Date |
Text |
2018-06-28 18:03:05 | ****CORRECTIONS**** |
| W.P.B. PERMIT: 18021223 |
| |
| SAMANTHA HILL |
| BUILDING PLANS EXAMINER |
| [email protected] |
| 561-805-6724 |
| |
| 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 |
| |
| 1-2. OK |
| |
| 3. [FBC R401.3] DRAINAGE PLAN PROVIDED NEEDS |
| ADJUSTMENTS. |
| SIDES SHOW DRAINAGE TO ADJACENT PROPERTIES. PLEASE |
| PROVIDE PLAN TO INDICATE HOW YOU WILL HANDLE DRAINAGE |
| WITHIN SITE. PROVIDE DRAINS SWALES OR GUTTERS TO SHED |
| WATER TO THE FRONT AND BACK. |
| PROVIDE ELEVATION OF LOWEST FINISHED FLOOR USING |
| NAVD88. PROVIDE DRAINAGE ELEVATIONS TO SHOW HOW IT |
| MEETS REQUIRMENTS FROM R401.3 |
| |
| 4-8. OK |
| |
| 9 ELEVATION LABLES EAST AND WEST ARE REVERSED. WEST |
| ELEVATION SHOULD BE LABLED EAST AND EAST SHOULD BE |
| LABLED WEST. PUT ELEVATION CALL OUTS ON PLAN SHEET A-1 |
| AND ADD NORTH ARROW TO PLAN SHEET A-1 FOR CLARITY. |
| |
| 10-11. OK |
| |
| 12. [FBC R301.1]THERE IS A BREAK IN CONTINUITY WHERE |
| 6X6 WOOD COLUMN TIES INTO RAISED COLUMN. IT APPEARS |
| THAT THE INCREASED MOMENT CONNECTION SHOULD BE BRACED |
| OR CONTINUED TO THE FOUNDATION. IT APPEARS THAT THE |
| CONNECTOR SPECIFIED, AB66, HAS BEEN DISCONTINUED AS IT |
| IS NO LONGER AVAILABLEON THE SIMPSON STRONGTIE WEBSITE. |
| THE FLORIDA PRODUCT APPROVAL NUMBER IS FOR A 2014 |
| APPROVAL. NOTE THAT SIMPSON'S PREVIOUSLY AVAILABLE |
| DOCUMENTATION FOR THIS CONNECTOR AND THE DOCUMENTATION |
| FOR THE REPLACEMENT CONNECTOR STATE: |
| |
| "POST BASES DO NOT PROVIDE ADEQUATE RESISTANCE TO |
| PREVENT MEMBERS FROM ROTATING ABOUT THE BASE AND |
| THEREFORE ARE NOT RECOMMENDED FOR NON-TOP-SUPPORTED |
| INSTALLATIONS (SUCH AS FENCES OR UNBRACED CARPORTS)." |
| |
| PLEASE CONTACT ME IF YOU DISAGREE AND WISH TO DISCUSS. |
| |
| 13. OK |
| |
| 14. COMMENT PARTIALLY ADDRESSED. |
| THE SOILS REPORT STATES THAT THE BOTTOM OF FOOTER |
| SHOULD BE AT LEAST 18" BELOW GRADE. THE PLAN WAS |
| UPDATED TO SHOW 18" BELOW FINISHED FLOOR THAT ONLY |
| PROVIDES 14" BELOW FINISHED GRADE. PLEASE UPDATE OR |
| PROVIDE LETTER SHOWING ANALYSIS OF HOW PROPOSED DESIGN |
| WILL MEET THE SOILS TEST REPORT. |
| |
| 15-16. OK |
| |
| 17. A) OK |
| B) OK |
| C) CORRECT SHEET S-2 TO MATCH NOA # THAT WAS PROVIDED |
| (NOA 17-0821.190 |
| D) OK |
| |
| 18-19. OK |
| |
| |
| |