| Date |
Text |
| 2015-11-06 18:28:50 | REVIEW COMMENTS |
| | |
| | 1ST 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) SHOW COMPLIANCE WITH 2014 FBC ENERGY CONSERVATION |
| | SECT. 101.5.1 & 103.1 BY SUBMITTING THE PROPER |
| | CONSTRUCTION DOCUMENTS. SEE RESIDENTIAL BUILDING FORMS |
| | 402 OR 405. |
| | 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 NEW CONCRETE BLOCK WALL. 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. |
| | |
| | 4) A CONCRETE CANTILEVER OVERHANG IS SPECIFIED AN PLAN |
| | SHEETS 1 AND 3. PROVIDE STRUCTURAL DETAILS OF THIS |
| | OVERHANG. FBC-R 301.1 |
| | |
| | 5) 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. |
| | |
| | 6) R903.4 ROOF DRAINAGE. |
| | UNLESS ROOFS ARE SLOPED TO DRAIN OVER ROOF EDGES, ROOF |
| | DRAINS SHALL BE INSTALLED AT EACH LOW POINT OF THE |
| | ROOF. WHERE REQUIRED FOR ROOF DRAINAGE, SCUPPERS SHALL |
| | BE PLACED LEVEL WITH THE ROOF SURFACE IN A WALL OR |
| | PARAPET. THE SCUPPER SHALL BE LOCATED AS DETERMINED BY |
| | THE ROOF SLOPE AND CONTRIBUTING ROOF AREA. |
| | R903.4.1 OVERFLOW DRAINS AND SCUPPERS. |
| | WHEN OTHER MEANS OF DRAINAGE OF OVERFLOW WATER IS NOT |
| | PROVIDED, OVERFLOW SCUPPERS SHALL BE PLACED IN WALLS OR |
| | PARAPETS NOT LESS THAN 2 INCHES (51 MM) NOR MORE THAN 4 |
| | INCHES (102 MM) ABOVE THE FINISHED ROOF COVERING AND |
| | SHALL BE LOCATED AS CLOSE AS PRACTICAL TO REQUIRED |
| | VERTICAL LEADERS OR DOWNSPOUTS OR WALL AND PARAPET |
| | SCUPPERS. AN OVERFLOW SCUPPER SHALL BE SIZED IN |
| | ACCORDANCE WITH THE FLORIDA BUILDING CODE, PLUMBING. |
| | OVERFLOW DRAINS SHALL DISCHARGE TO AN APPROVED LOCATION |
| | AND SHALL NOT BE CONNECTED TO ROOF DRAIN LINES. |
| | |
| | 7) SPECIFY THE ROOF SHEATHING AND FASTENING DETAILS ON |
| | THE PLANS. FBC-R803 |
| | |
| | 8) SHOW COMPLIANCE WITH FBC-R806.1 VENTILATION |
| | REQUIRED. |
| | ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE |
| | CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF |
| | RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE |
| | SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE |
| | ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL |
| | HAVE A LEAST DIMENSION OF 1/16 INCH (1.6 MM) MINIMUM |
| | AND 1/4 INCH (6.4 MM) MAXIMUM. VENTILATION OPENINGS |
| | HAVING A LEAST DIMENSION LARGER THAN 1/4 INCH (6.4 MM) |
| | SHALL BE PROVIDED WITH CORROSION-RESISTANT WIRE CLOTH |
| | SCREENING, HARDWARE CLOTH, OR SIMILAR MATERIAL WITH |
| | OPENINGS HAVING A LEAST DIMENSION OF 1/16 INCH (1.6 MM) |
| | MINIMUM AND 1/4 INCH (6.4 MM) MAXIMUM. OPENINGS IN ROOF |
| | FRAMING MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF |
| | SECTION R802.1.8. REQUIRED VENTILATION OPENINGS SHALL |
| | OPEN DIRECTLY TO THE OUTSIDE AIR. |
| | |
| | 9) THE VERTICAL SPACING OF THE ANCHORS FOR THE (2) 2 X |
| | 8 LEDGERS ON SHEET 4 HAS 4" FROM THE TOP AND ANOTHER 4" |
| | BELOW THAT ONE. THIS WILL NOT WORK SINCE THE LEDGER ARE |
| | 8" WIDE. FBC 107.2.1 |
| | |
| | 10) ON SHEET 1 THE FIRST FLOOR PLAN SPECIFIES A FRENCH |
| | DOOR AT THE NOOK AND ON SHEET 3 IT IS A SLIDING GLASS |
| | DOOR. THE PRODUCT APPROVAL THAT WAS SUBMITTED IS FOR A |
| | SLIDING GLASS DOOR. PLEASE COORDINATE THE PLANS. FBC |
| | 107.2.1 |
| | |
| | 11) THE PRODUCT APPROVAL THAT WAS SUBMITTED FOR THE US |
| | PLY MODIFIED BITUMEN ROOFING IS FOR CONCRETE DECKS. |
| | THIS ADDITION HAS WOOD ROOF TRUSSES AND PROBABLY WOOD |
| | SHEATHING. FBC-R905.11 |
| | |
| | 12) THE VALUATION FOR THE PROJECT HAS BEEN INCREASED |
| | FROM $50,000.00 TO $100,000.00 BASED ON LATEST ICC |
| | VALUATION DATA. FBC 109.3 BUILDING PERMIT VALUATION. |
| | FOR PERMITTING PURPOSES, VALUATION OF BUILDINGS AND |
| | SYSTEMS SHALL BE TOTAL REPLACEMENT VALUE TO INCLUDE |
| | STRUCTURAL, ELECTRIC, PLUMBING, MECHANICAL, INTERIOR |
| | FINISH, RELATIVE SITE WORK, ARCHITECTURAL AND DESIGN |
| | FEES, MARKETING COSTS, OVERHEAD AND PROFIT; EXCLUDING |
| | ONLY LAND VALUE. VALUATION REFERENCES MAY INCLUDE THE |
| | LATEST PUBLISHED DATA OF NATIONAL CONSTRUCTION COST |
| | ANALYSIS SERVICES (MARSHALL-SWIFT, MEANS, ETC.), AS |
| | PUBLISHED BY INTERNATIONAL CODE CONGRESS. FINAL |
| | BUILDING PERMIT VALUATION SHALL BE SET BY THE BUILDING |
| | OFFICIAL. |
| | |
| | |
