| Date |
Text |
| 2016-01-06 08:41:44 | RESIDENTIAL (R3) RE-ROOF 4TH BUILDING REVIEW CHECKLIST. |
| | CODE: FBC-RESIDENTIAL, 5TH EDITION (2014). |
| | |
| | 1- NEW CLAY TILE FLORIDA PRODUCT APPROVAL FL17152-R1 |
| | WAS SUBMITTED. LIMITATION #3 ON THIS PRODUCT APPROVAL |
| | SPECIFIES THAT TILES SHALL BE MECHANICALLY ATTACHED FOR |
| | WIND LOAD RESISTANCE. PRODUCT APPROVAL SUBMITTED |
| | DOESN'T SPECIFY THE TILE ATTACHMENT RESISTANCE. NEED |
| | THIS INFORMATION TO VERIFY COMPLIANCE WITH THE DESIGN |
| | PRESSURES OF SEC. R301 OF FBC-RESIDENTIAL, 5TH EDITION |
| | (2014). PROVIDE COMPLETE CALCULATIONS SHOWING HOW THE |
| | PROPOSED MECHANICAL ATTACHMENT IS GOING TO MEET THE |
| | DESIGN PRESSURES OF SEC. R301. |
| | NOTE: NOA 14-0107.02 PREVIOUSLY SUBMITTED HAD ALL THIS |
| | INFORMATION. THE ONLY THING THAT WAS MISSING WAS THE |
| | PRODUCT APPROVAL FOR THE ADHESIVE TO BE USED. |
| | |
| | RESPONSE TO MR. MUNROE'S E-MAIL: |
| | GOOD MORNING MR. MUNROE, |
| | THE NOA 14-0529.02 SUBMITTED FOR THE FLAT ROOF IS OK. I |
| | ALREADY PRINTED THE PAGES WE NEED INCLUDING PAGE 37 |
| | WITH THE SELECTED ASSEMBLY TO BE INSTALLED. |
| | REGARDING THE CLAY ROOF TILE ENGINEER CALCULATIONS, YOU |
| | CAN E-MAIL THEM TO ME FOR REVIEW. ASK THE ENGINEER TO |
| | INCLUDE THE DESIGN CRITERIA FBC-RESIDENTIAL, 5TH |
| | EDITION (2014), DESIGN PRESSURES, WIND SPEED, BUILDING |
| | HEIGHT AND THE BUILDING EXPOSURE IS "C". |
| | WE WILL NEED THE ENGINEER'S CALCULATIONS WITH ORIGINAL |
| | SEAL AND SIGNATURE AS REQUIRED BY CHAPTER 471 FLORIDA |
| | STATUTE WHEN SUBMITTING DOCUMENTS FOR PUBLIC RECORDS. |
| | THANK YOU, |
| | |
| | IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT |
| | JULIO GOMEZ |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | DEVELOPMENT SERVICES DEPARTMENT |
| | (561)805-6712 |
| | [email protected] |
