| Plan Review Stops For Permit 12040320 |
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
2 |
Status |
P |
Date |
2012-04-27 |
|
|
Cont ID |
|
| Sent By |
lmartine |
Date |
2012-04-27 |
Time |
14:17 |
Rev Time |
0.00 |
| Received By |
lmartine |
Date |
2012-04-27 |
Time |
14:17 |
Sent To |
|
|
| Notes |
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|
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
F |
Date |
2012-04-20 |
|
|
Cont ID |
|
| Sent By |
shill |
Date |
2012-04-20 |
Time |
14:25 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2012-04-20 |
Time |
14:25 |
Sent To |
|
|
| Notes |
| 2012-04-20 14:27:27 | ****CORRECTIONS**** | | | SAMANTHA HILL, BUILDING PLANS EXAMINER | | | 561-805-6724 [email protected] | | | FBC FLORIDA BUILDING CODE 2010 | | | FBC R FLORIDA BUILDING CODE 2010 RESIDENTIAL | | | | | | | | | 1. DESIGN PRESSURES APPEAR TOO LOW. EXPOSURE C, 15 MRH, | | | 10 SF OPENING (WORST CASE) ZONE 4, DESIGN PRESSURES | | | SHOULD BE +37.9 / -41.1; -36.7 PROPOSED. IT IS NOT | | | CLEAR HOW YOU HAVE DETERMINED DESIGN PRESSURES, SEE FBC | | | R 301.2(2). | | | | | | NOTE THAT THE LARGER OPENINGS HAVE HIGHER DESIGN | | | PRESSURES, WHICH IS NOT CORRECT. PLEASE FEEL FREE TO | | | CONTACT ME IF YOU WISH TO DISCUSS METHODS OF | | | DETERMINING DESIGN PRESSURE REQUIREMENTS. | | | |
|
|
| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
1 |
Status |
N |
Date |
2012-04-20 |
|
|
Cont ID |
|
| Sent By |
shill |
Date |
2012-04-20 |
Time |
14:27 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2012-04-12 |
Time |
11:03 |
Sent To |
|
|
| Notes |
| 2012-04-13 11:04:16 | INCOMING SENT TOMISC BOX # 1. JW |
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