Date |
Text |
2020-05-08 15:54:29 | PETER E VALENTI |
| BUILDING PLANS EXAMINER |
| [email protected] |
| 561-805-6673 |
| |
| FBC = FLORIDA BUILDING CODE, 6TH EDITION (2017) |
| FBC B = FBC BUILDING |
| FBC EB = FBC EXISTING BUILDING |
| FBC A = FBC ACCESSIBILITY |
| FBC EC = FBC ENERGY CONSERVATION |
| FBC R = FBC RESIDENTIAL |
| FBC M = FBC MECHANICAL |
| |
| 2ND BUILDING REVIEW DENIED: |
| |
| 1. FBC B 107.2.1, THE ARCHITECTUAL DRAWINGS DO NOT HAVE |
| THE DESIGNER'S NAME AND SIGNATURE. |
| THE CONSTRUCTION DOCUMENTS SHALL BE PREPARED BY A |
| REGISTERED DESIGN PROFESSIONAL WHERE REQUIRED BY |
| CHAPTER 471, FLORIDA STATUTES & 61G15 FLORIDA |
| ADMINISTRATIVE CODE OR CHAPTER 481, FLORIDA STATUTES & |
| 61G1 FLORIDA ADMINISTRATIVE CODE. |
| |
| 2. FBC B 107.2.1 INDICATE WHERE THE WINDOW WALL SYSTEM |
| ( NOA NO.19-0326.07 ) WILL BE INSTALLED. |
| |
| 3. FBC B 107.2.1 PLEASE CLARIFY IF THE STEEL PLATE |
| CONNECTION DETAIL 13/S2 REQUIRES FASTENER SPACING OF |
| 12" OR 16" O.C. |
| |
| 4. FBC B 107.2.1 PLEASE CLARIFY THE WELD SIZES ON PAGES |
| S-2 AND S-3.1 AS THE DETAILS CALL FOR ALL AROUND FILLET |
| WELDS, 1" WELD SIZE/THICKNESS. THAT WELD SIZE IS |
| THICKER THAN THE BASE MATERIALS. |
| |
| IN ADDITION TO CORRECTING THE WELD SIZE ON THE PLANS, |
| AT TIME OF INSPECTION PLEASE PROVIDE THE FOLLOWING: |
| AWS D1.1 CLAUSE 3.1: AT TIME OF INSPECTION PLEASE |
| PROVIDE A WELD PROCEDURE SPECIFICATION; THE W.P.S. |
| SPECIFIES THE REQUIRED ESSENTIAL VARIABLES INCLUDING: |
| BASE MATERIALS, JOINTS, PROCESS, AND FILLER METALS TO |
| BE USED. |
| AWS D1.1 CLAUSE 4.15: AT TIME OF INSPECTION PLEASE |
| PROVIDE A WELDER PERFORMANCE QUALIFICATION RECORD; THE |
| W.P.Q.R. PROVIDES INFORMATION WHICH CAN BE USED TO |
| VERIFY THE WELDER?S QUALIFICATION AND CERTIFICATION AS |
| IT RELATES TO THE WELDING REQUIREMENTS OF THE PROJECT. |
| |