| Plan Review Notes For Permit 15011053 |
| Permit Number |
15011053 |
|
| Review Stop |
B |
| Sequence Number |
1 |
|
| Notes |
| Date |
Text |
| 2015-01-30 11:33:44 | 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 VALUE FOR THE WORK IS LOW. THE CALCULATED VALUE | | | IS $15,912.00. THE VALUE HAS BEEN ADJUSTED. FBC 109.3 | | | | | | 2) THE MAXIMUM DESIGN PRESSURE FOR THE GAF MODIFIED | | | ROOF SYSTEM IS NOT ADEQUATE FOR THE PERIMETER AND | | | CORNER ROOF AREAS. SUBMIT TWO SETS OF SIGNED AND SEALED | | | RAS 117 CALCULATIONS FOR ENHANCED FASTENING IN THESE | | | AREAS AS REQUIRED BY LIMITATION NUMBER 7 ON PAGE 29 OF | | | THE NOA NO. 14-0611.01. FBC R301.2.1 | | | | | | 3) ACCORDING TO NOA NO. 11-0321.03 THE ATTACHMENT | | | RESISTANCE USING ONE #8 SCREW PROVIDES 20.7 FT LBS. OF | | | ATTACHMENT RESISTANCE. THIS IS NOT ADEQUATE FOR THIS | | | STRUCTURE. FBC R301.2.1 |
|
