| Date |
Text |
| 2021-12-15 12:55:30 | 1ST AUDIT |
| | |
| | 1) ON SHEET 3 OF 12 THE ENGINEERING CRITERIA SPECIFIES |
| | THAT ASCE7 - 10 IS BEING USED. THE 2020 FBC - R |
| | REFERENCES ASCE7 -16. THE 2016 EDITION OF ASCE7 SHOULD |
| | BE USED FOR THE 2020 FBC. |
| | |
| | 2) THERE WAS NO PRODUCT APPROVAL OR SITE SPECIFIC |
| | ENGINEERING SUBMITTED FOR THE 3' X 8' ENTRY DOOR, |
| | TRANSOM AND SIDELITES. R609.2.1 CUSTOM DOORS. CUSTOM |
| | (ONE-OF-A-KIND) EXTERIOR DOOR ASSEMBLIES SHALL BE |
| | TESTED BY AN APPROVED TESTING LABORATORY OR BE DESIGNED |
| | AND ENGINEERED IN ACCORDANCE WITH ACCEPTED ENGINEERING |
| | PRACTICES BY A FLORIDA REGISTERED DESIGN PROFESSIONAL. |
| | SIGNED AND SEALED COPIES OF THE RATIONAL ANALYSIS AND |
| | CALCULATIONS SHALL BE PROVIDED TO THE BUILDING OFFICIAL |
| | UPON PERMIT APPLICATION. WIND-BOURNE DEBRIS PROTECTION |
| | IS REQUIRED FOR GLAZED OPENINGS PER FBC-R301.2.1.2. |
| | |
| | 3) THERE WERE NO COMPONENT AND CLADDING PRESSURES |
| | SPECIFIED FOR THE FLAT ROOF. THE PRODUCT APPROVAL FOR |
| | THE CERTAINTEED MODIFIED BITUMEN ROOF SYSTEM, |
| | FL16709-R16, HAS THE ROOF CLADDING DESIGN PRESSURES |
| | HI-LITED ON TABLE 2C ON PAGE 5 OF 25 FOR EXPOSURE D, |
| | ENCLOSED, GREATER THAN 30 FT AND THE ULTIMATE DESIGN |
| | WIND SPEED VASD OF 180MPH. THIS PROJECT IS LOCATED IN |
| | THE 170 MPH VULT WIND SPEED AND THE PLANS CORRECTLY |
| | SPECIFY THIS. ON TABLE 6 ON PAGE 21 OF THE PRODUCT |
| | APPROVAL FOR SYSTEM W-4 YOU HI-LITED #1 (AS-LISTED) IN |
| | THE 180 MPH COLUMN. YOU SHOULD BE USING THE 170 MPH |
| | COLUMN. PLEASE NOTE THAT THERE ARE FOUR ROOF ZONES AND |
| | THE FASTENING REQUIREMENTS FOR EACH ZONE IS SPECIFIED |
| | IN THE COLUMNS OF THE TABLE. ALSO NOTE THAT N/A IN THE |
| | TABLE INDICATES THAT THE SYSTEM CAN NOT BE USED WITHIN |
| | THE PRESSURE ZONE. THEREFORE, THIS SYSTEM CAN NOT BE |
| | USED. |
