| Plan Review Stops For Permit 17080711 |
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
3 |
Status |
P |
Date |
2017-10-05 |
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Cont ID |
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| Sent By |
rmcdouga |
Date |
2017-10-05 |
Time |
07:25 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2017-10-05 |
Time |
06:52 |
Sent To |
G |
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| Notes |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
2 |
Status |
F |
Date |
2017-09-01 |
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Cont ID |
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| Sent By |
rmcdouga |
Date |
2017-09-01 |
Time |
18:23 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2017-09-01 |
Time |
18:23 |
Sent To |
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| Notes |
| 2017-09-01 18:23:50 | PLAN | | | REVIEW COMMENTS | | | | | | 2ND 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) THE STRUCTURE AND GENERATOR ARE LOCATED WITHIN 600 | | | FEET OF THE INTRACOASTAL WATERWAY. BASED ON | | | FBC-R301.2.1.4.3, THE GENERATOR IS LOCATED IN EXPOSURE | | | 'D'. THE REQUIRED DESIGN PRESSURE FOR THE GENERATOR ON | | | THE DOCUMENTS THAT WERE SUBMITTED IS 50 PSF. THE | | | ALLOWABLE PRESSURE ON THE DOCUMENTS FOR THE PAD ARE | | | 39.20 PSF, WHICH DOES NOT MEET THE REQUIRED WIND LOADS. | | | FBC-R301.2.1 | | | | | | 2) THE TWO SETS OF SITE SPECIFIC DESIGN PRESSURE | | | REQUIREMENTS FOR THIS PROJECT AS REQUIRED BY GENERAL | | | NOTE #2 ON THE GENERATOR PAD DRAWINGS THAT WERE | | | SUBMITTED ARE FROM A FLORIDA LICENSED ENGINEER AND ARE | | | REQUIRED TO BE SEALED AND HAVE THE ENGINEER'S | | | HANDWRITTEN SIGNATURE. FAC 61G15 - 23.002 | | | | | | 3) IN ORDER TO MEET WIND LOAD REQUIREMENTS THE CONCRETE | | | PAD HAS A MINIMUM WEIGHT REQUIREMENT FOR THE GENERATOR. | | | SUBMIT TWO SETS OF MANUFACTURER'S SPECIFICATIONS FOR | | | THE GENERATOR THAT SPECIFY THE WEIGHT OF IT. FBC | | | 107.2.1 | | | |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
F |
Date |
2017-08-23 |
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Cont ID |
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| Sent By |
rmcdouga |
Date |
2017-08-23 |
Time |
14:32 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2017-08-23 |
Time |
11:44 |
Sent To |
P |
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| Notes |
| 2017-08-23 14:32:08 | 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) THE GENERATOR PAD DRAWINGS ARE REQUIRED TO HAVE THE | | | FLORIDA ENGINEER'S SEAL AND ORIGINAL HANDWRITTEN | | | SIGNATURE, COPIES OR OTHER FACSIMILES ARE NOT | | | ACCEPTABLE. FAC 61G15 - 23.002 DIGITAL SIGNATURES ARE | | | ONLY ACCEPTABLE FOR ELECTRONICALLY TRANSMITTED PLANS | | | AND DOCUMENTS. | | | | | | 2) SUBMIT TWO SETS OF THE JOB SITE SPECIFIC DESIGN | | | PRESSURES FOR THIS PROJECT AS REQUIRED BY GENERAL NOTE | | | #2 ON THE GENERATOR PAD DRAWINGS. FBC 107.2.1 | | | | | | 3) IN ORDER TO MEET WIND LOAD REQUIREMENTS THE CONCRETE | | | PAD HAS A MINIMUM WEIGHT REQUIREMENT FOR THE GENERATOR. | | | SUBMIT TWO SETS OF MANUFACTURER'S SPECIFICATIONS FOR | | | THE GENERATOR THAT SPECIFY THE WEIGHT OF IT. FBC | | | 107.2.1 | | | | | | | | | |
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| Review Stop |
E |
ELECTRICAL |
| Rev No |
1 |
Status |
P |
Date |
2017-08-18 |
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Cont ID |
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| Sent By |
jleahy |
Date |
2017-08-18 |
Time |
14:44 |
Rev Time |
0.00 |
| Received By |
jleahy |
Date |
2017-08-18 |
Time |
14:44 |
Sent To |
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| Notes |
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| Review Stop |
G |
GAS REVIEW |
| Rev No |
4 |
Status |
P |
Date |
2017-10-18 |
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Cont ID |
