| Plan Review Stops For Permit 22071250 |
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
4 |
Status |
P |
Date |
2022-10-21 |
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Cont ID |
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| Sent By |
rmcdouga |
Date |
2022-10-21 |
Time |
13:26 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2022-10-21 |
Time |
13:26 |
Sent To |
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| Notes |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
3 |
Status |
F |
Date |
2022-10-14 |
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|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2022-10-14 |
Time |
16:12 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2022-10-14 |
Time |
15:30 |
Sent To |
|
|
| Notes |
| 2022-10-14 16:12:35 | PLAN | | | REVIEW COMMENTS | | | | | | 3RD REVIEW: FBC SEVENTH EDITION (2020) | | | ROBERT MCDOUGAL, CBO | | | COMMERCIAL COMBINATION PLANS EXAMINER | | | (561) 805-6714 | | | [email protected] | | | | | | DENIED BY BUILDING | | | PLEASE ADDRESS THE ITEMS NOTED BELOW: | | | | | | 1) [ THE PREVIOUS 2 COMMENTS HAVE NOT BEEN RESOLVED. | | | THE ANCHOR SIZES AND EMBED DEPTHS FOR THE POOL HEATER | | | HAVE NOT BEEN PROVIDED. THE HEATER DOCUMENTS THAT WERE | | | SUBMITTED REFER TO A BOLT DOWN KIT, BUT DOES NOT | | | SPECIFY THE SIZE, NUMBER, LOCATIONS AND EMBED DEPTHS OF | | | THE ANCHORS. ] THE POOL EQUIPMENT IS REQUIRED TO BE | | | ANCHORED TO RESIST WINDLOADS AND FLOOD WATER FORCES. | | | SPECIFY THE FASTNER TYPE, SIZE, LOCATIONS AND EMBED | | | DEPTHS. FBC-R301 | | | | | | 2) [ THE PREVIOUS 2 COMMENTS HAVE NOT BEEN RESOLVED. | | | THE POOL EQUIPMENT PAD IS SPECIFIED AS 7.0' NAVD. I | | | COULD NOT CLEARLY READ THE ELEVATION OF THE RESIDENCE | | | BUT IT APPEARED TO BE MORE THAT 7-0' NAVD. THE POOL | | | EQUIPMENT IS REQUIRED TO BE AT OR ABOVE THE ELEVATION | | | OF THE HABITABLE ARE OF THE RESIDENCE.] THE PROJECT IS | | | LOCATED IN A SPECIAL FLOOD HAZARD AREA. THE POOL | | | EQUIPMENT IS REQUIRED TO COMPLY WITH FBC-R 322.1.6. | | | EQUIPMENT FOR POOLS, SPAS AND WATER FEATURES SHALL BE | | | PERMITTED BELOW THE ELEVATION REQUIRED IN SECTION | | | R322.2 OR R322.3 PROVIDED IT IS ELEVATED TO THE EXTENT | | | PRACTICAL, IS ANCHORED TO PREVENT FLOTATION AND RESIST | | | FLOOD FORCES, AND IS SUPPLIED BY BRANCH CIRCUITS THAT | | | HAVE GROUND-FAULT CIRCUIT-INTERRUPTER PROTECTION. | | | | | | 3) PLEASE SUBMIT A RESPONSE LETTER INDICATING HOW EACH | | | OF THE REVIEW COMMENTS HAS BEEN ADDRESSED. |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
2 |
Status |
F |
Date |
2022-09-21 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2022-09-21 |
Time |
14:10 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2022-09-21 |
Time |
14:10 |
Sent To |
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|
| Notes |
