| Plan Review Stops For Permit 22051046 |
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
4 |
Status |
P |
Date |
2022-10-12 |
|
|
Cont ID |
|
| Sent By |
shill |
Date |
2022-10-12 |
Time |
13:08 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2022-10-12 |
Time |
13:07 |
Sent To |
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|
| Notes |
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|
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
3 |
Status |
F |
Date |
2022-09-01 |
|
|
Cont ID |
|
| Sent By |
shill |
Date |
2022-09-01 |
Time |
16:45 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2022-09-01 |
Time |
16:45 |
Sent To |
|
|
| Notes |
| 2022-09-01 16:48:58 | ****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. FS471, THE PLANS ARE NOT DIGITALLY SIGNED. PRIOR TO | | | UPLOADING TO PROJECTDOX PLEASE EMAIL ONE PAGE TO | | | [email protected], [email protected] SO WE CAN VERIFY | | | THE DIGITAL SIGNATURE. | | | IF YOUR ENGINEER NEEDS ASSTANCE, PLEASE HAVE HIM | | | CONTACT ME VIA EMAIL. | | | |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
2 |
Status |
P |
Date |
2022-08-15 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2022-08-15 |
Time |
15:34 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2022-08-15 |
Time |
15:17 |
Sent To |
|
|
| Notes |
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|
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
F |
Date |
2022-07-22 |
|
|
Cont ID |
|
| Sent By |
shill |
Date |
2022-07-22 |
Time |
15:53 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2022-07-22 |
Time |
15:53 |
Sent To |
|
|
| Notes |
| 2022-07-22 15:55:49 | ****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. FS553, FLORIDA BUILDING CODE REFERENCE IS INCORRECT, | | | REVISE. | | | | | | 2. FBC R 301, PROVIDE ALL STRUCTURAL DETAILS REQUIRED | | | TO SHOW RESISTANCE TO WIND. THIS SHOULD BE FROM THE | | | FOUNDATION THROUGH THE ROOF. A BASIC CONCEPTUAL PLAN | | | WAS PROVIDED WHICH SHOWS SIZES OF STRUCTURAL ELEMENTS, | | | NO DETAILS AS TO HOW THESE ELEMENTS SHOULD BE INSTALLED | | | WERE PROVIDED. | | | | | | 3. UPLOAD DIGITALLY SIGNED PLANS. IF THE ENGINEER DOES | | | NOT HAVE A DIGITAL SIGNATURE HAVE HIM EMAIL | | | [email protected] TO DISCUSS RESOLUTION. SCANNED PLANS ARE | | | OF POOR QUALITY. | | | | | | | | | |
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|
| Review Stop |
E |
ELECTRICAL |
| Rev No |
4 |
Status |
P |
Date |
2022-10-18 |
|
|
Cont ID |
|
| Sent By |
jleahy |
Date |
2022-10-18 |
Time |
15:47 |
Rev Time |
0.00 |
| Received By |
jleahy |
Date |
2022-10-18 |
Time |
15:30 |
Sent To |
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|
| Notes |
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|
| Review Stop |
E |
ELECTRICAL |
| Rev No |
3 |
Status |
P |
Date |
2022-09-21 |
|
|
Cont ID |
|
| Sent By |
jleahy |
Date |
2022-09-21 |
Time |
06:10 |
Rev Time |
0.00 |
| Received By |
jleahy |
Date |
2022-09-19 |
Time |
16:43 |
Sent To |
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|
| Notes |
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|
| Review Stop |
E |
ELECTRICAL |
| Rev No |
2 |
Status |
P |
Date |
2022-08-17 |
|
|
Cont ID |
|
| Sent By |
jleahy |
Date |
2022-08-17 |
Time |
15:41 |
Rev Time |
0.00 |
| Received By |
jleahy |
Date |
2022-08-17 |
Time |
15:34 |
Sent To |
|
|
| Notes |
|
|
| Review Stop |
E |
ELECTRICAL |
| Rev No |
1 |
Status |
F |
Date |
2022-07-22 |
|
|
Cont ID |
|
| Sent By |
jleahy |
Date |
2022-07-22 |
Time |
08:24 |
Rev Time |
0.00 |
| Received By |
jleahy |
Date |
2022-07-22 |
Time |
08:22 |
Sent To |
|
|
| Notes |
| 2022-07-22 08:28:24 | FLORIDA BUILDING CODE 2020 7TH EDITION | | | FLORIDA BUILDING CODE ENERGY CONSERVATION 2020 7TH ED | | | NFPA 70 2017 EDITION | | | | | | JAKE LEAHY | | | ELECTRICAL PLANS EXAMINER II | | | 561-805-6713 | | | [email protected] | | | | | | PLEASE SHOW DETAIL ON HOW FAN WILL BE SUPPORTED. | | | 314.23, 314.27(C) |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
4 |
Status |
N |
Date |
2022-10-18 |
|
|
Cont ID |
|
| Sent By |
jleahy |
Date |
2022-10-18 |
Time |
15:48 |
Rev Time |
0.00 |
| Received By |
jleahy |
Date |
2022-09-27 |
Time |
10:26 |
Sent To |
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| Notes |
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|
| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
3 |
Status |
P |
Date |
2022-09-21 |
|
|
Cont ID |
|
| Sent By |
jleahy |
Date |
2022-09-21 |
Time |
06:10 |
Rev Time |
0.00 |
| Received By |
jleahy |
Date |
