| Plan Review Stops For Permit 15011036 |
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
2 |
Status |
P |
Date |
2015-02-05 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2015-02-05 |
Time |
15:13 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2015-02-05 |
Time |
14:44 |
Sent To |
|
|
| Notes |
|
|
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
F |
Date |
2015-01-30 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2015-01-30 |
Time |
07:29 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2015-01-30 |
Time |
07:28 |
Sent To |
|
|
| Notes |
| 2015-01-30 08:35:40 | PLAN REVIEW COMMENTS | | | | | | 1ST REVIEW: FBC 2010 | | | ROBERT MCDOUGAL, CBO | | | COMMERCIAL COMBINATION PLANS EXAMINER | | | (561) 805-6714 | | | [email protected] | | | | | | DENIED BY BUILDING | | | PLEASE ADDRESS THE ITEMS NOTED BELOW: | | | | | | 1) THE STRUCTURE IS LOCATED IN EXPOSURE CATEGORY C WITH | | | A 170 MPH VULT WIND SPEED AND HAS A 22' MEAN ROOF | | | HEIGHT. THE REQUIRED COMPONENT AND CLADDING NEGATIVE | | | PRESSURE FOR THE FLAT ROOF IS -103 PSF FOR THE CORNERS | | | (ROOF ZONE 3). THIS UPLIFT EXCEEDS THE MAXIMUM DESIGN | | | PRESSURE OF -90 PSF FOR THE SYSTEM THAT YOU SELECTED | | | FROM THE PRODUCT APPROVAL. |
|
|
|