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| Sent By |
thunt |
Date |
2017-10-18 |
Time |
14:48 |
Rev Time |
0.00 |
| Received By |
thunt |
Date |
2017-10-18 |
Time |
14:48 |
Sent To |
I |
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| Notes |
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| Review Stop |
G |
GAS REVIEW |
| Rev No |
3 |
Status |
F |
Date |
2017-10-05 |
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Cont ID |
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| Sent By |
thunt |
Date |
2017-10-05 |
Time |
12:43 |
Rev Time |
0.00 |
| Received By |
thunt |
Date |
2017-10-05 |
Time |
12:43 |
Sent To |
I |
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| Notes |
| 2017-10-05 12:49:33 | 10/5/17 3RD GAS REVIEW**DENIED** | | | | | | 1) SUBMIT AN ISOMETRIC DRAWING THAT CLEARLY SHOWS THE | | | LENGTH OF ALL CUT SECTIONS OF PIPE INCLUDING EXIST | | | SYTEM PER 2014 FBC-FUEL GAS, SECS. 402.4.1, 402.4.2. OR | | | 2014 FBC-RES SEC. G2413 | | | | | | 2) SHOW THE DISTANCE FROM THE 2 PSI REGULATOR TO THE | | | APPLIANCE FOR BOTH REGULATORS USED. COMPLY WITH 2014 | | | FBC-FUEL GAS TABLE 402.4 (28) FOR THE PROPER PIPE SIZE | | | AND BTU LOAD | | | | | | 3) SUBMIT TWO COPIES OF THE APPLICABLE SIZING TABLES | | | USED TO SIZE THE GAS SYSTEM OR PLACE A NOTE ON THE | | | PLANS/DRAWINGS SPECIFYING WHICH SIZING TABLE(S) FROM | | | THE GAS CODE OR OTHER STANDARD THAT WERE USED IN THE | | | DESIGN OF THIS GAS SYSTEM.YOU ONLY INCLUDED THE P.E | | | CHART (22) BUT YOU MUST INCLUDE ALL CHARTS FOR ALL PIPE | | | TYPES AND PREESURES USED IN THE NEW AND EXISTING SYSTEM | | | REFER TO THE 2014 FBC-FUEL GAS SECS. 401.4, 401.8 THRU | | | 402.6.1 AND TABLES 402.4 (1) THRU 402.4 (37) OR 2014 | | | FBC-RES. SEC. G2412.4, G2412.8, G2413.1, G2413.2, & | | | G2413.3. | | | | | | 4) SHOW THE TYPE OF PIPE MATERIAL BEING INSTALLED, ALL | | | PIPE SIZES, AND THE CORRESPONDING EHD NUMBER OF THE | | | CORRUGATED STAINLESS STEEL TUBING (IF APPLICABLE) FOR | | | EACH PIPE SIZE NEW AND EXISTING. WPB AMENDMENTS TO FBC | | | SEC.107.2.1. | | | | | | 5) SUBMIT MANUFACTURER?S SPECIFICATIONS FOR THE | | | PRESSURE REGULATORS. REGULATORS INSTALLED ON THE | | | EXTERIOR OF THE BUILDING SHALL BE APPROVED FOR OUTDOOR | | | INSTALLATION YOU PROVIDED SPECS FOR L.P LISTED AND | | | APPROVED REGUALTORS WHILE YOUR SYSTEM IS NAT. 2014 FGC | | | SEC.410.1 | | | |
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| Review Stop |
G |
GAS REVIEW |
| Rev No |
2 |
Status |
P |
Date |
2017-09-01 |
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Cont ID |
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| Sent By |
thunt |
Date |
2017-09-01 |
Time |
12:55 |
Rev Time |
0.00 |
| Received By |
thunt |
Date |
2017-09-01 |
Time |
12:55 |
Sent To |
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| Notes |
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| Review Stop |
G |
GAS REVIEW |
| Rev No |
1 |
Status |
F |
Date |
2017-08-23 |
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Cont ID |
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| Sent By |
thunt |
Date |
2017-08-23 |
Time |
16:32 |
Rev Time |
0.00 |
| Received By |
thunt |
Date |
2017-08-23 |
Time |
16:09 |
Sent To |
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| Notes |
| 2017-08-23 16:32:27 | 1ST REVIEW DENIED**YOU ARE CURRENTLY USING AN OUT DATED | | | VERSION OF ARE GAS PERMIT APPLICATION REQUIREMENTS | | | DATED 04/09/09** | | | | | | 1) SUBMIT AN ISOMETRIC DRAWING THAT CLEARLY SHOWS THE | | | LENGTH OF ( ALL CUT SECTIONS OF PIPE) PER 2014 FBC-FUEL | | | GAS, SECS. 402.4.1, 402.4.2. OR 2014 FBC-RES SEC. | | | G2413. | | | | | | 2) SHOW THE TYPE OF PIPE MATERIAL BEING INSTALLED, ALL | | | PIPE SIZES, AND THE CORRESPONDING EHD NUMBER OF THE | | | CORRUGATED STAINLESS STEEL TUBING (IF APPLICABLE) FOR | | | EACH PIPE SIZE. WPB AMENDMENTS TO FBC SEC.107.2.1. | | | | | | 3) LIST THE BTU