| Date |
Text |
| 2020-04-30 09:49:53 | ROOFING |
| | REVIEWED BY ROGER MCPHERSON |
| | 561-805-6716 |
| | [email protected]. |
| | |
| | CORRECTIONS NEEDED - FBC WPB AMENDMENTS 107 |
| | |
| | THE ENGINEERING PROVIDED COVERS THE CONNECTION FOR THE |
| | ROOF METAL PANELS. THE ENGINEERS DIGITAL SIGNATURE |
| | NEEDS TO BE VERIFIED FAC 668.003(2) AND (3), F.S. |
| | (2) A PROFESSIONAL ENGINEER UTILIZING A DIGITAL |
| | SIGNATURE TO ELECTRONICALLY SIGN AND SEAL ENGINEERING |
| | PLANS, |
| | SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS SHALL HAVE |
| | THEIR IDENTITY AUTHENTICATED BY A CERTIFICATION |
| | AUTHORITY. |
| | |
| | THE BUILDING NEEDS TO BE EVALUATED BY AN ENGINEER OR |
| | ARCHITECT (ROOF-TO-WALL CONNECTIONS SHALL BE EVALUATED |
| | FOR THE WIND LOADS SPECIFIED IN THE FLORIDA BUILDING |
| | CODE, BUILDING, INCLUDING WIND UPLIFT. IF THE |
| | DIAPHRAGMS AND CONNECTIONS IN THEIR CURRENT CONDITION |
| | ARE NOT CAPABLE OF RESISTING AT LEAST 75 PERCENT OF |
| | THOSE WIND LOADS, THEY SHALL BE REPLACED OR |
| | STRENGTHENED IN ACCORDANCE WITH THE LOADS SPECIFIED IN |
| | THE FLORIDA BUILDING CODE, BUILDING) PLEASE HAVE YOUR |
| | ENGINEER SEE THE CODE SECTION BELOW AND PROVIDE A |
| | SIGNED AND SEALED LETTER TO ADDRESS THE ROOF TO WALL |
| | CONNECTIONS AS NOTED IN THE CODE SECTION. |
| | MAYBE THE BUILDING MEETS ONE OF THE EXCEPTIONS LISTED |
| | UNDER THAT CODE SECTION (FBC EXISTING BUILDING - |
| | 707.3.2) PLEASE PROVIDE A SIGNED AND SEALED LETTER FROM |
| | THE ENGINEER STATING WHICH EXCEPTION. |
| | |
| | 1) FOR A BUILDING WITH THE ROOF METAL PANELS ACTING AS |
| | THE DIAPHRAGM ( NO ROOF SHEATHING) FOR THE ROOF |
| | FRAMING. THE 2017 FBC EXISTING BUILDING CODE REQUIRES |
| | AN EVALUATION FROM AN ARCHITECT OR ENGINEER. |
| | 2) PLEASE PROVIDE A SIGNED AND SEALED BUILDING WIND |
| | DESIGN VALUATION FROM AN ARCHITECT OR ENGINEER PER FBC |
| | EXISTING BUILDING - 707.3.2 ROOF DIAPHRAGMS RESISTING |
| | WIND LOADS IN HIGH-WIND REGIONS. |
| | WHERE ROOFING MATERIALS ARE REMOVED FROM MORE THAN 50 |
| | PERCENT OF THE ROOF DIAPHRAGM OR SECTION OF A BUILDING |
| | LOCATED WHERE THE ULTIMATE DESIGN WIND SPEED, VULT, |
| | DETERMINED IN ACCORDANCE WITH FIGURE 1609.3(1) OF THE |
| | FLORIDA BUILDING CODE, BUILDING, IS GREATER THAN 115 |
| | MPH (51 M/S), AS DEFINED IN SECTION 1609 (THE |
| | HIGH-VELOCITY HURRICANE ZONE SHALL COMPLY WITH SECTION |
| | 1620) OF THE FLORIDA BUILDING CODE, BUILDING, ROOF |
| | DIAPHRAGMS, CONNECTIONS OF THE ROOF DIAPHRAGM TO ROOF |
| | FRAMING MEMBERS, AND ROOF-TO-WALL CONNECTIONS SHALL BE |
| | EVALUATED FOR THE WIND LOADS SPECIFIED IN THE FLORIDA |
| | BUILDING CODE, BUILDING, INCLUDING WIND UPLIFT. IF THE |
| | DIAPHRAGMS AND CONNECTIONS IN THEIR CURRENT CONDITION |
| | ARE NOT CAPABLE OF RESISTING AT LEAST 75 PERCENT OF |
| | THOSE WIND LOADS, THEY SHALL BE REPLACED OR |
| | STRENGTHENED IN ACCORDANCE WITH THE LOADS SPECIFIED IN |
| | THE FLORIDA BUILDING CODE, BUILDING. |
| | 3) SIGNED AND SEALED DRAWINGS OR DOCUMENTS NEED TO BE |
| | ELECTRONICALLY SIGNED AND SEALED TO BE USED IN |
| | ELECTRONIC PLAN REVIEW. |
