| Plan Review Notes For Permit 22090054 |
| Permit Number |
22090054 |
|
| Review Stop |
B |
| Sequence Number |
1 |
|
| Notes |
| Date |
Text |
| 2022-10-25 08:21:25 | ROOFING | | | REVIEWED BY ROGER MCPHERSON | | | 561-805-6716 | | | [email protected] | | | CODE USED FOR REVIEW - 2020 FBC WITH WPB CHAPTER 1 | | | AMENDMENT | | | | | | CORRECTIONS NEEDED - | | | | | | 1) THE ROOF HEIGHT IS HIGHER THAN THE MAXIMUM SHOWN ON | | | THE TABLES IN RAS 127 - WIND DESIGN PRESSURES PROVIDED | | | NEED TO BE SIGNED AND SEALED BY AN ARCHITECT OR | | | ENGINEER PER FBC RAS 127 - THIS STANDARD COVERS THE | | | PROCEDURE FOR DETERMINING THE MOMENT OF RESISTANCE (MR) | | | AND MINIMUM CHARACTERISTIC RESISTANCE LOAD (F') TO | | | INSTALL A TILE SYSTEM ON BUILDINGS OF A SPECIFIED ROOF | | | SLOPE AND HEIGHT. COMPLIANCE WITH THE REQUIREMENTS AND | | | PROCEDURES HEREIN SPECIFIED, WHERE THE DESIGN WIND | | | UPLIFT PRESSURES (PASD) HAVE BEEN DETERMINED BASED ON | | | TABLES 1-3 OR TABLES 4-6, TABLES 7-9 OR TABLES 10-12 OF | | | THIS STANDARD, AS APPLICABLE, DO NOT REQUIRE ADDITIONAL | | | SIGNED AND SEALED ENGINEERING DESIGN CALCULATION. ALL | | | OTHER CALCULATIONS MUST BE PREPARED, SIGNED AND SEALED | | | BY A PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT. | | | |
|
