| Date |
Text |
| 2014-11-06 16:08:07 | PLAN REVIEW COMMENTS |
| | |
| | 1ST REVIEW: FBC 2010 |
| | ROBERT MCDOUGAL, CBO |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | (561) 805-6714 |
| | [email protected] |
| | |
| | THE PLANS THAT WERE SUBMITTED APPEAR TO BE UNFINISHED |
| | AND INCOMPLETE. |
| | |
| | PLEASE ADDRESS THE ITEMS NOTED BELOW: |
| | BUILDING |
| | |
| | 1) THE ENGINEER'S SEAL THAT APPEARS ON THE PLANS IS NO |
| | LONGER ACCEPTABLE. THE SEAL WAS CHANGED ON JANURARY 1, |
| | 2006 REQUIRING THE WORD "LICENSE" TO BE USED INSTEAD OF |
| | THE WORD "CERTIFICATE". PLEASE SUBMIT PLANS THAT HAVE A |
| | SEAL THAT IS ACCEPTED BY THE BOARD OF ENGINEERS. FS 471 |
| | |
| | 2) SPECIFY THE DISTANCE FROM THE NEW CARPORT ADDITION |
| | TO THE PROPERTY LINE ON THE PLANS. FBCR 302 AND TABLE |
| | R302.1 REQUIRES A MINIMUM FIRE SEPARATION DISTANCE OF 3 |
| | FEET FOR WALLS AND ROOF OVERHANG PROJECTIONS WITHOUT |
| | FIRE-RESISTANCE RATINGS. |
| | |
| | 3) SPECIFY THE WINDOW TYPES AND DIMENSIONS ON THE |
| | PLANS. |
| | |
| | 4) SPECIFY THE DOOR TYPES AND DIMENSIONS ON THE PLANS. |
| | |
| | 5) 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, |
| | WINDOW, AND DOOR STATE OF FLORIDA OR MIAMI-DADE NOAS. |
| | |
| | 6) FBC-R314.3.1 ALTERATIONS, REPAIRS AND ADDITIONS. |
| | WHEN ALTERATIONS, REPAIRS OR ADDITIONS REQUIRING A |
| | PERMIT OCCUR, OR WHEN ONE OR MORE SLEEPING ROOMS ARE |
| | ADDED OR CREATED IN EXISTING DWELLINGS, THE INDIVIDUAL |
| | DWELLING UNIT SHALL BE EQUIPPED WITH SMOKE ALARMS |
| | LOCATED AS REQUIRED FOR NEW DWELLINGS. |
| | |
| | 7) R315.1 CARBON MONOXIDE PROTECTION. |
| | EVERY SEPARATE BUILDING OR AN ADDITION TO AN EXISTING |
| | BUILDING FOR WHICH A PERMIT FOR NEW CONSTRUCTION IS |
| | ISSUED AND HAVING A FOSSIL-FUEL-BURNING HEATER OR |
| | APPLIANCE, A FIREPLACE, AN ATTACHED GARAGE, OR OTHER |
| | FEATURE, FIXTURE, OR ELEMENT THAT EMITS CARBON MONOXIDE |
| | AS A BYPRODUCT OF COMBUSTION SHALL HAVE AN OPERATIONAL |
| | CARBON MONOXIDE ALARM INSTALLED WITHIN 10 FEET OF EACH |
| | ROOM USED FOR SLEEPING PURPOSES. |
| | |
| | 8) R301.2.1.2 PROTECTION OF OPENINGS. |
| | WINDOWS IN BUILDINGS LOCATED IN WINDBORNE DEBRIS |
| | REGIONS SHALL HAVE GLAZED OPENINGS PROTECTED FROM |
| | WINDBORNE DEBRIS. GLAZED OPENING PROTECTION FOR |
| | WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE |
| | LARGE MISSILE TEST OF ASTM E 1996, ASTM E 1886, SSTD 12 |
| | OR TAS 201, 202 AND 203 OR AAMA 506 REFERENCED THEREIN. |
| | IF GLAZING IN THE WIDOWS AND DOORS IS NOT RATED FOR |
| | LARGE MISSILE IMPACT, THEN SUBMIT TWO COPIES OF PRODUCT |
| | APPROVALS FOR THE IMPACT PROTECTION DEVICES, AN |
| | INSTALLATION SCHEDULE AND A KEY PLAN. |
| | |
| | 9) SPECIFY THE WIND DESIGN DATA INCLUDING THE EXPOSURE |
| | CATEGORY ON THE PLANS. FBCR 301.2.1.1 |
| | |
| | 10) SPECIFY THE COMPONENT & CLADDING PRESSURES FOR THE |
| | WINDOW AND DOORS ON THE PLANS. FBCR 301.2.1 |
| | |
| | 11) PROVIDE COMPLETE STRUCTURAL DRAWINGS AND DETAILS |
| | FOR THE NEW CARPORT TO SHOW THAT IT COMPLIES WITH FBC-R |
| | 301.1. BUILDINGS AND STRUCTURES, AND ALL PARTS THEREOF, |
| | SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, |
| | INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD |
| | LOADS, AND WIND LOADS AS PRESCRIBED BY THIS CODE. THE |
| | CONSTRUCTION OF BUILDINGS AND STRUCTURES IN ACCORDANCE |
| | WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A |
| | SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS |
| | ALL REQUIREMENTS FOR THE TRANSFER OF ALL LOADS FROM |
| | THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING |
| | ELEMENTS TO THE FOUNDATION. SPECIFY THE FOUNDATION AND |
| | SLAB SIZE AND RE-INFORCEMENT, THE COLUMN, BEAM AND |
| | RAFTER SIZES AND TYPE OF WOOD. SPECIFY THE RAFTER |
| | SPACING AND THE ROOF SHEATHING THAT IS REQUIRED. |
| | SPECIFY ALL OF THE ANCHORS, STRAPS, HANGERS AND |
| | FASTENERS THAT WILL BE REQUIRED. FBC 107.2.1 AND |
| | 107.2.1.3 |
| | |
| | 12) 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 TO 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 IN ACCORDANCE WITH |
| | FIGURE R803.2.3.1 WHERE VASD AS DETERMINED IN |
| | ACCORDANCE WITH SECTION R301.2.1.3 IS 130 MPH OR |
| | GREATER. |
| | |
| | 13) SHEET C-1, WHICH IS LISTED IN THE DRAWING INDEX ON |
| | SP-1, IS MISSING FROM THE PLANS. |
| | |
| | 14) 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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