| Plan Review Stops For Permit 15090342 |
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
3 |
Status |
P |
Date |
2016-01-05 |
|
|
Cont ID |
|
| Sent By |
shill |
Date |
2016-01-05 |
Time |
12:22 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2016-01-05 |
Time |
12:22 |
Sent To |
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|
| Notes |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
2 |
Status |
F |
Date |
2015-11-19 |
|
|
Cont ID |
|
| Sent By |
shill |
Date |
2015-11-19 |
Time |
17:20 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2015-11-19 |
Time |
16:37 |
Sent To |
|
|
| Notes |
| 2015-11-19 16:52:01 | ****CORRECTIONS**** | | | | | | SAMANTHA HILL | | | BUILDING PLANS EXAMINER | | | [email protected] | | | 561-805-6724 | | | | | | 1. PROPOSED IMPROVEMENT IS LOCATED IN A SPECIAL HAZARD | | | FLOOD ZONE. FBC 1612 AND CITY OF WEST PALM BEACH | | | MUNICIPAL CODE 94, 7' NGVD 29 ELEVATION PROPOSED. SINCE | | | THE COMMUNITY HAS A 6" FREEBOARD REQUIREMENT, THE | | | PROPOSED IMPROVEMENT IS TO BE DESIGNED TO RESIST FLOOD | | | LOADS. | | | | | | TO AVOID THE RESUBMITTAL BEING SENT TO ZONING AND | | | ENGINEERING, IF NO DESIGN CHANGE IS REQUIRED, IT IS | | | SUGGESTED THAT COMPLIANCE BE STATED IN A SIGNED AND | | | SEALED LETTER. | | | |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
F |
Date |
2015-09-19 |
|
|
Cont ID |
|
| Sent By |
shill |
Date |
2015-09-19 |
Time |
12:44 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2015-09-19 |
Time |
12:44 |
Sent To |
ENG |
|
| Notes |
| 2015-09-19 12:53:49 | ****CORRECTIONS**** | | | | | | SAMANTHA HILL | | | BUILDING PLANS EXAMINER | | | [email protected] | | | 561-805-6724 | | | | | | 1. PROVIDE A COPY OF THE SURVEY FOR THIS PROPERTY, FBC | | | 107. | | | | | | 2. PROVIDE A SITE PLAN WHICH SHOWS THE LOCATION OF THE | | | PROPOSED IMPROVEMENT, FBC 107. | | | | | | 3. THIS APPEARS TO BE LOCATED IN A SPECIAL HAZARD FLOOD | | | ZONE. PROVIDE ELEVATION INFORMATION (PROPOSED ELEVATION | | | OF IMPROVEMENT), FBC 107. REVISE PLANS TO SHOW | | | COMPLIANCE WITH FBC 1612. | | | | | | 4. INCORRECT GOVERNING CODE IS REFERENCED ON THE PLAN | | | (DESIGN LOADS & MATERIAL SPECIFICATIONS) AND INCLUDES A | | | REFERENCE TO CHAPTER 3. CHAPTER 3 IS OCCUPANCY | | | CLASSIFICATION, NOT CLEAR HOW THIS RELATES TO DESIGN | | | LOADS, PLEASE REVISE. | | | |
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| Review Stop |
ENG |
ENGINEERING CSD |
| Rev No |
2 |
Status |
P |
Date |
2015-11-19 |
|
|
Cont ID |
|
| Sent By |
cranford |
Date |
2015-11-19 |
Time |
11:09 |
Rev Time |
0.00 |
| Received By |
cranford |
Date |
2015-11-19 |
Time |
11:09 |
Sent To |
|
|
| Notes |
| 2015-11-19 11:09:17 | REPLACING EXISTING DUMPSTER ENCLOSURE. |
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|
| Review Stop |
ENG |
ENGINEERING CSD |
| Rev No |
1 |
Status |
P |
Date |
2015-09-21 |
|
|
Cont ID |
|
| Sent By |
cranford |
Date |
2015-09-21 |
Time |
15:39 |
Rev Time |
0.00 |
| Received By |
cranford |
Date |
2015-09-21 |
Time |
14:02 |
Sent To |
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|
| Notes |