| 2022-09-21 14:26:00 | PLAN | | | REVIEW COMMENTS | | | | | | 2ND REVIEW: FBC SEVENTH EDITION (2020) | | | ROBERT MCDOUGAL, CBO | | | COMMERCIAL COMBINATION PLANS EXAMINER | | | (561) 805-6714 | | | [email protected] | | | | | | DENIED BY BUILDING | | | PLEASE ADDRESS THE ITEMS NOTED BELOW: | | | | | | 1) [ THE PREVIOUS COMMENT WAS NOT RESOLVED.] THE POOL | | | EQUIPMENT IS REQUIRED TO BE ANCHORED TO RESIST | | | WINDLOADS AND FLOOD WATER FORCES. SPECIFY THE FASTNER | | | TYPE, SIZE, LOCATIONS AND EMBED DEPTHS. FBC-R301 | | | | | | 2) [ THE PREVIOUS COMMENT WAS NOT RESOLVED.]THE PROJECT | | | IS LOCATED IN A SPECIAL FLOOD HAZARD AREA. THE POOL | | | EQUIPMENT IS REQUIRED TO COMPLY WITH FBC-R 322.1.6. | | | EQUIPMENT FOR POOLS, SPAS AND WATER FEATURES SHALL BE | | | PERMITTED BELOW THE ELEVATION REQUIRED IN SECTION | | | R322.2 OR R322.3 PROVIDED IT IS ELEVATED TO THE EXTENT | | | PRACTICAL, IS ANCHORED TO PREVENT FLOTATION AND RESIST | | | FLOOD FORCES, AND IS SUPPLIED BY BRANCH CIRCUITS THAT | | | HAVE GROUND-FAULT CIRCUIT-INTERRUPTER PROTECTION. | | | | | | 3) PLEASE SUBMIT A RESPONSE LETTER INDICATING HOW EACH | | | OF THE REVIEW COMMENTS HAS BEEN ADDRESSED. |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
F |
Date |
2022-08-31 |
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|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2022-08-31 |
Time |
09:34 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2022-08-31 |
Time |
09:34 |
Sent To |
|
|
| Notes |
| 2022-08-31 09:24:52 | PLAN | | | REVIEW COMMENTS | | | | | | 1ST REVIEW: FBC SEVENTH EDITION (2020) | | | ROBERT MCDOUGAL, CBO | | | COMMERCIAL COMBINATION PLANS EXAMINER | | | (561) 805-6714 | | | [email protected] | | | | | | DENIED BY BUILDING | | | PLEASE ADDRESS THE ITEMS NOTED BELOW: | | | | | | 1) THE POOL EQUIPMENT IS REQUIRED TO BE ANCHORED TO | | | RESIST WINDLOADS AND FLOOD WATER FORCES. SPECIFY THE | | | FASTNER TYPE, SIZE, LOCATIONS AND EMBED DEPTHS. | | | FBC-R301 | | | | | | 2) THE PROJECT IS LOCATED IN A SPECIAL FLOOD HAZARD | | | AREA. THE POOL EQUIPMENT IS REQUIRED TO COMPLY WITH | | | FBC-R 322.1.6. EQUIPMENT FOR POOLS, SPAS AND WATER | | | FEATURES SHALL BE PERMITTED BELOW THE ELEVATION | | | REQUIRED IN SECTION R322.2 OR R322.3 PROVIDED IT IS | | | ELEVATED TO THE EXTENT PRACTICAL, IS ANCHORED TO | | | PREVENT FLOTATION AND RESIST FLOOD FORCES, AND IS | | | SUPPLIED BY BRANCH CIRCUITS THAT HAVE GROUND-FAULT | | | CIRCUIT-INTERRUPTER PROTECTION. |
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| Review Stop |
E |
ELECTRICAL |
| Rev No |
2 |
Status |
P |
Date |
2022-09-21 |
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Cont ID |
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| Sent By |
ppetty |
Date |
2022-09-21 |
Time |
12:48 |
Rev Time |
0.00 |
| Received By |
ppetty |
Date |
2022-09-21 |
Time |
11:50 |
Sent To |
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| Notes |
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| Review Stop |
E |
ELECTRICAL |
| Rev No |
1 |
Status |
F |
Date |
2022-08-07 |
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Cont ID |
|
| Sent By |
jleahy |
Date |
2022-08-07 |
Time |
19:18 |
Rev Time |
0.00 |
| Received By |
jleahy |
Date |
2022-08-07 |
Time |
19:18 |
Sent To |
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| Notes |
| 2022-08-07 19:19:45 | 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] | | | | | | PROVIDE LOAD CALCULATION FOR 100A POOL PANEL |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
4 |
Status |
N |
Date |
2022-10-21 |
