| Plan Review Stops For Permit 09070599 |
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
2 |
Status |
P |
Date |
2009-08-11 |
|
|
Cont ID |
|
| Sent By |
shill |
Date |
2009-08-11 |
Time |
17:00 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2009-08-11 |
Time |
17:00 |
Sent To |
|
|
| Notes |
| 2009-08-11 17:01:09 | REVISION - INSTALLATION SCHEDULE | | | |
|
|
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
P |
Date |
2009-07-29 |
|
|
Cont ID |
|
| Sent By |
shill |
Date |
2009-07-29 |
Time |
08:25 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2009-07-29 |
Time |
08:25 |
Sent To |
|
|
| Notes |
| 2009-07-29 08:26:57 | REVISION REQUIRED | | | PROVIDE INSTALLATION SCHEDULE | | | | | | NOTE THAT "FLOOR MOUNT" IS HIGHLIGHTED. SEE SHEET 11 OF | | | THE PRODUCT APPROVAL. MINIMUM CONCRETE STRENGTH | | | REQUIRED IS 3000PSI; CONCRETE SLAB IS USUALLY 2500PSI. | | | EITHER PROVIDE EVIDENCE THAT THE CONCRETE MEETS MINIMUM | | | STRENGTH OR REVISE ANCHOR SPACING. | | | |
|
|
| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
1 |
Status |
N |
Date |
2009-08-06 |
|
|
Cont ID |
|
| Sent By |
lmartine |
Date |
2009-08-06 |
Time |
08:57 |
Rev Time |
0.00 |
| Received By |
lmartine |
Date |
2009-08-06 |
Time |
08:57 |
Sent To |
|
|
| Notes |
| 2009-08-06 08:58:33 | GAVE TO SAMANTHA |
|
|
|
