| Plan Review Stops For Permit 20080254 |
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
2 |
Status |
F |
Date |
2020-11-17 |
|
|
Cont ID |
|
| Sent By |
rmcphers |
Date |
2020-11-17 |
Time |
12:04 |
Rev Time |
0.00 |
| Received By |
rmcphers |
Date |
2020-11-17 |
Time |
12:04 |
Sent To |
|
|
| Notes |
| 2020-11-17 12:13:53 | SHED | | | REVIEWED BY ROGER MCPHERSON | | | 561-805-6716 | | | [email protected] | | | CODE USED FOR REVIEW - 2017 FBC WITH WPB CHAPTER 1 | | | AMENDMENTS | | | | | | CORRECTIONS NEEDED - FBC WPB AMENDMENTS 107 | | | 2ND REVIEW | | | 1) DRAWINGS ADDED TO PROJECTDOX DO NOT SHOW ALL | | | CONSTRUCTION DETAILS FBC 107.2 (NEED TO BE ABLE TO | | | BUILD THE SHED FROM THE DRAWINGS) | | | 2) PLEASE PROVIDE THE WRITTEN STRUCTURAL CALCULATIONS | | | FROM THE DESIGNER. | | | 3) DESIGNER NEEDS TO PRINT NAME ON THE DRAWINGS. | | | PREVIOUS COMMENTS BELOW ARE NOT SATISFIED. | | | 1) THE SHED NEEDS TO MEET THE REQUIRED WIND LOADS PER | | | FBC R301.2.1 - RISK CATEGORY WIND SPEED 150MPH, | | | EXPOSURE "C" AND CANNOT BE CODE PRESCRIPTIVE PER FBC | | | R301.2.1.1 - PLEASE PROVIDE THE STRUCTURAL CALCULATIONS | | | FOR THE WIND LOADS SHOWING THAT THE CONSTRUCTION | | | DRAWINGS MEET THE REQUIRED WIND LOADS OR PROVIDE SIGNED | | | AND SEALED CONSTRUCTION DETAILS FROM AN ARCHITECT OR | | | ENGINEER. | | | 2) THE DRAWINGS NEED TO SHOW THE COMPLETE CONSTRUCTION | | | DETAILS (ALL ATTACHMENT, SIDING ETC.) FBC WPB | | | AMENDMENTS 107.2 - FBC R301.1 (AND IF THE EXISTING SHED | | | WAS BUILT WITHOUT A PERMIT IT WILL ALSO NEED TO COMPLY) | | | - R301.1APPLICATION. | | | BUILDINGS AND STRUCTURES, AND PARTS THEREOF, SHALL BE | | | CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD | | | LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, | | | WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS | | | CODE. THE CONSTRUCTION OF BUILDINGS AND STRUCTURES IN | | | ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL | | | RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH | | | THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS | | | FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING | | | ELEMENTS TO THE FOUNDATION. | | | |
|
|
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
F |
Date |
2020-09-17 |
|
|
Cont ID |
|
| Sent By |
rmcphers |
Date |
2020-09-17 |
Time |
12:02 |
Rev Time |
0.00 |
| Received By |
rmcphers |
Date |
2020-09-17 |
Time |
10:28 |
Sent To |
|
|
| Notes |
| 2020-09-17 11:14:48 | SHED | | | REVIEWED BY ROGER MCPHERSON | | | 561-805-6716 | | | [email protected] | | | CODE USED FOR REVIEW - 2017 FBC WITH WPB CHAPTER 1 | | | AMENDMENTS | | | | | | CORRECTIONS NEEDED - FBC WPB AMENDMENTS 107 | | | 1) THE SHED NEEDS TO MEET THE REQUIRED WIND LOADS PER | | | FBC R301.2.1 - RISK CATEGORY WIND SPEED 150MPH, | | | EXPOSURE "C" AND CANNOT BE CODE PRESCRIPTIVE PER FBC | | | R301.2.1.1 - PLEASE PROVIDE THE STRUCTURAL CALCULATIONS | | | FOR THE WIND LOADS SHOWING THAT THE CONSTRUCTION | | | DRAWINGS MEET THE REQUIRED WIND LOADS OR PROVIDE SIGNED | | | AND SEALED CONSTRUCTION DETAILS FROM AN ARCHITECT OR | | | ENGINEER. | | | 2) THE DRAWINGS NEED TO SHOW THE COMPLETE CONSTRUCTION | | | DETAILS (ALL ATTACHMENT, SIDING ETC.) FBC WPB | | | AMENDMENTS 107.2 - FBC R301.1 (AND IF THE EXISTING SHED | | | WAS BUILT WITHOUT A PERMIT IT WILL ALSO NEED TO COMPLY) | | | - R301.1APPLICATION. | | | BUILDINGS AND STRUCTURES, AND PARTS THEREOF, SHALL BE | | | CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD | | | LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, | | | WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS | | | CODE. THE CONSTRUCTION OF BUILDINGS AND STRUCTURES IN | | | ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL | | | RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH | | | THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS | | | FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING | | | ELEMENTS TO THE FOUNDATION. | | | |
