| Plan Review Stops For Permit 13040971 |
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
3 |
Status |
P |
Date |
2013-10-21 |
|
|
Cont ID |
|
| Sent By |
rbrown |
Date |
2013-10-21 |
Time |
19:51 |
Rev Time |
0.00 |
| Received By |
rbrown |
Date |
2013-10-21 |
Time |
19:51 |
Sent To |
|
|
| Notes |
|
|
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
2 |
Status |
F |
Date |
2013-10-11 |
|
|
Cont ID |
|
| Sent By |
dharvey |
Date |
2013-10-11 |
Time |
08:09 |
Rev Time |
0.00 |
| Received By |
dharvey |
Date |
2013-10-11 |
Time |
07:59 |
Sent To |
|
|
| Notes |
| 2013-10-11 08:09:38 | REVIEWED BY WDS. | | | | | | NEED TO COMPLY WITH FBC 1603.1.4 FOR WIND DDSIGN DATA | | | ON CONSTRUCTION DOCUMENTS. | | | | | | 1) PROVIDE ULTIMATE DESIGN WIND SPEED AND NORMAL DESIGN | | | WIND SPEED AS DETERMINED IN ACCORDANCE WITH FBC SECTION | | | 1609.3.1. | | | 2) PROVIDE RISK CATEGORY FROM TABLE 1604.5 OR TABLE | | | 1.5-1 OF ASCE 7. | | | 3) WIND EXPOSURE. | | | 4) APPLICABLE ENCLOSURE CLASSIFICATION. | | | 5) COMPONETS AND CLADDING DESIGN PRESSURES. | | | | | | REVIEWED BY WDS. | | | | | | DENIED SENT TO COMPANY (I). | | | CALL CONTRACTOR AND LEFT MESSAGE TO EMIY LOPEZ. |
|
|
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
F |
Date |
2013-05-28 |
|
|
Cont ID |
|
| Sent By |
shill |
Date |
2013-05-28 |
Time |
18:18 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2013-05-28 |
Time |
18:18 |
Sent To |
|
|
| Notes |
| 2013-05-28 18:25:40 | ****CORRECTIONS**** | | | SAMANTHA HILL, BUILDING PLANS EXAMINER | | | 561-805-6724 [email protected] | | | FBC FLORIDA BUILDING CODE 2010 | | | FBC R FLORIDA BUILDING CODE 2010 RESIDENTIAL | | | | | | 1. FBC 107, FBC 1609, PROVIDE A STRUCTURAL DETAIL FOR | | | PROPOSED SIGNS. THIS IS TO INCLUDE WIND DESIGN | | | CRITERIA. | | | | | | 2. KEY PLAN 1, REVISE TO ELIMINATE COLOR AS IDENTIFIERS | | | AS RECORDS ARE SCANNED IN BLACK AND WHITE, FBC 107. | | | | | | 3. SEPARATE PERMITS ARE REQUIRED FOR EACH FREE STANDING | | | SIGN, FBC 107. | | | | | | 4. IF STRUCTURAL PLANS ARE NOT PREPARED BY A DESIGN | | | PROFESSIONAL LICENSED UNDER FS 471 OR 481 (ENGINEER OR | | | ARCHITECT), CALCULATIONS MAY BE REQUIRED TO SHOW | | | RESISTANCE TO WIND LOADS. ALL INFORMATION, DRAWINGS, | | | SPECIFICATIONS AND ACCOMPANYING DATA SHALL BEAR THE | | | NAME AND SIGNATURE OF THE PERSON RESPONSIBLE FOR THE | | | DESIGN. | | | |
|
|
| Review Stop |
E |
ELECTRICAL |
| Rev No |
3 |
Status |
N |
Date |
2013-10-23 |
|
|
Cont ID |
|
| Sent By |
shill |
Date |
2013-10-23 |
Time |
11:11 |
Rev Time |
0.00 |
| Received By |
skennedy |
Date |
2013-10-23 |
Time |
11:11 |
Sent To |
|
|
| Notes |
