2018-01-19 17:09:37 | PLAN |
| REVIEW COMMENTS |
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| 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: |
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| 1) PROVIDE TWO SETS OF DRAINAGE PLANS THAT SHOW |
| 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. |
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| 2) FBC 107.2.5 THE CONSTRUCTION DOCUMENTS SUBMITTED |
| WITH THE APPLICATION FOR PERMIT SHALL BE ACCOMPANIED BY |
| A SITE PLAN SHOWING TO SCALE THE SIZE AND LOCATION OF |
| NEW CONSTRUCTION AND EXISTING STRUCTURES ON THE SITE, |
| DISTANCES FROM LOT LINES, THE ESTABLISHED STREET GRADES |
| AND THE PROPOSED FINISHED GRADES AND, AS APPLICABLE, |
| FLOOD HAZARD AREAS, FLOODWAYS, AND DESIGN FLOOD |
| ELEVATIONS; AND IT SHALL BE DRAWN IN ACCORDANCE WITH AN |
| ACCURATE BOUNDARY LINE SURVEY. IN THE CASE OF |
| DEMOLITION, THE SITE PLAN SHALL SHOW CONSTRUCTION TO BE |
| DEMOLISHED AND THE LOCATION AND SIZE OF EXISTING |
| STRUCTURES AND CONSTRUCTION THAT ARE TO REMAIN ON THE |
| SITE OR PLOT. |
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| 3) ON SHEET A-0, TYPE IV CONSTRUCTION IS SPECIFIED. |
| TYPE IV IS HEAVY TIMBER CONSTRUCTION. THE CORRECT |
| CONSTRUCTION TYPE FOR THIS PROJECT SHOULD BE TYPE V-B. |
| FBC SECTION 602 |
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| 4) ON SHEET A-0, THE 2014 FBC RESIDENTIAL SHOULD BE |
| LISTED WITH THE CODE SUMMARY. FBC-R101.2 |
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| 5) SHEET S-4 IS MISSING FROM BOTH SETS OF THE PLANS |
| THAT WERE SUBMITTED. FBC 107.2.1 |
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| 6) SHOW THAT THE DOOR FROM THE GARAGE TO THE RESIDENCE |
| COMPLIES WITH R302.5.1 OPENING PROTECTION. OPENINGS |
| FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR |
| SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER |
| OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE |
| EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 |
| INCHES (35 MM) IN THICKNESS, SOLID OR HONEY-COMB-CORE |
| STEEL DOORS NOT LESS THAN 13/8 INCHES (35 MM) THICK, OR |
| 20-MINUTE FIRE-RATED DOORS, EQUIPPED WITH A |
| SELF-CLOSING DEVICE. |
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| 7) A SMOKE ALARM IS REQUIRED ON THE FIRST FLOOR OF THE |
| DWELLING. FBC-R314.3 |
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| 8) ON SHEET S-1, SOME OF THE VERTICAL REINFORCING BARS |
| ARE NOT SHOWN ON THE FLOOR PLANS AT EXTERIOR CORNERS |
| AND THE SIDES OF THE WINDOW OPENINGS. FBC-R609.3 |
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| 9) THE STEEL COLUMN SCHEDULE ON S-2 IS MISSING SOME |
| DETAILS. THE WELDS FOR THE BASE AND CAP PLATES AND THE |
| LOCATION AND LENGTH/EMBED DEPTHS OF THE NELSON STUDS. |
| CLARIFY THE ABBREVIATION H.S. FROM THE STEEL COLUMN |
| SCHEDULE. |
| |
| 10) THE INFORMATION IN THE EGRESS WINDOW NOTE ON SHEET |
| A-1 IS NOT CORRECT. R310.1.1 MINIMUM OPENING AREA. ALL |
| EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A |
| MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. |
| EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM |
| NET CLEAR OPENING OF 5 SQUARE FEET. |
| R310.1.2 MINIMUM OPENING HEIGHT. THE MINIMUM NET CLEAR |
| OPENING HEIGHT SHALL BE 24 INCHES (610 MM). |
| R310.1.3 MINIMUM OPENING WIDTH. THE MINIMUM NET CLEAR |
| OPENING WIDTH SHALL BE 20 INCHES (508 MM). |
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| 11) THE ENERGY FORMS CONTAIN ERRORS. THE BUILDER'S NAME |
| IN INCORRECT. THE CONDITION FLOOR AREA DOES NOT MATCH |
| THE PLANS. THE NUMBER OF BEDROOMS DOES NOT MATCH THE |
| PLANS. THE VENT RATIO DOES NOT MATCH THE PLANS. FBC |
| ENERGY CONSERVATION SECTION R101.5.1.1.2 |
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| 12) SHOW COMPLIANCE WITH FBC-RR807.1 ATTIC ACCESS. |
| BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF CONSTRUCTION |
| SHALL HAVE AN ATTIC ACCESS OPENING TO ATTIC AREAS THAT |
| EXCEED 30 SQUARE FEET (2.8 M2) AND HAVE A VERTICAL |
| HEIGHT OF 30 INCHES (762 MM) OR GREATER. THE VERTICAL |
| HEIGHT SHALL BE MEASURED FROM THE TOP OF THE CEILING |
| FRAMING MEMBERS TO THE UNDERSIDE OF THE ROOF FRAMING |
| MEMBERS. THE ROUGH-FRAMED OPENING SHALL NOT BE LESS |
| THAN 22 INCHES BY 30 INCHES (559 MM BY 762 MM) AND |
| SHALL BE LOCATED IN A HALLWAY OR OTHER READILY |
| ACCESSIBLE LOCATION. WHEN LOCATED IN A WALL, THE |
| OPENING SHALL BE A MINIMUM OF 22 INCHES WIDE BY 30 |
| INCHES HIGH. WHEN THE ACCESS IS LOCATED IN A CEILING, |
| MINIMUM UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE SHALL |
| BE AT SOME POINT 30 INCHES (762 MM) ABOVE THE ACCESS |
| MEASURED VERTICALLY FROM THE BOTTOM OF CEILING FRAMING |
| MEMBERS. SEE SECTION M1305.1.3 FOR ACCESS REQUIREMENTS |
| WHERE MECHANICAL EQUIPMENT IS LOCATED IN ATTICS. |
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| 13) 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, UPPER ROOF VENTS, WINDOW/GLASS |
| TYPES, PRECAST LINTELS AND EXTERIOR DOOR TYPES. |
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| 14) 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. THE |
| VALUATION HAS BEEN ADJUSTED BASED ON THE CURRENT ICC |
| VALUATION DATA. |
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| 15) 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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| RE-SUBMITTAL PROCEDURE |
| YOU ARE REQUIRED TO FILL OUT A RE-SUBMITTAL FORM TO BE |
| SUBMITTED WITH THE CORRECTED PLANS AND/OR OTHER |
| DOCUMENTS. 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 AND ANY OTHER DOCUMENTS |
| SHALL BE SUBMITTED. |
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