| Date |
Text |
| 2018-10-24 16:23:07 | RESIDENTIAL (R3) BUILDING REVIEW COMMENTS |
| | CODE: FBC 6TH EDITION (2017) AND CITY AMENDMENTS. |
| | |
| | 1-SHUTTER MOUNTING CONDITION IS NOT CLEAR. CLEARLY |
| | IDENTIFY/CIRCLE MOUNTING CONDITION FOR EACH OPENING |
| | (BUILD OUT, WALL MOUNTED, FLOOR MOUNTED, TRUSS MOUNTED, |
| | ETC) FOR PROPER REVIEW OF THE SHUTTERS INSTALLATION |
| | SCHEDULE. . SEC. 107.2.1 CITY AMENDMENTS. |
| | NOTE: C1 AS SHOWN ON THE INSTALLATION SCHEDULE ON |
| | COLUMN 4 IS NOT A SHUTTER MOUNTING CONDITION. REVISE AS |
| | REQUIRED. |
| | |
| | 2- CLARIFY THE SHUTTER SPAN SHOWN ON THE INSTALLATION |
| | SCHEDULE ON COLUMN #6. ARE THESE PANELS INSTALLED |
| | HORIZONTAL OR VERTICALLY. WHY THE SHUTTER SPAN IS THE |
| | SAME AS THE OPENING SIZE?. WHAT'S THE SHUTTER SPAN FOR |
| | OPENINGS #4 AND #6?. ARE ALL THE SHUTTERS GOING TO BE |
| | ANCHORED TO CONCRETE OR ARE THEY GOING TO BE ANCHORED |
| | TO HOLLOW CONCRETE BLOCK WITH FILLED CELLS. ANCHOR |
| | SCHEDULE FOR HOLLOW CONCRETE BLOCK IS DIFFERENT. THAT'S |
| | WHY IS IMPORTANT TO KNOW THE CORRECT SUBSTRATE. |
| | SEC. 107.2.1 CITY AMENDMENTS. |
| | |
| | 3- IF USING THE ENGINEER WIND LOAD CALCULATIONS FROM |
| | ENGINEERING EXPRESS, THEN THEY NEED TO HAVE ENGINEER'S |
| | ORIGINAL SEAL AND SIGNATURE AS REQUIRED BY CHAPTER 471 |
| | FLORIDA STATE WHEN SUBMITTING DOCUMENTS FOR PUBLIC |
| | RECORDS. |
| | NOTE: CONTRACTOR MAY USE THE TABLES R301.2(2) AND |
| | R301.2(3) FBC-RESIDENTIAL TO DETERMINE THE WIND LOADS. |
| | |
| | |
| | |
| | IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT |
| | JULIO GOMEZ |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | DEVELOPMENT SERVICES DEPARTMENT |
| | BUILDING DIVISION |
| | (561)805-6712 |
| | [email protected] |
| | |
