2018-07-18 09:12:00 | PLAN |
| REVIEW COMMENTS |
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| 1ST REVIEW: FBC SIXTH EDITION (2017) |
| ROBERT MCDOUGAL, CBO |
| COMMERCIAL COMBINATION PLANS EXAMINER |
| (561) 805-6714 |
| [email protected] |
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| DENIED BY BUILDING |
| PLEASE ADDRESS THE ITEMS NOTED BELOW: |
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| 1) THE ENERGY FORMS THAT WERE SUBMITTED CONTAIN |
| NUMEROUS ERRORS. THE BUILDING TYPE HAS USER. THE FORM |
| SPECIFIES THIS AS NEW AND IT IS EXISTING. THIS DWELLING |
| HAS A CRAWL SPACE AND THE FORM LISTS SLAB ON GRADE. THE |
| PLANS SPECIFY AN UNVENTED ATTIC WITH SPRAY FOAM |
| INSULATION AND THE FORM HAS A VENTED ATTIC WITH BLOWN |
| INSULATION. THE PLANS SPECIFY A WHITE ASPHALT SHINGLE |
| ROOF AND THE FORM LISTS A GRAVEL ROOF. PLEASE CORRELATE |
| THE FORMS WITH THE PLANS. FBC 107.2.1 |
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| 2) SHOW COMPLIANCE WITH FBC-R408.1 VENTILATION. THE |
| UNDER-FLOOR SPACE BETWEEN THE BOTTOM OF THE FLOOR |
| JOISTS AND THE EARTH UNDER ANY BUILDING (EXCEPT SPACE |
| OCCUPIED BY A BASEMENT) SHALL HAVE VENTILATION OPENINGS |
| THROUGH FOUNDATION WALLS OR EXTERIOR WALLS. THE MINIMUM |
| NET AREA OF VENTILATION OPENINGS SHALL BE NOT LESS THAN |
| 1 SQUARE FOOT FOR EACH 150 SQUARE FEET OF UNDER-FLOOR |
| SPACE AREA, UNLESS THE GROUND SURFACE IS COVERED BY A |
| CLASS 1 VAPOR RETARDER MATERIAL. WHERE A CLASS 1 VAPOR |
| RETARDER MATERIAL IS USED, THE MINIMUM NET AREA OF |
| VENTILATION OPENINGS SHALL BE NOT LESS THAN 1 SQUARE |
| FOOT FOR EACH 1,500 SQUARE FEET OF UNDER-FLOOR SPACE |
| AREA. ONE SUCH VENTILATING OPENING SHALL BE WITHIN 3 |
| FEET OF EACH CORNER OF THE BUILDING. |
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| 3) SHOW COMPLIANCE WITH FBC-R408.4 ACCESS. ACCESS SHALL |
| BE PROVIDED TO ALL UNDER-FLOOR SPACES. ACCESS OPENINGS |
| THROUGH THE FLOOR SHALL BE A MINIMUM OF 18 INCHES BY 24 |
| INCHES. OPENINGS THROUGH A PERIMETER WALL SHALL BE NOT |
| LESS THAN 16 INCHES BY 24 INCHES. WHERE ANY PORTION OF |
| THE THROUGH-WALL ACCESS IS BELOW GRADE, AN AREAWAY NOT |
| LESS THAN 16 INCHES BY 24 INCHES SHALL BE PROVIDED. THE |
| BOTTOM OF THE AREAWAY SHALL BE BELOW THE THRESHOLD OF |
| THE ACCESS OPENING. THROUGH WALL ACCESS OPENINGS SHALL |
| NOT BE LOCATED UNDER A DOOR TO THE RESIDENCE. SEE |
| SECTION M1305.1.4 FOR ACCESS REQUIREMENTS WHERE |
| MECHANICAL EQUIPMENT IS LOCATED UNDER FLOORS. |
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| 4) SHOW COMPLIANCE WITH FBC-R318.7 INSPECTION FOR |
| TERMITES. IN ORDER TO PROVIDE FOR INSPECTION FOR |
| TERMITE INFESTATION, CLEARANCE BETWEEN EXTERIOR WALL |
| COVERINGS AND FINAL EARTH GRADE ON THE EXTERIOR OF A |
| BUILDING SHALL NOT BE LESS THAN 6 INCHES. |
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| 5) SHOW THAT THE NEW SLAB ON GRADE FOUNDATION FOR THE |
| SHED COMPLIES WITH FBC-R404.1.6 HEIGHT ABOVE FINISHED |
| GRADE. CONCRETE AND MASONRY FOUNDATION WALLS SHALL |
| EXTEND ABOVE THE FINISHED GRADE ADJACENT TO THE |
| FOUNDATION AT ALL POINTS A MINIMUM OF 4 INCHES (102 MM) |
| WHERE MASONRY VENEER IS USED AND A MINIMUM OF 6 INCHES |
| (152 MM) ELSEWHERE. |
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| 6) SHOW COMPLIANCE WITH FBC-R803.2.3.1 SHEATHING |
| FASTENINGS. WOOD STRUCTURAL PANEL SHEATHING SHALL BE |
| FASTENED TO ROOF FRAMING WITH RSRS-01 (2 3/8" X 0.113") |
| NAILS AT 6 INCHES ON CENTER AT EDGES AND 6 INCHES ON |
| CENTER AT INTERMEDIATE FRAMING, UNLESS ROOF DIAPHRAGM |
| DESIGN REQUIRES A CLOSER SPACING. RSRS-01 IS RING SHANK |
| ROOF SHEATHING NAIL MEETING THE SPECIFICATIONS IN ASTM |
| F1667. |
| WHERE ROOF FRAMING WITH A SPECIFIC GRAVITY, 0.42 < OR = |
| 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 VULT IS 165 MPH OR |
| GREATER. |
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| 7) UPDATE THE IMPACT GLAZING NOTES ON SHEET S-200 FROM |
| THE 2014 TO THE 2017 FBC. |
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| 8) SUBMIT TWO COPIES OF THE PRODUCT EVALUATION REPORT |
| AND INSTALLATION INSTRUCTIONS FOR THE SPRAY FOAM |
| INSULATION. FBC-R316 |
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| 9) 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 EACH OF THE DIFFERENT |
| ROOFING MATERIALS, WINDOW(GLASS TYPES), STRUCTURAL |
| MULLIONS AND EXTERIOR DOOR TYPES. |
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| 10) THE PERMIT VALUATION OF $167,000.00 ON THE |
| APPLICATION IS LOW BASED ON THE SCOPE OF WORK AND HAS |
| BEEN ADJUSTED TO $202,606.00. 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. |
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| 11) IN ORDER TO REDUCE PLAN REVIEW TIME, PLEASE SUBMIT |
| A RESPONSE LETTER INDICATING HOW EACH OF THE REVIEW |
| COMMENTS HAS BEEN ADDRESSED. |
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