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Plan Review Details - Permit 14050994
| Plan Review Stops For Permit 14050994 |
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
2 |
Status |
F |
Date |
2014-07-16 |
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Cont ID |
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| Sent By |
shill |
Date |
2014-07-16 |
Time |
14:09 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2014-07-16 |
Time |
14:09 |
Sent To |
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| Notes |
| 2014-07-16 15:02:25 | ****CORRECTIONS**** | | | | | | SAMANTHA HILL | | | BUILDING PLANS EXAMINER | | | [email protected] | | | 561-805-6724 | | | | | | 1. CALCULATIONS PREPARED BY JUSTIN PLAISTED. AN | | | ENGINEERING LICENSE IS REQUIRED TO PRACTICE ENGINEERING | | | IN FLORIDA, FS471. | | | | | | 2. DESIGNER RESPONSIBILITY NOT CLEAR. JUSTIN PLAISTED | | | PREPARED THE CALCS, BUT THEY ARE SIGNED AND SEALED BY | | | JOHN HOLT, PE. PLEASE CLARIFY. | | | | | | 3. DESIGN CRITERIA NOT CLEAR, FBC 1609. JUSTIN PLAISTED | | | HAS PERFORMED CALCULATIONS PER NAAMM FP 1001-07, 100 | | | MPH. PLEASE REFER MR. PLAISTED TO THE MAP IN NAAMM FP | | | 1001-07, WHICH INCLUDES THE WIND SPEED MAP FROM | | | ASCE7-05. THE CITY OF WEST PALM BEACH LIES ENTIRELY IN | | | THE 140MPH ZONE IN THIS MAP. | | | | | | JOHN HOLT, UNDER HIS SEAL, DECLARES THE DESIGN CRITERIA | | | AS 180MPH EXPOSURE C. AS THE COMBINED STRESS RATION IS | | | .96, THERE APPEARS TO BE A DISCREPANCY IN THE DESIGN | | | CRITERA ATTESTED TO BY THE ENGINEER. | | | | | | NEW COMMENT: | | | | | | 4. THIS PARCEL IS LOCATED IN A SPECIAL HAZARD FLOOD | | | ZONE A8 (15' BFE). THIS PROPOSED IMPROVEMENT IS TO | | | RESIST FLOOD LOADS AND FLOOD DESIGN DATA TO BE INCLUDED | | | ON THE PLAN, FBC 1603.1.7. | | | | | | IF AVAILABLE, PLEASE PROVIDE THE ELEVATION CERTIFICATE | | | FOR THIS PROPERTY. IF PROPOSED IMPROVEMENT IS HIGHER | | | THAN DESIGN FLOOD ELEVATION, FLOOD DESIGN LOAD DATA IS | | | NOT REQUIRED. AN ELEVATION CERTIFICATE HAS ALREADY BEEN | | | REQUESTED RELATED TO ANOTHER PERMIT. | | | | | | A SET HAS BEEN RETAINED. | | | |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
F |
Date |
2014-06-19 |
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|
Cont ID |
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| Sent By |
shill |
Date |
2014-06-19 |
Time |
15:54 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2014-06-19 |
Time |
15:54 |
Sent To |
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|
| Notes |
| 2014-06-19 15:59:41 | ****CORRECTIONS**** | | | | | | SAMANTHA HILL | | | BUILDING PLANS EXAMINER | | | [email protected] | | | 561-805-6724 | | | | | | 1. REVISE PLAN TO INCLUDE INFORMATION ABOUT THE SUPPORT | | | OF THE 5" ALUMINUM BALL AT THE TOP OF PROPOSED | | | FLAGPOLE. IT IS NOT CLEAR HOW THIS IS CONSTRUCTED OR | | | HOW IT WILL RESIST WIND LOADS. SCALED, IT APPEARS THAT | | | IT IS SUPPORTED BY SOMETHING THAT IS 1" BUT NO | | | INFORMATION ABOUT THE THICKNESS OF THIS SUPPORT HAS | | | BEEN PROVIDED. | | | | | | CALCULATIONS MAY BE REQUIRED. A SET HAS BEEN RETAINED. | | | | | | | | | 2. FBC 107, REVISE PLAN TO SPEC FLAGPOLE MATERIAL AND | | | SIZE (THICKNESS), FBC 1609. | | | | | | |
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| Review Stop |
E |
ELECTRICAL |
| Rev No |
1 |
Status |
N |
Date |
2014-06-02 |
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|
Cont ID |
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| Sent By |
dhayes |
Date |
2014-06-02 |
Time |
12:58 |
Rev Time |
0.00 |
| Received By |
dhayes |
Date |
2014-06-02 |
Time |
12:58 |
Sent To |
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| Notes |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
1 |
Status |
N |
Date |
2014-06-19 |
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|
Cont ID |
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| Sent By |
shill |
Date |
2014-06-19 |
Time |
15:59 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2014-05-28 |
Time |
11:51 |
Sent To |
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| Notes |
| 2014-05-28 11:51:51 | ROUTED TO ZONING |
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| Review Stop |
Z |
ZONING |
| Rev No |
1 |
Status |
P |
Date |
2014-05-28 |
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|
Cont ID |
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| Sent By |
sgraham |
Date |
2014-05-28 |
Time |
13:53 |
Rev Time |
0.00 |
| Received By |
sgraham |
Date |
2014-05-28 |
Time |
13:53 |
Sent To |
E |
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| Notes |
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