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Plan Review Details - Permit 15071187
| Plan Review Stops For Permit 15071187 |
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
3 |
Status |
P |
Date |
2015-08-10 |
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|
Cont ID |
|
| Sent By |
shill |
Date |
2015-08-10 |
Time |
11:28 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2015-08-10 |
Time |
11:28 |
Sent To |
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|
| Notes |
| 2015-08-10 11:31:30 | ****PROVISO*** | | | ISSUED AT CONTRACTOR'S RISK | | | | | | SAMANTHA HILL | | | BUILDING PLANS EXAMINER | | | [email protected] | | | 561-805-6724 | | | | | | FL 17870.1 HAS A STATUS OF "APPLIED." PRIOR TO FINAL | | | INSPECTION, THE COVER SHEET SHOWING THAT THIS PRODUCT | | | IS "APPROVED" WILL BE REQUIRED. | | | | | | IF THIS PRODUCT IS NOT APPROVED, CONTRACTOR IS TO | | | SUBMIT REVISION WITH EITHER NEW PRODUCT APPROVAL WITH | | | "APPROVED" STATUS OR ORIGINAL ENGINEERING AND SUBMIT | | | FOR A LOCAL PRODUCT APPROVAL. | | | | | | |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
2 |
Status |
F |
Date |
2015-08-05 |
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|
Cont ID |
|
| Sent By |
shill |
Date |
2015-08-05 |
Time |
09:09 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2015-08-05 |
Time |
09:09 |
Sent To |
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| Notes |
| 2015-08-05 09:16:22 | ****CORRECTIONS**** | | | | | | SAMANTHA HILL | | | BUILDING PLANS EXAMINER | | | [email protected] | | | 561-805-6724 | | | | | | 1. SUBSTRATE FOR HORIZONTAL INSTALLATIONS HAVE BEEN | | | CHANGED TO CONCRETE BLOCK SUBSTRATE. THE ANCHOR WAS | | | "PANELMATE" ON FIRST SUBMITTAL, BUT HAS BEEN CHANGED TO | | | "ANCHOR & SCREW." PROPOSED ANCHOR SPACING REMAINED THE | | | SAME. | | | | | | A. PLEASE REVISE ANCHOR TO BE CONSISTENT WITH THE | | | PRODUCT APPROVAL. FOR INSTANCE, PAGE 5, SPACING FOR | | | "ALL POINTS SOLID-SET" WAS CIRCLED. IF THIS IS THE | | | ANCHOR PROPOSED, "1/4" SOLID SET" WOULD BE THE ANCHOR. | | | "ANCHOR & SCREW" IS NOT LISTED AS ONE OF THE OPTIONS | | | WITHIN THE PRODUCT APPROVAL. | | | | | | B. SUBSTRATE WAS CHANGED, AND ANCHOR SPACING FOR | | | CONCRETE BLOCK, SPAN < 6 FT WAS CIRCLED. SEE ALL | | | OPENINGS WITH A SPAN GREATER THAN 6' (EXAMPLE 1, 2, 3, | | | ETC); THESE OPENINGS EXCEED 6' SO THE COLUMN FOR SPAN < | | | 8.67 FT SHOULD BE USED. ANCHOR SPACING PROPOSED DOES | | | NOT COMPLY WITH THE REQUIREMENTS OF THE PRODUCT | | | APPROVAL. | | | | | | FBC 5TH EDITION RESIDENTIAL 301.1, WIND LOADS | | | |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
F |
Date |
2015-08-01 |
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|
Cont ID |
|
| Sent By |
shill |
Date |
2015-08-01 |
Time |
12:15 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2015-08-01 |
Time |
12:15 |
Sent To |
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| Notes |
| 2015-08-01 12:17:32 | ****CORRECTIONS**** | | | | | | SAMANTHA HILL | | | BUILDING PLANS EXAMINER | | | [email protected] | | | 561-805-6724 | | | | | | 1. SUBSTRATE IS STATED AS CONCRETE, WITH HORIZONTAL | | | INSTALLATION. | | | | | | WINDOW AND DOOR OPENINGS TYPICALLY HAVE FILLED CELLS ON | | | BOTH SIDES. THEREFORE, HOLLOW BLOCK OR GROUT FILLED | | | CELL (IF AN OPTION ON THE PRODUCT APPROVAL) IS THE | | | SUBSTRATE. EITHER REVISE THE INSTALLATION SCHEDULE | | | ACCORDINGLY OR PROVIDE EVIDENCE THAT THIS STRUCTURE IS | | | FORMED AND POURED CONCRETE. | | | | | | FBC 5TH EDITION RESIDENTIAL 301.1, WIND LOADS | | | |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
3 |
Status |
N |
Date |
2015-08-10 |
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|
Cont ID |
|
| Sent By |
shill |
Date |
2015-08-10 |
Time |
11:32 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2015-08-06 |
Time |
11:21 |
Sent To |
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| Notes |
| 2015-08-06 11:21:56 | RESUB ROUTED TO SHILL |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
2 |
Status |
N |
Date |
2015-08-05 |
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|
Cont ID |
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| Sent By |
shill |
Date |
2015-08-05 |
Time |
09:16 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2015-08-04 |
Time |
15:33 |
Sent To |
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| Notes |
| 2015-08-04 15:33:31 | RESUB ROUTED TO SHILL |
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|
| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
1 |
Status |
N |
Date |
2015-08-01 |
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|
Cont ID |
|
| Sent By |
shill |
Date |
2015-08-01 |
Time |
12:17 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2015-07-30 |
Time |
14:55 |
Sent To |
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| Notes |
| 2015-07-30 14:56:13 | ROUTED TO BLDG $5000 & UNDER |
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