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Plan Review Details - Permit 21060589
| Plan Review Stops For Permit 21060589 |
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
2 |
Status |
P |
Date |
2021-07-07 |
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Cont ID |
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| Sent By |
shill |
Date |
2021-07-07 |
Time |
17:23 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2021-07-07 |
Time |
17:23 |
Sent To |
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| Notes |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
F |
Date |
2021-06-18 |
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Cont ID |
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| Sent By |
shill |
Date |
2021-06-18 |
Time |
17:03 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2021-06-18 |
Time |
17:03 |
Sent To |
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| Notes |
| 2021-06-18 17:06:37 | ****CORRECTIONS**** | | | | | | SAMANTHA HILL | | | BUILDING PLANS EXAMINER | | | [email protected] | | | 561-805-6724 | | | | | | FBC = FLORIDA BUILDING CODE, 7TH EDITION (2020) | | | FBC B = FBC BUILDING | | | FBC EB = FBC EXISTING BUILDING | | | FBC A = FBC ACCESSIBILITY | | | FBC EC = FBC ENERGY CONSERVATION | | | FBC R = FBC RESIDENTIAL | | | | | | 1. FBC B 1609, SEE PAGE 13 OF THE PRODUCT APPROVAL. | | | CRETE FLEX FASTENER INTO A CONCRETE SUBSTRATE REQUIRES | | | A 3" EDGE DISTANCE. SOME PRODUCT APPROVALS ALLOW | | | REDUCTION OF THE MINIMUM EDGE DISTANCE WITH A FACTOR | | | APPLIED (TIGHTER SPACING) BUT I DO NOT SEE THAT OPTION | | | AVAILABLE ON THIS PRODUCT APPROVAL. EITHER REVISE THE | | | INSTALLATION SCHEDULE OR ADVISE WHERE THE PRODUCT | | | APPROVAL ALLOWS A 2.25" MINIMUM EDGE DISTANCE, 6" | | | FASTENER SPACING. |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
2 |
Status |
N |
Date |
2021-07-07 |
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Cont ID |
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| Sent By |
shill |
Date |
2021-07-07 |
Time |
17:23 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2021-06-24 |
Time |
08:45 |
Sent To |
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| Notes |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
1 |
Status |
N |
Date |
2021-06-18 |
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Cont ID |
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| Sent By |
shill |
Date |
2021-06-18 |
Time |
17:06 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2021-06-10 |
Time |
15:39 |
Sent To |
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| Notes |
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| Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
| Rev No |
1 |
Status |
P |
Date |
2021-06-11 |
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Cont ID |
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| Sent By |
jgomez |
Date |
2021-06-11 |
Time |
14:43 |
Rev Time |
0.00 |
| Received By |
jgomez |
Date |
2021-06-11 |
Time |
14:43 |
Sent To |
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| Notes |
| 2021-06-11 14:42:04 | WIND LOAD CALCULATIONS HAVE ENGINEER'S EMBOSSED SEAL | | | AND ORIGINAL SIGNATURE. JG. |
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