| Date |
Text |
| 2018-02-01 08:11:53 | RESIDENTIAL (R3) ALTERATION, BUILDING REVIEW COMMENTS. |
| | CODE: FBC 6TH EDITION (2017). |
| | |
| | 1- WIND LOAD CALCULATIONS SUBMITTED: |
| | A) NEED TO HAVE THE ENGINEER'S ORIGINAL SEAL AND |
| | SIGNATURE AS REQUIRED BY CHAPTER 471 FLORIDA STATUTE |
| | WHEN SUBMITTING DOCUMENTS FOR PUBLIC RECORDS. |
| | |
| | B) REVISE THE MINIMUM EDGE DISTANCE. ACCORDING TO |
| | FOOTNOTE OF FIGURE R301.2(7) FBC-RESIDENTIAL, 6TH |
| | EDITION (2017) THE MINIMUM EDGE DISTANCE "A" IS 4'-0" |
| | IN ALL CASES NOT 3'-0". REVISE AS REQUIRED. |
| | |
| | 2- REVISE INSTALLATION SCHEDULE SUBMITTED. |
| | A) OPENINGS #4 AND #5 SPECIFY ANCHOR TYPE "A" WITH A |
| | SPACING OF 14" O.C. AT THE BOTTOM. ACCORDING TO ANCHOR |
| | SCHEDULE TABLE ON PAGE 11 OF 13 OF ACCORDION SHUTTERS |
| | SUBMITTED THIS ANCHOR REQUIRES 3.000PSI CONCRETE |
| | STRENGTH. IT LOOKS LIKE THE BUILD OUT TRACK IS GOING TO |
| | BE MOUNTED ON THE EDGE OF THE CONCRETE SLAB. TYPICALLY |
| | THE CONCRETE SLABS FOR RESIDENTIAL PROJECTS ARE |
| | DESIGNED FOR 2500PSI CONCRETE STRENGTH. REVISE THE |
| | ANCHOR TYPE AND SPACING OR PROVIDE PROOF THAT THE |
| | CONCRETE STRENGTH IS 3.000PSI. SEC. R301.1 |
| | FBC-RESIDENTIAL. |
| | |
| | B) OPENINGS #8 SPECIFY ANCHOR TYPE "A" WITH A SPACING |
| | OF 9" O.C. AT THE BOTTOM. ACCORDING TO ANCHOR SCHEDULE |
| | TABLE ON PAGE 11 OF 13 OF ACCORDION SHUTTERS SUBMITTED |
| | THIS ANCHOR REQUIRES 3.000PSI CONCRETE STRENGTH. |
| | CLEARLY SPECIFY WHERE IS THIS ANCHOR GOING TO BE |
| | MOUNTED TO AND PROVIDE PROOF THAT IT IS 3.000 PSI |
| | CONCRETE. OTHERWISE, REVISE INSTALLATION SCHEDULE AS |
| | REQUIRED. SEC. R301.1 FBC-RESIDENTIAL. |
| | |
| | C) THE FASTENER EDGE DISTANCE EXCLUDES THE STUCCO |
| | FINISH. SEE NOTES ON ANCHOR SCHEDULE TABLE ON SHEET 11 |
| | OF 13. ADD THE STUCCO THICKNESS AND REVISE INSTALLATION |
| | SCHEDULE AS REQUIRED. SEC. 107.2.1 CITY AMENDMENTS. |
| | |
| | D) SPECIFY LENGTH OF ANCHORS TO VERIFY MINIMUM |
| | EMBEDMENT REQUIRED ON ANCHOR SCHEDULE TABLE ON SHEET 11 |
| | OF 13. SEC. 107.2.1 CITY AMENDMENTS. |
| | |
| | IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT |
| | JULIO GOMEZ |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | DEVELOPMENT SERVICES DEPARTMENT |
| | BUILDING DIVISION |
| | (561)805-6712 |
| | [email protected] |
| | |
