| Plan Review Stops For Permit 06021226 |
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
P |
Date |
2006-03-29 |
|
|
Cont ID |
|
| Sent By |
mjacobs |
Date |
2006-03-29 |
Time |
17:34 |
Rev Time |
0.00 |
| Received By |
mjacobs |
Date |
2006-03-29 |
Time |
17:06 |
Sent To |
PC |
|
| Notes |
| 2006-03-29 00:00:00 | PROVISO | | | | | | R506.1 GENERAL. | | | CONCRETE SLAB-ON-GROUND FLOORS SHALL BE | | | A MINIMUM 3.5 INCHES (89 MM) THICK (FOR | | | EXPANSIVE SOILS, SEE SECTION R403.1.8 ). | | | THE SPECIFIED COMPRESSIVE STRENGTH OF | | | CONCRETE SHALL BE AS SET FORTH IN | | | SECTION R402.2 . |
|
|
| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
2 |
Status |
N |
Date |
2006-03-09 |
|
|
Cont ID |
|
| Sent By |
adarroug |
Date |
2006-03-09 |
Time |
09:18 |
Rev Time |
0.00 |
| Received By |
adarroug |
Date |
2006-03-09 |
Time |
09:18 |
Sent To |
B |
|
| Notes |
| 2006-03-09 00:00:00 | TO "MISC" BOX#2 |
|
|
| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
1 |
Status |
N |
Date |
|
|
|
Cont ID |
|
| Sent By |
|
Date |
2006-03-29 |
Time |
|
Rev Time |
0.00 |
| Received By |
adarroug |
Date |
2006-03-02 |
Time |
12:29 |
Sent To |
|
|
| Notes |
| 2006-03-02 00:00:00 | TO "Z" BOX |
|
|
| Review Stop |
Z |
ZONING |
| Rev No |
1 |
Status |
P |
Date |
2006-03-08 |
|
|
Cont ID |
|
| Sent By |
mmclean |
Date |
2006-03-08 |
Time |
15:48 |
Rev Time |
0.00 |
| Received By |
mmclean |
Date |
2006-03-08 |
Time |
15:48 |
Sent To |
I |
|
| Notes |
|
|
|
