| Date |
Text |
| 2018-01-19 17:09:37 | 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) 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. |
| | |
| | 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. |
| | |
| | 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 |
| | |
| | 4) ON SHEET A-0, THE 2014 FBC RESIDENTIAL SHOULD BE |
| | LISTED WITH THE CODE SUMMARY. FBC-R101.2 |
| | |
| | 5) SHEET S-4 IS MISSING FROM BOTH SETS OF THE PLANS |
| | THAT WERE SUBMITTED. FBC 107.2.1 |
| | |
| | 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. |
| | |
| | 7) A SMOKE ALARM IS REQUIRED ON THE FIRST FLOOR OF THE |
| | DWELLING. FBC-R314.3 |
| | |
| | 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 |
| | |
| | 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). |
| | |
| | 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 |
| | |
| | 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. |
| | |
| | 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. |
| | |
| | 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. |
| | |
| | 15) IN ORDER TO REDUCE PLAN REVIEW TIME, PLEASE SUBMIT |
| | A RESPONSE LETTER INDICATING HOW EACH OF THE REVIEW |
| | COMMENTS HAS BEEN ADDRESSED. |
| | |
| | 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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