| Plan Review Stops For Permit 09060501 |
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
2 |
Status |
P |
Date |
2009-07-08 |
|
|
Cont ID |
|
| Sent By |
shill |
Date |
2009-07-08 |
Time |
08:57 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2009-07-08 |
Time |
08:57 |
Sent To |
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|
| Notes |
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|
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
F |
Date |
2009-06-18 |
|
|
Cont ID |
|
| Sent By |
shill |
Date |
2009-06-18 |
Time |
18:10 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2009-06-18 |
Time |
18:10 |
Sent To |
|
|
| Notes |
| 2009-06-18 18:16:00 | ****CORRECTIONS**** | | | SAMANTHA HILL, BUILDING PLANS EXAMINER | | | 561-805-6724 [email protected] | | | FBC FLORIDA BUILDING CODE 2007 | | | FBC R FLORIDA BUILDING CODE 2007 RESIDENTIAL | | | | | | 1. THE PRODUCT REQUIRES 3000PSI CONCRETE, SEE PAGE 1. | | | FOR OPENINGS WITH A FLOOR MOUNT, PLEASE NOTE THAT | | | RESIDENTIAL SLABS ARE TYPICALLY POURED AT 2500PSI; HOW | | | HAVE YOU DETERMINED THAT THE CONCRETE MEETS THE MINIMUM | | | STRENGTH? YOU MAY USE ANCHOR SPACING FOR MASONRY/BLOCK | | | IN LIEU OF PROVIDING EVIDENCE THAT THE CONCRETE MEETS | | | 3000PSI REQUIREMENT. | | | | | | **UPON REQUEST (TELEPHONE CALL), PLAN WILL BE REDLINED | | | TO REVISE ANCHOR SPACING FOR OPENING #7 TO BE 3" | | | BOTTOM** | | | |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
1 |
Status |
N |
Date |
2009-06-18 |
|
|
Cont ID |
|
| Sent By |
shill |
Date |
2009-06-18 |
Time |
18:17 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
|
Time |
|
Sent To |
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| Notes |
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