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Plan Review Details - Permit 12100378
Plan Review Stops For Permit 12100378 |
Review Stop |
B |
BUILDING (STRUCTURAL) |
Rev No |
2 |
Status |
P |
Date |
2012-10-18 |
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Cont ID |
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Sent By |
rmcdouga |
Date |
2012-10-18 |
Time |
09:12 |
Rev Time |
0.00 |
Received By |
rmcdouga |
Date |
2012-10-18 |
Time |
09:12 |
Sent To |
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Notes |
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Review Stop |
B |
BUILDING (STRUCTURAL) |
Rev No |
1 |
Status |
F |
Date |
2012-10-12 |
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Cont ID |
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Sent By |
rmcdouga |
Date |
2012-10-12 |
Time |
15:46 |
Rev Time |
0.00 |
Received By |
rmcdouga |
Date |
2012-10-12 |
Time |
15:46 |
Sent To |
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Notes |
2012-10-12 16:12:49 | 2010 FBC | | | | DENIED BY BUILDING | | | | 1) THE ENGINEERED RAS 117 CALCULATIONS FOR THE FLAT | | ROOF DO NOT SPECIFY THE WIND SPEED OR THE EXPOSURE | | CATEGORY USED TO DETERMINE THE REQUIRED DESIGN | | PRESSURES. THE STRUCTURE IS LOCATED ON THE INTERCOASTAL | | WATERWAY WHICH MAKES IT EXPOSURE D. THE WIND SPEED IS | | 170 MPH VULT / 134 VASD. THE MEAN ROOF HEIGHT IS GIVEN | | AS 25 FEET. THE PRESSURE SPECIFIED FOR THE ROOF ZONES | | ARE INCORRECT. THEY SHOULD BE -50.4 PSF, -108.4 PSF AND | | -127.3 PSF FOR ROOF ZONES 1, 2 AND 3. FBC R301.2.1.4 | | | | 2) THE PRODUCT APPROVAL FOR THE POLYGLASS SELF-ADHERED | | ROOF SYSTEM NOA NO. 12-0815.07 HAS A MAXIMUM DESIGN | | PRESSURE OF -112.5 PSF PER PAGE 2 OF 26 OF THE NOA. | | THIS PRODUCT WILL NOT MEET THE REQUIRED UPLIFT FOR ROOF | | ZONE 3. FBC R301.2.1 | | | | ROBERT MCDOUGAL | | BLDG. PLAN REVIEW | | (561)805-6714 | | [email protected] |
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Review Stop |
HIST |
HISTORICAL |
Rev No |
1 |
Status |
P |
Date |
2012-10-11 |
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Cont ID |
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Sent By |
fmittner |
Date |
2012-10-11 |
Time |
11:58 |
Rev Time |
0.00 |
Received By |
fmittner |
Date |
2012-10-11 |
Time |
11:58 |
Sent To |
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Notes |
2012-10-11 11:59:12 | TO MATCH EXISTING. |
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