Plan Review Stops For Permit 22010969 |
Review Stop |
ENG |
ENGINEERING CSD |
Rev No |
2 |
Status |
P |
Date |
2022-02-23 |
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Cont ID |
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Sent By |
rrossano |
Date |
2022-02-23 |
Time |
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Rev Time |
0.00 |
Received By |
rrossano |
Date |
2022-02-23 |
Time |
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Review Stop |
ENG |
ENGINEERING CSD |
Rev No |
1 |
Status |
F |
Date |
2022-02-07 |
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Cont ID |
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Sent By |
rrossano |
Date |
2022-02-07 |
Time |
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Received By |
rrossano |
Date |
2022-02-07 |
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Notes |
2022-02-07 10:33:22 | PROVIDE CIVIL PLAN SHEET AS APPROVED SHOWING LOCATION | | OF PROPOSED GREASE TRAPS. | | | | THANKS, | | RICK ROSSANO, SENIOR PROJECT COORDINATOR, | | CITY OF WPB ENGINEERING SERVICES DEPARTMENT | | DIRECT: (561) 494-1098, FAX: (561) 494-1116, MOBILE: | | (561) 246-9525 | | EMAIL: [email protected] | | HTTPS://WWW.WPB.ORG/GOVERNMENT/ENGINEERING/ENGINEERING- | | STANDARDS-DETAILS | | CENTRAL OPERATIONS CENTER (DISPATCH): | | 24-HOUR EMERGENCY RESPONSE SERVICES TO PUBLIC | | UTILITIES, PUBLIC WORKS, PARKS, ETC. 561-822-2210 | | |
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I |
INCOMING/PROCESSING |
Rev No |
3 |
Status |
N |
Date |
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Cont ID |
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Sent By |
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Date |
2022-04-05 |
Time |
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Rev Time |
0.00 |
Received By |
aoliver |
Date |
2022-03-29 |
Time |
07:37 |
Sent To |
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Review Stop |
I |
INCOMING/PROCESSING |
Rev No |
2 |
Status |
N |
Date |
2022-02-24 |
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Cont ID |
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Sent By |
jleahy |
Date |
2022-02-24 |
Time |
12:21 |
Rev Time |
0.00 |
Received By |
jleahy |
Date |
2022-02-15 |
Time |
07:14 |
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Notes |
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Review Stop |
I |
INCOMING/PROCESSING |
Rev No |
1 |
Status |
N |
Date |
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Cont ID |
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Sent By |
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Date |
2022-02-10 |
Time |
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Rev Time |
0.00 |
Received By |
cdecoeur |
Date |
2022-02-02 |
Time |
09:12 |
Sent To |
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Notes |
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Review Stop |
P |
PLUMBING |
Rev No |
3 |
Status |
P |
Date |
2022-04-05 |
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Cont ID |
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Sent By |
ccole |
Date |
2022-04-05 |
Time |
16:17 |
Rev Time |
0.00 |
Received By |
ccole |
Date |
2022-04-05 |
Time |
15:55 |
Sent To |
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Notes |
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Review Stop |
P |
PLUMBING |
Rev No |
2 |
Status |
F |
Date |
2022-02-16 |
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Cont ID |
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Sent By |
ccole |
Date |
2022-02-16 |
Time |
12:07 |
Rev Time |
0.00 |
Received By |
ccole |
Date |
2022-02-16 |
Time |
11:36 |
Sent To |
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Notes |
