Plan Review Stops For Permit 14120503 |
Review Stop |
B |
BUILDING (STRUCTURAL) |
Rev No |
2 |
Status |
P |
Date |
2014-12-19 |
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Cont ID |
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Sent By |
rmcdouga |
Date |
2014-12-19 |
Time |
07:19 |
Rev Time |
0.00 |
Received By |
rmcdouga |
Date |
2014-12-19 |
Time |
07:19 |
Sent To |
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Notes |
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Review Stop |
B |
BUILDING (STRUCTURAL) |
Rev No |
1 |
Status |
F |
Date |
2014-12-16 |
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Cont ID |
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Sent By |
rmcdouga |
Date |
2014-12-16 |
Time |
09:56 |
Rev Time |
0.00 |
Received By |
rmcdouga |
Date |
2014-12-16 |
Time |
09:56 |
Sent To |
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Notes |
2014-12-16 10:10:39 | PLAN REVIEW COMMENTS | | | | 1ST REVIEW: FBC 2010 | | ROBERT MCDOUGAL, CBO | | COMMERCIAL COMBINATION PLANS EXAMINER | | (561) 805-6714 | | [email protected] | | | | PLEASE ADDRESS THE ITEMS NOTED BELOW: | | | | BUILDING | | | | 1) THE MAXIMUM DESIGN PRESSURE FOR THE ROOFING SYSTEM | | SPECIFIED ON PAGE 14 OF NOA NO. 14-0224.03 IS -60 PSF. | | THIS IS NOT ADEQUATE FOR ALL OF THE ROOF AREAS. SUBMIT | | TWO SETS OF SIGNED AND SEALED RAS 117 CALCULATIONS FOR | | ENHANCED ROOF FASTENING AS REQUIRED BY GENERAL | | LIMITATION NUMBER 7 ON PAGE 16 OF THE NOA. |
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