| Date |
Text |
| 2018-07-17 14:43:13 | PLAN |
| | REVIEW COMMENTS |
| | |
| | 1ST REVIEW: FBC SIXTH EDITION (2017) |
| | ROBERT MCDOUGAL, CBO |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | (561) 805-6714 |
| | [email protected] |
| | |
| | DENIED BY BUILDING |
| | PLEASE ADDRESS THE ITEMS NOTED BELOW: |
| | |
| | 1) THE ENERGY FORMS THAT WERE SUBMITTED CONTAIN |
| | NUMEROUS ERRORS. THE BUILDING TYPE HAS USER. THE PLANS |
| | SPECIFY ONLY ONE BEDROOM AND THE FORM LISTS THREE. 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 |
| | |
| | 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. |
| | |
| | 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. |
| | |
| | 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. |
| | |
| | 5) PROVIDE DETAILS FOR THE RELOCATED INTERIOR STAIRS. |
| | FBC-R311.7 STAIRWAYS, R311.7.1 WIDTH, R311.7.5 STAIR |
| | TREADS AND RISERS, R311.7.6 LANDINGS FOR STAIRWAYS, |
| | R311.7.8 HANDRAILS AND R312.1 GUARDS. |
| | |
| | 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. |
| | |
| | 7) UPDATE THE IMPACT GLAZING NOTES ON SHEET S-200 FROM |
| | THE 2014 TO THE 2017 FBC. |
| | |
| | 8) SUBMIT TWO COPIES OF THE PRODUCT EVALUATION REPORT |
| | AND INSTALLATION INSTRUCTIONS FOR THE SPRAY FOAM |
| | INSULATION. FBC-R316 |
| | |
| | 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. |
| | |
| | 10) THE PERMIT VALUATION OF $167,000.00 ON THE |
| | APPLICATION IS LOW BASED ON THE SCOPE OF WORK AND HAS |
| | BEEN ADJUSTED TO $190,533.00. 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. |
| | |
| | 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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