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Cont ID |
|
| Sent By |
rmcdouga |
Date |
2022-10-21 |
Time |
13:26 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2022-10-21 |
Time |
12:48 |
Sent To |
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| Notes |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
3 |
Status |
N |
Date |
2022-10-14 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2022-10-14 |
Time |
16:12 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2022-10-07 |
Time |
08:07 |
Sent To |
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| Notes |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
2 |
Status |
N |
Date |
2022-09-21 |
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Cont ID |
|
| Sent By |
asangele |
Date |
2022-09-21 |
Time |
16:18 |
Rev Time |
0.00 |
| Received By |
asangele |
Date |
2022-09-21 |
Time |
16:18 |
Sent To |
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| Notes |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
1 |
Status |
N |
Date |
2022-08-31 |
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|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2022-08-31 |
Time |
09:35 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2022-07-29 |
Time |
08:16 |
Sent To |
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| Notes |
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| Review Stop |
P |
PLUMBING |
| Rev No |
4 |
Status |
P |
Date |
2022-10-21 |
|
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Cont ID |
|
| Sent By |
rwbrown |
Date |
2022-10-21 |
Time |
12:54 |
Rev Time |
0.00 |
| Received By |
rwbrown |
Date |
|
Time |
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Sent To |
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| Notes |
|
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| Review Stop |
P |
PLUMBING |
| Rev No |
3 |
Status |
P |
Date |
2022-10-11 |
|
|
Cont ID |
|
| Sent By |
rwbrown |
Date |
2022-10-11 |
Time |
08:23 |
Rev Time |
0.00 |
| Received By |
rwbrown |
Date |
|
Time |
|
Sent To |
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| Notes |
|
|
| Review Stop |
P |
PLUMBING |
| Rev No |
2 |
Status |
F |
Date |
2022-09-19 |
|
|
Cont ID |
|
| Sent By |
ccole |
Date |
2022-09-19 |
Time |
14:03 |
Rev Time |
0.00 |
| Received By |
ccole |
Date |
2022-09-19 |
Time |
13:40 |
Sent To |
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| Notes |
| 2022-09-19 14:10:45 | 2ND REVIEW FBC-2020 RES. PLUMBING | | | PERMIT- 22071250 | | | 9/19/2022 | | | | | | CODES IN EFFECT: | | | FBC RES- FLORIDA RESIDENTIAL BUILDING CODE 7TH EDITION | | | 2020 | | | FS- FLORIDA STATUTES | | | FAC- FLORIDA ADMINISTRATIVE CODE | | | WPB- WEST PALM BEACH AMENDMENTS TO THE FBC | | | | | | PLAN REVIEW RESULTS: DENIED. COMMENTS #1 & 3 FROM THE | | | 1ST REVIEW BELOW WERE NOT ADDRESSED. | | | | | | 1) SHEET 4: THE 15.9 HR. POOL WATER TURNOVER RATE AT | | | LOW SPEED EXCEEDS THE MAXIMUM 12 HR. RATE SPECIFIED IN | | | SEC. 9.1.3 ANSI/APSP/ICC-5 2011. | | | | | | 3) SHEET 4: CORRECT THE EQUIPMENT ANCHORING NOTE | | | SPECIFYING MFGR?S NOA. THE NOA DOES NOT EXIST. PLEASE | | | PROVIDE ANCHORING METHOD BY MFGR?S SPECIFICATIONS AND | | | SHOW THE TYPE AND SIZE OF ANCHOR BOLT OR TAPCON | | | INCLUDING DEPTH OF EMBEDMENT AND ANCHOR EDGE DISTANCE | | | FROM SLAB END- SEC. R4501.22 FBC RES. | | | | | | | | | WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE | | | LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY | | | RE-SUBMITTAL FORM. | | | | | | CHRISTOPHER L. COLE | | | MECHANICAL/PLUMBING PLANS EXAMINER | | | 401 CLEMATIS STREET | | | WEST PALM BEACH FL 33401 | | | 561-805-6719 | | | [email protected] | | | |
