| Date |
Text |
| 2014-10-27 10:22:13 | PLAN REVIEW COMMENTS |
| | |
| | 1ST REVIEW: FBC 2010 |
| | ROBERT MCDOUGAL, CBO |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | (561) 805-6714 |
| | [email protected] |
| | |
| | DENIED BY BUILDING |
| | PLEASE ADDRESS THE ITEMS NOTED BELOW: |
| | 1) FBC 107.3.5.3 - PROVIDE WIND DESIGN LOADS/DESIGN |
| | PRESSURES ON THE PLANS PURSUANT TO FBC-R301.2. ( 170 |
| | MPH VASD, EXPOSURE C ) |
| | |
| | 2) THE SITE COLUMN SECTION 3 / A-300 IS SPECIFIED AS |
| | HAVING #5 REINFORCING BARS AT 48 INCHES ON CENTER. |
| | PLEASE CLARIFY. SPECIFY THE NUMBER OF REINFORCED FILLED |
| | CELLS THAT IS REQUIRED IN EACH 16 X 16 INCH SITE WALL |
| | COLUMN. FBC R 301.1 |
| | |
| | 3) SPECIFY THE SPAN, SPECIES AND GRADE OF THE NEW 2 X 8 |
| | RAFTERS SHOWN IN THE WALL SECTION ON SHEET A-300. |
| | R802.2.3 ALLOWABLE RAFTER SPANS. [IRC 802.5] SPANS FOR |
| | RAFTERS SHALL BE IN ACCORDANCE WITH TABLES R802.2.3(1) |
| | THROUGH R802.2.3(2). FOR OTHER GRADES AND SPECIES AND |
| | FOR OTHER LOADING CONDITIONS, REFER TO THE AF&PA SPAN |
| | TABLES FOR JOISTS AND RAFTERS. THE SPAN OF EACH RAFTER |
| | SHALL BE MEASURED ALONG THE HORIZONTAL PROJECTION OF |
| | THE RAFTER. |
| | |
| | 4) FBC R802.2.9.1 UPLIFT RESISTANCE. ROOF ASSEMBLIES |
| | WHICH ARE SUBJECT TO WIND UPLIFT PRESSURES OF 20 POUNDS |
| | PER SQUARE FOOT (960 PA) OR GREATER SHALL HAVE ROOF |
| | RAFTERS OR TRUSSES ATTACHED TO THEIR SUPPORTING WALL |
| | ASSEMBLIES BY CONNECTIONS CAPABLE OF PROVIDING THE |
| | RESISTANCE REQUIRED IN TABLE R802.2.9.1. WIND UPLIFT |
| | PRESSURES SHALL BE DETERMINED USING AN EFFECTIVE WIND |
| | AREA OF 100 SQUARE FEET (9.3 M2) AND ZONE 1 IN TABLE |
| | R301.2(2), AS ADJUSTED FOR HEIGHT AND EXPOSURE PER |
| | TABLE R301.2(3). SPECIFY THE CONNECTORS THAT WILL BE |
| | USED TO ATTACH THE 2 X 8 RAFTERS TO THE EXISTING WALL. |
| | FBC R 318.6 REQUIRES ROOF DOWNSPOUTS TO DISCHARGE AT |
| | LEAST ONE FOOT AWAY FROM THE STRUCTURE SIDEWALL. |
| | |
| | 5) FBC R803.2.3.1 SHEATHING FASTENINGS. WOOD STRUCTURAL |
| | PANEL SHEATHING SHALL BE FASTENED TO ROOF FRAMING WITH |
| | 8D RING-SHANK NAILS AT 6 INCHES ON CENTER AT EDGES AND |
| | 6 INCHES ON CENTER AT INTERMEDIATE FRAMING. RING-SHANK |
| | NAILS SHALL HAVE THE FOLLOWING MINIMUM DIMENSIONS: |
| | 1. 0.113 INCH NOMINAL SHANK DIAMETER |
| | 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER |
| | 3. 16 T O 20 RINGS PER INCH |
| | 4. 0.280 INCH FULL ROUND HEAD DIAMETER |
| | 5. 2 INCH NAIL LENGTH |
| | WHERE ROOF FRAMING WITH A SPECIFIC GRAVITY, 0.42 < G < |
| | 0.49 IS USED, SPACING OF RING-SHANK FASTENERS SHALL BE |
| | 4 INCHES ON CENTER IN NAILING ZONE 3 FOR 130 MPH OR |