| 2015-09-21 15:39:29 | 1. DROP PINS TO BE INSTALLED ON BOTH GATES. DROP PIN | | | HOLES TO BE INSTALLED IN SLAB TO HOLD GATES OPEN AT 90 | | | DEGREES. | | | | | | 2. MINIMUM ENCLOSURE WIDTH IS 12 FT 6 INCHES TO ALLOW | | | FOR TRUCK TO ENTER ENCLOSURE. MINIMUM ENCLOSURE DEPTH | | | IS ALSO 12 FT 6 INCHES. | | | | | | KELLY CRANFORD, P.E. | | | LAND DEVELOPMENT ENGINEER | | | PUBLIC WORKS DEPARTMENT | | | CITY OF WEST PALM BEACH | | | [email protected] | | | 561-494-1098 (OFFICE) |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
3 |
Status |
N |
Date |
2016-01-05 |
|
|
Cont ID |
|
| Sent By |
shill |
Date |
2016-01-05 |
Time |
12:22 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2015-12-29 |
Time |
14:05 |
Sent To |
|
|
| Notes |
| 2015-12-29 14:05:46 | SHILL'S DESK |
|
|
| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
2 |
Status |
N |
Date |
2015-11-19 |
|
|
Cont ID |
|
| Sent By |
shill |
Date |
2015-11-19 |
Time |
17:22 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2015-10-14 |
Time |
13:00 |
Sent To |
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|
| Notes |
| 2015-10-21 14:40:49 | 10/21 TO ENGINEERING BOX | | | | | 2015-10-15 16:47:04 | TO MISC 2 BOX. | | 2015-10-14 13:00:31 | RESUB ROUTED TO AAPONTE VIA SGRAHAM'S DESK |
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|
| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
1 |
Status |
N |
Date |
2015-09-21 |
|
|
Cont ID |
|
| Sent By |
cranford |
Date |
2015-09-21 |
Time |
15:39 |
Rev Time |
0.00 |
| Received By |
cranford |
Date |
2015-09-10 |
Time |
09:43 |
Sent To |
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| Notes |
| 2015-09-19 12:54:16 | 9/19 TO ENGINEERING BOX | | | | | 2015-09-17 15:19:51 | TO MISC 2 BOX. | | 2015-09-10 09:43:16 | ROUTED TO ZONING |
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|
| Review Stop |
Z |
ZONING |
| Rev No |
2 |
Status |
P |
Date |
2015-10-15 |
|
|
Cont ID |
|
| Sent By |
aaponte |
Date |
2015-10-15 |
Time |
16:46 |
Rev Time |
0.00 |
| Received By |
aaponte |
Date |
2015-10-15 |
Time |
16:46 |
Sent To |
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|
| Notes |
| 2015-10-15 16:46:51 | PROVISO: HEDGES SHALL BE INSTALLED BEFORE A CO CAN BE | | | ISSUED. |
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| Review Stop |
Z |
ZONING |
| Rev No |
1 |
Status |
F |
Date |
2015-09-17 |
|
|
Cont ID |
|
| Sent By |
aaponte |
Date |
2015-09-17 |
Time |
15:14 |
Rev Time |
0.00 |
| Received By |
aaponte |
Date |
2015-09-17 |
Time |
15:14 |
Sent To |
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|
| Notes |
| 2015-09-17 15:19:38 | 1. PLEASE PROVIDE A SURVEY OF THE PROPERTY INDICATING | | | ALL THE ELEMENTS AROUND (MECHANICAL EQUIPMENT AROUND | | | EXISTING DUMPSTER). | | | 2. A HEDGE SHALL BE PROVIDED AROUND THE DUMPSTER, | | | PLATED AT TWO FOOT INTERVALS (SEC 94-444(B). IRRIGATION | | | SHALL BE PROVIDED. | | | 3. DUMPTER SHALL FOLLOW CITY STANDARDS CONTAINED IN | | | FIGURE XIV-3 OF THE ZONING CODE WHICH REQUIRED A | | | MINIMUM 13'-8" BY 13'-8" SIZE ENCLOSURE AND A STOP BAR. | | | FOR ADDITONAL INFORMATION PLEASE CONTACT ANA MARIA | | | APONTE AT 561-822-1439. |
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