| Plan Review Stops For Permit 22010573 |
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
7 |
Status |
P |
Date |
2022-09-16 |
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Cont ID |
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| Sent By |
dbattles |
Date |
2022-09-16 |
Time |
10:53 |
Rev Time |
0.00 |
| Received By |
dbattles |
Date |
2022-09-16 |
Time |
10:53 |
Sent To |
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| Notes |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
6 |
Status |
F |
Date |
2022-09-06 |
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Cont ID |
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| Sent By |
shill |
Date |
2022-09-06 |
Time |
11:54 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2022-09-06 |
Time |
11:54 |
Sent To |
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| Notes |
| 2022-09-06 11:55:15 | FS471, PLANS ARE NOT DIGITALLY SIGNED. THERE IS AN | | | IMAGE OF A DIGITAL SIGNATURE BUT THE CERTIFICATE IS NOT | | | ATTACHED. UPLOAD DIGITALLY SIGNED PAGES. | | | |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
5 |
Status |
P |
Date |
2022-08-15 |
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Cont ID |
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| Sent By |
shill |
Date |
2022-08-15 |
Time |
18:17 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2022-08-15 |
Time |
18:17 |
Sent To |
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| Notes |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
4 |
Status |
P |
Date |
2022-07-21 |
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Cont ID |
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| Sent By |
shill |
Date |
2022-07-21 |
Time |
07:41 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2022-07-21 |
Time |
07:41 |
Sent To |
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| Notes |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
3 |
Status |
F |
Date |
2022-07-08 |
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Cont ID |
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| Sent By |
shill |
Date |
2022-07-08 |
Time |
16:08 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2022-07-08 |
Time |
16:08 |
Sent To |
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| Notes |
| 2022-07-08 16:09:40 | ****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, I'M UNABLE TO LOCATE THE STRUCTURAL | | | DETAIL FOR THIS SIGN. THE STRUCTURAL PAGE APPEARS TO BE | | | CONCEPTUAL. MATERIALS, FASTENERS, FOUNDATION, ETC. NOT | | | SPECIFIED. | | | | | | |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
2 |
Status |
F |
Date |
2022-04-10 |
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Cont ID |
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| Sent By |
shill |
Date |
2022-04-10 |
Time |
16:36 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2022-04-10 |
Time |
16:36 |
Sent To |
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| Notes |
| 2022-04-10 16:38:23 | ****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, FS471, ENGINEERING IS REQUIRED FOR SIGN | | | STRUCTURAL DESIGN. JOHN ORLANDO, PE SIGNED AND SEALED | | | DOCUMENTS SUBMITTED FIRST REVIEW. | | | |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
F |
Date |
2022-03-05 |
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Cont ID |
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| Sent By |
shill |
Date |
2022-03-05 |
Time |
15:50 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2022-03-05 |
Time |
15:50 |
Sent To |
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| Notes |
| 2022-04-10 16:38:50 | PREVIOUSLY PASSED, CHANGED TO FAIL TO PREVENT | | | ACCIDENTAL ISSUANCE |
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| Review Stop |
E |
ELECTRICAL |
| Rev No |
2 |
Status |
P |
Date |
2022-04-19 |
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Cont ID |
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| Sent By |
fgiaquin |
Date |
2022-04-19 |
