES LISTED | | | IN THE NOA WILL BE INSTALLED. | | | | | | 2) SPECIFY THE FASTENING OPTION AND CORRESPONDING | | | DESIGN PRESSURE THAT WILL BE USED FOR THE ASSEMBLY. | | | | | | 3) THE REQUIRED UPLIFT PRESSURES ARE -59.2 FOR THE | | | PERIMETER ROOF AREAS AND -89.0 FOR THE CORNER ROOF | | | AREAS. IF THE DESIGN PRESSURES ARE TOO LOW, SEE GENERAL | | | LIMITATION #7 ON PAGE 21 OF THE NOA. SUBMIT RAS 117 | | | CALCULATIONS FOR ENHANCED FASTENING. | | | | | | - ROBERT MCDOUGAL | | | BLDG. PLAN REVIEW | | | (561)805-6714 | | | [email protected] |
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