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Plan Review Details - Permit 18091196
| Plan Review Stops For Permit 18091196 |
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
2 |
Status |
P |
Date |
2018-11-07 |
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Cont ID |
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| Sent By |
rmcdouga |
Date |
2018-11-07 |
Time |
14:19 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2018-11-07 |
Time |
09:39 |
Sent To |
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| Notes |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
F |
Date |
2018-10-19 |
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|
Cont ID |
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| Sent By |
rmcdouga |
Date |
2018-10-19 |
Time |
16:25 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2018-10-19 |
Time |
13:30 |
Sent To |
I |
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| Notes |
| 2018-10-19 14:08:15 | PLAN | | | REVIEW COMMENTS | | | | | | 1ST REVIEW: FBC FIFTH EDITION (2014) | | | ROBERT MCDOUGAL, CBO | | | COMMERCIAL COMBINATION PLANS EXAMINER | | | (561) 805-6714 | | | [email protected] | | | | | | DENIED BY BUILDING | | | PLEASE ADDRESS THE ITEMS NOTED BELOW: | | | | | | 1) THIS PROJECT IS PERMITTED UNDER THE FBC FIFTH | | | EDITION (2014). PLEASE REVISE THE CONSTRUCTION | | | DOCUMENTS ACCORDINGLY. | | | | | | 2) THIS PROJECT IS LOCATED IN EXPOSURE C AND THE PLANS | | | AND OTHER CONSTRUCTION DOCUMENTS THAT WERE SUBMITTED | | | ARE FOR EXPOSURE B. PLEASE REVISE THE CONSTRUCTION | | | DOCUMENTS ACCORDINGLY. FBC 1609.4.3 NOTE: THIS | | | STRUCTURE CAN BE CLASSIFIED AS A RISK CATEGORY I, | | | RATHER THAN A RISK CATEGORY II WHICH WOULD LOWER THE | | | WIND SPEED. | | | | | | 3) THE CALCULATIONS FOR THE + 110' -11" TALL POLE | | | REQUIRES A MINIMUM DEPTH OF 28'-6" AND THE POLE | | | ELEVATIONS ON SHEET S4.1 HAS 28'. PLEASE CLARIFY. FBC | | | 107.2.1 | | | | | | 4) PROVIDE A DETAIL OF THE POLE FOUNDATION ON THE | | | DRAWINGS. SPECIFY THE REQUIRED DEPTH OF THE CONCRETE | | | THAT WILL UNDERNEATH THE POLES. SPECIFY THE MINIMUM | | | THICKNESS OF THE CONCRETE THAT WILL ENCASE THE POLES ON | | | THE SIDES. SPECIFY THE REQUIRED COMPRESSION STRENGTH OF | | | THE CONCRETE. FBC 107.2.1.2 | | | | | | 5) SPECIFY THE LOCATION OF THE PROJECT ON THE NETTING | | | POLES & FOUNDATION CALCULATIONS. "TOP GOLF" IS THE NAME | | | OF THE PROJECT THAT IS LISTED ON THE CALCULATIONS AND | | | THIS PROJECT IS "DRIVE SHACK". PLEASE CORRECT. FBC | | | 107.2.1 | | | | | | 6) PROVIDE THE NAME OF THE COMPANY AND THE SPECIAL | | | INSPECTORS THAT WILL BE PERFORMING THE TESTS AND | | | SPECIAL INSPECTIONS REQUIRED FOR THIS PROJECT. FBC | | | 110.3.9 | | | | | | | | | | | | | | | |
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| Review Stop |
ENG |
ENGINEERING CSD |
| Rev No |
1 |
Status |
N |
Date |
2018-10-19 |
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|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2018-10-19 |
Time |
16:35 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
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Time |
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Sent To |
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| Notes |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
2 |
Status |
N |
Date |
2018-11-07 |
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|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2018-11-07 |
Time |
14:32 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2018-10-26 |
Time |
09:47 |
Sent To |
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| Notes |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
1 |
Status |
N |
Date |
2018-10-19 |
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|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2018-10-19 |
Time |
16:35 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2018-10-10 |
Time |
11:56 |
Sent To |
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| Notes |
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| Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
| Rev No |
2 |
Status |
P |
Date |
2018-11-07 |
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|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2018-11-07 |
Time |
14:32 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2018-11-07 |
