| Plan Review Stops For Permit 22091089 |
| Review Stop |
AD |
ADDRESSING |
| Rev No |
3 |
Status |
P |
Date |
2023-01-30 |
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Cont ID |
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| Sent By |
cpuell |
Date |
2023-01-30 |
Time |
16:45 |
Rev Time |
0.00 |
| Received By |
cpuell |
Date |
2023-01-30 |
Time |
16:45 |
Sent To |
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| Notes |
| 2023-01-30 16:55:06 | ADDRESS ASSIGNED TO THIS PROJECT AS 8400 OKEECHOBEE | | | BLVD UPDATED ALL THE PERMIT ASSOCIATED WITH THIS | | | PERMIT. ADDRESSES ALSO ASSIGNED TO ALL THE BUILDINGS IN | | | THE COMMUNITY. |
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| Review Stop |
AD |
ADDRESSING |
| Rev No |
2 |
Status |
F |
Date |
2023-01-05 |
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Cont ID |
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| Sent By |
cpuell |
Date |
2023-01-05 |
Time |
08:34 |
Rev Time |
0.00 |
| Received By |
cpuell |
Date |
2023-01-05 |
Time |
08:34 |
Sent To |
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| Notes |
| 2023-01-05 08:36:32 | PLEASE HAVE THE OWNERS CONTACT [email protected] OR | | | CALL 561-805-6659 TO DISCUSS GIVING ADDRESSES TO ALL | | | THE BUILDINGS, CURRENTLY ALL THE ADDITIONAL BUILDINGS | | | DO NOT HAVE ADDRESSES ALTHOUGH I KNOW HAVING VISITED | | | THE SITE THAT BUILDING NUMBERS ARE BEING USED, EACH | | | BUILDING SHOULD BE ASSIGNED IT'S OWN ADDRESS, AS WELL | | | AS HAVING TO ESTABLISH A ADDRESS FOR THE NEW PROPOSED | | | BUILDING. |
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| Review Stop |
AD |
ADDRESSING |
| Rev No |
1 |
Status |
F |
Date |
2022-10-04 |
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Cont ID |
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| Sent By |
cpuell |
Date |
2022-10-04 |
Time |
08:55 |
Rev Time |
0.00 |
| Received By |
cpuell |
Date |
2022-10-04 |
Time |
08:55 |
Sent To |
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| Notes |
| 2022-10-04 08:56:43 | PLEASE PROVIDE A FULL SITE PLAN OF THE SITE, AND A | | | GROUND FLOOR PLAN SHOWING THE ENTRANCES TO THE | | | BUILDING. PLEASE RESPOND TO [email protected] OR | | | CALL 561-805-6659 |
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| Review Stop |
AIPP |
ART IN PUBLIC PLACES |
| Rev No |
1 |
Status |
N |
Date |
2023-02-01 |
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Cont ID |
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| Sent By |
swelter |
Date |
2023-02-01 |
Time |
10:22 |
Rev Time |
0.00 |
| Received By |
swelter |
Date |
2023-02-01 |
Time |
10:22 |
Sent To |
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| Notes |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
5 |
Status |
P |
Date |
2023-06-02 |
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Cont ID |
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| Sent By |
rmcphers |
Date |
2023-06-02 |
Time |
10:49 |
Rev Time |
0.00 |
| Received By |
rmcphers |
Date |
2023-06-02 |
Time |
10:49 |
Sent To |
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| Notes |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
4 |
Status |
F |
Date |
2023-05-19 |
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Cont ID |
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| Sent By |
rmcphers |
Date |
2023-05-19 |
Time |
14:40 |
Rev Time |
0.00 |
| Received By |
rmcphers |
Date |
2023-05-19 |
Time |
14:40 |
Sent To |
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|
| Notes |
| 2023-05-19 14:44:15 | NEW 2 STORY CHURCH SUNDAY SCHOOL AND OFFICE | | | REVIEWED BY ROGER MCPHERSON | | | 561-805-6716 | | | [email protected] | | | CODE USED FOR REVIEW - 2020 FBC WITH WPB CHAPTER 1 | | | AMENDMENT | | | | | | CORRECTIONS NEEDED - | | | | | | 1) DRAWING A-130 NEEDS TO BE SIGNED AND SEALED BY THE | | | DESIGNER - FBC WPB 107.1 | | | | | | SIGNED AND SEALED DRAWINGS IN PROJECTDOX NEED TO BE | | | DIGITALLY/ELECTRONICALLY SIGNED TO BE USED IN | | | ELECTRONIC PLAN REVIEW. (A CERTIFICATE-BASED DIGITAL | | | SIGNATURE (OFTEN JUST CALLED A DIGITAL SIGNATURE) IS A | | | SPECIFIC TYPE OF E-SIGNATURE). | | | | | | |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
3 |
Status |
P |
Date |
2023-02-13 |
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Cont ID |
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| Sent By |
rmcphers |
Date |
2023-02-13 |
Time |
11:19 |
Rev Time |
0.00 |
| Received By |
rmcphers |
Date |
2023-02-13 |
Time |
11:19 |
Sent To |
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| Notes |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
2 |
Status |
F |
Date |
2023-01-06 |
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|
Cont ID |
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| Sent By |
rmcphers |
Date |
2023-01-06 |
Time |
15:22 |
Rev Time |
0.00 |
| Received By |
rmcphers |
Date |
2023-01-06 |
Time |
15:00 |
Sent To |
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|
| Notes |
| 2023-01-06 15:20:45 | NEW 2 STORY CHURCH SUNDAY SCHOOL AND OFFICE | | | REVIEWED BY ROGER MCPHERSON | | | 561-805-6716 | | | [email protected] | | | CODE USED FOR REVIEW - 2020 FBC WITH WPB CHAPTER 1 | | | AMENDMENT | | | | | | CORRECTIONS NEEDED - | | | | | | 1) PLEASE PROVIDE COMPLETE (FRONT PAGES AND THE | | | INSTALLATION INSTRUCTIONS) MIAMI DADE OR FLORIDA STATE | | | PRODUCT APPROVALS FOR THE EXTERIOR WINDOWS, DOORS, | | | LOUVERS, ROOFING SYSTEMS - ALL PRODUCT APPROVALS NEED | | | TO BE REVIEWED AND MARKED APPROVED BY THE BUILDING | | | DESIGNER OF RECORD FBC WPB 107.3.4 | | | | | | 2) THE PROVIDED SITE PLAN NEEDS TO SHOW THE DISTANCE | | | FOR THE EXISTING BUILDINGS - 705.3 BUILDINGS ON THE | | | SAME LOT. | | | FOR THE PURPOSES OF DETERMINING THE REQUIRED WALL AND | | | OPENING PROTECTION, PROJECTIONS AND ROOF-COVERING | | | REQUIREMENTS, BUILDINGS ON THE SAME LOT SHALL BE | | | ASSUMED TO HAVE AN IMAGINARY LINE BETWEEN THEM. | | | WHERE A NEW BUILDING IS TO BE ERECTED ON THE SAME LOT | | | AS AN EXISTING BUILDING, THE LOCATION OF THE ASSUMED | | | IMAGINARY LINE WITH RELATION TO THE EXISTING BUILDING | | | SHALL BE SUCH THAT THE EXTERIOR WALL AND OPENING | | | PROTECTION OF THE EXISTING BUILDING MEET THE CRITERIA | | | AS SET FORTH IN SECTIONS 705.5 AND 705.8. | | | | | | 3) ITEMS SUCH AS BUT NOT LIMITED TO ROOFING SYSTEMS, | | | WINDOW AND DOOR PRODUCT APPROVALS ETC. - MAY BE | | | DEFERRED SUBMITTALS BY LISTING ITEMS TO BE DEFERRED ON | | | THE CONSTRUCTION DOCUMENTS - 107.3.4.1 | | | | | | 4) DRAWINGS SHOW ROOF SHEATHING AS DENS DECK ATTACHED | | | TO METAL DECKING - PLEASE SHOW THE ATTACHMENT TYPE, | | | SIZE AND SPACING FOR THE FASTENING OF THE DENS DECK TO | | | THE METAL DECKING. | | | | | | 5) DRAWING A-501 - DETAIL 02 - THE MAXIMUM HEIGHT TO | | | THE OPENING OF THE OVERFLOW SCUPPER SHOULD BE SHOWN AS | | | 4 INCHES MAX. (DRAWINGS SHOW THE 4 INCHES TO THE FLANGE | | | OF THE OVERFLOW SCUPPER). FBC 1503.4.2.1 | | | | | | 6) DRAWING A-501 DETAIL 01 AND DRAWING A-422 DETAIL 8 - | | | SHOW PLYWOOD OVER METAL DECK - OTHER DETAILS SHOW DENS | | | DECK - PLEASE CLARIFY. | | | | | | 7) REVIEW RESPONSE LETTER SAYS "SEE THE CIVIL DRAWINGS" | | | - I DO NOT SEE ANY CIVIL DRAWINGS IN PROJECTDOX. | | | | | | |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
F |
Date |
2022-10-31 |
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|
Cont ID |
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| Sent By |
rmcphers |
Date |
2022-10-31 |
Time |
13:46 |
Rev Time |
0.00 |
| Received By |
rmcphers |
Date |
2022-10-31 |
Time |
10:25 |
Sent To |
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|
| Notes |
| 2022-10-31 13:45:48 | NEW 2 STORY CHURCH SUNDAY SCHOOL AND OFFICE | | | REVIEWED BY ROGER MCPHERSON | | | 561-805-6716 | | | [email protected] | | | CODE USED FOR REVIEW - 2020 FBC WITH WPB CHAPTER 1 | | | AMENDMENT | | | | | | CORRECTIONS NEEDED - | | | | | | 1) PLEASE PROVIDE COMPLETE (FRONT PAGES AND THE | | | INSTALLATION INSTRUCTIONS) MIAMI DADE OR FLORIDA STATE | | | PRODUCT APPROVALS FOR THE EXTERIOR WINDOWS, DOORS, | | | LOUVERS, ROOFING SYSTEMS - ALL PRODUCT APPROVALS NEED | | | TO BE REVIEWED AND MARKED APPROVED BY THE BUILDING | | | DESIGNER OF RECORD FBC WPB 107.3.4 | | | | | | 2) DRAWINGS SHOW BUILDING CONSTRUCTION TYPE AS II B - | | | WOOD (TRUSSES, ROOF SHEATHING ETC.) USED IN | | | CONSTRUCTION TYPE II BUILDINGS SHOULD BE FIRE RETARDANT | | | PER FBC 603.1 | | | | | | 3) PLEASE PROVIDE A SITE PLAN - SHOWING THE FOLLOWING | | | INFORMATION FBC WPB107.2.5 SITE PLAN. THE CONSTRUCTION | | | DOCUMENTS SUBMITTED WITH THE APPLICATION FOR PERMIT | | | SHALL BE ACCOMPANIED BY A SITE PLAN SHOWING TO SCALE | | | THE SIZE AND LOCATION OF NEW CONSTRUCTION AND EXISTING | | | STRUCTURES ON THE SITE, DISTANCES FROM LOT LINES, THE | | | ESTABLISHED STREET GRADES AND THE PROPOSED FINISHED | | | GRADES, DEPICTING THE PROPOSED LOT DRAINAGE AND, AS | | | APPLICABLE, FLOOD HAZARD AREAS, FLOODWAYS, AND DESIGN | | | FLOOD ELEVATIONS; AND IT SHALL BE DRAWN IN ACCORDANCE | | | WITH AN ACCURATE AND INCLUDED ON A BOUNDARY LINE | | | SURVEY. (PLEASE PROVIDE CUT SECTIONS FOR ANY PROPOSED | | | WATER RETAINING SWALES) | | | | | | 4) PLEASE PROVIDE A SURVEY. | | | | | | 5) THE REAR RESTROOM WALLS ARE TILED - THE RESTROOM | | | WALL FINISH ON THE WALL BESIDE THE TOILETS WILL ALSO | | | NEED TO COMPLY WITH FBC 1210.2.2 WALLS AND PARTITIONS. | | | WALLS AND PARTITIONS WITHIN 2 FEET (610 MM) OF SERVICE | | | SINKS, URINALS AND WATER CLOSETS SHALL HAVE A SMOOTH, | | | HARD, NONABSORBENT SURFACE, TO A HEIGHT OF NOT LESS | | | THAN 4 FEET (1219 MM) ABOVE THE FLOOR, (DRYWALL IS NOT | | | CONSIDERED A HARD SURFACE) | | | | | | 6) PLEASE SHOW THE WALL FINISH SURROUNDING THE MOP | | | SINK/SERVICE SINK TO COMPLY WITH FBC 1210.2.2 WALLS AND | | | PARTITIONS. | | | WALLS AND PARTITIONS WITHIN 2 FEET (610 MM) OF SERVICE | | | SINKS, URINALS AND WATER CLOSETS SHALL HAVE A SMOOTH, | | | HARD, NONABSORBENT SURFACE, TO A HEIGHT OF NOT LESS | | | THAN 4 FEET (1219 MM) ABOVE THE FLOOR, (DRYWALL IS NOT | | | CONSIDERED A HARD SURFACE) | | | | | | 7) A SEPARATE PERMIT IS REQUIRED FOR THE DUMPSTER | | | ENCLOSURE AND THE CHILLER. | | | | | | 8) ITEMS SUCH AS BUT NOT LIMITED TO ROOFING SYSTEMS, | | | WINDOW AND DOOR PRODUCT APPROVALS ETC. - MAY BE | | | DEFERRED SUBMITTALS BY LISTING ITEMS TO BE DEFERRED ON | | | THE CONSTRUCTION DOCUMENTS - 107.3.4.1 | | | | | | 9) THE SOIL REPORT PROVIDED NEEDS TO BE | | | DIGITALLY/ELECTRONICALLY SIGNED TO BE USED IN | | | PROJECTDOX (ELECTRONIC PLAN REVIEW). |
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| Review Stop |
E |
ELECTRICAL |
| Rev No |
3 |
Status |
P |
Date |
2023-03-07 |
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|
Cont ID |
|
| Sent By |
fgiaquin |
Date |
2023-03-07 |
Time |
22:31 |
Rev Time |
0.00 |
| Received By |
fgiaquin |
Date |
2023-03-07 |
Time |
22:06 |
Sent To |
|
|
| Notes |
| 2023-03-07 22:30:57 | FIRE ALARM, SITE LIGHTING, GENERATORS, LOW VOLTAGE | | | PERMITS, ETC ARE NOT INCLUDED IN THIS ELECTRICAL PLAN | | | REVIEW AND WILL REQUIRE SEPARATE PERMITS AND PLANS | | | SUBMITTALS. FBC 105.1 |
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| Review Stop |
E |
ELECTRICAL |
| Rev No |
2 |
Status |
P |
Date |
2023-01-09 |
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|
Cont ID |
|
| Sent By |
fgiaquin |
Date |
2023-01-09 |
Time |
23:43 |
Rev Time |
0.00 |
| Received By |
fgiaquin |
Date |
2023-01-09 |
Time |
19:51 |
Sent To |
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| Notes |
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| Review Stop |
E |
ELECTRICAL |
| Rev No |
1 |
Status |
P |
Date |
2022-11-05 |
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|
Cont ID |
|
| Sent By |
fgiaquin |
Date |
2022-11-05 |
Time |
20:05 |
Rev Time |
0.00 |
| Received By |
fgiaquin |
Date |
2022-11-03 |
Time |
19:26 |
Sent To |
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| Notes |
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| Review Stop |
ENG |
ENGINEERING CSD |
| Rev No |
5 |
Status |
P |
Date |
2023-05-25 |
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Cont ID |
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| Sent By |
lquinone |
Date |
2023-05-25 |
Time |
07:33 |
Rev Time |
0.00 |
| Received By |
lquinone |
Date |
2023-05-25 |
Time |
07:33 |
