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Plan Review Details - Permit 16080663
| Plan Review Stops For Permit 16080663 |
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
2 |
Status |
F |
Date |
2016-08-19 |
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Cont ID |
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| Sent By |
rmcdouga |
Date |
2016-08-19 |
Time |
08:44 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2016-08-19 |
Time |
07:05 |
Sent To |
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| Notes |
| 2016-08-19 08:43:56 | PLAN | | | REVIEW COMMENTS | | | | | | 2ND REVIEW: FBC FIFTH EDITION (2014) | | | ROBERT MCDOUGAL, CBO | | | COMMERCIAL COMBINATION PLANS EXAMINER | | | (561) 805-6714 | | | [email protected] | | | | | | DENIED BY BUILDING | | | PLEASE ADDRESS THE ITEMS NOTED BELOW: | | | | | | 1) SPECIFY THE SLOPE OF THE FLAT ROOF (MINIMUM 1/4" PER | | | FOOT) AND THE MEAN ROOF HEIGHT OF THE STRUCTURE. FBC | | | 107.2.1 AND FBC R 905.15.1 | | | | | | 2) THE SCOPE OF WORK SPECIFIED ON THE OWNER SIGNED | | | CONTRACT THAT WAS SUBMITTED IS FOR A REROOF WITH | | | HYDRO-STOP FL17253.3 AND DOES MATCH THE PRODUCT | | | APPROVAL THAT WAS SUBMITTED (FL17649 GAF UNITED | | | COATINGS UNISIL HS ROOF COATING). FBC 107.2.1 | | | | | | 3) THE PRODUCT APPROVAL FOR THE ROOF COATING HAS BEEN | | | REVISED. SUBMIT TWO SETS OF THE REVISED PRODUCT | | | APPROVALS WHICH ARE FL17649-R2. |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
F |
Date |
2016-08-16 |
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Cont ID |
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| Sent By |
rmcdouga |
Date |
2016-08-16 |
Time |
18:50 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2016-08-16 |
Time |
18:26 |
Sent To |
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| Notes |
| 2016-08-16 18:50:44 | PLAN | | | REVIEW COMMENTS | | | | | | 1ST REVIEW: FBC FIFTH EDITION (2014) | | | ROBERT MCDOUGAL, CBO | | | COMMERCIAL COMBINATION PLANS EXAMINER | | | (561) 805-6714 | | | [email protected] | | | | | | DENIED BY BUILDING | | | PLEASE ADDRESS THE ITEMS NOTED BELOW: | | | | | | 1) SPECIFY THE SLOPE OF THE FLAT ROOF (MINIMUM 1/4" PER | | | FOOT) AND THE MEAN ROOF HEIGHT OF THE STRUCTURE. FBC | | | 107.2.1 AND FBC R 905.15.1 | | | | | | 2) THE ROOFING SYSTEM THAT YOU SELECTED ON PAGE 12 OF | | | NOA 13-0204.17 HAS A MAXIMUM DESIGN PRESSURE OF -45 | | | PSF. THE STRUCTURE IS LOCATED IN EXPOSURE C WITH A VULT | | | WIND SPEED OF 170 MPH. THE PERIMETER AND CORNER ROOF | | | AREAS HAVE HIGHER NEGATIVE PRESSURE THAN THE DESIGN | | | PRESSURE AND WILL REQUIRE ENHANCED FASTENING. SUBMIT | | | TWO SETS OF SIGNED AND SEALED RAS 117 CALCULATIONS AS | | | REQUIRED BY LIMITATION NUMBER 7 ON PAGE 14. FBC R | | | 905.15.3 |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
2 |
Status |
N |
Date |
2016-08-19 |
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|
Cont ID |
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| Sent By |
rmcdouga |
Date |
2016-08-19 |
Time |
08:44 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2016-08-19 |
Time |
07:05 |
Sent To |
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| Notes |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
1 |
Status |
N |
Date |
2016-08-16 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2016-08-16 |
Time |
18:50 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2016-08-16 |
Time |
15:03 |
Sent To |
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| Notes |
| 2016-08-16 15:03:34 | RMCDOUGAL |
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