| Plan Review Notes For Permit 12060428 |
| Permit Number |
12060428 |
|
| Review Stop |
B |
| Sequence Number |
3 |
|
| Notes |
| Date |
Text |
| 2012-09-12 08:57:35 | RESIDENTIAL (R3) RE-ROOF THIRD BUILDING REVIEW | | | CHECKLIST. | | | CODE: 2010 FBC. | | | | | | 1- ENGINEER (H. JOHN GRIFFIN II) SPECIFIES MAXIMUM | | | DESIGN PRESSURES NOT TO EXCEED -56.0PSF FOR CORNERS AND | | | PERIMETERS. THIS IS INCORRECT. ENGINEER TO PROVIDE THE | | | DESIGN PRESSURES CALCULATIONS FOR EXPOSURE "C" AS | | | REQUIRED BY SEC. R301.2.1.4.3 OF 2010 FLORIDA | | | RESIDENTIAL CODE. DESIGN PRESSURES FOR PERIMETER AND | | | CORNER AREAS ARE HIGHER THAN -56.0PSF. | | | SEC. 107.2.1.2 CITY AMENDMENTS TO FBC. | | | | | | 2- ENGINEER TO REVIEW NOA SUBMITTED AND SPECIFIC | | | APPROVED ASSEMBLY TO BE INSTALLED. THEN, PROVIDE THE | | | ACTUAL RAS 117 CALCULATIONS. INFORMATION SUBMITTED IS | | | NOT PROVIDING THE RAS 117 CALCULATIONS. ENGINEER NEEDS | | | TO REVIEW RAS 117 STANDARD. THERE IS A DIFFERENCE ON | | | THE FASTENER NUMBER AND SPECIFIC FASTENER ATTACHMENT | | | PATTERN FOR ROOF ASSEMBLIES WITH INSULATION AND ROOF | | | ASSEMBLIES WITHOUT INSULATION. PROVIDE COMPLETE | | | CALCULATIONS AND FASTENER PATTERN AS REQUIRED BY RAS | | | 117. SEC. 107.2.1.2 OF CITY AMENDMENTS TO FBC. | | | | | | IF ENGINEER HAS ANY QUESTIONS AFTER REVIEWING RAS 117 | | | STANDARD, PLEASE CALL | | | JULIO GOMEZ | | | COMMERCIAL COMBINATION PLANS EXAMINER | | | (561)805-6712 | | | |
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