Sent To |
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| Notes |
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| Review Stop |
ENG |
ENGINEERING CSD |
| Rev No |
4 |
Status |
F |
Date |
2023-04-25 |
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|
Cont ID |
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| Sent By |
lquinone |
Date |
2023-04-25 |
Time |
16:01 |
Rev Time |
0.00 |
| Received By |
lquinone |
Date |
2023-04-25 |
Time |
16:00 |
Sent To |
|
|
| Notes |
| 2023-04-25 16:02:54 | SITE PLAN AMENDMENT WAS APPROVED. | | | | | | PROJECT WILL CONTINUE WITH ENGINEERING REVIEW UNDER | | | E22090003. |
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| Review Stop |
ENG |
ENGINEERING CSD |
| Rev No |
3 |
Status |
F |
Date |
2023-02-13 |
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Cont ID |
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| Sent By |
rrossano |
Date |
2023-02-13 |
Time |
|
Rev Time |
0.00 |
| Received By |
rrossano |
Date |
2023-02-13 |
Time |
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Sent To |
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|
| Notes |
| 2023-02-13 12:08:17 | SITE PLAN IS UNDER REVISION. | | | | | | THANKS, | | | RICK ROSSANO, SENIOR PROJECT COORD., WPB ENG. SERVICES | | | DEPT., 561-494-1098, FAX: 561-494-1116 [email protected] |
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| Review Stop |
ENG |
ENGINEERING CSD |
| Rev No |
2 |
Status |
F |
Date |
2022-12-21 |
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|
Cont ID |
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| Sent By |
rrossano |
Date |
2022-12-21 |
Time |
|
Rev Time |
0.00 |
| Received By |
rrossano |
Date |
2022-12-21 |
Time |
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Sent To |
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| Notes |
| 2022-12-21 11:28:13 | SITE PLAN IS UNDER REVISION. | | | | | | THANKS, | | | RICK ROSSANO, SENIOR PROJECT COORD., WPB ENG. SERVICES | | | DEPT., 561-494-1098, FAX: 561-494-1116 [email protected] |
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| Review Stop |
ENG |
ENGINEERING CSD |
| Rev No |
1 |
Status |
F |
Date |
2022-10-03 |
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|
Cont ID |
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| Sent By |
rrossano |
Date |
2022-10-03 |
Time |
|
Rev Time |
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| Received By |
rrossano |
Date |
2022-10-03 |
Time |
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Sent To |
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| Notes |
| 2022-10-03 09:55:21 | UNDER FORMAL ENGINEERING REVIEW (E22090003). |
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| Review Stop |
FIRE |
FIRE DEPARTMENT |
| Rev No |
4 |
Status |
P |
Date |
2023-06-01 |
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|
Cont ID |
|
| Sent By |
pleduc |
Date |
2023-06-01 |
Time |
|
Rev Time |
0.00 |
| Received By |
pleduc |
Date |
2023-06-01 |
Time |
13:15 |
Sent To |
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| Notes |
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| Review Stop |
FIRE |
FIRE DEPARTMENT |
| Rev No |
3 |
Status |
P |
Date |
2023-05-19 |
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Cont ID |
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| Sent By |
pleduc |
Date |
2023-05-19 |
Time |
|
Rev Time |
0.00 |
| Received By |
pleduc |
Date |
2023-05-19 |
Time |
15:45 |
Sent To |
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| Notes |
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| Review Stop |
FIRE |
FIRE DEPARTMENT |
| Rev No |
2 |
Status |
P |
Date |
2022-12-20 |
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Cont ID |
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| Sent By |
|
Date |
2022-12-20 |
Time |
|
Rev Time |
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| Received By |
bdolan |
Date |
2022-12-20 |
Time |
11:13 |
Sent To |
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| Notes |
| 2022-12-20 11:14:03 | ANY AND ALL WORK ON THE FIRE ALARM SYSTEM SHALL BE DONE | | | BY A FIRE ALARM CONTRACTOR. A SEPARATE SHOP DRAWING | | | COMPLIANT WITH NFPA 72 IS REQUIRED TO BE SUBMITTED, | | | REVIEWED AND APPROVED BY THE FIRE PREVENTION BUREAU | | | PRIOR TO ANY INSTALLATION. | | | | | | ALL WORK ON THE FIRE SPRINKLER SYSTEM IS REQUIRED TO BE | | | COMPLETED BY A CERTIFIED FIRE SPRINKLER CONTRACTOR AND | | | SHALL COMPLY WITH NFPA 13. SEPARATE SHOP DRAWINGS, ARE | | | REQUIRED TO BE SUBMITTED, REVIEWED AND APPROVED BY THE | | | FIRE PREVENTION BUREAU PRIOR TO ANY WORK ON THE SYSTEM. | | | | | | ALL WORK ON THE UNDERGROUND FIRE MAIN IS REQUIRED TO BE | | | COMPLETED BY A CERTIFIED UNDERGROUND CONTRACTOR AND | | | SHALL COMPLY WITH NFPA 24 STANDARD FOR THE INSTALLATION | | | OF PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES. | | | SEPARATE SHOP DRAWINGS COMPLIANT WITH 61G15-32.004 | | | DESIGN OF WATER BASED FIRE PROTECTION SYSTEMS ARE | | | REQUIRED TO BE SUBMITTED, REVIEWED AND APPROVED BY THE | | | FIRE PREVENTION BUREAU PRIOR TO ANY WORK ON THE SYSTEM. | | | | | | | | | PER CITY CODES, ALL WORK IS SUBJECT TO FIELD | | | INSPECTIONS AND APPROVAL. | | | | | | CAPT.BRIAN DOLAN | | | DIVISION OF FIRE PREVENTION | | | 561-804-4752 | | | [email protected] |
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| Review Stop |
FIRE |
FIRE DEPARTMENT |
| Rev No |
1 |
Status |
P |
Date |
2022-10-11 |
|
|
Cont ID |
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| Sent By |
|
Date |
2022-10-11 |
Time |
|
Rev Time |
|
| Received By |
bdolan |
Date |
2022-10-06 |
Time |
10:34 |
Sent To |
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|
| Notes |