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| Review Stop |
P |
PLUMBING |
| Rev No |
1 |
Status |
F |
Date |
2022-08-01 |
|
|
Cont ID |
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| Sent By |
ccole |
Date |
2022-08-01 |
Time |
09:56 |
Rev Time |
0.00 |
| Received By |
ccole |
Date |
2022-08-01 |
Time |
09:06 |
Sent To |
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|
| Notes |
| 2022-08-01 09:58:07 | 1ST REVIEW FBC-2020 RES. PLUMBING | | | PERMIT- 22071250 | | | 8/1/2022 | | | | | | CODES IN EFFECT: | | | FBC RES- FLORIDA RESIDENTIAL BUILDING CODE 7TH EDITION | | | 2020 | | | FS- FLORIDA STATUTES | | | FAC- FLORIDA ADMINISTRATIVE CODE | | | WPB- WEST PALM BEACH AMENDMENTS TO THE FBC | | | | | | PLAN REVIEW RESULTS: DENIED. | | | | | | 1) SHEET 4: THE 15.9 HR. POOL WATER TURNOVER RATE AT | | | LOW SPEED EXCEEDS THE MAXIMUM 12 HR. RATE SPECIFIED IN | | | SEC. 9.1.3 ANSI/APSP/ICC-5 2011. | | | | | | 2) SHEET 4: PROVIDE THE PUMP CURVE ON THE SHEET MARKED | | | UP TO SHOW THE TDH AND FLOW RATES OF THE SYSTEM- SECS. | | | 4.4.9, 4.4.9.1 ANSI/APSP/ICC-7 & R4501.7.2 & R4501.7.3 | | | FBC RES. | | | | | | 3) SHEET 4: CORRECT THE EQUIPMENT ANCHORING NOTE | | | SPECIFYING MFGR?S NOA. THE NOA DOES NOT EXIST. PLEASE | | | PROVIDE ANCHORING METHOD BY MFGR?S SPECIFICATIONS AND | | | SHOW THE TYPE AND SIZE OF ANCHOR BOLT OR TAPCON | | | INCLUDING DEPTH OF EMBEDMENT AND ANCHOR EDGE DISTANCE | | | FROM SLAB END- SEC. R4501.22 FBC RES. | | | | | | 4) SHEET 1: PLEASE NOTE THE POOL AND SPA ARE BEING | | | CONSTRUCTED IN A FLOOD HAZARD AREA. BASED ON THE NOTE | | | FOR THE CONCRETE EQUIPMENT PAD, PLEASE PROVIDE THE SITE | | | PLAN, AND THE EQUIPMENT PAD ELEVATION HEIGHT- SEC. | | | P2601.3 FBC RES. | | | | | | 5) SHEET 4: PLEASE NOTE THAT THE GAS HEATER SHALL BE | | | INSTALLED UNDER A SEPARATE PERMIT- SECS. 105.1, | | | 107.2.1, 107.3.5.3 WPB. | | | | | | WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE | | | LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY | | | RE-SUBMITTAL FORM. | | | | | | CHRISTOPHER L. COLE | | | MECHANICAL/PLUMBING PLANS EXAMINER | | | 401 CLEMATIS STREET | | | WEST PALM BEACH FL 33401 | | | 561-805-6719 | | | [email protected] | | | |
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| Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
| Rev No |
4 |
Status |
P |
Date |
2022-10-21 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2022-10-21 |
Time |
13:26 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2022-10-21 |
Time |
13:26 |
Sent To |
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| Notes |
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| Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
| Rev No |
3 |
Status |
F |
Date |
2022-10-14 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2022-10-14 |