2022-08-30 |
Time |
16:08 |
Sent To |
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| Notes |
|
|
| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
2 |
Status |
N |
Date |
2022-08-17 |
|
|
Cont ID |
|
| Sent By |
jleahy |
Date |
2022-08-17 |
Time |
15:41 |
Rev Time |
0.00 |
| Received By |
jleahy |
Date |
2022-08-09 |
Time |
16:25 |
Sent To |
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|
| Notes |
|
|
| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
1 |
Status |
N |
Date |
2022-07-22 |
|
|
Cont ID |
|
| Sent By |
shill |
Date |
2022-07-22 |
Time |
15:56 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2022-05-25 |
Time |
13:31 |
Sent To |
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|
| Notes |
|
|
| Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
| Rev No |
4 |
Status |
P |
Date |
2022-10-12 |
|
|
Cont ID |
|
| Sent By |
shill |
Date |
2022-10-12 |
Time |
13:08 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2022-10-12 |
Time |
13:08 |
Sent To |
|
|
| Notes |
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|
| Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
| Rev No |
3 |
Status |
F |
Date |
2022-09-01 |
|
|
Cont ID |
|
| Sent By |
shill |
Date |
2022-09-01 |
Time |
16:49 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2022-09-01 |
Time |
16:49 |
Sent To |
|
|
| Notes |
| 2022-09-01 16:49:25 | SEE BUILDING REVIEW | | | |
|
|
| Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
| Rev No |
2 |
Status |
F |
Date |
2022-08-15 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2022-08-15 |
Time |
15:17 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2022-08-15 |
Time |
15:17 |
Sent To |
|
|
| Notes |
| 2022-08-15 15:19:05 | THE PLANS DO NOT HAVE THE ENGINEER'S DIGITAL SIGNATURE | | | ON THEM. ELECTRONICALLY SUBMITTED DRAWINGS ARE REQUIRED | | | TO HAVE THE ARCHITECT OR ENGINEER'S DIGITAL SIGNATURE | | | ON THEM. FS 481 & 61G1 OR FS 471 & 61G15 |
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|
| Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
| Rev No |
1 |
Status |
P |
Date |
2022-05-26 |
|
|
Cont ID |
|
| Sent By |
jgomez |
Date |
2022-05-26 |
Time |
15:15 |
Rev Time |
0.00 |
| Received By |
jgomez |
Date |
2022-05-26 |
Time |
15:12 |
Sent To |
|
|
| Notes |
| 2022-05-26 15:15:28 | DWGS (3) WITH ENGINEER'S EMBOSSED SEAL AND WET | | | SIGNATURE. JG. | | | |
|
|
| Review Stop |
Z |
ZONING |
| Rev No |
4 |
Status |
P |
Date |
2022-10-04 |
|
|
Cont ID |
|
| Sent By |
vbroglia |
Date |
2022-10-04 |
Time |
15:56 |
Rev Time |
0.00 |
| Received By |
vbroglia |
Date |
2022-10-04 |
Time |
15:56 |
Sent To |
|
|
| Notes |
|
|
| Review Stop |
Z |
ZONING |
| Rev No |
3 |
Status |
P |
Date |
2022-09-08 |
|
|
Cont ID |
|
| Sent By |
vbroglia |
Date |
2022-09-08 |
Time |
10:24 |
Rev Time |
0.00 |
| Received By |
vbroglia |
Date |
2022-09-08 |
Time |
10:24 |
Sent To |
|
|
| Notes |
|
|
| Review Stop |
Z |
ZONING |
| Rev No |
2 |
Status |
F |
Date |
2022-08-11 |
|
|
Cont ID |
|
| Sent By |
vbroglia |
Date |
2022-08-11 |
Time |
13:41 |
Rev Time |
0.00 |
| Received By |
vbroglia |
Date |
2022-08-11 |
Time |
13:41 |
Sent To |
|
|
| Notes |
| 2022-08-11 13:43:15 | 8/11/2022 FAILED | | | | | | SIDE SETBACK REQUIREMENT NOT MET, PLEASE SEE PREVIOUS | | | COMMENT FOR SETBACKS PER CODE | | | | | | SIDE SETBACK IS REQUIRED TO BE A 5 FEET MINIMUM AND 15 | | | FEET TOTAL WHEN BOTH SIDES ARE ADDED TOGETHER | | | | | | THE TOTAL SIDE SETBACK PROPOSED IS 13.4 FEET | | | | | | VALENTINA BROGLIA | | | ASSOCIATE PLANNER | | | [email protected] | | | |
|
|
| Review Stop |
Z |
ZONING |
| Rev No |
1 |
Status |
F |
Date |
2022-05-31 |
|
|
Cont ID |
|
| Sent By |
vbroglia |
Date |
2022-05-31 |
Time |
12:47 |
Rev Time |
0.00 |
| Received By |
vbroglia |
Date |
2022-05-31 |
Time |
12:46 |
Sent To |
|
|
| Notes |
| 2022-05-31 12:51:06 | 5/31/2022 FAILED | | | | | | PLEASE PROVIDE A SURVEY OR SITEPLAN THAT SHOWS THE | | | SETBACK OF THE PROPOSED WORK | | | | | | THE SETBACKS SHOULD FOLLOW PRINCIPLE STRUCTURE SETBACKS | | | FROM SECTION 94-72 (2) : | | | | | | MINIMUM SETBACKS FOR PRINCIPAL BUILDING. | | | FRONT: 25 FEET; | | | CORNER: 12.5 FEET; | | | REAR: 15 FEET OR TEN PERCENT OF LOT DEPTH, WHICHEVER IS | | | LESS; | | | SIDE: FIVE FEET MINIMUM, 15 FEET TOTAL. | | | MAXIMUM BUILDING HEIGHT: 30 FEET. | | | | | | AND IS ALLOWED TO HAVE A 3 FEET MAXIMUM OVERHANG PER | | | SECTION 94-305 (2) | | | | | | VALENTINA BROGLIA | | | ASSOCIATE PLANNER | | | [email protected] | | | |
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