2022-02-16 12:09:31 | 2ND REVIEW FBC-2020 PLUMBING | | PERMIT-22010969 | | 2/15/2022 | | | | CODES IN EFFECT: | | FBC P- FLORIDA PLUMBING CODE 7TH EDITION 2020 | | FBC EX- FLORIDA EXISTING 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) AS NOTED IN COMMENT #2 FROM THE 1ST REVIEW COPIED | | BELOW. HYDROMECHANICAL INTERCEPTORS SHALL NOT BE SIZED | | USING SEAT SIZING FORMULAS. THE RESUBMITTED PLAN SHEET | | P-107 SHOWS NON-COMPLIANT SIZING. PLEASE SUBMIT A CLEAN | | PLAN SHEET (NOT A CITY STAMPED PLAN SHEET) WITH | | APPROVED SIZING CALCULATIONS- SEC. 1003.3.5 FBC P & SE. | | 107.2.1 WPB. | | | | 2) IST REVIEW- 2) PROVIDE SIZING CALCULATIONS- SECTION | | 1003.3.5 FBC P. PLEASE NOTE THAT THE SEAT SIZING | | FORMULA IN FAC RULE 64E6 IS NO LONGER USED FOR SIZING | | INTERCEPTORS CONNECTED TO THE CITY OF WPB SEWER SYSTEM. | | HYDROMECHANICAL INTERCEPTORS SHALL BE SIZED FOR THE | | EXPECTED MAXIMUM FLOW RATE IN GALLONS PER MINUTE | | THROUGH THE DEVICE. THE CALCULATIONS SHALL BE IN | | ACCORDANCE WITH ASME A112.14.3, ASME A112.14.4, ASME | | A112.14.6, CSA B481.3 OR PDI G101, AND SHALL INCLUDE | | DRAINAGE FROM ALL FIXTURES DISCHARGING FATS, OILS, OR | | GREASE. | | | | 3) THE NEW SITE PLAN INDICATES THE INTERCEPTORS ARE TO | | BE INSTALLED IN A LOADING AREA. REFER TO PAGE 3 OF | | SCHIER GREASE INTERCEPTOR SPECIFICATIONS- AN 8-INCH | | THICK REINFORCED CONCRETE SLAB IS REQUIRED AT FINISH | | GRADE ABOVE THE INTERCEPTORS. PLEASE PROVIDE DETAILS TO | | SHOW COMPLIANCE- SEC. 1003.3.5 FBC P. | | | | 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 |
2022-02-10 |
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Cont ID |
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Sent By |
ccole |
Date |
2022-02-10 |
Time |
15:23 |
Rev Time |
0.00 |
Received By |
ccole |
Date |
2022-02-09 |
Time |
17:07 |
Sent To |
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Notes |
2022-02-10 15:24:35 | 1ST REVIEW FBC-2020 PLUMBING | | PERMIT-22010969 | | 2/10/2022 | | | | CODES IN EFFECT: | | FBC P- FLORIDA PLUMBING CODE 7TH EDITION 2020 | | FBC EX- FLORIDA EXISTING 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) PROVIDE A SITE PLAN SHOWING THE LOCATIONS OF THE | | INTERCEPTOR, SAMPLING PORT, CLEANOUTS, VENTS, AND THE | | GREASE WASTE PIPING RUN FROM THE BUILDING- SECTION | | 107.2.1 WPB. INDICATE ON THE PLAN THE NAME OF THE | | BUSINESS THE INTERCEPTOR IS SERVING. | | | | 2) PROVIDE SIZING CALCULATIONS- SECTION 1003.3.5 FBC P. | | PLEASE NOTE THAT THE SEAT SIZING FORMULA IN FAC RULE | | 64E6 IS NO LONGER USED FOR SIZING INTERCEPTORS | | CONNECTED TO THE CITY OF WPB SEWER SYSTEM. | | HYDROMECHANICAL INTERCEPTORS SHALL BE FOR THE EXPECTED | | MAXIMUM FLOW RATE IN GALLONS PER MINUTE THROUGH THE | | DEVICE. THE CALCULATIONS SHALL BE IN ACCORDANCE WITH | | ASME A112.14.3, ASME A112.14.4, ASME A112.14.6, CSA | | B481.3 OR PDI G101, AND SHALL INCLUDE DRAINAGE FROM ALL | | FIXTURES DISCHARGING FATS, OILS, OR GREASE. | | | | 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 |
3 |
Status |
P |
Date |
2022-04-05 |
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Cont ID |
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Sent By |
ccole |
Date |
2022-04-05 |
Time |
16:18 |
Rev Time |
0.00 |
Received By |
ccole |
Date |
2022-04-05 |
Time |
16:17 |
Sent To |
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Notes |
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Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
Rev No |
2 |
Status |
P |
Date |
2022-02-24 |
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Cont ID |
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Sent By |
jleahy |
Date |
2022-02-24 |
Time |
12:21 |
Rev Time |
0.00 |
Received By |
jleahy |
Date |
2022-02-24 |
Time |
12:11 |
Sent To |
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Notes |
2022-02-24 12:21:48 | SEE APPROVED SET OF REVISIONS AT 21061741 FOR SIGNATURE | | SET. JLEAHY |
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Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
Rev No |
1 |
Status |
N |
Date |
2022-02-10 |
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Cont ID |
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Sent By |
ccole |
Date |
2022-02-10 |
Time |
15:24 |
Rev Time |
0.00 |
Received By |
ccole |
Date |
2022-02-10 |
Time |
15:24 |
Sent To |
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Notes |
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