| 2013-10-23 11:13:01 | PER RB - ELECTRICAL WORK FOR THIS SIGN TO BE INCLUDED | | | WITH SITE LIGHTING PERMIT 13070442 (REVISION REQUIRED | | | TO INCLUDE SIGNAGE) | | | | | | OR | | | | | | SEPARATE ELECTRICAL PERMIT REQUIRED (SUBMIT APPLICATION | | | AND PLANS FOR REVIEW) | | | | | | A REVISION TO 13070442 OR SEPARATE ELECTRICAL PERMIT IS | | | REQUIRED PRIOR TO COMMENCEMENT OF ANY ELECTRICAL WORK. |
|
|
| Review Stop |
E |
ELECTRICAL |
| Rev No |
2 |
Status |
F |
Date |
2013-10-10 |
|
|
Cont ID |
|
| Sent By |
dharvey |
Date |
2013-10-10 |
Time |
15:58 |
Rev Time |
0.00 |
| Received By |
dharvey |
Date |
2013-10-10 |
Time |
15:52 |
Sent To |
|
|
| Notes |
| 2013-10-10 15:58:18 | 10-10-2013 | | | NO INFORMATION WAS PROVIDED FROM PERIOUS COMMENTS. | | | PROVIDE ALL ELECTRICAL DATA FOR A COMPLETE SIGN | | | ELECTRIC. INCLUDE-- CIRCUITRY WITH CONDUIT AND | | | CONDUCTOR SIZING, VOLTAGE DROP CALCS, WIND LOAD PER SE | | | FLORIDA ENGINEERING, DISCONNECT LOCATIONS, UL LISTINGS, | | | ETC....... | | | REVIEWED BY WDS |
|
|
| Review Stop |
E |
ELECTRICAL |
| Rev No |
1 |
Status |
F |
Date |
2013-05-28 |
|
|
Cont ID |
|
| Sent By |
dharvey |
Date |
2013-05-28 |
Time |
15:26 |
Rev Time |
0.00 |
| Received By |
dharvey |
Date |
2013-10-10 |
Time |
15:52 |
Sent To |
|
|
| Notes |
| 2013-05-28 15:28:58 | 5-28-13 | | | | | | PROVIDE ALL ELECTRICAL DATA FOR A COMPLETE SIGN | | | ELECTRIC. INCLUDE-- CIRCUITRY WITH CONDUIT AND | | | CONDUCTOR SIZING, VOLTAGE DROP CALCS, WIND LOAD PER SE | | | FLORIDA ENGINEERING, DISCONNECT LOCATIONS, UL LISTINGS, | | | ETC....... | | | VB |
|
|
| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
2 |
Status |
N |
Date |
2013-10-21 |
|
|
Cont ID |
|
| Sent By |
rbrown |
Date |
2013-10-11 |
Time |
19:51 |
Rev Time |
0.00 |
| Received By |
rbrown |
Date |
2013-09-24 |
Time |
17:09 |
Sent To |
|
|
| Notes |
| 2013-09-24 17:10:00 | TO ZONING | | | |
|
|
| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
1 |
Status |
N |
Date |
2013-05-28 |
|
|
Cont ID |
|
| Sent By |
shill |
Date |
2013-05-28 |
Time |
18:27 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2013-04-25 |
Time |
09:01 |
Sent To |
|
|
| Notes |
| 2013-04-25 09:01:24 | TO ZONING | | | |
|
|
| Review Stop |
Z |
ZONING |
| Rev No |
2 |
Status |
P |
Date |
2013-10-10 |
|
|
Cont ID |
|
| Sent By |
avann |
Date |
2013-10-10 |
Time |
13:15 |
Rev Time |
0.25 |
| Received By |
eschneid |
Date |
2013-09-27 |
Time |
14:40 |
Sent To |
E |
|
| Notes |
| 2013-10-10 13:17:25 | THIS PERMIT NOW ONLY PERTAINS TO SIGN TYPE #3. | | | | | | PERMITTED SIGN AREA PER SIDE - 400 SQ. FT. | | | PROPOSED SIGN AREA PER SIDE - 358 SQ. FT. | | 2013-09-27 14:41:30 | 9/27/13 - ZONING RECEIVED. SENT TO AV FOR REVIEW. |