Time |
15:40 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2022-10-14 |
Time |
15:30 |
Sent To |
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|
| Notes |
| 2022-10-14 15:41:29 | DIGITAL SIGNATURES ON PLANS COULD NOT BE VERIFIED. |
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| Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
| Rev No |
2 |
Status |
P |
Date |
2022-09-21 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2022-09-21 |
Time |
14:26 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2022-09-21 |
Time |
14:26 |
Sent To |
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| Notes |
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| Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
| Rev No |
1 |
Status |
F |
Date |
2022-08-01 |
|
|
Cont ID |
|
| Sent By |
ccole |
Date |
2022-08-01 |
Time |
10:00 |
Rev Time |
0.00 |
| Received By |
ccole |
Date |
2022-08-01 |
Time |
09:58 |
Sent To |
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|
| Notes |
| 2022-08-01 10:02:45 | SIGNATURE REVIEW | | | 22071250 | | | 8/1/22 | | | | | | PLAN REVIEW RESULTS: DENIED. | | | | | | 1) THE POOL PLAN SHEETS 1-4 ARE NOT DIGITALLY SIGNED | | | AND SEALED BY THE ENGINEER OF RECORD- FL. STATUTE | | | 471.025, AND SECTION 61G15-23.005 FAC. | | | | | | FLORIDA BOARD OF PROFESSIONAL ENGINEERS GUIDELINES FOR | | | ELECTRONIC OR DIGITALLY SIGNED AND SEALED PLANS AND | | | DOCUMENTS. | | | A DIGITAL SIGNATURE MUST BE UNIQUE TO THE PROFESSIONAL | | | ENGINEER USING IT, OBTAINED FROM A THIRD-PARTY | | | CERTIFICATION AUTHORITY, AND CAPABLE OF VERIFICATION. | | | THE CERTIFICATION AUTHORITY WILL VET THE PE AND PROVIDE | | | A PASSWORD-PROTECTED DIGITAL SIGNATURE FILE. (FBPE DOES | | | NOT APPROVE OR PROVIDE A LIST OF AUTHORITIES.) | | | YOU MAY NOT USE THE DIGITAL OPTION PROVIDED IN ADOBE | | | ACROBAT, SINCE IT IS SELF-AUTHENTICATED AND DOES NOT | | | USE A THIRD PARTY. | | | YOUR DIGITAL SIGNATURE MUST BE LINKED TO THE DOCUMENT | | | IN SUCH A WAY THAT ANY CHANGE INVALIDATES THE SIGNATURE | | | AND DOCUMENT. | | | | | | CHRISTOPHER L. COLE | | | MECHANICAL/PLUMBING PLANS EXAMINER | | | 401 CLEMATIS STREET | | | WEST PALM BEACH FL 33401 | | | 561-805-6719 | | | [email protected] | | | | | | |
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| Review Stop |
Z |
ZONING |
| Rev No |
2 |
Status |
P |
Date |
2022-09-21 |
|
|
Cont ID |
|
| Sent By |
asangele |
Date |
2022-09-21 |
Time |
16:18 |
Rev Time |
0.00 |
| Received By |
asangele |
Date |
2022-09-21 |
Time |
16:17 |
Sent To |
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|
| Notes |
| 2022-09-21 16:19:11 | SEPARTE PERMIT REQUIRED FOR POOL EQUIPMENT | | | | | | | | | MECHANICAL EQUIPMENT MAY NOT PROJECT MORE THAN FOUR | | | FEET INTO A SETBACK. |
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| Review Stop |
Z |
ZONING |
| Rev No |
1 |
Status |
P |
Date |
2022-08-08 |
|
|
Cont ID |
|
| Sent By |
asangele |
Date |
2022-08-08 |
Time |
16:38 |
Rev Time |
0.00 |
| Received By |
asangele |
Date |
2022-08-08 |
Time |
16:38 |
Sent To |
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| Notes |
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