|
|
| Review Stop |
HIST |
HISTORICAL |
| Rev No |
2 |
Status |
F |
Date |
2020-11-13 |
|
|
Cont ID |
|
| Sent By |
aborngra |
Date |
2020-11-13 |
Time |
12:20 |
Rev Time |
0.00 |
| Received By |
aborngra |
Date |
2020-11-13 |
Time |
12:20 |
Sent To |
|
|
| Notes |
| 2020-11-13 12:20:25 | ADDRESS ZONING COMMENTS. | | | | | | AARON BORNGRABER | | | HISTORIC PRESERVATION PLANNER | DEVELOPMENT SERVICES | | | PLANNING DIVISION | | | [email protected] | OFFICE: 561.822.1428 | TTY: | | | 800.955.8771 | | | 401 CLEMATIS STREET | P.O BOX 3147 | WEST PALM BEACH, | | | FL 33402 | | | |
|
|
| Review Stop |
HIST |
HISTORICAL |
| Rev No |
1 |
Status |
F |
Date |
2020-08-11 |
|
|
Cont ID |
|
| Sent By |
aborngra |
Date |
2020-08-11 |
Time |
12:50 |
Rev Time |
0.00 |
| Received By |
aborngra |
Date |
2020-08-11 |
Time |
12:50 |
Sent To |
|
|
| Notes |
| 2020-08-11 12:50:39 | THE PERMIT HAS FAILED FOR THE FOLLOWING REASON(S): | | | 1. A DETACHED ACCESSORY STRUCTURE, SUCH AS A SHED IS | | | REQUIRED TO HAVE A MINIMUM 5 FEET SETBACK FROM THE REAR | | | LOT LINE AND A MINIMUM 5 FEET SETBACK FROM THE SIDE LOT | | | LINE. | | | | | | AARON BORNGRABER | | | HISTORIC PRESERVATION PLANNER | DEVELOPMENT SERVICES | | | PLANNING DIVISION | | | [email protected] | OFFICE: 561.822.1428 | TTY: | | | 800.955.8771 | | | 401 CLEMATIS STREET | P.O BOX 3147 | WEST PALM BEACH, | | | FL 33402 | | | |
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|
| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
2 |
Status |
N |
Date |
2020-11-17 |
|
|
Cont ID |
|
| Sent By |
rmcphers |
Date |
2020-11-17 |
Time |
12:16 |
Rev Time |
0.00 |
| Received By |
rmcphers |
Date |
2020-11-12 |
Time |
11:39 |
Sent To |
|
|
| Notes |
|
|
| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
1 |
Status |
N |
Date |
2020-09-17 |
|
|
Cont ID |
|
| Sent By |
rmcphers |
Date |
2020-09-17 |
Time |
12:09 |
Rev Time |
0.00 |
| Received By |
rmcphers |
Date |
2020-08-05 |
Time |
17:35 |
Sent To |
|
|
| Notes |
| 2020-08-10 17:36:04 | CONVERTED TO DIGITAL. JG. |
|
|
| Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
| Rev No |
2 |
Status |
F |
Date |
2020-11-17 |
|
|
Cont ID |
|
| Sent By |
rmcphers |
Date |
2020-11-17 |
Time |
12:16 |
Rev Time |
0.00 |
| Received By |
rmcphers |
Date |
2020-11-17 |
Time |
12:16 |
Sent To |
|
|
| Notes |
| 2020-11-17 12:16:55 | SEE BUILDING REVIEW |
|
|
| Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
| Rev No |
1 |
Status |
F |
Date |
2020-09-17 |
|
|
Cont ID |
|
| Sent By |
rmcphers |
Date |
2020-09-17 |
Time |
12:09 |
Rev Time |
0.00 |
| Received By |
rmcphers |
Date |
2020-09-17 |
Time |
12:09 |
Sent To |
|
|
| Notes |
| 2020-09-17 12:09:48 | SEE BUILDING PLAN REVIEW |
|
|
| Review Stop |
Z |
ZONING |
| Rev No |
2 |
Status |
F |
Date |
2020-11-13 |
|
|
Cont ID |
|
| Sent By |
aborngra |
Date |
2020-11-13 |
Time |
12:19 |
Rev Time |
0.00 |
| Received By |
aborngra |
Date |
2020-11-13 |
Time |
12:18 |
Sent To |
|
|
| Notes |
| 2020-11-13 12:19:50 | THE PERMIT HAS FAILED FOR THE FOLLOWING REASON(S): | | | ALL NEW ADDITIONS TO THE SHED MUST CONFORM TO THE | | | CURRENT ZONING CODE. A SETBACK OF 5 FEET FROM THE REAR | | | AND EACH SIDE PROPERTY LINE IS REQUIRED. STAFF CAN ONLY | | | APPROVE THE SHED AS IT EXIST BASED ON THE 2001 SURVEY. | | | | | | AARON BORNGRABER | | | HISTORIC PRESERVATION PLANNER | DEVELOPMENT SERVICES | | | PLANNING DIVISION | | | [email protected] | OFFICE: 561.822.1428 | TTY: | | | 800.955.8771 | | | 401 CLEMATIS STREET | P.O BOX 3147 | WEST PALM BEACH, | | | FL 33402 | | | |
|
|
| Review Stop |
Z |
ZONING |
| Rev No |
1 |
Status |
F |
Date |
2020-08-11 |
|
|
Cont ID |
|
| Sent By |
aborngra |
Date |
2020-08-11 |
Time |
12:50 |
Rev Time |
0.00 |
| Received By |
aborngra |
Date |
2020-08-11 |
Time |
12:50 |
Sent To |
|
|
| Notes |
|
|