| 2022-10-11 15:04:36 | ANY AND ALL WORK ON THE FIRE ALARM SYSTEM SHALL BE DONE | | | BY A FIRE ALARM CONTRACTOR. A SEPARATE SHOP DRAWING | | | COMPLIANT WITH NFPA 72 IS REQUIRED TO BE SUBMITTED, | | | REVIEWED AND APPROVED BY THE FIRE PREVENTION BUREAU | | | PRIOR TO ANY INSTALLATION. | | | | | | ALL WORK ON THE FIRE SPRINKLER SYSTEM IS REQUIRED TO BE | | | COMPLETED BY A CERTIFIED FIRE SPRINKLER CONTRACTOR AND | | | SHALL COMPLY WITH NFPA 13. SEPARATE SHOP DRAWINGS, ARE | | | REQUIRED TO BE SUBMITTED, REVIEWED AND APPROVED BY THE | | | FIRE PREVENTION BUREAU PRIOR TO ANY WORK ON THE SYSTEM. | | | | | | ALL WORK ON THE UNDERGROUND FIRE MAIN IS REQUIRED TO BE | | | COMPLETED BY A CERTIFIED UNDERGROUND CONTRACTOR AND | | | SHALL COMPLY WITH NFPA 24 STANDARD FOR THE INSTALLATION | | | OF PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES. | | | SEPARATE SHOP DRAWINGS COMPLIANT WITH 61G15-32.004 | | | DESIGN OF WATER BASED FIRE PROTECTION SYSTEMS ARE | | | REQUIRED TO BE SUBMITTED, REVIEWED AND APPROVED BY THE | | | FIRE PREVENTION BUREAU PRIOR TO ANY WORK ON THE SYSTEM. | | | | | | | | | PER CITY CODES, ALL WORK IS SUBJECT TO FIELD | | | INSPECTIONS AND APPROVAL. | | | | | | LT. BRIAN DOLAN | | | DIVISION OF FIRE PREVENTION | | | 561-804-4752 | | | [email protected] | | | |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
6 |
Status |
N |
Date |
2023-06-02 |
|
|
Cont ID |
|
| Sent By |
rmcphers |
Date |
2023-06-02 |
Time |
10:49 |
Rev Time |
0.00 |
| Received By |
rmcphers |
Date |
2023-05-31 |
Time |
17:37 |
Sent To |
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| Notes |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
5 |
Status |
N |
Date |
2023-05-31 |
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Cont ID |
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| Sent By |
aoliver |
Date |
2023-05-31 |
Time |
07:45 |
Rev Time |
0.00 |
| Received By |
aoliver |
Date |
2023-05-18 |
Time |
07:52 |
Sent To |
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| Notes |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
4 |
Status |
N |
Date |
2023-05-17 |
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Cont ID |
|
| Sent By |
lmarchan |
Date |
2023-05-17 |
Time |
11:30 |
Rev Time |
0.00 |
| Received By |
lmarchan |
Date |
2023-04-20 |
Time |
07:54 |
Sent To |
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| Notes |
|
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
3 |
Status |
N |
Date |
2023-03-07 |
|
|
Cont ID |
|
| Sent By |
fgiaquin |
Date |
2023-03-07 |
Time |
22:31 |
Rev Time |
0.00 |
| Received By |
fgiaquin |
Date |
2023-02-07 |
Time |
09:50 |
Sent To |
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|
| Notes |
|
|
| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
2 |
Status |
N |
Date |
2023-02-01 |
|
|
Cont ID |
|
| Sent By |
lmarchan |
Date |
2023-02-01 |
Time |
11:21 |
Rev Time |
0.00 |
| Received By |
lmarchan |
Date |
2022-12-17 |
Time |
18:36 |
Sent To |
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|
| Notes |
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|
| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
1 |
Status |
N |
Date |
2022-12-05 |
|
|
Cont ID |
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| Sent By |
aoliver |
Date |
2022-12-05 |
Time |
10:07 |
Rev Time |
0.00 |
| Received By |
aoliver |
Date |
2022-09-30 |
Time |
09:23 |
Sent To |
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| Notes |
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| Review Stop |
IMPACT |
COUNTY IMPACT FEES |
| Rev No |
2 |
Status |
P |
Date |
2023-06-16 |
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Cont ID |
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| Sent By |
aoliver |
Date |
2023-06-16 |
Time |
09:05 |
Rev Time |
0.00 |
| Received By |
aoliver |
Date |
2023-06-02 |
Time |
14:05 |
Sent To |
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| Notes |
| 2023-06-13 16:35:00 | RECEIPT MU-2023-025135 - $38,319.59 PAID | | 2023-06-02 14:05:55 | EMAILED IMPACT FOR REVIEW-AO |
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| Review Stop |
IMPACT |
COUNTY IMPACT FEES |
| Rev No |
1 |
Status |
F |
Date |
2022-10-31 |
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Cont ID |
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| Sent By |
rmcphers |
Date |
2022-10-31 |
Time |
13:46 |
Rev Time |
0.00 |
| Received By |
rmcphers |
Date |
2022-10-31 |
Time |
13:46 |
Sent To |
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| Notes |
| 2022-10-31 13:46:56 | PLANS WILL BE REVIEWED BY THE PBC IMPACT FEE OFFICE | | | DIGITALLY VIA PROJECTDOX UPON NOTIFICATION BY THIS | | | OFFICE. NOTIFICATION MAY OCCUR WHEN PLANS ARE NEAREST | | | FINAL FORM. YOU MAY COORDINATE WITH THE IMPACT FEE | | | OFFICE AT (561) 233-5025 OR SIMPLY UPLOAD THE MUNICIPAL | | | IMPACT FEE QUESTIONNAIRE FORM TO YOUR PROJECT AND NAME | | | THE FILE MUNICIPAL IMPACT FEE QUESTIONNAIRE. THE FORM | | | CAN BE FOUND AT: HTTP://DISCOVER.PBCGOV.ORG/PZB/ADMINIS | | | TRATION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF | | | | | | UPON APPROVAL AND FEE PAYMENT, PLEASE UPLOAD THE | | | RECEIPT TO YOUR PROJECT OR EMAIL IT TO | | | [email protected] . | | | |
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| Review Stop |
M |
MECHANICAL (A/C) |
| Rev No |
3 |
Status |
P |
Date |
2023-02-21 |
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Cont ID |
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| Sent By |
medwards |
Date |
2023-02-21 |
Time |
09:32 |
Rev Time |
0.00 |
| Received By |
medwards |
Date |
2023-02-21 |
Time |
09:32 |
Sent To |
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| Notes |
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| Review Stop |
M |
MECHANICAL (A/C) |
| Rev No |
2 |
Status |
F |
Date |
2023-01-03 |
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Cont ID |
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| Sent By |
medwards |
Date |
2023-01-03 |
Time |
09:06 |
Rev Time |
0.00 |
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Date |
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Time |
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Sent To |
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| Notes |
