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Plan Review Details - Permit 07030516
Plan Review Stops For Permit 07030516 |
Review Stop |
B |
BUILDING (STRUCTURAL) |
Rev No |
3 |
Status |
P |
Date |
2007-03-26 |
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Cont ID |
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Sent By |
rmcdouga |
Date |
2007-03-26 |
Time |
08:39 |
Rev Time |
0.00 |
Received By |
rmcdouga |
Date |
2007-03-26 |
Time |
08:39 |
Sent To |
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Notes |
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Review Stop |
B |
BUILDING (STRUCTURAL) |
Rev No |
2 |
Status |
F |
Date |
2007-03-19 |
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Cont ID |
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Sent By |
rmcdouga |
Date |
2007-03-19 |
Time |
12:51 |
Rev Time |
0.00 |
Received By |
rmcdouga |
Date |
2007-03-19 |
Time |
12:51 |
Sent To |
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Notes |
2007-03-19 13:16:43 | DENIED BY BUILDING | | | | 1) SPECIFY THE MEAN ROOF HEIGHT OF THE BUILDING ON THE | | PERMIT APPLICATION. | | | | 2) TWO FASTENING OPTIONS ARE GIVEN ON PAGE 32 OF THE | | NOA. SPECIFY WHICH ONE WILL BE USED BY CIRCLING THE | | APPROPRIATE ONE. | | | | 3) THE MAXIMUM DESIGN PRESSURE FOR THIS ASSEMBLY IS | | -52.5 PSF. THIS DESIGN PRESSURE IS TOO LOW FOR ROOF | | ZONES 2 AND 3. ENHANCED FASTENING, AS ALLOWED BY | | GENERAL LIMITATION #7 ON PAGE 34 WILL BE REQUIRED IN | | THESE ZONES. SUBMIT RAS 117 CALCULATIONS FOR THESE | | AREAS. SEE #7 ON PAGE 34 OF THE NOA. NOTE: RAS 117 | | LIMITS THE MINIMUM FASTENER SEPARATION TO NOT LESS THAN | | 4" O.C. | | | | ROBERT MCDOUGAL | | BLDG. PLAN REVIEW | | (561)805-6714 |
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Review Stop |
B |
BUILDING (STRUCTURAL) |
Rev No |
1 |
Status |
F |
Date |
2007-03-14 |
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Cont ID |
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Sent By |
rmcdouga |
Date |
2007-03-14 |
Time |
17:14 |
Rev Time |
0.00 |
Received By |
rmcdouga |
Date |
2007-03-14 |
Time |
16:54 |
Sent To |
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Notes |
2007-03-14 17:12:20 | DENIED BY BUILDING | | | | 1) SPECIFY THE MEAN ROOF HEIGHT OF THE BUILDING ON THE | | PERMIT APPLICATION. | | | | 2)PRODUCT APPROVALS SUBMITTED WITH | | PERMIT APPLICATION AFTER OCTOBER 1, 2003 | | ARE REQUIRED TO COMPLY WITH THE FLORIDA | | PRODUCT APPROVAL SYSTEM. FOR INFORMATION | | PLEASE SEE THE STATE WEBSITE AT | | WWW.FLORIDABUILDING.ORG. PRODUCTS WITH | | STATEWIDE APPROVAL ARE REQUIRED TO BE | | SUBMITTED WITH A COVER SHEET THAT LISTS | | THE PRODUCT IDENTITY NUMBER FROM THE | | STATE. | | | | 3) THE MAXIMUM DESIGN PRESSURE LISTED ON PAGE 43OF | | THE NOAOF -52 PSF IS TOO LOW FOR THE PERIMETER AND | | CORNER AREAS. GENERAL LIMITATION #7 ALLOWS ENHANCED | | FASTENING IN ACCORDANCE WITH RAS 117.HOWEVER, THE NOA | | REQUIRES THAT THE RAS 117 CALCULATIONS BE PREPARED, | | SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, | | ARCHITECT OR REGISTERED ROOF CONSULTANT. SUBMIT SIGNED | | AND SEALED RAS 117 CLACULATIONS. | | | | ROBERT MCDOUGAL | | BLDG. PLAN REVIEW | | (561)805-6714 |
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