| Plan Review Stops For Permit 16020235 |
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
4 |
Status |
P |
Date |
2016-05-13 |
|
|
Cont ID |
|
| Sent By |
skennedy |
Date |
2016-05-13 |
Time |
12:01 |
Rev Time |
0.00 |
| Received By |
skennedy |
Date |
2016-05-13 |
Time |
12:00 |
Sent To |
|
|
| Notes |
|
|
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
3 |
Status |
F |
Date |
2016-04-27 |
|
|
Cont ID |
|
| Sent By |
skennedy |
Date |
2016-04-27 |
Time |
12:03 |
Rev Time |
0.00 |
| Received By |
skennedy |
Date |
2016-04-27 |
Time |
12:03 |
Sent To |
|
|
| Notes |
| 2016-04-27 12:07:04 | 2ND REVIEW: FBC 2014 5TH ED. RESIDENTIAL | | | | | | THE WALL IS DEPICTED AS PROPOSED TO BE PLACED WITHIN A | | | 5'-0" UTILIY EASEMENT ON THE WEST PROPERTY LINE. EITHER | | | PROVIDE EASEMENT RELEASES FOR REVIEW BY ZONING AND | | | ENGINEERING, TO ALLOW FOR THIS OR REVISE THE PLAN TO | | | SHOW A MINIMUM DISTANCE OF 5'-0" FROM THE WEST PROPERTY | | | LINE. | | | | | | | | | STEVEN KENNEDY, CBO | | | CHIEF PLANS EXAMINER | | | (561) 805-6710 | | | [email protected] | | | |
|
|
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
2 |
Status |
F |
Date |
2016-02-24 |
|
|
Cont ID |
|
| Sent By |
skennedy |
Date |
2016-02-24 |
Time |
10:50 |
Rev Time |
0.00 |
| Received By |
skennedy |
Date |
2016-02-24 |
Time |
10:50 |
Sent To |
|
|
| Notes |
| 2016-02-24 11:22:51 | CONTINUED 1ST REVIEW: FBC 2014 5TH ED. | | | | | | VALUE UPDATED PER MARSHALL & SWIFTS | | | | | | FBC 109.3 BUILDING PERMIT VALUATION. FOR PERMITTING | | | PURPOSES, VALUATION OF BUILDINGS AND SYSTEMS SHALL BE | | | TOTAL REPLACEMENT VALUE TO INCLUDE STRUCTURAL, RELATIVE | | | SITE WORK, EXCLUDING ONLY LAND VALUE. VALUATION | | | REFERENCES MAY INCLUDE THE LATEST PUBLISHED DATA OF | | | NATIONAL CONSTRUCTION COST ANALYSIS SERVICES | | | (MARSHALL-SWIFT, MEANS, ETC.), AS PUBLISHED BY | | | INTERNATIONAL CODE CONGRESS. FINAL BUILDING PERMIT | | | VALUATION SHALL BE SET BY THE BUILDING OFFICIAL. | | | | | | PROVIDE A WIND DESIGN STATEMENT AS TOT THE APPLICABLE | | | WIND CRITERIA USED FOR THE DESIGN. FBC 107, MINIMUM | | | PLAN REVIEW CRITERIA. | | | | | | IN THE EVENT THE WALL IS REMOVED FROM THE EASMENT IT IS | | | CURRENTLY PROPOSED TO BE PLACED WITHIN, REVISE THE SITE | | | PLAN ACCORDINGLY. | | | | | | STEVEN KENNEDY, CBO | | | CHIEF PLANS EXAMINER | | | (561) 805-6710 | | | [email protected] | | | |
|
|
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
N |
Date |
2016-02-24 |
|
|
Cont ID |
|
| Sent By |
cthroop |
Date |
2016-02-12 |
Time |
10:54 |
Rev Time |
0.00 |
| Received By |
skennedy |
Date |
2016-02-12 |
Time |
10:54 |
Sent To |
ENG |
|
| Notes |
| 2016-02-24 11:24:23 | PLEASE SEE UPDATED COMMENTS BY STEVEN KENNEDY DATED | | | 2/24/16. | | 2016-02-12 11:01:22 | CHRISTOPHER S. THROOP, C.B.O. | | | BLDG. PLANS EXAMINER ? PX3169 | | | (561) 805-6718 | | | [email protected] | | | | | | PROPERTY IS LOCATED IN FLOOD ZONE AE | | | PIERS AND WALLS TO BE CONSTRUCTED PER FBCR322 - FLOOD | | | RESISTANT CONSTRUCTION | | | PROVIDE WIND LOAD CALCULATIONS | | | PROVIDE FLOOD LOAD CALCULATIONS | | | PROVIDE SITE DRAINAGE PLAN | | | PROVIDE STRUCTURAL DETAIL FOR PIER CAPS | | | PROVIDE DEMENSIONS FOR PIER FOOTINGS | | | PROVIDE ELEVATION OF EXISTING GRADE | | | DRAWINGS TO BE SIGNED BY PERSON RESPONSIBLE FOR DESIGN | | | | | | FBC 107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS. | | | CONSTRUCTION DOCUMENTS SHALL BE DIMENSIONED AND DRAWN | | | UPON SUITABLE MATERIAL. CONSTRUCTION DOCUMENTS SHALL BE | | | OF SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE | | | AND EXTENT OF THE WORK