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Plan Review Details - Permit 06071129
| Plan Review Stops For Permit 06071129 |
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
3 |
Status |
P |
Date |
2006-09-15 |
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Cont ID |
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| Sent By |
rmcdouga |
Date |
2006-09-15 |
Time |
07:31 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2006-09-15 |
Time |
07:03 |
Sent To |
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| Notes |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
2 |
Status |
F |
Date |
2006-08-02 |
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Cont ID |
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| Sent By |
rmcdouga |
Date |
2006-08-02 |
Time |
14:00 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2006-08-02 |
Time |
14:00 |
Sent To |
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| Notes |
| 2006-08-02 00:00:00 | DENIED | | | | | | 1) SUBMIT SIGNED AND SEALED CALCULATIONS | | | INDICATING HOW THE REQUIRED DESIGN | | | PRESSURES WERE CALCULATED. THE SPECIFIED | | | ROOF DESIGN PRESSURES DO NOT AGREE WITH | | | THE PRESSURES LISTED IN FBC TABLE | | | 1609.6B. | | | | | | 2) PRODUCT APPROVAL (NOA #01-0919.11) | | | HAS NO LIMITATION #7 AS REFERED TO IN | | | THE ENGINEER'S LETTER. LIMITATION #1 ON | | | PAGE 5 OF 5 ALLOWS RATIONAL ANALYSIS FOR | | | INCREASING THE PRODUCT DESIGN PRESSURES. | | | | | | 3) SUBMIT SIGNED AND SEALED RATIONAL | | | ANALYSIS COMPUTATIONS PREPARED BY A | | | FLORIDA REGISTERED ENGINEER, ARCHITECT | | | OR ROOF CONSULTANT AS REQUIRED BY SYSTEM | | | LIMITATIONS #1 ON PAGE 5. THIS IS | | | REQUIRED IN ADDITION TO THE LETTER FROM | | | TURQUOISE CONSULTING INC. | | | | | | ROBERT MCDOUGAL | | | BLDG. PLAN REVIEW | | | (561)805-6714 | | | | | | | | | |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
F |
Date |
2006-07-26 |
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Cont ID |
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| Sent By |
rmcdouga |
Date |
2006-07-26 |
Time |
08:19 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2006-07-26 |
Time |
08:19 |
Sent To |
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| Notes |
| 2006-07-26 00:00:00 | DENIED | | | | | | 1) A RECORDED COPY OF THE NOTICE OF | | | COMMENCEMENT MUST BE SUBMITTED BEFORE A | | | PERMIT CAN BE ISSUED. | | | | | | 2) THE MAXIMUM PRESSURE OF -57.5 PSF | | | LISTED IN THE PRODUCT APPROVAL IS TOO | | | LOW FOR ROOF ZONES 2 & 3 (EDGES AND | | | PERIMETERS). FBC TABLE 1606.2B SPECIFIES | | | AN UPLIFT PRESSURE OF -68.1 PSF FOR | | | ZONES 2 & 3 FOR STRUCTURES WITH 4:12 | | | PITCH UP TO 30 MEAN ROOF HEIGHT IN | | | EXPOSURE B AND 140 MPH WIND SPEED. | | | | | | 3) LIMITATION NUMBER 1 ON PAGE 5 ALLOWS | | | INCREASED DESIGN PRESSURE THROUGH | | | RATIONAL ANALYSIS PREPARED, SIGNED AND | | | SEALED BY A FLORIDA REGISTERED ENGINEER, | | | ARCHITECT OR ROOF CONSULTANT. SUBMIT | | | SIGNED AND SEALED CALCULATIONS. | | | | | | ROBERT MCDOUGAL | | | BLDG. PLAN REVIEW | | | (561)805-6714 |
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