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Plan Review Details - Permit 08060067
| Plan Review Stops For Permit 08060067 |
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
4 |
Status |
P |
Date |
2008-10-01 |
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Cont ID |
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| Sent By |
shill |
Date |
2008-10-01 |
Time |
11:54 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2008-10-01 |
Time |
11:54 |
Sent To |
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| Notes |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
3 |
Status |
F |
Date |
2008-09-02 |
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Cont ID |
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| Sent By |
shill |
Date |
2008-09-02 |
Time |
15:24 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2008-09-02 |
Time |
15:24 |
Sent To |
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| Notes |
| 2008-09-02 15:26:10 | ****CORRECTIONS**** | | | SAMANTHA HILL, BUILDING PLANS EXAMINER | | | 561-805-6724 [email protected] | | | FBC FLORIDA BUILDING CODE 2004 | | | FBC R FLORIDA BUILDING CODE 2004 RESIDENTIAL | | | | | | | | | 1. SEE FIRST CORRECTION LIST. SHEET 11, ANCHOR SPACING | | | OF 2 1/2" REQUIRES A FACTOR OF .66. TWO SETS REQUIRED. | | | | | | |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
2 |
Status |
F |
Date |
2008-06-10 |
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Cont ID |
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| Sent By |
shill |
Date |
2008-06-10 |
Time |
15:35 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2008-06-10 |
Time |
15:35 |
Sent To |
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| Notes |
| 2008-06-10 15:38:52 | ****CORRECTIONS**** | | | SAMANTHA HILL, BUILDING PLANS EXAMINER | | | 561-805-6724 [email protected] | | | FBC FLORIDA BUILDING CODE 2004 | | | FBC R FLORIDA BUILDING CODE 2004 RESIDENTIAL | | | | | | FROM PREVIOUS LIST: | | | | | | 1. DESIGN PRESSURES FOR BUILDINGS OVER 60FEET ARE | | | REQUIRED TO BE DESIGNED USING ASCE7, FBC1609.1.1 AND | | | MUST BE DONE BY A DESIGN PROFESSIONAL. DOCUMENTS | | | PREPARED BY AN ARCHITECT OR ENGINEER AND SUBMITTED FOR | | | PUBLIC RECORD ARE TO BE SIGNED SEALED ORIGINALS | | | FAC61G15, FAC61G1 16. | | | | | | ENGINEERING IS REQUIRED AS DISCUSSED.PLEASE NOTE THAT | | | YOUR COMPUTERIZED ENGINEERING (WHICH IS NOT THE SAME AS | | | CERTIFICATION BY A PE) WAS GENERATED FOR A BUILDING | | | HEIGHT OF 60, BUT THIS BUILDING IS 200FEET TALL.THE | | | UNIT'S LOCATION AFFECTS POSITIVE PRESSURE BUT NOT THE | | | NEGATIVE PRESSURES.I BELIEVE THAT I HAD A TELEPHONE | | | CONVERSATION WITH YOU AND STATED THAT IF YOU USED A | | | VERY CONSERVATIVE DESIGN PRESSURE, SUCH AS -100PSF, | | | THEN NO ENGINEERING WOULD BE REQUIRED.YOU HAVE | | | DESIGNED TO -60PSF; THIS IS NOT WHAT I WOULD CONSIDER | | | "VERY CONSERVATIVE"; THEREFORE, ENGINEERING IS | | | REQUIRED. | | | | | | 2.PROVIDE A COPY OF THE CONDO ASSOCIATION APPROVAL. | | | | | | |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
F |
Date |
2008-06-04 |
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Cont ID |
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| Sent By |
shill |
Date |
2008-06-04 |
Time |
14:03 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2008-06-04 |
Time |
14:03 |
Sent To |
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| Notes |
| 2008-06-04 14:03:53 | ****CORRECTIONS**** | | | SAMANTHA HILL, BUILDING PLANS EXAMINER | | | 561-805-6724 [email protected] | | | FBC FLORIDA BUILDING CODE 2004 | | | FBC R FLORIDA BUILDING CODE 2004 RESIDENTIAL | | | | | | | | | 1. DESIGN PRESSURES FOR BUILDINGS OVER 60FEET ARE | | | REQUIRED TO BE DESIGNED USING ASCE7, FBC1609.1.1 AND | | | MUST BE DONE BY A DESIGN PROFESSIONAL. DOCUMENTS | | | PREPARED BY AN ARCHITECT OR ENGINEER AND SUBMITTED FOR | | | PUBLIC RECORD ARE TO BE SIGNED SEALED ORIGINALS | | | FAC61G15, FAC61G1 16. | | | | | | 2.PROVIDE A COPY OF THE CONDO ASSOCIATION APPROVAL. | | | | | | | | | 3. TWO COMPLETE COLLATED SETS OF PERMIT DOCUMENTS | | | REQUIRED. | | | | | | 4.SEE SHEET 11. EDGE DISTANCE OF 2 1/2" REQUIRES A | | | FACTOR OF .66. |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
2 |
Status |
N |
Date |
2008-08-27 |
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Cont ID |
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| Sent By |
tgordon |
Date |
2008-08-27 |
Time |
09:37 |
Rev Time |
0.00 |
| Received By |
tgordon |
Date |
2008-08-27 |
Time |
09:37 |
Sent To |
B |
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| Notes |
| 2008-08-27 09:38:32 | TO "BUILD" SAMANTHA H. |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
1 |
Status |
N |
Date |
2008-06-04 |
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Cont ID |
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| Sent By |
shill |
Date |
2008-06-04 |
Time |
14:04 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2008-06-04 |
Time |
14:04 |
Sent To |
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| Notes |
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