| Plan Review Stops For Permit 14050119 |
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
2 |
Status |
P |
Date |
2014-06-03 |
|
|
Cont ID |
|
| Sent By |
shill |
Date |
2014-06-03 |
Time |
16:35 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2014-06-03 |
Time |
16:35 |
Sent To |
|
|
| Notes |
|
|
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
F |
Date |
2014-05-16 |
|
|
Cont ID |
|
| Sent By |
shill |
Date |
2014-05-16 |
Time |
11:37 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2014-05-16 |
Time |
11:37 |
Sent To |
|
|
| Notes |
| 2014-05-16 11:37:38 | ****CORRECTIONS**** | | | | | | SAMANTHA HILL | | | BUILDING PLANS EXAMINER | | | [email protected] | | | 561-805-6724 | | | | | | 1. ENGINEERING REQUIRED TO DETERMINE WIND DESIGN | | | PRESSURES FOR BUILDINGS OVER 120', FBC 1609. | | | | | | 2. SEE SHEET 9 OF THE PRODUCT APPROVAL. C4, 43 PSF WAS | | | CIRCLED, BUT INSTALLATION SCHEDULE PROPOSES -58.5 DP. | | | AFTER ENGINEER SPECIFIES DESIGN PRESSURE, REVISE ANCHOR | | | SPACING ACCORDINGLY. SPACING PROPOSED DOES NOT COMPLY | | | WITH THE DESIGN PRESSURE PROPOSED. FOR -58.5 DP, USE | | | THE 62PSF ROW, 8.5" REQUIRED. | | | | | | | | | | | | |
|
|
| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
2 |
Status |
N |
Date |
2014-06-03 |
|
|
Cont ID |
|
| Sent By |
shill |
Date |
2014-06-03 |
Time |
16:36 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2014-06-03 |
Time |
11:44 |
Sent To |
|
|
| Notes |
| 2014-06-03 11:44:40 | TO SH DESK | | | |
|
|
| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
1 |
Status |
N |
Date |
2014-05-16 |
|
|
Cont ID |
|
| Sent By |
shill |
Date |
2014-05-16 |
Time |
11:37 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2014-05-05 |
Time |
10:47 |
Sent To |
|
|
| Notes |
| 2014-05-05 10:47:31 | ROUTED TO BLDG $5000 & UNDER |
|
|
|