| 2023-01-03 09:06:53 | 2ND REVIEW FMC | | | PERMIT: 22091089 | | | | | | CODES IN EFFECT: 2020 | | | | | | FBC- FLORIDA BUILDING CODE | | | FMC- FLORIDA MECHANICAL CODE | | | FEC- FLORIDA ENERGY CONSERVATION | | | FGC- FLORIDA FUEL GAS | | | FEX- FLORIDA EXISTING BUILDING CODE | | | FRC- FLORIDA RESIDENTIAL BUILDING CODE | | | F.S.- FLORIDA STATUTES | | | FAC- FLORIDA ACCESSIBILITY CODE | | | WPB- WEST PALM BEACH AMENDMENTS TO THE FBC | | | | | | PLAN REVIEW RESULTS: DENIED. | | | | | | 1) SHEET M-130: OUTDOOR AIR CALCULATIONS FOR AHU-1; IT | | | APPEARS THAT THE LOBBIES/PREFUNCTION CALCULATIONS IS | | | USING THE WRONG OCCUPANCY DENSITY. THE OCCUPANCY | | | DENSITY FOR LOBBIES/PREFUNCTION SHOULD BE 30 AND NOT | | | 10. THIS HAS MADE THE OUTDOOR AIR CALCULATION TOO LOW | | | FOR THE SPACE. PLEASE CHECK THE NUMBERS AND MAKE THE | | | REQUIRED CORRECTIONS. FMC 403.3.1.1 | | | | | | 2) PLEASE PROVIDE THE AHU SYSTEM VENTILATION RATE | | | COMPLETE CALCULATION FOR EACH AHU. FMC 403.3.1.1 | | | | | | 3) PROVIDE THE REQUIRED EXHAUST FOR THE COPY/PRINT | | | AREA. FMC TABLE 403.3.1.1 | | | | | | 4) SHEET M-510: PLEASE SHOW HOW OUTDOOR AIR WILL BE | | | INTRODUCED FOR THE 2ND FLOOR AHU-2. FBC 107.3.5 | | | | | | 5) PLEASE REFERENCE THE SHEET AND NOTE THAT STATES THE | | | BATHROOM EXHAUST FANS ARE CONTINUOUSLY OPERATED, SHEET | | | M-120 DOES NOT MENTION THE FANS ARE CONTINUOUSLY | | | OPERATED. CONTROL INTERLOCKS DOES LIST SCHEDULE. FMC | | | TABLE 403.3.1.1 | | | | | | | | | WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE | | | LETTER ADDRESSING EACH ITEM. | | | | | | MICHAEL EDWARDS | | | MECHANICAL EXAMINER | | | 401 CLEMATIS STREET | | | WEST PALM BEACH FL. 33401 | | | 561-805-6728 | | | [email protected] | | | |
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| Review Stop |
M |
MECHANICAL (A/C) |
| Rev No |
1 |
Status |
F |
Date |
2022-11-07 |
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Cont ID |
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| Sent By |
medwards |
Date |
2022-11-07 |
Time |
13:05 |
Rev Time |
0.00 |
| Received By |
medwards |
Date |
2022-11-03 |
Time |
16:46 |
Sent To |
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| Notes |
| 2022-11-07 13:06:19 | 1ST REVIEW FMC | | | PERMIT: 22091089 | | | | | | CODES IN EFFECT: 2020 | | | | | | FBC- FLORIDA BUILDING CODE | | | FMC- FLORIDA MECHANICAL CODE | | | FEC- FLORIDA ENERGY CONSERVATION | | | FGC- FLORIDA FUEL GAS | | | FEX- FLORIDA EXISTING BUILDING CODE | | | FRC- FLORIDA RESIDENTIAL BUILDING CODE | | | F.S.- FLORIDA STATUTES | | | FAC- FLORIDA ACCESSIBILITY CODE | | | WPB- WEST PALM BEACH AMENDMENTS TO THE FBC | | | | | | PLAN REVIEW RESULTS: DENIED. | | | | | | 1) PLEASE PROVIDE THE OUTDOOR AIR CALCULATIONS BASED ON | | | THE OCCUPANCY CLASSIFICATIONS FOUND IN FMC TABLE | | | 403.3.1.1. I CANNOT COMPARE THE SUBMITTED CALCULATIONS | | | WITH TABLE 403.3.1.1. I CANNOT COMPARE THE CALCULATIONS | | | UNTIL YOU PROVIDE ME WITH OCCUPANCIES IDENTIFIED FROM | | | TABLE 403.3.1.1. FMC 403.3.1.1 | | | | | | 2) THE BATHROOM EXHAUST MUST MEET THE MINIMUM CFM???S | | | BASED ON FMC TABLE 403.3.1.1. PLEASE SHOW THAT THE | | | CFM???S WILL MEET THE 70 CFM???S PER WATER CLOSET OR | | | URINAL. EXAMPLE: EF2-2 SHOULD HAVE A MINIMUM OF 420 | | | CFM???S OF EXHAUST. 6 X 70 = 420. EF-1-5 SHOULD HAVE A | | | MINIMUM OF 490 CFM???S. | | | | | | 3) SHEET M-300: NEW WORK NOTE 11 IS REFERENCING A | | | EF1-6, THE IS NO EF-1-6 IN THE FAN SCHEDULE ON SHEET | | | M-120. PLEASE CORRECT NEW WORK KEYNOTE 11. FBC 107.3.5 | | | | | | 4) REVISE THE MECHANICAL DRAWINGS TO SHOW THE DUCT | | | DETECTORS IN THE SUPPLY SIDE OF THE DUCTWORK. FMC 606.1 | | | | | | | | | WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE | | | LETTER ADDRESSING EACH ITEM. | | | | | | MICHAEL EDWARDS | | | MECHANICAL EXAMINER | | | 401 CLEMATIS STREET | | | WEST PALM BEACH FL. 33401 | | | 561-805-6728 | | | [email protected] | | | |
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| Review Stop |
P |
PLUMBING |
| Rev No |
2 |
Status |
P |
Date |
2022-12-20 |
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Cont ID |
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| Sent By |
rwbrown |
Date |
2022-12-20 |
Time |
12:10 |
Rev Time |
0.00 |
| Received By |
rwbrown |
Date |
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Time |
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Sent To |
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| Notes |
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| Review Stop |
P |
PLUMBING |
| Rev No |
1 |
Status |
F |
Date |
2022-10-31 |
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Cont ID |
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| Sent By |
jesmith |
Date |
2022-10-31 |
Time |
12:36 |
Rev Time |
0.00 |
| Received By |
jesmith |
Date |
2022-10-26 |
Time |
14:42 |
Sent To |
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| Notes |
| 2022-10-31 12:32:32 | CODES IN EFFECT: | | | FBC = FLORIDA BUILDING CODE 2020 7TH EDITION | | | WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FBC 2017 | | | 6TH ED, CHAPTER 1 | | | WPB CCCM=WEST PALM BEACH CROSS-CONNECTION CONTROL | | | MANUAL REVISED 2017 | | | FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2020 | | | 7TH EDITION | | | FBC ACC = FLORIDA ACCESSIBILITY CODE 2020 7TH EDITION | | | FBC EX = FLORIDA EXISTING BUILDING CODE 2020 7TH | | | EDITION | | | FBC PL = FLORIDA PLUMBING CODE 2020 7TH EDITION | | | FAC= FLORIDA ADMINISTRATIVE CODE | | | FS = FLORIDA STATUTES | | | | | | 22091089 8350 OKEECHOBEE BLVD | | | | | | 1ST REVIEW: DENIED | | | THE BACKFLOW PERMIT IS REQUIRED TO BE SUBMITTED PRIOR | | | TO ISSUANCE OF THE PRIMARY PERMIT (AS APPLICABLE). YOU | | | CAN SUBMIT AN APPLICATION "TBD" (TO BE DETERMINED) IF | | | YOU DO NOT HAVE A CONTRACTOR SELECTED BY EMAILING A | | | COMPLETED PERMIT APPLICATION TO [email protected] | | | . YOU WILL RECEIVE INSTRUCTIONS TO PAY FEES AND UPLOAD | | | PLANS. YOU MAY UPLOAD PLANS AND PAY FEES AT A FUTURE | | | DATE, BUT THE APPLICATION IS REQUIRED AT THIS TIME. WE | | | RECOMMEND THAT YOU PAY FEES AND UPLOAD PLANS AT THE | | | SAME TIME. AFTER YOU HAVE THE PERMIT(S) GENERATED, | | | PLEASE NOTIFY ME AT [email protected] AND CC SAMANTHA | | | HILL, CHIEF PLANS EXAMINER AT [email protected] AND RYAN | | | BROWN, CHIEF PLUMBING INSPECTOR AT [email protected] VIA | | | EMAIL WITH THE PERMIT NUMBER(S) | | | | | | 1. RM 205 BREAKROOM SINK COUNTERTOP IS 36 INCHES FROM | | | FLOOR AS WELL AS RM 103, 104, 105. 