PROPOSED AND SHOW IN DETAIL THAT | | | IT WILL CONFORM TO THE PROVISIONS OF THIS CODE AND | | | RELEVANT LAWS, ORDINANCES, RULES AND REGULATIONS, AS | | | DETERMINED BY THE BUILDING OFFICIAL. SUCH DRAWINGS AND | | | SPECIFICATIONS SHALL CONTAIN INFORMATION, IN THE FORM | | | OF NOTES OR OTHERWISE, AS TO THE QUALITY OF MATERIALS, | | | WHERE QUALITY IS ESSENTIAL TO CONFORMITY WITH THE | | | TECHNICAL CODES. SUCH INFORMATION SHALL BE SPECIFIC, | | | AND THE TECHNICAL CODES SHALL NOT BE CITED AS A WHOLE | | | OR IN PART, NOR SHALL THE TERM "LEGAL" OR ITS | | | EQUIVALENT BE USED AS A SUBSTITUTE FOR SPECIFIC | | | INFORMATION. ALL INFORMATION, DRAWINGS, SPECIFICATIONS | | | AND ACCOMPANYING DATA SHALL BEAR THE NAME AND SIGNATURE | | | OF THE PERSON RESPONSIBLE FOR THE DESIGN. (SEE ALSO | | | SECTION 107.3.5). | | | |
|
|
| Review Stop |
ENG |
ENGINEERING CSD |
| Rev No |
2 |
Status |
P |
Date |
2016-04-26 |
|
|
Cont ID |
|
| Sent By |
MGONZALE |
Date |
2016-04-26 |
Time |
|
Rev Time |
0.50 |
| Received By |
mgonzale |
Date |
2016-04-26 |
Time |
|
Sent To |
ENG |
|
| Notes |
| 2016-04-26 17:28:31 | PASSED - PROVISO NO ENCROACHMENTS UNTO CITY | | | RIGHT-OF-WAY. |
|
|
| Review Stop |
ENG |
ENGINEERING CSD |
| Rev No |
1 |
Status |
F |
Date |
2016-02-20 |
|
|
Cont ID |
|
| Sent By |
skennedy |
Date |
2016-02-24 |
Time |
11:23 |
Rev Time |
0.00 |
| Received By |
mgonzale |
Date |
2016-02-20 |
Time |
|
Sent To |
B |
|
| Notes |
| 2016-02-20 20:32:55 | #1 STRUCTURES EXTRUDE INTO THE ROW. (NOT ACCEPTABLE) | | | | | | #2 RELEASES FROM UTILITIES FOR EASEMENT ARE NOT IN | | | PACKET. | | | | | | MANUEL JULIAN GONZALEZ | | | ENGINEERING PROJECT COORDINATOR | | | PUBLIC WORKS DEPARTMENT | | | 401 CLEMATIS STREET, 4TH FLOOR | | | WEST PALM BEACH, FL 33401 | | | (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402) | | | MAIN PHONE: (561) 822-1200 | | | DIRECT: (561) 494-1085 | | | FAX: (561) 494-1116 | | | EMAIL: [email protected] | | | WWW.WPB.ORG/ENGINEERING | | | | | | | | | |
|
|
| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
2 |
Status |
N |
Date |
2016-04-27 |
|
|
Cont ID |
|
| Sent By |
skennedy |
Date |
2016-04-27 |
Time |
12:03 |
Rev Time |
0.00 |
| Received By |
skennedy |
Date |
2016-03-17 |
Time |
13:18 |
Sent To |
|
|
| Notes |
| 2016-03-18 13:18:51 | RESUB ROUTED TO ENGINEERING INBOX |
|
|
| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
1 |
Status |
N |
Date |
2016-02-24 |
|
|
Cont ID |
|
| Sent By |
skennedy |
Date |
2016-02-24 |
Time |
11:23 |
Rev Time |
0.00 |
| Received By |
skennedy |
Date |
2016-02-05 |
Time |
09:50 |
Sent To |
|
|
| Notes |
| 2016-02-08 09:53:16 | ROUTED TO ZONING |
|
|
| Review Stop |
Z |
ZONING |
| Rev No |
3 |
Status |
P |
Date |
|
|
|
Cont ID |
|
| Sent By |
|
Date |
2018-08-15 |
Time |
|
Rev Time |
0.00 |
| Received By |
|
Date |
2018-08-15 |
Time |
|
Sent To |
|
|
| Notes |
| 2018-08-15 16:54:37 | SEE ATTACHED EMAIL, REGARIND THE VISIBILITY TRIANGLE. |
|
|
| Review Stop |
Z |
ZONING |
| Rev No |
2 |
Status |
F |
Date |
2018-08-15 |
|
|
Cont ID |
|
| Sent By |
llouie |
Date |
2018-08-15 |
Time |
09:59 |
Rev Time |
0.00 |
| Received By |
llouie |
Date |
2018-08-15 |
Time |
09:59 |
Sent To |
|
|
| Notes |
| 2018-08-15 10:00:35 | ** FAILED ** | | | | | | 1.) PORTION OF THE 4 FT. HIGH WALL IS LOCATED WITHIN | | | THE SIGHT VISIBLITY TRIANGLE. [ZLDR S.94-305(E)] |
|
|
| Review Stop |
Z |
ZONING |
| Rev No |
1 |
Status |
P |
Date |
2016-02-10 |
|
|
Cont ID |
|
| Sent By |
llouie |
Date |
2016-02-10 |
Time |
09:26 |
Rev Time |
0.00 |
| Received By |
llouie |
Date |
2016-02-10 |
Time |
09:26 |
Sent To |
B |
|
| Notes |
|
|