Time |
21:37 |
Rev Time |
0.00 |
| Received By |
fgiaquin |
Date |
2022-04-19 |
Time |
21:06 |
Sent To |
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| Notes |
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| Review Stop |
E |
ELECTRICAL |
| Rev No |
1 |
Status |
P |
Date |
2022-02-08 |
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Cont ID |
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| Sent By |
fgiaquin |
Date |
2022-02-08 |
Time |
21:32 |
Rev Time |
0.00 |
| Received By |
fgiaquin |
Date |
2022-02-08 |
Time |
20:51 |
Sent To |
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| Notes |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
6 |
Status |
N |
Date |
2022-09-27 |
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Cont ID |
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| Sent By |
shill |
Date |
2022-09-27 |
Time |
10:17 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2022-08-29 |
Time |
16:19 |
Sent To |
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| Notes |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
5 |
Status |
N |
Date |
2022-08-25 |
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Cont ID |
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| Sent By |
lmarchan |
Date |
2022-08-25 |
Time |
14:09 |
Rev Time |
0.00 |
| Received By |
lmarchan |
Date |
2022-08-11 |
Time |
15:14 |
Sent To |
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| Notes |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
4 |
Status |
N |
Date |
2022-08-11 |
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Cont ID |
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| Sent By |
lmarchan |
Date |
2022-08-11 |
Time |
09:53 |
Rev Time |
0.00 |
| Received By |
lmarchan |
Date |
2022-07-13 |
Time |
16:09 |
Sent To |
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| Notes |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
3 |
Status |
N |
Date |
2022-07-08 |
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Cont ID |
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| Sent By |
shill |
Date |
2022-07-08 |
Time |
16:11 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2022-06-07 |
Time |
11:18 |
Sent To |
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| Notes |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
2 |
Status |
N |
Date |
2022-05-04 |
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Cont ID |
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| Sent By |
aoliver |
Date |
2022-05-04 |
Time |
10:28 |
Rev Time |
0.00 |
| Received By |
aoliver |
Date |
2022-04-01 |
Time |
08:16 |
Sent To |
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| Notes |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
1 |
Status |
N |
Date |
2022-03-05 |
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Cont ID |
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| Sent By |
shill |
Date |
2022-03-05 |
Time |
15:50 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2022-01-24 |
Time |
07:16 |
Sent To |
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| Notes |
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| Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
| Rev No |
7 |
Status |
P |
Date |
2022-09-16 |
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Cont ID |
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| Sent By |
dbattles |
Date |
2022-09-16 |
Time |
10:48 |
Rev Time |
0.00 |
| Received By |
dbattles |
Date |
2022-09-16 |
Time |
10:48 |
Sent To |
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| Notes |
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| Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
| Rev No |
6 |
Status |
F |
Date |
2022-09-06 |
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Cont ID |
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| Sent By |
shill |
Date |
2022-09-06 |
Time |
11:56 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2022-09-06 |
Time |
11:56 |
Sent To |