106, 110, 111, 229 | | | AND 230. ALL HAVE DESIGNATED CLEAR FLOOR SPACE | | | INDICATING ACCESSIBILITY. A412/01 DETAIL INDICATES SINK | | | COUNTERTOP IS 36 INCHES FROM FLOOR. PER FAC 603.3, | | | ACCESSIBLE LAVATORIES AND SINKS SHALL BE INSTALLED WITH | | | THE FRONT OF THE HIGHER OF THE RIM OR COUNTER SURFACE | | | 34 INCHES (865 MM) MAXIMUM ABOVE THE FINISH FLOOR OR | | | GROUND. | | | | | | 2. DESIGNATE ACCESSIBLE URINAL AND SHOW CLEAR FLOOR | | | SPACE. FAC 605.3 | | | | | | 3. IT HAS BEEN AND IS THE POSITION TAKEN BY THIS | | | DEPARTMENT THAT PAINTED DRYWALL, EVEN WHERE COATED WITH | | | HIGHLY DURABLE PAINTS SUCH AS EPOXY, DOES NOT MEET THE | | | INTENT OF SECTION 1210.2.2. THE TYPICAL MATERIALS USED | | | FOR THIS APPLICATION ARE CERAMIC TILE, FIBERGLASS | | | REINFORCED PLASTIC (FRP) PANELS, PHENOLIC PANELS, | | | LAMINATED PLASTIC PANELS, PAINTED STEEL AND STAINLESS | | | STEEL. | | | ***A) HARD FINISH REQUIRED ON NORTH (SIDE) WALL | | | ADJACENT TO MEN/WOMEN ACCESSIBLE WATER CLOSET TO A | | | HEIGHT OF NOT LESS THAN 4 FEET ABOVE THE FLOOR. FBC PL | | | 310.3, FBC 1210.2.2 | | | ***B) ALL INDIVIDUAL RESTROOMS SHALL HAVE SMOOTH HARD | | | FINISH SIDEWALL ADJACENT TO WATER CLOSET TO A HEIGHT OF | | | NOT LESS THAN 4 FEET ABOVE THE FLOOR. FBC PL 310.3, FBC | | | 1210.2.2 | | | ***C) CUSTODIAL RM-231 REQUIRES SMOOTH HARD FINISH WALL | | | WITHIN 2 FEET OF MOP SINK TO A HEIGHT OF NOT LESS THAN | | | 4 FEET ABOVE THE FLOOR. FBC PL 310.3, FBC 1210.2.2 | | | | | | 4. P-029 PLUMBING SITE PLAN REFERS TO CIVIL DRAWINGS. | | | PER WPB FBC 107.2.1, PLEASE PROVIDE WATER, SEWER AND | | | DRAINAGE CIVIL DRAWINGS | | | | | | 5.P-400: PROVIDE VENT FOR URINALS. FBC PL 909.1 | | | | | | 6. P-400: 2 INCH SANITARY/SOIL STACK TO SECOND FLOOR | | | RESTROOMS IS NOT COMPLIANT. FBC PL 704.2, 710.1. PLEASE | | | CLARIFY AND RECONCILE WITH P-100 AND P-110. | | | | | | 7. P-400: PROVIDE P-TRAPS FOR FLOOR DRAINS. FBC PL | | | 1002.1 | | | | | | 8. P-400/P-100: PLEASE CONTINUE HORIZONTAL WASTE BRANCH | | | FROM MOST UPSTREAM WATER CLOSET OF FIRST FLOOR BATHROOM | | | BATTERY TO THE UPSTREAM DRY VENT FULL SIZE 4 INCH TO | | | COMPLY WITH FBC PL 914.3. | | | | | | 9. P-400/P-110: PLEASE CONTINUE HORIZONTAL WASTE BRANCH | | | FROM MOST UPSTREAM WATER CLOSET OF SECOND FLOOR | | | BATHROOM BATTERY TO THE UPSTREAM DRY VENT FULL SIZE 4 | | | INCH TO COMPLY WITH FBC PL 914.3. | | | | | | 10. PROVIDE CALCULATIONS FOR SIZING OF WATER PIPE. WPB | | | FBC 107.3.5.1.3(3) | | | | | | 11. P-510 WATER HEATER DETAIL; PROVIDE VACUUM RELIEF | | | VALVE IN COLD WATER FEED. FBC PL 504.2 | | | | | | 12. PROVIDE ENERGY EFFICIENCY FOR WATER HEATER; COMPLY | | | WITH FBC EC TABLE C404.2 | | | | | | 13. PLAN SHEETS P-200, P-210 AND P-410: REFER TO FBC EC | | | TABLE C404.5.1; THE 1/2 -INCH HOT WATER PIPE TO THE | | | PUBLIC LAVATORIES SHALL NOT EXCEED 2 FEET FROM THE HOT | | | WATER SOURCE (HOT WATER RECIRCULATING SYSTEM). | | | | | | 14. PER WPB FBC 107.2.1, PROVIDE PIPE HANGER DETAIL | | | WITH A NOTE STATING, "HORIZONTAL PIPE SHALL BE | | | SUPPORTED IN ACCORDANCE WITH FBC PL TABLE 308.5." | | | | | | 15. REGARDING P-010 PLUMBING FIXTURE SCHEDULE, REMARKS | | | FOR L-1 AND L-2 STATE "PLUMBING CONTRACTOR TO CONNECT | | | COLD WATER TO BOTH HOT WATER AND COLD WATER CONNECTIONS | | | ON THE FAUCET"; PLAN SHEETS P-200, P-210 AND P-410 SHOW | | | HOT WATER CONNECTED TO FIXTURE. PER WPB FBC 107.2.1, | | | PLEASE CLARIFY AND RECONCILE. | | | IF HOT WATER IS TO BE SUPPLIED TO PUBLIC LAVATORIES | | | THEN PER FBC PL 419.5, PROVIDE AN APPROVED | | | WATER-TEMPERATURE LIMITING DEVICE THAT CONFORMS TO ASSE | | | 1070 OR CSA B125.3. | | | | | | 16. PER WPB FBC 107.2.1, PROVIDE PIPING MATERIAL SPEC | | | FOR EACH SYSTEM TO INCLUDE PIPE, VALVES, FITTINGS AND | | | JOINTS. COMPLY WITH FBC PL CHAPTERS 3, 6, 7, 9 AND 11. | | | | | | 17. MANUFACTURER'S SPECIFICATION/INSTALLATION MANUAL | | | FOR THE FOLLOWING SHALL BE PROVIDED FOR THE FOLLOWING: | | | ***WATER HEATER | | | ***BACKFLOW PREVENTER DEVICES | | | ***THERMOSTATIC MIXING VALVES | | | ALL SUBMITTALS SHALL BE APPROVED AND STAMP BY THE | | | DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE- WPB FBC | | | 107.2.1, 107.3.4. SUBMITTALS MAY BE DEFERRED IN | | | ACCORDANCE WITH SECTION WPB FBC 107.3.4.1. | | | DEFERRED SUBMITTALS SHALL BE LISTED ON THE PLANS | | | | | | 18. PER WPB FBC 107.3.5.1.3(7), PLEASE SHOW ON P-420, | | | THE LOCATION(S) OF REQUIRED BACKWATER VALVE(S). FBC PL | | | 1101.9 AND SECTION 714. | | | | | | 19. PER WPB FBC 107.3.5.1.3(4), PROVIDE SANITARY SIZING | | | CALCULATIONS. | | | | | | | | | END OF COMMENTS. | | | PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED | | | MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. | | | WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE | | | LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY | | | RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT | | | CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID | | | THE PREVIOUSLY REVIEWED SHEETS. ALL PLANS TO BE SIGNED | | | AND SEALED BY THE DESIGNER AS REQUIRED BY FAC AND FS. | | | | | | | | | | | | JERALD SMITH | | | PLUMBING PLANS EXAMINER PX928 | | | PLUMBING INSPECTOR BN2148 | | | CITY OF WEST PALM BEACH | | | EMAIL [email protected] | | | MOBILE 561-246-0882 | | | |
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| Review Stop |
R |
ROOF PLAN REVIEW |
| Rev No |
3 |
Status |
N |
Date |
2023-02-13 |
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Cont ID |
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| Sent By |
rmcphers |
Date |
2023-02-13 |
Time |
11:20 |
Rev Time |
0.00 |
| Received By |
rmcphers |
Date |
2023-02-13 |
Time |
11:20 |
Sent To |
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| Notes |
| 2023-02-13 11:20:29 | ROOFING SYSTEM TO BE DEFERRED |
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| Review Stop |
R |
ROOF PLAN REVIEW |
| Rev No |
2 |
Status |
F |
Date |
2023-01-06 |
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Cont ID |
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| Sent By |
rmcphers |
Date |
2023-01-06 |
Time |
15:22 |
Rev Time |
0.00 |
| Received By |
rmcphers |
Date |
2023-01-06 |
Time |
15:22 |
Sent To |
