| Date |
Text |
| 2020-03-19 08:58:43 | RESIDENTIAL (R3) RE-ROOF SECOND BUILDING REVIEW |
| | COMMENTS |
| | CODE: FBC 6TH EDITION (2017) AND CITY AMENDMENTS. |
| | |
| | ORIGINAL COMMENT: |
| | 1- ROOFING UNDERLAYMENT FLORIDA PRODUCT APPROVAL |
| | FL511288-R17 SUBMITTED: |
| | CLEARLY MARK WHICH MAXIMUM DESIGN PRESSURES ASSEMBLY |
| | FROM SEC. 5.6.3 OF PRODUCT APPROVAL IS GOING TO BE |
| | USED. OR IF USING THE FRSA/TRI APRIL 2012 (04-12) |
| | REVISED EDITION, THEN PROVIDE COMPLETE INFORRMATION |
| | SHOWING THE DETERMINATION OF DESIGN WIND LOADS AND |
| | UNDERLAYMENT FASTENING AS REQUIRED BY SEC. 5.6.3 OF |
| | PRODUCT APPROVAL SUBMITTED. |
| | SEC. 107.2.1 CITY AMENDMENTS. |
| | |
| | RESPONSE: |
| | SELECTED SYSTEM #10 ON PAGE 7 OF 10 OF FLORIDA PRODUCT |
| | APPROVAL SUBMITTED HAS A MAXIMUM DESIGN PRESSURE OF |
| | -67.5 PSF. ACCORDING TO SEC. 5.6.3.2 ON PAGE 7 OF 10 OF |
| | PRODUCT APPROVAL SUBMITTED THIS ASSEMBLY CAN NOT BE |
| | USED. FOR MECHANICALLY ATTACHED BASED SHEET THE MAXIMUM |
| | DESIGN PRESSURE FOR THE SELECTED ASSEMBLY SHALL MEET OR |
| | EXCEED THAT REQUIRED UNDER FRSA/TRI APPENDIX A, TABLE |
| | 1A. SELECTED ASSEMBLY DOESN'T MEET THAT DESIGN |
| | PRESSURE. PLEASE SELECT ANOTHER ASSEMBLY OR |
| | ALTERNATIVELY, PROVIDE SIGNED AND SEALED RAS 117 |
| | CALCULATIONS AS REQUIRED ON SEC. 5.6.3.2 OF PRODUCT |
| | PROPOSAL SUBMITTED. |
| | SEC. 107.2.1 CITY AMENDMENTS. |
| | |
| | PLEASE FEEL FREE TO CONTACT ME IF YOU HAVE ANY |
| | QUESTIONS REGARDING THESE COMMENTS, |
| | JULIO GOMEZ |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | DEVELOPMENT SERVICES DEPARTMENT |
| | BUILDING DIVISION |
| | (561)805-6712 |
| | [email protected] |