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| Notes |
| 2022-09-06 11:56:54 | SEE BUILDING COMMENT |
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| Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
| Rev No |
5 |
Status |
P |
Date |
2022-08-15 |
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Cont ID |
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| Sent By |
shill |
Date |
2022-08-15 |
Time |
18:17 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2022-08-15 |
Time |
18:17 |
Sent To |
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| Notes |
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| Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
| Rev No |
4 |
Status |
P |
Date |
2022-07-21 |
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Cont ID |
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| Sent By |
shill |
Date |
2022-07-21 |
Time |
07:41 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2022-07-21 |
Time |
07:41 |
Sent To |
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| Notes |
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| Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
| Rev No |
3 |
Status |
P |
Date |
2022-07-08 |
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Cont ID |
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| Sent By |
shill |
Date |
2022-07-08 |
Time |
16:11 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2022-07-08 |
Time |
16:11 |
Sent To |
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| Notes |
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| Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
| Rev No |
2 |
Status |
F |
Date |
2022-04-10 |
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Cont ID |
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| Sent By |
shill |
Date |
2022-04-10 |
Time |
16:39 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2022-04-10 |
Time |
16:39 |
Sent To |
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| Notes |
| 2022-04-10 16:39:31 | SEE BUILDING COMMENT |
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| Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
| Rev No |
1 |
Status |
P |
Date |
2022-03-05 |
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Cont ID |
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| Sent By |
shill |
Date |
2022-03-05 |
Time |
15:49 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2022-03-05 |
Time |
15:49 |
Sent To |
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| Notes |
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| Review Stop |
Z |
ZONING |
| Rev No |
6 |
Status |
P |
Date |
2022-09-26 |
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Cont ID |
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| Sent By |
eschneid |
Date |
2022-09-26 |
Time |
16:32 |
Rev Time |
0.50 |
| Received By |
eschneid |
Date |
2022-09-26 |
Time |
16:10 |
Sent To |
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| Notes |
| 2022-09-26 16:36:32 | EXISTING HIGH FREESTANDING SIGN - 640 SF | | | PROPOSED HIGH FREESTANDING SIGN - 550 SF | | | TOTAL PROPOSED - 1,190 SF | | | TOTAL PERMITTED - 1,191.5 SF | | | |
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| Review Stop |
Z |
ZONING |
| Rev No |
5 |
Status |
F |
Date |
2022-08-25 |
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Cont ID |
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| Sent By |
eschneid |
Date |
2022-08-25 |
Time |
13:23 |
Rev Time |
0.25 |
| Received By |
eschneid |
Date |
2022-08-25 |
Time |
12:00 |
Sent To |
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| Notes |
