| Date |
Text |
| 2018-02-27 10:30:14 | PLAN |
| | REVIEW COMMENTS |
| | |
| | 1ST REVIEW: FBC SIXTH EDITION (2017) |
| | ROBERT MCDOUGAL, CBO |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | (561) 805-6714 |
| | [email protected] |
| | |
| | DENIED BY BUILDING |
| | PLEASE ADDRESS THE ITEMS NOTED BELOW: |
| | |
| | 1) SHOW COMPLIANCE WITH FBC-R401.3 DRAINAGE. 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. |
| | FBC 107.2.5 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 AND, AS APPLICABLE, |
| | FLOOD HAZARD AREAS, FLOODWAYS, AND DESIGN FLOOD |
| | ELEVATIONS; AND IT SHALL BE DRAWN IN ACCORDANCE WITH AN |
| | ACCURATE BOUNDARY LINE SURVEY. |
| | |
| | 2) SHOW THAT THE DOOR FROM THE GARAGE TO THE DWELLING |
| | COMPLIES WITH FBC-R302.5. |
| | |
| | 3) THE ROOF SLOPE IS SPECIFIED AS 5/12 ON SHEET 2-4 AND |
| | THE TYPICAL WALL SECTION ON SHEET 3-4 HAS 6/12. IN |
| | ORDER TO AVOID CONFUSION, PLEASE COORDINATE THE ROOF |
| | SLOPE. FBC 107.2.1 |
| | |
| | 4) ON SHEET 3-4, THE L-12 LINTEL FOR THE 12 FT. WIDE |
| | SECTIONAL GARAGE DOOR OPENING IS NOT LISTED IN THE |
| | LINTEL SCHEDULE. FBC-R606.10 |
| | |
| | 5) THE ROOF FRAMING PLAN ON SHEET 4-4, SHOWS TWO HETAL |
| | 20 ANCHORS FOR AN UPLIFT OF 3600 LBS. THE 2017 SIMPSON |
| | CATELOG LISTS THE UPLIFT CAPACITY FOR TWO HETAL 20 |
| | ANCHORS IN GFMU (GROUT FILLED MASONRY UNITS) AS 2500 |
| | LBS. PLEASE CORRECT. FBC-R802.11.1.1 |
| | |
| | 6) ENERGY FORM R405-2017 LISTS THE A/C DUCT INSULATION |
| | AS R-8 AND THE MECHANICAL NOTES ON SHEET M-1 SPECIFIES |
| | R-6. PLEASE CLARIFY. FBC 107.2.1 |
| | |
| | 7) THE PRODUCT APPROVAL FOR THE SLIDING GLASS DOOR |
| | (FL15332-R4), HAS A DESIGN PRESSURE OF + AND - 35 PSF |
| | AND THE PLANS REQUIRE +37.8 AND -41.0 PSF. THIS SLIDING |
| | GLASS DOOR IS NOT LARGE MISSILE IMPACT RATED. IT WILL |
| | REQUIRE IMPACT PROTECTION. FBC-R301.2.1 AND R301.2.1.2 |
| | |
| | 8) THE PRODUCT APPROVAL FOR THE CLOPAY SECTIONAL GARAGE |
| | DOOR (FL5678-R3) IS FOR THE 2014 FBC AND (FL5678-R4) |
| | THE ONE FOR THE 2017 FBC IS REQUIRED. THE PLANS REQUIRE |
| | DESIGN PRESSURES OF +37.8 AND - 50.61 PSF AND THE |
| | PRODUCT APPROVAL IS FOR +37 AND -42 PSF, WHICH ARE NOT |
| | ADEQUATE. FBC-R301.2.1 |
| | |
| | 9) THE PRODUCT APPROVAL FOR THE JELD-WEN EXTERIOR DOOR |
| | (FL 11136-R5) IS FOR THE 2014 FBC AND (FL11136-R7) THE |
| | ONE FOR THE 2017 FBC IS REQUIRED. FS CHAPTER 553 |
| | |
| | |
| | |
