| Date |
Text |
| 2017-11-15 15:21:41 | PLAN |
| | 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) THE EXPOSURE CATEGORY FOR THIS STRUCTURE SHOULD BE |
| | "C" RATHER THAN "B". FBC-R301.2.4.3 |
| | |
| | 2) ADJUST THE REQUIRED COMPONENT AND CLADDING PRESSURES |
| | TO REFLECT EXPOSURE "C" AS NECESSARY. FBC-R301.2.1 |
| | |
| | 3) ON SHEET A2 THE FLOOD ZONE IS SPECIFIED AS B. THE |
| | NEW FEMA FLOOD MAPS WERE ADOPTED BY THE CITY OF WEST |
| | PALM BEACH ON OCTOBER 5, 2017. THIS PROJECT FALLS UNDER |
| | THE PURVIEW OF THESE NEWLY ADOPTED MAPS. THEREFORE, THE |
| | FLOOD ZONE FOR THIS PROPERTY IS NOW "X" AND THE |
| | ELEVATIONS SHOULD BE IN NAVD 88 DATUM. |
| | |
| | 4) THE TYPE OF CONSTRUCTION ON SHEET A2 SHOULD BE V-B |
| | FOR THIS STRUCTURE. FBC TABLE 601 |
| | |
| | 5) ON SHEET A2 THE ACI 318, 530 AND 530.1 STANDARDS |
| | SHOULD BE UPDATED TO THE 2011 EDITIONS PER THE |
| | REFERENCED STANDARDS IN CHAPTER 46 OF THE FBC-R. |
| | |
| | 6) PROVIDE TWO SETS OF A SITE DRAINAGE PLAN THAT SHOWS |
| | 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. |
| | |
| | 7) THE FIRST FLOOR PLAN ON SHEET A5 SHOWS AN ATTIC |
| | ACCESS AND AN AIR HANDLER IN THE ATTIC ABOVE THE |
| | GARAGE. THERE IS A SECOND FLOOR ABOVE THE GARAGE. |
| | PLEASE CORRECT. FBC 107.2.1 |
| | |
| | 8) SHOW COMPLIANCE WITH FBC-R 807.1 FOR ATTIC ACCESS. |
| | |
| | 9) SHOW COMPLIANCE WITH FBC-R 318.5 WHICH REQUIRES |
| | GUTTERS WITH DOWNSPOUTS ON ALL BUILDINGS WITH EAVES OF |
| | LESS THAN 6 INCHES OF HORIZONTAL PROJECTION. |
| | |
| | 10) THE ENERGY FORM R405-2014 IS REQUIRED TO HAVE THE |
| | OWNER/AGENTS SIGNATURE. FBC ENERGY CONSERVATION SECTION |
| | R103.1.1.2 |
| | |
| | 11) SPECIFY THE REQUIRED DESIGN PRESSURES FOR THE |
| | SECTIONAL OVERHEAD GARAGE DOOR ON THE PLANS. FBC-R |
| | 301.2.1 |
| | |
| | 12) SPECIFY THE REQUIRED UPLIFT PRESSURES FOR THE FLAT |
| | ROOF, ZONES 1, 2 AND 3 ON THE PLANS. FBC-R 301.2.1 |
| | |
| | 13) THE DOOR FROM THE GARAGE TO THE RESIDENCE IS |
| | REQUIRED TO COMPLY WITH FBC-R 302.5.1 AND BE EQUIPPED |
| | WITH A SELF-CLOSING DEVICE. |
| | |
| | 14) SUBMIT TWO SETS OF THE PRODUCT EVALUATIONS FOR THE |
| | SPRAY FOAM INSULATION. FBC-R 316 |
| | |
| | 15) SUBMIT TWO SETS OF THE MANUFACTURER'S |
| | SPECIFICATIONS AND THE INSTALLATION INSTRUCTIONS FOR |
| | THE BUILT IN GAS BBQ GRILL. FBC 107.2.1 & FBCR-G2404.3 |
| | |
| | 16) SHOP DRAWINGS FOR THE GUARDS AND RAILINGS SHALL BE |
| | SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO THEIR |
| | INSTALLATION. FBC-R 312.1 |
| | |
| | 17) FBC 107.3.4 - PROVIDE TWO SETS OF PRODUCT APPROVALS |
| | FOR THOSE PRODUCTS WHICH ARE REGULATED BY FAC |
| | 61G20-3.001 PER FLORIDA STATUTE 553.842 (5) THAT HAVE |
| | BEEN REVIEWED AND APPROVED IN WRITING BY THE DESIGNER |
| | OF RECORD. PROVIDE TWO COMPLETE PRODUCT APPROVALS WITH |
| | FL OR NOA NUMBERS INCLUDING INSTALLATION INSTRUCTIONS |
| | AND MAXIMUM DESIGN PRESSURES FOR THE STRUCTURAL |
| | MULLIONS, THE "SARASOTA"STORM SHUTTERS, THE SOLID CORE |
| | FLUSH METAL DOOR AND THE HALF LITE METAL OUTSWING DOOR. |
| | |
| | 18) TWO DIFFERENT CERTAINTEED NOAS WERE SUBMITTED FOR |
| | THE MODIFIED ROOF SYSTEMS. IDENTIFY WHERE EACH ONE WILL |
| | BE USED. INDICATE THE SPECIFIC SYSTEM THAT WILL BE |
| | INSTALLED AND THE MAXIMUM DESIGN PRESSURE FOR IT FROM |
| | THE NOA. SUBMIT TWO SETS OF SIGNED AND SEALED RAS 117 |
| | CALCULATIONS FOR ENHANCED FASTENING OF THE PERIMETER |
| | AND CORNER AREAS PER LIMITATION NUMBER 7 OF THE NOA. |
| | FBC 107.2.1 |
| | |
| | 19) THE VALUATION FOR THIS PROJECT HAS BEEN INCREASED |
| | TO $418, 678.00 BASED ON THE LATEST ICC VALUATION DATA. |
| | FBC 109.3 |
| | |
| | 20) IN ORDER TO REDUCE PLAN REVIEW TIME, PLEASE SUBMIT |
| | A RESPONSE LETTER INDICATING HOW EACH OF THE REVIEW |
| | COMMENTS HAS BEEN ADDRESSED. |
| | |
| | |
| | |