Time |
14:32 |
Sent To |
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| Notes |
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| Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
| Rev No |
1 |
Status |
F |
Date |
2018-10-19 |
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|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2018-10-19 |
Time |
16:25 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2018-10-19 |
Time |
16:25 |
Sent To |
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| Notes |
| 2018-10-19 16:27:28 | NEW CONSTRUCTION DOCUMENTS ARE REQUIRED TO BE | | | SUBMITTED. THE SIGNATURES WILL BE VALIDATED WHEN | | | DOCUMENTS HAVE BEEN APPROVED. |
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| Review Stop |
Z |
ZONING |
| Rev No |
2 |
Status |
P |
Date |
2018-11-08 |
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|
Cont ID |
|
| Sent By |
hmtribou |
Date |
2018-11-06 |
Time |
11:11 |
Rev Time |
0.00 |
| Received By |
hmtribou |
Date |
2018-11-08 |
Time |
16:28 |
Sent To |
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| Notes |
| 2018-11-08 16:28:56 | POLES MAY NOT EXCEED 150' FROM GROUND. | | 2018-11-06 11:10:54 | ORD. 4745-17 | | | RESO. 350-17 | | | PROJECT NAME: DRIVE SHACK | | | | | | ZONING CONTACT: HEATHER M. TRIBOU | | | (561) 822-1562 | | | [email protected] | | | | | | | | | | | | GENERAL COMMENTS | | | | | | --SEPARATE PERMITS ARE REQUIRED FOR FENCE/SITE | | | WALLS/NETTING; DUMPSTER ENCLOSURES; SIGNAGE; LANDSCAPE; | | | PARKING; BIKE RACKS/ HARDSCAPE; AND SITE LIGHTING. | | | | | | -- THE RECONFIGURATION OF DRIVEWAYS AT THE AIRPORT | | | SOUTH OF FLORIDA MANGO ROAD AND THE NEW CIRCULAR DRIVE, | | | INCLUDING ALL ENTRIES TO THE SITE, MUST HAVE COMPLETED | | | CONSTRUCTION BEFORE FINAL INSPECTIONS. | | | | | | SPECIFIC COMMENTS | | | | | | --HEIGHT OF POLES EXCEED APPROVED HEIGHT OF A MAXIMUM | | | OF 150 FEET TALL. A MAJOR AMENDMENTS WILL BE REQUIRED | | | TO EXCEED 150 FEET. 10% OF POLE IS INDICATED AS | | | IMBEDDED ON SHEET S4.1 WHICH CREATED POLES MEASURE MUCH | | | TALLER THAN THE APPROVED 150 FEET TALL. REVIEW OF | | | NETTING POLE AND FOUNDATION CALCULATIONS WERE UNCLEAR | | | TO VERIFY HEIGHT. | | | |
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| Review Stop |
Z |
ZONING |
| Rev No |
1 |
Status |
F |
Date |
2018-10-12 |
|
|
Cont ID |
|
| Sent By |
hmtribou |
Date |
2018-10-12 |
Time |
17:08 |
Rev Time |
0.00 |
| Received By |
hmtribou |
Date |
2018-11-06 |
Time |
11:10 |
Sent To |
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| Notes |
| 2018-10-12 17:19:02 | ORD. 4745-17 | | | RESO. 350-17 | | | PROJECT NAME: DRIVE SHACK | | | | | | ZONING CONTACT: HEATHER M. TRIBOU | | | (561) 822-1562 | | | [email protected] | | | | | | | | | | | | GENERAL COMMENTS | | | | | | --SEPARATE PERMITS ARE REQUIRED FOR FENCE/SITE | | | WALLS/NETTING; DUMPSTER ENCLOSURES; SIGNAGE; LANDSCAPE; | | | PARKING; BIKE RACKS/ HARDSCAPE; AND SITE LIGHTING. | | | | | | --THE RESPONSE TO COMMENTS INDICATE THAT THE CIVIL | | | CONSULTANTS WILL COORDINATE THIS, BUT THE SITE DEMO | | | PLANS INDICATE THE CURRENT SIGN NOT BEING RELOCATED AND | | | THE SITE LAYOUT PLANS (C4) DO NOT INDICATE REPLACEMENT | | | SIGN. THE DRIVE SHACK PALM BEACH, LLC MUST SUPPLY AN | | | EASEMENT OR OTHER FORM OF ACCEPTABLE AGREEMENT FOR THE | | | ?CITY OF WEST PALM BEACH? SIGNAGE LOCATED ON THE NORTH | | | SIDE OF THE PROPERTY AS INDICATED ON THE SITE PLAN | | | (SP-1) WITH THE LAST REVISION DATED SEPTEMBER 29, 2017. | | | THE EASEMENT WILL BE RECORDED BEFORE ISSUANCE OF | | | CERTIFICATE OF OCCUPANCY. THE CONCEPTUAL DESIGN OF THE | | | NEW SIGN HAS BEEN PROVIDED. | | | | | | -- THE RECONFIGURATION OF DRIVEWAYS AT THE AIRPORT | | | SOUTH OF FLORIDA MANGO ROAD AND THE NEW CIRCULAR DRIVE, | | | INCLUDING ALL ENTRIES TO THE SITE, MUST HAVE COMPLETED | | | CONSTRUCTION BEFORE FINAL INSPECTIONS. | | | | | | SPECIFIC COMMENTS | | | | | | --PROVIDE PROPERTY LINE ON SITE PLAN. THE APPROVED SITE | | | PLAN DOES NOT HAVE GUYWIRES ON ALL CORNER POSTS BECAUSE | | | THEY WOULD EXTEND BEYOND PROPERTY LINE. | | | | | | | | | --HEIGHT OF POLES EXCEED APPROVED HEIGHT OF A MAXIMUM | | | OF 150 FEET TALL. A MAJOR AMENDMENTS WILL BE REQUIRED | | | TO EXCEED 150 FEET. | | | |
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