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| Notes |
| 2023-01-06 15:25:17 | SEE BUILDING PLAN REVIEW | | | IF THE INTENTION IS TO DEFER THE ROOFING SYSTEM PRODUCT | | | APPROVALS PLEASE PROVIDE A DEFERRED LIST OF ITEMS ON | | | THE DRAWINGS. |
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| Review Stop |
R |
ROOF PLAN REVIEW |
| Rev No |
1 |
Status |
F |
Date |
2022-10-31 |
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Cont ID |
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| Sent By |
rmcphers |
Date |
2022-10-31 |
Time |
13:47 |
Rev Time |
0.00 |
| Received By |
rmcphers |
Date |
2022-10-31 |
Time |
13:47 |
Sent To |
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| Notes |
| 2022-10-31 13:47:23 | SEE BUILDING PLAN REVIEW |
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| Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
| Rev No |
5 |
Status |
P |
Date |
2023-06-02 |
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Cont ID |
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| Sent By |
rmcphers |
Date |
2023-06-02 |
Time |
10:49 |
Rev Time |
0.00 |
| Received By |
rmcphers |
Date |
2023-06-02 |
Time |
10:49 |
Sent To |
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| Notes |
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| Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
| Rev No |
4 |
Status |
F |
Date |
2023-05-19 |
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Cont ID |
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| Sent By |
rmcphers |
Date |
2023-05-19 |
Time |
14:44 |
Rev Time |
0.00 |
| Received By |
rmcphers |
Date |
2023-05-19 |
Time |
14:44 |
Sent To |
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| Notes |
| 2023-05-19 14:45:37 | SIGNATURE REVIEW | | | | | | CORRECTIONS NEEDED - | | | | | | 1) DRAWING A-130 NEEDS TO BE SIGNED AND SEALED BY THE | | | DESIGNER - FBC WPB 107.1 | | | | | | SIGNED AND SEALED DRAWINGS IN PROJECTDOX NEED TO BE | | | DIGITALLY/ELECTRONICALLY SIGNED TO BE USED IN | | | ELECTRONIC PLAN REVIEW. (A CERTIFICATE-BASED DIGITAL | | | SIGNATURE (OFTEN JUST CALLED A DIGITAL SIGNATURE) IS A | | | SPECIFIC TYPE OF E-SIGNATURE). |
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| Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
| Rev No |
3 |
Status |
P |
Date |
2023-02-13 |
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Cont ID |
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| Sent By |
rmcphers |
Date |
2023-02-13 |
Time |
11:19 |
Rev Time |
0.00 |
| Received By |
rmcphers |
Date |
2023-02-13 |
Time |
11:19 |
Sent To |
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| Notes |
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| Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
| Rev No |
2 |
Status |
P |
Date |
2023-01-06 |
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Cont ID |
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| Sent By |
rmcphers |
Date |
2023-01-06 |
Time |
15:45 |
Rev Time |
0.00 |
| Received By |
rmcphers |
Date |
2023-01-06 |
Time |
15:45 |
Sent To |
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|
| Notes |
| 2023-01-03 09:08:01 | MECHANICAL DIGITAL SIGNATURES APPROVED ME |
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| Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
| Rev No |
1 |
Status |
F |
Date |
2022-10-31 |
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Cont ID |
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| Sent By |
rmcphers |
Date |
2022-10-31 |
Time |
14:09 |
Rev Time |
0.00 |
| Received By |
rmcphers |
Date |
2022-10-31 |
Time |
14:09 |
Sent To |
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| Notes |
| 2022-10-31 14:10:07 | SIGNATURE REVIEW | | | | | | CORRECTIONS NEEDED - | | | | | | 1) THE PROVIDED SOIL REPORT DOES NOT SHOW AS DIGITALLY | | | SIGNED IN ADOBE READER - | | | | | | SIGNED AND SEALED DRAWINGS IN PROJECTDOX NEED TO BE | | | DIGITALLY/ELECTRONICALLY SIGNED TO BE USED IN | | | ELECTRONIC PLAN REVIEW. (A CERTIFICATE-BASED DIGITAL | | | SIGNATURE (OFTEN JUST CALLED A DIGITAL SIGNATURE) IS A | | | SPECIFIC TYPE OF E-SIGNATURE). | | | | | 2022-10-31 12:40:29 | ELECTRONIC SIGNATURES FOR PLUMBING PASS. JS |
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| Review Stop |
Z |
ZONING |
| Rev No |
7 |
Status |
P |
Date |
2023-06-01 |
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Cont ID |
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| Sent By |
eschneid |
Date |
2023-06-01 |
Time |
14:44 |
Rev Time |
0.25 |
| Received By |
eschneid |
Date |
2023-06-01 |
Time |
14:26 |
Sent To |
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|
| Notes |
| 2023-06-01 14:45:23 | SEPARATE PERMITS WITH | | | PLANS ARE REQUIRED: | | | A. SITE LIGHTING | | | B. GENERATOR | | | SEPERATE PERMITS HAVE BEEN SUBMITTED: | | | A. LANDSCAPE | | | B. PARKING LOT | | | C. CHILLER | | | D. DUMPSTER ENC. | | | E. BICYCLE RACKS |
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| Review Stop |
Z |
ZONING |
| Rev No |
6 |
Status |
F |
Date |
2023-05-30 |
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Cont ID |
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| Sent By |
eschneid |
Date |
2023-05-30 |
Time |
17:07 |
Rev Time |
0.50 |
| Received By |
eschneid |
Date |
2023-05-30 |
Time |
16:15 |
Sent To |
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|
| Notes |
| 2023-05-30 17:08:53 | FAILED | | | | | | PLANS MEET ZONING REQUIREMENTS, BUT CANNOT BE APPROVED | | | UNTIL THE TREE ALTERATION PERMIT FOR THS SITE IS | | | APPROVED. | | | | | | CONTACT ERIC SCHNEIDER @ 561-822-1446 | | | [email protected] | | | | | | | | | |
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| Review Stop |
Z |
ZONING |
| Rev No |
5 |
Status |
F |
Date |
2023-05-17 |
|
|
Cont ID |
|
| Sent By |
eschneid |
Date |
2023-05-17 |
Time |
11:22 |
Rev Time |
0.25 |
| Received By |
eschneid |
Date |
2023-05-17 |
Time |
11:13 |
Sent To |
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|
| Notes |
