| Date |
Text |
| 2016-06-24 17:42:58 | REVIEW COMMENTS |
| | |
| | 2ND REVIEW: FBC FIFTH EDITION (2014) |
| | ROBERT MCDOUGAL, CBO |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | (561) 805-6714 |
| | [email protected] |
| | |
| | DENIED BY BUILDING |
| | PLEASE ADDRESS THE ITEMS NOTED BELOW: |
| | |
| | 1) 2014 FBC ENERGY CONSERVATION SECT. 101.5.1 & 103.1 |
| | THE OWNER OR AGENT IS REQUIRED TO SIGN AND DATE THE |
| | ENERGY FORMS. FBC ENERGY CONSERVATION - SECT. 103.1.1.2 |
| | CODE COMPLIANCE CERTIFICATION. |
| | THE BUILDING'S OWNER, THE OWNER'S ARCHITECT, OR OTHER |
| | AUTHORIZED AGENT LEGALLY DESIGNATED BY THE OWNER SHALL |
| | CERTIFY THAT THE BUILDING IS IN COMPLIANCE WITH THE |
| | CODE, AS PER SECTION 553.907, FLORIDA STATUTES, PRIOR |
| | TO RECEIVING THE PERMIT TO BEGIN CONSTRUCTION OR |
| | RENOVATION. |
| | |
| | 2) IT APPEARS FROM THE FLOOR PLAN THAT THE OPENING TO |
| | THE STAIRS FROM THE FIRST FLOOR ADDITION MAY BE REDUCED |
| | DUE TO THE LOCATION OF THE NEW CONCRETE BLOCK COLUMN |
| | SHOWN ON SHEET 3. THE STAIRWAY IS REQUIRED TO HAVE A |
| | MINIMUM CLEAR WIDTH OF 36 INCHES. SPECIFY THE WIDTH OF |
| | THE EXISTING STAIRS AND THE NEW OPENING ON THE PLANS. |
| | |
| | 3) A CONCRETE CANTILEVER OVERHANG IS SPECIFIED AN PLAN |
| | SHEETS 1 AND 3. PROVIDE STRUCTURAL DETAILS OF THIS |
| | OVERHANG. FBC-R 301.1 THE CONCRETE CANTILEVER DETAIL |
| | THAT WAS PROVIDED ON SHEET 1 IS NOT ADEQUATE. PROVIDE |
| | MORE DETAILED INFORMATION. WHAT IS THE WIDTH OF THE 10" |
| | THICK CONCRETE EYEBROW? SPECIFY THE LENGTH OF THE HOOK |
| | BAR LEG. EVALUATE THE TORSION ON THE DOUBLE U BLOCK TIE |
| | BEAM, ETC. FBC 107.2.1.3 |
| | |
| | 4) SHOW THE LOCATION OF THE ROOF SCUPPERS, COLLECTORS |
| | AND DOWNSPOUTS ON THE ELEVATIONS. FBC-R318.5 PROTECTION |
| | AGAINST DECAY AND TERMITES. |
| | CONDENSATE LINES, IRRIGATION/SPRINKLER SYSTEM RISERS |
| | FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT |
| | LEAST 1 FOOT (305 MM) AWAY FROM THE STRUCTURE SIDEWALL, |
| | WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS OR |
| | SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON |
| | ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152 MM) |
| | HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON |
| | A ROOF ABOVE ANOTHER ROOF. |
| | |
| | 5) THE EXTERIOR WALL SECTION ON SHEET 4 HAS THE |
| | INSULATION ON THE CEILING BELOW THE ATTIC SPACE IN |
| | ORDER TO COMPLY WITH FBC-R806.5 UNVENTED ATTIC AND |
| | UNVENTED ENCLOSED RAFTER ASSEMBLIES, THE INSULATION |
| | WILL NEED TO BE DIRECTLY BELOW THE ROOF SHEATHING. SEE |
| | CONDITION NUMBER 1 BELOW. |
| | |
| | UNVENTED ATTIC ASSEMBLIES (SPACES BETWEEN THE CEILING |
| | JOISTS OF THE TOP STORY AND THE ROOF RAFTERS) AND |
| | UNVENTED ENCLOSED RAFTER ASSEMBLIES (SPACES BETWEEN |
| | CEILINGS THAT ARE APPLIED DIRECTLY TO THE UNDERSIDE OF |