| 2022-08-25 13:58:14 | FAILED | | | | | | WHILE THE DIMENSIONS ON SHEET 5 HAVE BEEN CORRECTED TO | | | COMPLY WITH THE SQUARE FOOTAGE ALLOWANCE, THE | | | STRUCTURAL DETAILS ON SHEET SHOW INCONSISTENCIES AS | | | FOLLOWS: | | | | | | 1) THE DIMENSIONS ON THE SIDE VIEW DRAWING DO NOT TOTAL | | | CORRECTLY - THE LEGS ARE SHOWN AT 16 FEET AND THE SIGN | | | CABINET IS SHOWN AT 13 FEET 9 INCHES (MATCHES SHEET 5 | | | INFORMATION). THIS IS A 29 FOOT 9 INCH TALL SIGN, NOT A | | | 30 FOOT TALL SIGN AS SHOWN ON THE OVERALL SIGN HEIGHT | | | DIMENSION. | | | | | | 2) THE HEIGHT DIMENSIONS FOR EACH ELEMENT OF THE | | | CABINET IN ELEVATION VIEW DO NOT TOTAL THE SAME AS THE | | | HEIGHT DIMENSIONS LISTED ON THE SIGNS SIDE VIEW. THE | | | DIMENSIONS OF THE VARIOUS ELEMENTS OF THE CABINET WHEN | | | ADDED TOGETHER RESULT IN A HEIGHT OF 13 FEET 10 INCHES. | | | THIS WOULD RESULT IN A SIGN EXCEEDING THE SQUARE | | | FOOTAGE ALLOWANCE. IT APPEARS THAT THE ISSUE ARISES | | | FROM THE CONTINUED USE OF 3 SETS OF "4 INCH HEIGHT | | | ALUMINUM MOLDING" WITH ONLY 2 INCHES REMOVED FROM THE | | | MIDDLE SIGN PANEL. | | | | | | CONTACT ERIC SCHNEIDER @ (561) 822-1446 | | | [email protected] | | | | | | |
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| Review Stop |
Z |
ZONING |
| Rev No |
4 |
Status |
F |
Date |
2022-08-11 |
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Cont ID |
|
| Sent By |
eschneid |
Date |
2022-08-11 |
Time |
09:11 |
Rev Time |
0.25 |
| Received By |
eschneid |
Date |
2022-08-11 |
Time |
09:04 |
Sent To |
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| Notes |
| 2022-08-11 09:15:22 | FAILED | | | | | | 1) REPEAT COMMENT: THE PROPOSED HIGH FREESTANDING SIGN | | | SQUARE FOOTAGE ALONG I-95 EXCEEDS WHAT IS PERMITTED. | | | THE CODE PERMITS ONE SQUARE FOOT OF SIGNAGE FOR EACH | | | ONE LINEAR FOOT OF FRONTAGE. THE SITE PLAN PROVIDED | | | WITH THE RESUBMITTAL SHOWS 1,191.5 LINEAR FEET OF | | | FRONTAGE. THE EXISTING PLUS PROPOSED SIGN SQUARE | | | FOOTAGE IS 1,200 SF. ***** THE RESPONSE INCORRECTLY | | | ADDS THE SQUARE FOOTAGE OF THE TWO NEW LOW FREESTANDING | | | SIGNS PLUS THE NEW HIGH FREESTANDING SIGN. THESE ARE | | | TWO SEPARATE SIGNA ALLOWANCES. THE EXISTING BRANDSMART | | | SIGN, WHICH THE INCLUDED PHOTO SHOWS AS 20 FEET X 16 | | | FEET = 320 SF PER FACE, FOR A TOTAL OF 640 SF. THIS IS | | | THEN ADDED TO YOUR PROPOSED HIGH FREESTANDING SIGN AND | | | RESULTS IN TOO MUCH SQUARE FOOTAGE AS SHOWN BELOW. | | | | | | EXISTING HIGH FREESTANDING SIGN - 640 SF | | | PROPOSED HIGH FREESTANDING SIGN - 560 SF | | | TOTAL PROPOSED - 1,200 SF | | | TOTAL PERMITTED - 1,191.5 SF | | | | | | NOTE: THE LANDSCAPE SHEET HAS BEEN REMOVED FROM THIS | | | PERMIT APPLICATION. THE LANDSCAPE PLAN FOR THE BASE OF | | | THE SIGN NEEDS TO BE SUBMITTED AS A LANDSCAPE PERMIT ON | | | A PLAN SIGNED AND SEALED BY A FLORIDA REGISTERED | | | LANDSCAPE ARCHITECT. THE LANDSCAPE PLAN FOR THE SIGN | | | MAY BE INCLUDED WITH THE OVERALL SITE LANDSCAPE PERMIT | | | LANDSCAPE PLAN. | | | | | | CONTACT ERIC SCHNEIDER @ (561) 822-1446 | | | [email protected] | | | |
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| Review Stop |
Z |
ZONING |
| Rev No |
3 |
Status |
F |
Date |
2022-06-14 |
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Cont ID |
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| Sent By |
eschneid |
Date |
2022-06-14 |
Time |
11:00 |
Rev Time |
0.25 |
| Received By |
eschneid |
Date |
2022-06-14 |
Time |
10:52 |
Sent To |
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| Notes |
| 2022-06-14 11:02:23 | FAILED | | | | | | 1) REPEAT COMMENT: THE PROPOSED HIGH FREESTANDING SIGN | | | SQUARE FOOTAGE ALONG I-95 EXCEEDS WHAT IS PERMITTED. | | | THE CODE PERMITS ONE SQUARE FOOT OF SIGNAGE FOR EACH | | | ONE LINEAR FOOT OF FRONTAGE. THE SITE PLAN PROVIDED | | | WITH THE RESUBMITTAL SHOWS 1,191.5 LINEAR FEET OF | | | FRONTAGE. THE EXISTING PLUS PROPOSED SIGN SQUARE | | | FOOTAGE IS 1,252 SF. | | | | | | EXISTING HIGH FREESTANDING SIGN - 640 SF | | | PROPOSED HIGH FREESTANDING SIGN - 560 SF | | | TOTAL PROPOSED - 1,200 SF | | | TOTAL PERMITTED - 1,191.5 SF | | | | | | NOTE: THE LANDSCAPE SHEET HAS BEEN REMOVED FROM THIS | | | PERMIT APPLICATION. THE LANDSCAPE PLAN FOR THE BASE OF | | | THE SIGN NEEDS TO BE SUBMITTED AS A LANDSCAPE PERMIT ON | | | A PLAN SIGNED AND SEALED BY A FLORIDA REGISTERED | | | LANDSCAPE ARCHITECT. THE LANDSCAPE PLAN FOR THE SIGN | | | MAY BE INCLUDED WITH THE OVERALL SITE LANDSCAPE PERMIT | | | LANDSCAPE PLAN. | | | | | | CONTACT ERIC SCHNEIDER @ (561) 822-1446 | | | [email protected] | | | |