|
|
| Review Stop |
Z |
ZONING |
| Rev No |
1 |
Status |
F |
Date |
2013-05-23 |
|
|
Cont ID |
|
| Sent By |
eschneid |
Date |
2013-05-23 |
Time |
16:28 |
Rev Time |
2.00 |
| Received By |
eschneid |
Date |
2013-04-26 |
Time |
|
Sent To |
E |
|
| Notes |
| 2013-05-23 18:03:55 | FAILED | | | | | | 1) THE SIGNS DO NOT MATCH THE SIGN PROGRAM APPROVED AS | | | PART OF THE FORMAL SITE PLAN ON NOVEMBER 27, 2012. THE | | | SQUARE FOOTAGE PER SIGN FACE HAS INCREASED FOR SIGN | | | TYPE 1, 3 ... THE SIGNS ARE CONSISTENT WITH THE SIGN | | | FACE AREA APPROVED BY THE PALM BEACH OUTLETS DESIGN | | | GUIDELINES. EITHER THE SIGNS OR THE SIGN PROGRAM SHALL | | | BE AMENDED PRIOR TO THE APPROVAL OF THIS PERMIT. SIGN 4 | | | IS BIGGER THEN PERMITTED BY THE DESIGN GUIDELINES. | | | | | | SIGN TYPE 1 TEXT | | | | | | FSPR APPROVED 464 SQ. FT. PER SIGN FACE. | | | PERMIT PROPOSED 506 SQ. FT. PER SIGN FACE. | | | | | | SIGN TYPE 2 TEXT | | | | | | FSPR APPROVED 540 SQ. FT.PER SIGN FACE. | | | PERMIT PROPOSED 540 SQ. FT. PER SIGN FACE. | | | APPROVABLE AS PRESENTED. | | | PROVIDE DIMENSION FROM GRADE TO THE "ALUMINUM TRIP CAP" | | | | | | SIGN TYPE 3 TEXT | | | FSPR APPROVED 189 SQ. FT. PER FACE. | | | PERMIT PROPOSED 288 SQ. FT. PER SIGN FACE | | | PROVIDE THE HEIGHT DIMENSION OF THE SIGN BASE. | | | | | | SIGN TYPE 4 | | | DESIGN GUIDELINE ALLOWED 400 SQ. FT. PER SIDE. | | | PERMIT PROPOSED 462.5 SQ. FT. PER SIDE. | | | PROVIDE THE HEIGHT DIMENSION OF THE SIGN BASE. | | | | | | SIGN TYPE 5 TEXT | | | FSPR APPROVED 118 SQ. FT. PER FACE. | | | PERMIT PROPOSED 117 SQ. FT. PER FACE. | | | APPROVABLE AS PRESENTED. | | | | | | SIGN TYPE 11 | | | DESIGN GUIDELINE ALLOWED 24 SQ. FT. PER SIDE. | | | PERMIT PROPOSED 24 SQ. FT. PER SIDE. | | | APPROVABLE AS PRESENTED. | | | | | | SIGN TYPE 12 | | | DESIGN GUIDELINE ALLOWED 6 SQ. FT. PER SIDE. | | | PERMIT PROPOSED 5.5 SQ. FT. PER SIDE. | | | APPROVABLE AS PRESENTED. | | | LOCATIONS REQUIRED ON PLAN. | | | | | | SIGN TYPE 13 | | | COMPLIES WITH REVISED FSPR CONDITION. | | | LOCATIONS REQUIRED ON PLAN IN COMPLIANCE WITH LOCATIONS | | | OUTLINED BY STAFF TO DEVELOPMENT TEAM. | | | | | | 2) PLEASE INCLUDE A SITE PLAN SHOWING THE SETBACK | | | DIMENSIONS OF THE FREE STANDING SIGNS FROM THE PROPERTY | | | LINES AND THE ADJACENT RIGHTS-OF-WAY. ALL SIGN | | | LOCATIONS SHALL BE SHOWN ON THE PLAN. | | | | | | 3) NO ENGINEERED DRAWINGS, CONSTRUCTION PLANS OR | | | ELECTRICAL PLANS INCLUDED FOR THE SIGNS. | | | | | | CONTACT ERIC SCHNEIDER @ (561) 822-1446. | | | | | 2013-05-07 10:09:53 | GAVE TO E.S. - MD |
|
|