| | ROOF FRAMING MEMBERS/RAFTERS AND THE STRUCTURAL ROOF |
| | SHEATHING AT THE TOP OF THE ROOF FRAMING |
| | MEMBERS/RAFTERS) SHALL BE PERMITTED IF ALL THE |
| | FOLLOWING CONDITIONS ARE MET: |
| | |
| | 1. THE UNVENTED ATTIC SPACE IS COMPLETELY CONTAINED |
| | WITHIN THE BUILDING THERMAL ENVELOPE. |
| | |
| | 2. NO INTERIOR CLASS I VAPOR RETARDERS ARE INSTALLED ON |
| | THE CEILING SIDE (ATTIC FLOOR) OF THE UNVENTED ATTIC |
| | ASSEMBLY OR ON THE CEILING SIDE OF THE UNVENTED |
| | ENCLOSED RAFTER ASSEMBLY. |
| | |
| | 3. WHERE WOOD SHINGLES OR SHAKES ARE USED, A MINIMUM |
| | 1/4- INCH (6 MM) VENTED AIR SPACE SEPARATES THE |
| | SHINGLES OR SHAKES AND THE ROOFING UNDERLAYMENT ABOVE |
| | THE STRUCTURAL SHEATHING. |
| | |
| | 4. IN CLIMATE ZONES 5, 6, 7 AND 8 OF TABLE R301.1 OF |
| | THE FLORIDA BUILDING CODE, ENERGY CONSERVATION, ANY |
| | AIRIMPERMEABLE INSULATION SHALL BE A CLASS II VAPOR |
| | RETARDER, OR SHALL HAVE A CLASS III VAPOR RETARDER |
| | COATING OR COVERING IN DIRECT CONTACT WITH THE |
| | UNDERSIDE OF THE INSULATION. |
| | |
| | 5. EITHER ITEMS 5.1, 5.2 OR 5.3 SHALL BE MET, DEPENDING |
| | ON THE AIR PERMEABILITY OF THE INSULATION DIRECTLY |
| | UNDER THE STRUCTURAL ROOF SHEATHING. |
| | |
| | 5.1. AIR-IMPERMEABLE INSULATION ONLY. INSULATION SHALL |
| | BE APPLIED IN DIRECT CONTACT WITH THE UNDERSIDE OF THE |
| | STRUCTURAL ROOF SHEATHING. |
| | |
| | 5.2. AIR-PERMEABLE INSULATION ONLY. IN ADDITION TO THE |
| | AIR-PERMEABLE INSULATION INSTALLED DIRECTLY BELOW THE |
| | STRUCTURAL SHEATHING, RIGID BOARD OR SHEET INSULATION |
| | SHALL BE INSTALLED DIRECTLY ABOVE THE STRUCTURAL ROOF |
| | SHEATHING AS SPECIFIED IN TABLE R806.5 FOR CONDENSATION |
| | CONTROL. |
| | |
| | 5.3. AIR-IMPERMEABLE AND AIR-PERMEABLE INSULATION. THE |
| | AIR-IMPERMEABLE INSULATION SHALL BE APPLIED IN DIRECT |
| | CONTACT WITH THE UNDERSIDE OF THE STRUCTURAL ROOF |
| | SHEATHING AS SPECIFIED IN TABLE R806.5 FOR CONDENSATION |
| | CONTROL. THE AIR-PERMEABLE INSULATION SHALL BE |
| | INSTALLED DIRECTLY UNDER THE AIR-IMPERMEABLE |
| | INSULATION. |
| | |
| | 5.4. WHERE PREFORMED INSULATION BOARD IS USED AS THE |
| | AIR-IMPERMEABLE INSULATION LAYER, IT SHALL BE SEALED AT |
| | THE PERIMETER OF EACH INDIVIDUAL SHEET INTERIOR SURFACE |
| | TO FORM A CONTINUOUS LAYER. |
| | |
| | 6) ON SHEET 1 AND SHEET 3, THE FIRST FLOOR PLAN |
| | SPECIFIES A FRENCH DOOR AT THE NOOK. THE PRODUCT |
| | APPROVAL THAT WAS SUBMITTED IS FOR A SLIDING GLASS |
| | DOOR. PLEASE SUBMIT FRENCH DOOR PRODUCT APPROVALS. DCA |
| | RULE 9N-3 |
| | |
| | 7) THE PRODUCT APPROVAL THAT WAS SUBMITTED FOR THE US |
| | PLY MODIFIED BITUMEN ROOFING IS FOR CONCRETE DECKS. |
| | SUBMIT TWO SETS OF PRODUCT APPROVALS FOR THE ROOFING |
| | MATERIAL THAT WILL BE USED ON THE PLYWOOD ROOF DECK. |
| | DCA RULE 9N-3 |
| | |
| | |
| | |