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| Review Stop |
Z |
ZONING |
| Rev No |
2 |
Status |
F |
Date |
2022-05-03 |
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Cont ID |
|
| Sent By |
eschneid |
Date |
2022-05-03 |
Time |
14:23 |
Rev Time |
0.25 |
| Received By |
eschneid |
Date |
2022-05-03 |
Time |
12:01 |
Sent To |
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| Notes |
| 2022-05-03 14:24:07 | FAILED | | | | | | 1) THE PROPOSED HIGH FREESTANDING SIGN SQUARE FOOTAGE | | | ALONG I-95 EXCEEDS WHAT IS PERMITTED. THE CODE PERMITS | | | ONE SQUARE FOOT OF SIGNAGE FOR EACH ONE LINEAR FOOT OF | | | FRONTAGE. THE SITE PLAN PROVIDED WITH THE RESUBMITTAL | | | SHOWS 1,191.5 LINEAR FEET OF FRONTAGE. THE EXISTING | | | PLUS PROPOSED SIGN SQUARE FOOTAGE IS 1,252 SF. | | | | | | EXISTING HIGH FREESTANDING SIGN - 640 SF | | | PROPOSED HIGH FREESTANDING SIGN - 612 SF | | | TOTAL PROPOSED - 1,252 SF | | | TOTAL PERMITTED - 1,191.5 SF | | | | | | NOTE: THE LANDSCAPE SHEET HAS BEEN REMOVED FROM THIS | | | PERMIT APPLICATION. THE LANDSCAPE PLAN FOR THE BASE OF | | | THE SIGN NEEDS TO BE SUBMITTED AS A LANDSCAPE PERMIT ON | | | A PLAN SIGNED AND SEALED BY A FLORIDA REGISTERED | | | LANDSCAPE ARCHITECT. THE LANDSCAPE PLAN FOR THE SIGN | | | MAY BE INCLUDED WITH THE OVERALL SITE LANDSCAPE PERMIT | | | LANDSCAPE PLAN. | | | | | | CONTACT ERIC SCHNEIDER @ (561) 822-1446 | | | [email protected] | | | |
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| Review Stop |
Z |
ZONING |
| Rev No |
1 |
Status |
F |
Date |
2022-02-17 |
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Cont ID |
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| Sent By |
eschneid |
Date |
2022-02-17 |
Time |
16:23 |
Rev Time |
0.25 |
| Received By |
eschneid |
Date |
2022-02-17 |
Time |
10:29 |
Sent To |
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| Notes |
| 2022-02-17 16:22:45 | FAILED | | | | | | 1) PROVIDE A SURVEY THAT SHOWS THE LENGTH OF THE | | | PROPERTY FRONTAGE ALONG I-95. NOTE: SINCE THIS IS A | | | PLANNED DEVELOPMENT, YOU MAY USE THE FULL FRONTAGE FOR | | | BOTH THE BJS AND THE BRANDSMART PARCELS. THE OVERALL | | | PERMITTED SIGN SQUARE FOOTAGE WILL BE BASED ON THE | | | AMOUNT OF FRONTAGE. | | | | | | 2) PROVIDE A DIAGRAM SHOWING THE DIMENSIONS OF THE | | | EXISTING HIGH FREESTANDING SIGN ALONG THE I-95 | | | FRONTAGE. THE SQUARE FOOTAGE OF THE PROPOSED SIGN PLUS | | | THE SQUARE FOOTAGE OF THE PROPOSED SIGN MAY NOT EXCEED | | | THE SQUARE FOOTAGE BASED ON THE FRONTAGE BASED ON | | | COMMENT #1. | | | | | | 3) PLEASE NOTE SINCE THIS IS A DOUBLE-FACED SIGN, THE | | | TOTAL SQUARE FOOTAGE IS 612 SQUARE FEET (306 SF X 2). | | | | | | 4) THE LANDSCAPE SHEET HAS BEEN REMOVED FROM THIS | | | PERMIT APPLICATION. THE LANDSCAPE PLAN FOR THE BASE OF | | | THE SIGN NEEDS TO BE SUBMITTED AS A LANDSCAPE PERMIT ON | | | A PLAN SIGNED AND SEALED BY A FLORIDA REGISTERED | | | LANDSCAPE ARCHITECT. THE LANDSCAPE PLAN FOR THE SIGN | | | MAY BE INCLUDED WITH THE OVERALL SITE LANDSCAPE PERMIT | | | LANDSCAPE PLAN. | | | | | | 5) SECTION 94-408(G)(1) LIMITS GASOLINE PRICE SIGNS TO | | | ONE SIGN PER GASOLINE STATION. STAFF HAS NOTED THAT | | | MONUMENT SIGNS #1 AND #2 ALSO INCLUDE GASOLINE PRICES. | | | YOU MUST DECIDE WHICH ONE SIGN YOU WISH TO INCLUDE THE | | | GASOLINE PRICES. | | | | | | 6) PLEASE PROVIDE THE ILLUMINATION WATTAGE FOR THE | | | DIGITAL PRICING PANEL BULBS. PER THE SIGN CODE, THE | | | BULBS MAY NOT EXCEED 30 WATTS. | | | | | | EXISTING HIGH FREESTANDING SIGN - ?? | | | PROPOSED HIGH FREESTANDING SIGN - 612 SF | | | TOTAL PROPOSED - ?? | | | TOTAL PERMITTED - ?? | | | | | | CONTACT ERIC SCHNEIDER @ (561) 822-1446 | | | [email protected] | | | | | | |
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