| Date |
Text |
| 2018-12-06 14:16:56 | ****CORRECTIONS**** |
| | W.P.B. PERMIT: 18100243 |
| | REVIEWED: NOVEMBER 9, 2018 |
| | |
| | DYLAN BATTLES |
| | BUILDING PLANS EXAMINER I |
| | [email protected] |
| | 561-805-6718 |
| | |
| | FBC = FLORIDA BUILDING CODE, 6TH EDITION (2017) |
| | FBC AMENDED = FLORIDA BUILDING CODE,6TH EDITION (2017) |
| | FBC A = FBC ACCESSIBILITY |
| | FBC ENERGY = FBC ENERGY CONSERVATION |
| | FBC R = FBC RESIDENTIAL |
| | |
| | 1. [FBC 107.3.5.3]PROVIDE SEDIMENT CONTROL PLAN TO KEEP |
| | CONSTRUCTION DEBRIS FROM ENTERING ADJACENT PROPERTIES |
| | AND STORM DRAINS DURING CONSTRUCTION. YOU CAN FIND |
| | ENGINEERING STANDARD DETAILS FROM WPB WEBSITE-POLLUTION |
| | CONTROL |
| | HTTP://WWW.WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS |
| | /FORMS,-PERMITS-APPLICATIONS |
| | |
| | 1-2 COMMENT RESPONSE SIAD THAT CONTRACTOR WOULD |
| | PROVIDE. THIS WASN'T PROVIDED AND IT CAN BE A DETAIL ON |
| | THE DRAINAGE PLAN (SEE NEXT COMMENT #2) |
| | |
| | |
| | 2. [FBC 107.5][FBC 110.9][FBC R401.3]PROVIDE SITE |
| | DRAINAGE PLAN. |
| | SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER |
| | CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION THAT |
| | DOES NOT CREATE A HAZARD. LOTS SHALL BE GRADED TO DRAIN |
| | SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE |
| | SHALL FALL A MINIMUM OF 6 INCHES (152 MM) WITHIN THE |
| | FIRST 10 FEET (3048 MM). |
| | EXCEPTION: WHERE LOT LINES, WALLS, SLOPES OR OTHER |
| | PHYSICAL BARRIERS PROHIBIT 6 INCHES (152 MM) OF FALL |
| | WITHIN 10 FEET (3048 MM), DRAINS OR SWALES SHALL BE |
| | CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. |
| | IMPERVIOUS SURFACES WITHIN 10 FEET (3048 MM) OF THE |
| | BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2 |
| | PERCENT AWAY FROM THE BUILDING. |
| | |
| | 2-2 COMMENT RESPONSE SIAD THAT CONTRACTOR WOULD |
| | PROVIDE. THIS WASN'T PROVIDED IN RE-SUBMITTAL AND IT |
| | DOES NEED TO BE PROVIDED PRIOR TO PERMIT ISSUANCE. |
| | CO-ORDINATE DRAINAGE PLAN TO SHOW HOW DRAINAGE WORKS |
| | WITH +8 FEET FINISHED FLOOR, -4 INCHES GRADE BELOW TOP |
| | OF SLAB AND 2% SLOPE TO STORM DRAIN. |
| | ALL DRAINAGE TO BE MAINTAINED WITHIN SITE. |
| | |
| | |
| | 3. OK |
| | |
| | 4. OK |
| | |
| | 5. GUARD RAIL ENGINEERING WILL BE PROVISO. |
| | |
| | 6. OK |
| | |
| | NOTE: |
| | -PLEASE PROVIDE COMMENT RESPONSE SHEET TO EXPLAIN HOW |
| | EACH COMMENT IS BEING ADDRESSED. |
| | -ADDITIONAL COMMENTS MAY BE FORTHCOMING PENDING REVIEW |
| | OF MATERIALS REQUESTED. |
| | -WHEN RESUBMITTING, PROVIDE TWO IDENTICAL COLLATED SETS |
| | OF DOCUMENTS FOR ISSUANCE. OLD SHEETS (BOTH SETS) |
| | SHOULD BE RETAINED IN THE PACKAGE; PLEASE DO NOT |
| | DISCARD ANY DOCUMENTS. THEY SHOULD BE BOUND TOGETHER |
| | SEPARATELY FROM THE TWO ISSUANCE SETS AND MARKED "VOID" |
| | OR "OLD SHEETS". PLEASE DO NOT STAMP THE PLANS VOID AS |
| | APPLICANTS ARE INADVERTENTLY STAMPING SHEETS THAT WE |
| | NEED "VOID", RENDERING THEM NOT USABLE. |
| | |