LOAD OF EACH APPLIANCE AND THE TOTAL | | | BTU LOAD ON THE SYSTEM. REFER TO THE 2014 FBC-FUEL GAS | | | SECS.401.8 THRU 402.6.1 AND TABLES 402.4 (1) THRU 402.4 | | | (37) OR 2014 FBC-RES. SEC. G2413 | | | | | | 4) THE PLANS INDICATE AN EXISTING GAS METER. THE BTU | | | LOAD OF THE EXISTING GAS SYSTEM MUST BE ADDED INTO THE | | | TOTAL BTU LOAD ON THE SYSTEM TO ENSURE THE EXISTING | | | SYSTEM IS PROPERLY SIZED. IF UNDERSIZED, THE EXISTING | | | SYSTEM MUST BE REDONE TO ENSURE A SAFE OPERATING | | | SYSTEM. SUBMIT A GAS PIPING RISER DIAGRAM THAT SHOWS | | | THE TYPE OF EXISTING APPLIANCE, THE BTU LOAD OF EACH | | | APPLIANCE, THE PIPE SIZE AND TYPE OF PIPE TO EACH | | | APPLIANCE, AND THE DISTANCE OF THE LONGEST LENGTH OF | | | PIPING FROM THE POINT OF DELIVERY TO THE MOST REMOTE | | | OUTLET AND THE LOAD OF THE SECTION. NOTE: IF THE | | | EXISTING SYSTEM IS LESS THAN A 2 PSI SYSTEM AND THE | | | SYSTEM PRESSURE IS INCREASED TO 2 PSI, A LINE PRESSURE | | | REGULATOR IS REQUIRED AT ALL THE EXISTING APPLIANCES. | | | FGC SECS. 401.4, 401.8, 402.1, 402.2, 402.3 OR FBCR | | | SECS.G2412.4, G2412.8, G2413.1, G2413.2, G2413.3 | | | | | | 5) SUBMIT MANUFACTURER?S SPECIFICATIONS FOR THE | | | PRESSURE REGULATORS. REGULATORS INSTALLED ON THE | | | EXTERIOR OF THE BUILDING SHALL BE APPROVED FOR OUTDOOR | | | INSTALLATION. 2014 FGC SEC.410. | | | | | | | | | TIM HUNT | | | PLUMBING INSPECTOR / PLUMBING PLAN REVIEWER | | | CITY OF WEST PALM BEACH DEVELOPMENT SERVICES DEPARTMENT | | | BUILDING DIVISION | | | 561-805-6695 | | | [email protected] | | | | | | |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
4 |
Status |
N |
Date |
2017-10-18 |
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Cont ID |
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| Sent By |
cpuell |
Date |
2017-10-18 |
Time |
14:57 |
Rev Time |
0.00 |
| Received By |
cpuell |
Date |
2017-10-16 |
Time |
13:06 |
Sent To |
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| Notes |
| 2017-10-17 13:07:04 | RESUB ROUTED TO THUNT |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
3 |
Status |
N |
Date |
2017-10-05 |
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Cont ID |
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| Sent By |
cpuell |
Date |
2017-10-05 |
Time |
15:15 |
Rev Time |
0.00 |
| Received By |
cpuell |
Date |
2017-10-02 |
Time |
13:06 |
Sent To |
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| Notes |
| 2017-10-03 13:06:26 | RESUB ROUTED TO RMCDOUGAL |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
2 |
Status |
N |
Date |
2017-09-01 |
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Cont ID |
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| Sent By |
rmcdouga |
Date |
2017-09-01 |
Time |
18:24 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2017-08-31 |
Time |
09:54 |
Sent To |
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| Notes |
| 2017-09-01 09:54:49 | RESUB ROUTED TO THUNT |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
1 |
Status |
N |
Date |
2017-08-23 |
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Cont ID |
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| Sent By |
thunt |
Date |
2017-08-23 |
Time |
16:32 |
Rev Time |
0.00 |
| Received By |
thunt |
Date |
2017-08-15 |
Time |
16:14 |
Sent To |
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| Notes |
| 2017-08-16 16:14:45 | ROUTED TO ZONING |
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| Review Stop |
Z |
ZONING |
| Rev No |
1 |
Status |
P |
Date |
2017-08-18 |
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Cont ID |
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| Sent By |
njwira |
Date |
2017-08-18 |
Time |
13:50 |
Rev Time |
0.00 |
| Received By |
njwira |
Date |
2017-08-17 |
Time |
16:12 |
Sent To |
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| Notes |
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