| 2023-05-17 11:22:22 | FAILED | | | | | | 1) REPEAT COMMENT: THE SITE PLAN AND PALM BEACH COUNTY | | | TRAFFIC APPROVAL LETTER ARE FOR A 17,733 SQUARE FOOT | | | BUILDING. THE COVER SHEET NEEDS TO ACCURATELY REFLECT | | | THIS APPROVED SQUARE FOOTAGE AND NOT SHOW AN INCREASE | | | IN SIZE TO 17,740 SQUARE FEET. THE CORRECT SQUARE | | | FOOTAGE IS SHOWN ON THE LIFE SAFETY PLAN. | | | | | | 2) UPDATED REPEAT COMMENT: SHEET AS-101 ARCHITECTURAL | | | SITE PLAN THAT IS UPLOADED DOES NOT MATCH THE RECENTLY | | | APPROVED MINOR SITE PLAN. THE APPROVED SITE PLAN MUST | | | BE UPLOADED. *** THE NOT CITY COMPLIANT BICYCLE RACK | | | MUST BE REMOVED FROM THIS PLAN. | | | | | | 3) SEPARATE PERMITS WITH PLANS ARE REQUIRED FOR THE | | | FOLLOWING: | | | | | | A. SITE LIGHTING. | | | B. NEW GENERATOR. | | | | | | 4) PRIOR TO THE REMOVAL OR RELOCATION OF ANY TREES ON | | | THE PROPERTY, A TREE ALTERATION PERMIT SHALL BE | | | APPROVED BY THE DEVELOPMENT SERVICES DEPARTMENT, | | | PLANNING DIVISION. | | | | | | CONTACT ERIC SCHNEIDER @ 562-822-1446 | | | [email protected] | | | |
|
|
| Review Stop |
Z |
ZONING |
| Rev No |
4 |
Status |
F |
Date |
2023-04-18 |
|
|
Cont ID |
|
| Sent By |
eschneid |
Date |
2023-04-18 |
Time |
14:54 |
Rev Time |
0.50 |
| Received By |
eschneid |
Date |
2023-04-18 |
Time |
14:54 |
Sent To |
|
|
| Notes |
| 2023-04-18 15:26:46 | FAILED | | | | | | 1) THE SITE PLAN AND PALM BEACH COUNTY TRAFFIC APPROVAL | | | LETTER ARE FOR A 17,733 SQUARE FOOT BUILDING. THE COVER | | | SHEET NEEDS TO ACCURATELY REFLECT THIS APPROVED SQUARE | | | FOOTAGE AND NOT SHOW AN INCREASE IN SIZE TO 17,740 | | | SQUARE FEET. THE CORRECT SQURE FOOTAGE IS SHOWN ON THE | | | LIFE SAFETY PLAN. | | | | | | 2) SHEET AS-101 ARCHITECTURAL SITE PLAN THAT IS | | | UPLOADED DOES NOT MATCH THE RECENTLY APPROVED MINOR | | | SITE PLAN. THE APPROVED SITE PLAN MUST BE UPLOADED. | | | | | | 3) SEPARATE PERMITS WITH PLANS ARE REQUIRED FOR THE | | | FOLLOWING: | | | | | | A. SITE LIGHTING. | | | B. NEW GENERATOR. | | | | | | 4) PRIOR TO THE REMOVAL OR RELOCATION OF ANY TREES ON | | | THE PROPERTY, A TREE ALTERATION PERMIT SHALL BE | | | APPROVED BY THE DEVELOPMENT SERVICES DEPARTMENT, | | | PLANNING DIVISION. | | | | | | CONTACT ERIC SCHNEIDER @ 562-822-1446 | | | [email protected] |
|
|
| Review Stop |
Z |
ZONING |
| Rev No |
3 |
Status |
F |
Date |
2023-02-21 |
|
|
Cont ID |
|
| Sent By |
eschneid |
Date |
2023-02-21 |
Time |
09:34 |
Rev Time |
0.00 |
| Received By |
eschneid |
Date |
2023-02-21 |
Time |
09:34 |
Sent To |
|
|
| Notes |
| 2023-02-21 09:34:41 | FAILED | | | | | | THE MINOR SITE PLAN AMENDMENT HAS NOT PASSED REVIEW. | | | THE PLANS WITH THIS PERMIT MUST MATCH THE PLANS | | | ULTIMATELY APPROVED AS PART OF THE MINOR SITE PLAN | | | AMENDMENT. | | | | | | CONTACT ERIC SCHNEIDER @ 561-822-1446 | | | [email protected] | | | |
|
|
| Review Stop |
Z |
ZONING |
| Rev No |
2 |
Status |
F |
Date |
2023-01-31 |
|
|
Cont ID |
|
| Sent By |
eschneid |
Date |
2023-01-31 |
Time |
17:24 |
Rev Time |
0.00 |
| Received By |
eschneid |
Date |
|
Time |
|
Sent To |
|
|
| Notes |
| 2022-12-28 11:42:21 | ZONING REVIEW ON HOLD UNTIL THE SUBMITTED MINOR SITE | | | PLAN AMENDMENT IS REVIEWED/APPROVED BY CITY STAFF. |
|
|
| Review Stop |
Z |
ZONING |
| Rev No |
1 |
Status |
F |
Date |
2022-11-28 |
|
|
Cont ID |
|
| Sent By |
eschneid |
Date |
2022-11-28 |
Time |
14:56 |
Rev Time |
1.00 |
| Received By |
eschneid |
Date |
2022-11-28 |
Time |
13:17 |
Sent To |
|
|
| Notes |
| 2022-11-28 14:56:19 | FAILED | | | | | | 1) PROVIDE A SURVEY OF THE AREA SUBJECT TO THIS PERMIT. | | | THE SURVEY, OR A SITE PLAN, MUST SHOW THE SETBACK | | | DIMENSIONS FROM THE EXISTING SANCTUARY BUILDING AND THE | | | WEST PROPERTY LINE. | | | | | | 2) THE FLOOR PLAN OF THE BUILDING DOES NOT MATCH THE | | | BUILDING APPROVED THROUGH THE SITE PLAN PROCESS. A NEW | | | DOOR HAS BEEN ADDED ON THE EAST SIDE OF THE BUILDING | | | THAT DIRECTLY CONFLICTS WITH THE APPROVED LANDSCAPE. | | | ALL THE PLANS MUST SHOW ACCURATE, CONSISTENT, CODE | | | COMPLIANT CONDITIONS. THE NEW BUILDING FLOOR PLAN IS | | | NOT SHOWN ON THE PLUMBING SITE PLAN, THE MECHANICAL | | | SITE PLAN, AND THE ELECTRICAL SITE PLAN. | | | | | | 3) WHILE THE PARKING, LANDSCAPE, DUMPSTER ENCLOSURE AND | | | CHILLER PLANT ARE NOT PART OF THE REVIEW OF THIS | | | BUILDING PERMIT, THE PLANS SHOW CHANGES TO THESE | | | FEATURES FROM WHAT WAS APPROVED AS PART OF THE SITE | | | PLAN APPROVAL. A MINOR SITE PLAN AMENDMENT MUST BE | | | SUBMITTED TO THE PLANNING DIVISION AND APPROVED, PRIOR | | | TO ZONING APPROVAL OF THIS PERMIT. THE SITE PLAN | | | AMENDMENT REVIEW WILL INCLUDE REVIEWS BY THE CITY'S | | | SANITATION AND LANDSCAPE REVIEWERS TO VERIFY THAT ALL | | | CODE PROVISIONS STILL COMPLY. | | | | | | 4) THE SITE PLAN APPROVAL, INCLUDING THE PALM BEACH | | | COUNTY TRAFFIC APPROVAL, ARE FOR A 17,733 SQUARE FOOT | | | BUILDING. THE PERMIT SHOWS A 17,740 SQUARE FOOT | | | BUILDING. THE MINOR SITE PLAN AMENDMENT MUST REFLECT | | | THIS INCREASE IN SQUARE FOOTAGE, TO INCLUDE AN UPDATED | | | PALM BEACH COUNTY TRAFFIC APPROVAL. | | | | | | 5) THE SECOND LEVEL FLOOR PLAN SHOWS THE MAJORITY OF | | | THE SQUARE FOOTAGE AS OFFICE SPACE, WHICH IS NOT WHAT | | | WAS APPROVED AS PART OF THE SITE PLAN REVIEW, WHICH | | | CLASSIFIED THE ENTIRE BUILDING AS ASSEMBLY SPACE FOR | | | THE PROVISION OF PARKING. THE MINOR SITE PLAN AMENDMENT | | | MUST ACCURATELY REFLECT THE PARKING REQUIREMENTS FOR | | | THE OFFICE SQUARE FOOTAGE AND VERIFY THAT THE SITE | | | MEETS THE MINIMUM PARKING REQUIREMENTS. | | | | | | 6) THE DIMENSIONS ON THE FLOOR PLAN DO NOT MATCH THE | | | DIMENSIONS ON THE SITE PLAN. THIS MUST BE UPDATED AS | | | PART OF THE MINOR SITE PLAN AMENDMENT. | | | | | | 7) SEPARATE PERMITS WITH PLANS ARE REQUIRED FOR THE | | | FOLLOWING: | | | | | | A. SITE LIGHTING. | | | B. DUMPSTER ENCLOSURE. | | | C. CHILLER PLANT. NOTE: THE CHILLER ENCLOSURE MUST | | | SCREEN THE FULL HEIGHT OF THE CHILLER EQUIPMENT. | | | D. NEW GENERATOR. | | | E. BICYCLE RACKS. | | | | | | 8) PRIOR TO THE REMOVAL OR RELOCATION OF ANY TREES ON | | | THE PROPERTY, A TREE ALTERATION PERMIT SHALL BE | | | SUBMITTED, REVIEWED AND APPROVED BY THE DEVELOPMENT | | | SERVICES DEPARTMENT, PLANNING DIVISION. | | | | | | CONTACT ERIC SCHNEIDER @ 562-822-1446 | | | [email protected] |
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