| | GREATER DESIGN WIND SPEEDS IN ACCORDANCE WITH FIGURE |
| | R803.2.3.1. |
| | |
| | 6) FBC 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. |
| | FBC R903.4.1 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. |
| | |
| | 7) SPECIFY THE SLOPE OF THE NEW ROOF ON THE PLANS. FBC |
| | R905.9.1 SLOPE. BUILT-UP ROOFS SHALL HAVE A DESIGN |
| | SLOPE OF A MINIMUM OF ONE-FOURTH UNIT VERTICAL IN 12 |
| | UNITS HORIZONTAL (2-PERCENT SLOPE) FOR DRAINAGE, EXCEPT |
| | FOR COAL-TAR BUILT-UP ROOFS, WHICH SHALL HAVE A DESIGN |
| | SLOPE OF A MINIMUM ONE- EIGHTH UNIT VERTICAL IN 12 |
| | UNITS HORIZONTAL (1-PERCENT SLOPE). |
| | R905.11.1 SLOPE. MODIFIED BITUMEN MEMBRANE ROOFS SHALL |
| | HAVE A DESIGN SLOPE OF A MINIMUM OF ONE-FOURTH UNIT |
| | VERTICAL IN 12 UNITS HORIZONTAL (2-PERCENT SLOPE) FOR |
| | DRAINAGE. |
| | |
| | 8) 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. VENTILATING OPENINGS SHALL BE PROVIDED |
| | WITH CORROSION-RESISTANT WIRE MESH, WITH 1/8 INCH (3.2 |
| | MM) MINIMUM TO 1/4 INCH (6 MM) MAXIMUM OPENINGS. |
| | |
| | 9) SPECIFY THE THICKNESS OF THE DRYWALL ON THE CEILING |
| | AND WALLS ON THE PLANS. FBC 107.2.1 & R702.3.7 |
| | |
| | 10) SPECIFY THE WALL INSULATION ON THE PLANS. FBC |
| | 107.2.1 & FBC ENERGY CONSERVATION 101.4.3 |
| | |
| | 11) FBC 107.3.4 - PROVIDE TWO SETS OF PRODUCT APPROVALS |
| | FOR THOSE PRODUCTS WHICH ARE REGULATED BY DCA RULE 9N-3 |
| | THAT HAVE BEEN REVIEWED AND APPROVED IN WRITING BY THE |
| | DESIGNER OF RECORD. SPECIFICALLY, PROVIDE ROOFING AND |
| | RAFTER CONNECTORS NOAS OR FL PRODUCT APPROVALS. |
| | |
| | 12) IN ORDER TO REDUCE PLAN REVIEW TIMES AND PROVIDE |
| | CLARIFICATION, PLEASE SUBMIT A RESPONSE LETTER |
| | INDICATING HOW EACH OF THE REVIEW COMMENTS HAS BEEN |
| | ADDRESSED. |
| | |
| | RESUBMITTAL PROCEDURE |
| | |
| | YOU ARE REQUIRED TO FILL OUT A RESUBMITTAL FORM TO BE |
| | SUBMITTED WITH THE CORRECTED PLANS. |
| | THE PERMIT CLERK WILL RETRIEVE THE DENIED APPLICATION, |
| | PLANS AND OTHER DOCUMENTS FOR YOU. |
| | YOU ARE REQUIRED TO REMOVE THE OLD PLAN SHEETS THAT |
| | HAVE BEEN CORRECTED AND REPLACE THEM WITH THE NEW ONES. |
| | THE CLERK WILL PROVIDE YOU WITH A STAPLE REMOVER AND A |
| | STAPLER. ONE SET OF THE OLD PLAN SHEETS THAT HAVE BEEN |
| | REMOVED SHALL BE MARKED AS VOIDED AND RESUBMITTED ALONG |
| | WITH THE TWO (OR MORE) SETS THAT CONTAIN THE CORRECTED |
| | SHEETS. IF THERE ARE ANY SHEETS THAT HAVE BEEN STAMPED |
| | FOR COUNTY IMPACT FEES, HOA APPROVAL STAMPS OR OTHERS, |
| | RESUBMIT THOSE SHEETS. |
| | IF ALL OF THE PLAN SHEETS HAVE BEEN CORRECTED, THEN TWO |
| | (OR MORE) SETS OF THE NEW PLANS SHALL BE SUBMITTED. |
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