| Date |
Text |
| 2018-02-01 11:52:08 | 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) OPENING #2 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) INSTALLATION SCHEDULE IS MISSING THE EDGE DISTANCE |
| | DIMENSION. PROVIDE THE EDGE DISTANCE DIMENSION. NOTE: |
| | THE FASTENER EDGE DISTANCE EXCLUDES THE STUCCO FINISH. |
| | SEE NOTES ON ANCHOR SCHEDULE TABLE ON SHEET 11 OF 13. |
| | ADD THE STUCCO THICKNESS TO THE EDGE DISTANCE ON THE |
| | INSTALLATION SCHEDULE. SEC. 107.2.1 CITY AMENDMENTS. |
| | |
| | C) 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] |
| | |
