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Plan Review Details - Permit 15050974
| Plan Review Stops For Permit 15050974 |
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
4 |
Status |
P |
Date |
2015-06-05 |
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Cont ID |
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| Sent By |
rmcdouga |
Date |
2015-06-05 |
Time |
09:37 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2015-06-05 |
Time |
09:37 |
Sent To |
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| Notes |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
3 |
Status |
F |
Date |
2015-06-03 |
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Cont ID |
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| Sent By |
rmcdouga |
Date |
2015-06-03 |
Time |
13:42 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2015-06-03 |
Time |
13:42 |
Sent To |
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| Notes |
| 2015-06-03 14:06:25 | PLAN | | | REVIEW COMMENTS | | | | | | 3RD REVIEW: FBC 2010 | | | ROBERT MCDOUGAL, CBO | | | COMMERCIAL COMBINATION PLANS EXAMINER | | | (561) 805-6714 | | | [email protected] | | | | | | DENIED BY BUILDING | | | PLEASE ADDRESS THE ITEMS NOTED BELOW: | | | | | | 1) SPECIFY THE MEAN ROOF HEIGHT OF THE BUILDINGS ON THE | | | PLANS OR APPLICATION. FBC 107.2.1 | | | | | | 2) SPECIFY THE SQUARE FOOTAGE OF THE TWO ROOF AREAS. | | | FBC 107.2.1 | | | | | | 3) THE MAXIMUM DESIGN PRESSURE FOR THE W-6 SYSTEM ON | | | PAGE 3 OF THE TARCO MODIFIED BITUMEN ROOF SYSTEM (FL | | | 9487 - R2) IS - 75.0 PSF. NOTE #5 ON PAGE 1 DOES NOT | | | ALLOW RATIONAL ANALYSIS TO INCREASE THE DESIGN PRESSURE | | | FOR THIS SYSTEM. THE REQUIRED ROOF UPLIFT PRESSURES FOR | | | A STRUCTURE WITH A FLAT ROOF AND A MEAN ROOF HEIGHT OF | | | 15' OR LESS LOCATED IN EXPOSURE CATEGORY "C" WITH A 170 | | | MPH VULTIMATE WIND SPEED ARE -37.9 PSF IN ROOF ZONE 1, | | | -63.6 PSF IN ROOF ZONE 2 AND -95.7 PSF IN ROOF ZONE 3. | | | THE PROPOSED ROOF SYSTEM DOES NOT HAVE ADEQUATE DESIGN | | | PRESSURE FOR ROOF ZONE 3. FBC-R 301.2.1 | | | | | | 4) THE VALUE FOR THE WORK WAS SPECIFIED AS $7000.00 ON | | | THE ORIGINAL APPLICATION AND THE VALUE ON THE NEW | | | APPLICATION IS $6000.00. CLARIFY. FBC 109.3 |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
2 |
Status |
F |
Date |
2015-05-27 |
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Cont ID |
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| Sent By |
rmcdouga |
Date |
2015-05-27 |
Time |
14:14 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2015-05-27 |
Time |
13:11 |
Sent To |
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| Notes |
| 2015-05-27 14:14:36 | PLAN | | | REVIEW COMMENTS | | | | | | 2ND REVIEW: FBC 2010 | | | ROBERT MCDOUGAL, CBO | | | COMMERCIAL COMBINATION PLANS EXAMINER | | | (561) 805-6714 | | | [email protected] | | | | | | DENIED BY BUILDING | | | PLEASE ADDRESS THE ITEMS NOTED BELOW: | | | | | | IT APPEARS THAT THE CONTRACTOR HAS A CGC LICENSE, BUT | | | DOES NOT HAVE A ROOFING LICENSE. THEREFORE, THIS | | | CONTRACTOR CAN NOT PERFORM THE WORK SPECIFIED BY THIS | | | PERMIT. | | | | | | 1) SPECIFY THE MEAN ROOF HEIGHT OF THE BUILDINGS ON THE | | | PLANS OR APPLICATION. FBC 107.2.1 | | | | | | 2) SPECIFY WHICH ONE OF THE APPROVED ASSEMBLIES LISTED | | | IN THE PRODUCT APPROVAL THAT WILL BE INSTALLED. | | | INDICATE THE MAXIMUM DESIGN PRESSURE FOR THAT ASSEMBLY. | | | | | | 3) PROVIDE TWO SETS OF SIGNED AND SEALED RAS 117 | | | CALCULATIONS FOR ENHANCED FASTENING FROM A FLORIDA | | | LICENSED ARCHITECT, ENGINEER OR REGISTERED ROOF | | | CONSULTANT AS REQUIRED BY LIMITATION #7 OF NOA NO. | | | 12-0703.06. |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
F |
Date |
2015-05-21 |
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Cont ID |
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| Sent By |
rmcdouga |
Date |
2015-05-21 |
Time |
18:04 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2015-05-21 |
Time |
18:04 |
Sent To |
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| Notes |
| 2015-05-21 18:15:55 | PLAN | | | REVIEW COMMENTS | | | | | | 1ST REVIEW: FBC 2010 | | | ROBERT MCDOUGAL, CBO | | | COMMERCIAL COMBINATION PLANS EXAMINER | | | (561) 805-6714 | | | [email protected] | | | | | | DENIED BY BUILDING | | | PLEASE ADDRESS THE ITEMS NOTED BELOW: | | | | | | 1) THE PRODUCT APPROVAL THAT WAS SUBMITTED IS AN | | | UNDERLAYMENT THAT IS TO BE USED AS PART OF A ROOF | | | ASSEMBLY. IT CAN NOT BE USED AS A PERMANENT CAP SHEET. | | | FBC-R903.1 | | | |
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