| Date |
Text |
| 2022-08-29 08:58:25 | ****CORRECTIONS**** |
| | |
| | SAMANTHA HILL |
| | BUILDING PLANS EXAMINER |
| | [email protected] |
| | 561-805-6724 |
| | |
| | FBC = FLORIDA BUILDING CODE, 7TH EDITION (2020) |
| | FBC B = FBC BUILDING |
| | FBC EB = FBC EXISTING BUILDING |
| | FBC A = FBC ACCESSIBILITY |
| | FBC EC = FBC ENERGY CONSERVATION |
| | FBC R = FBC RESIDENTIAL |
| | |
| | COMMENT FROM PREVIOUS LIST: |
| | |
| | 1. FBC B 1609, PROVIDE EQUIPMENT FASTENING STRUCTURAL |
| | DETAILS. SHEET 5 STATES EQUIPMENT WILL BE ATTACHED "PER |
| | MANUFACTURER'S SPECIFICATIONS". STRUCTURAL ENGINEERING |
| | FOR COMMERCIAL PROJECTS IS REQUIRED TO BE SPECIFIED BY |
| | A LICENSED DESIGN PROFESSIONAL, FS471, FS481. |
| | |
| | 2ND REVIEW: |
| | |
| | A LETTER PREPARED BY ELIEZER DIAZ, PE WAS SUBMITTED |
| | WHICH STATES THAT FBC B 1609 IS NOT APPLICABLE, THAT |
| | TIA-222 IS REQUIRED, THEN REFERS TO FBC B3101.1/3108.1. |
| | |
| | FBC B 1609 SPECIFIES WIND DESIGN CRITERIA. TIA-222 IS |
| | EXCEPTION 5, WHICH IS OBVIOUSLY ACCEPTABLE. HOWEVER |
| | ASCE 7-16 AND TIA-222 ARE BOTH INCLUDED ON SHEET T1, SO |
| | ENGINEER'S STATEMENT IS NOT CLEAR. FBC B 1609.1.1 |
| | STATES THAT WIND LOADS SHALL BE DETERMINED BY ASCE |
| | 7-16, ENGINEER STATES THAT THIS IS NOT APPLICABLE, BUT |
| | IT IS INCLUDED IN THE PLAN. TO CLARIFY DESIGN INTENT |
| | PLEASE EITHER CLARIFY WITH A REVISED LETTER, REMOVE |
| | OBJECTION TO FBC B 1609 (WHICH REFERS TO ASCE7-16) FROM |
| | THE LETTER, OR REMOVE ASCE 7-16 FROM SHEET T1. |
| | |
| | ALSO STATED IN THE SAME LETTER IS THAT "BY VIRTUE OF |
| | THE ENGINEER OF RECORD SPECIFYING THESE CMOPONENTS, |
| | WHICH INCLUDE THESE BRACKETS AS PART OF THEIR ASSEMBLY, |
| | ALL SUB COMPONENTS OF THE ASSEMBLY ARE HENCE SPECIFIED |
| | . . ." |
| | |
| | SORRY IF I MISSED THE SPECIFICATION IN THE DETAIL IN |
| | THE LETTER, OR IN THE PLAN, BUT THE COMMENT WAS RELATED |
| | TO ANCHORING OF THE EQUIPMENT TO THE SUBSTRATE. I AGREE |
| | THAT, BY ENGINEER SPECIFYING EQUIPMENT AND BY ENGINEER |
| | STATING THE WIND DESIGN CRITERIA, COMPLIANCE FOR THE |
| | EQUIPMENT IS IMPLIED. HOWEVER SINCE SUBSTRATE MAY BE |
| | DIFFERENT DEPENDING ON THE PROJECT, IT APPEARS THAT THE |
| | FASTENING OF THE EQUIPMENT SHOULD BE SPECIFIC TO THE |
| | PROJECT AND SPECIFIED BY THE ENGINEER. |
| | |
| | PLEASE EITHER HIGHLIGHT OR OTHERWISE INDICATE ON THE |
| | PLANS SUBMITTED, OR WITH A CLARIFICATION LETTER, OR |
| | PROVIDE THIS DETAIL FOR ANCHORING OF ALL EQUIPMENT. |
| | |
| | 2. NEW COMMENT - THE ENGINEERING CALCS ARE NOT |
| | DIGITALLY SIGNED. PLEASE UPLOAD A DIGITALLY SIGNED |
| | DOCUMENT (6WP1157C=VB PASSING SA-EXCALIBUR - |
| | 8-3-21.PDF). |
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