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Plan Review Details - Permit 15020522
| Plan Review Stops For Permit 15020522 |
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
3 |
Status |
P |
Date |
2015-02-26 |
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Cont ID |
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| Sent By |
rmcdouga |
Date |
2015-02-26 |
Time |
17:53 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2015-02-26 |
Time |
17:53 |
Sent To |
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| Notes |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
2 |
Status |
F |
Date |
2015-02-25 |
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Cont ID |
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| Sent By |
rmcdouga |
Date |
2015-02-25 |
Time |
17:18 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2015-02-25 |
Time |
17:17 |
Sent To |
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| Notes |
| 2015-02-25 17:17:55 | 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: | | | | | | REPEAT COMMENT. THE RAS 117 CALCULATIONS SPECIFY THAT | | | THE EXPOSURE CATEGORY IS C, WHEN IT SHOULD BE D. SEE | | | PREVIOUS COMMENT BELOW. | | | 1) THE STRUCTURE IS LOCATED WITHIN 600 FEET OF THE | | | INTERCOASTAL WATERWAY AND IS THEREFORE CONSIDERED | | | EXPOSURE CATEGORY "D". THE MAXIMUM DESIGN PRESSURE FOR | | | THE ROOFING SYSTEM THAT YOU SUBMITTED IS -45 PSF, WHICH | | | IS NOT ENOUGH TO RESIST THE REQUIRED WIND LOADS. SUBMIT | | | TWO SETS OF SIGNED AND SEALED RAS 117 CALCULATIONS FOR | | | ENHANCED FASTENING AS REQUIRED BY LIMITATION NUMBER 7 | | | ON PAGE 16 OF NOA NO. 13-1022.15 | | | |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
F |
Date |
2015-02-18 |
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|
Cont ID |
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| Sent By |
rmcdouga |
Date |
2015-02-18 |
Time |
15:37 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2015-02-18 |
Time |
14:40 |
Sent To |
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| Notes |
| 2015-02-18 15:26:09 | 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 STRUCTURE IS LOCATED WITHIN 600 FEET OF THE | | | INTERCOASTAL WATERWAY AND IS THEREFORE CONSIDERED | | | EXPOSURE CATEGORY "D". THE MAXIMUM DESIGN PRESSURE FOR | | | THE ROOFING SYSTEM THAT YOU SUBMITTED IS -45 PSF, WHICH | | | IS NOT ENOUGH TO RESIST THE REQUIRED WIND LOADS. SUBMIT | | | TWO SETS OF SIGNED AND SEALED RAS 117 CALCULATIONS FOR | | | ENHANCED FASTENING AS REQUIRED BY LIMITATION NUMBER 7 | | | ON PAGE 16 OF NOA NO. 13-1022.15 | | | |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
3 |
Status |
N |
Date |
2015-02-26 |
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Cont ID |
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| Sent By |
rmcdouga |
Date |
2015-02-26 |
Time |
17:53 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2015-02-26 |
Time |
14:29 |
Sent To |
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| Notes |
| 2015-02-26 14:29:35 | TO RM DESK | | | |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
2 |
Status |
N |
Date |
2015-02-25 |
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Cont ID |
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| Sent By |
rmcdouga |
Date |
2015-02-25 |
Time |
17:18 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2015-02-24 |
Time |
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Sent To |
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| Notes |
| 2015-02-24 17:33:29 | INCOMING SENT TO R. MCDOUGALS DESK. |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
1 |
Status |
N |
Date |
2015-02-18 |
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|
Cont ID |
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| Sent By |
skennedy |
Date |
2015-02-18 |
Time |
15:37 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2015-02-17 |
Time |
12:30 |
Sent To |
B |
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| Notes |
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