| Date |
Text |
| 2018-08-24 13:21:01 | ****CORRECTIONS**** |
| | W.P.B. PERMIT: 18071301 |
| | REVIEWED: AUGUST 24, 2018 |
| | |
| | DYLAN BATTLES |
| | BUILDING PLANS EXAMINER |
| | [email protected] |
| | 561-805-6718 |
| | |
| | FBC = FLORIDA BUILDING CODE, 6TH EDITION (2017) |
| | FBC B = FBC BUILDING |
| | FBC A = FBC ACCESSIBILITY |
| | FBC EC = FBC ENERGY CONSERVATION |
| | FBC R = FBC RESIDENTIAL |
| | FLOOD ZONE = X |
| | |
| | 1. [FBC R401.3]PROVIDE SITE DRAINAGE PLAN. |
| | |
| | [FBC R403.1.7.3] FOUNDATION ELEVATION. ON GRADED SITES, |
| | THE TOP OF ANY EXTERIOR FOUNDATION SHALL EXTEND ABOVE |
| | THE ELEVATION OF THE STREET GUTTER AT POINT OF |
| | DISCHARGE OR THE INLET OF AN APPROVED DRAINAGE DEVICE A |
| | MINIMUM OF 12 INCHES (305 MM) PLUS 2 PERCENT. ALTERNATE |
| | ELEVATIONS ARE PERMITTED SUBJECT TO THE APPROVAL OF THE |
| | BUILDING OFFICIAL, PROVIDED IT CAN BE DEMONSTRATED THAT |
| | REQUIRED DRAINAGE TO THE POINT OF DISCHARGE AND AWAY |
| | FROM THE STRUCTURE IS PROVIDED AT ALL LOCATIONS ON THE |
| | SITE. |
| | |
| | [FBC AMENDED 107.2.5] 107.2.5 SITE PLAN. THE |
| | CONSTRUCTION DOCUMENTS SUBMITTED WITH THE APPLICATION |
| | FOR PERMIT SHALL BE ACCOMPANIED BY A SITE PLAN SHOWING |
| | TO SCALE THE SIZE AND LOCATION OF NEW CONSTRUCTION AND |
| | EXISTING STRUCTURES ON THE SITE, DISTANCES FROM LOT |
| | LINES, THE ESTABLISHED STREET GRADES AND THE PROPOSED |
| | FINISHED GRADES, DEPICTING THE PROPOSED LOT DRAINAGE |
| | AND, AS APPLICABLE, FLOOD HAZARD AREAS, FLOODWAYS, AND |
| | DESIGN FLOOD ELEVATIONS; AND IT SHALL BE DRAWN IN |
| | ACCORDANCE WITH AN ACCURATE AND INCLUDED ON A BOUNDARY |
| | LINE SURVEY. |
| | |
| | 2. [FBC R401.4]PROVIDE SOIL REPORT TO SHOW BEARING |
| | CAPACITY AND FOUNDATION RECOMMENDATIONS. |
| | |
| | 3. [FBC AMENDED 107.3.4.1]SUBMIT TRUSS SHOP DRAWINGS, |
| | OR INDICATE THAT THE SUBMITTAL WILL BE DEFERRED. |
| | DEFERRED SUBMITTALS TO BE REVIEWED PRIOR TO |
| | INSTALLATION. |
| | |
| | 4. [FBC TABLE R301.2(4)]THE ELEVATION FOR GARAGE DOOR |
| | ON 2-4 SHOWS PRESSURES OF +37.08/-50.61. THIS EXCEEDS |
| | THE ALLOWED PRESSURE IN PRODUCT APPROVAL. HOWEVER, IF |
| | YOU USE TABLE R301.2(4)THE GARAGE DOOR PRESSURE CAN BE |
| | ADJUSTED AND WILL MEET THE DESIGN PRESSURE IN NOA |
| | 17-1010.16. |
| | |
| | |
