| Date |
Text |
| 2015-08-04 14:58:37 | PLAN |
| | REVIEW COMMENTS |
| | |
| | 1ST REVIEW: FBC 2010 |
| | ROBERT MCDOUGAL, CBO |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | (561) 805-6714 |
| | [email protected] |
| | |
| | DENIED BY BUILDING |
| | PLEASE ADDRESS THE ITEMS NOTED BELOW: |
| | THESE PLANS HAVE BEEN REVIEWED AS A SINGLE FAMILY |
| | RESIDENCE. ADDITIONAL COMMENTS WILL RESULT IF THIS IS |
| | MEANT TO BE A TWO FAMILY DWELLING. |
| | |
| | 1) PROVIDE A DRAINAGE PLAN THAT SHOWS COMPLIANCE WITH |
| | R401.3. |
| | 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) THE OCCUPANCY TYPE FOR ONE AND TWO FAMILY DWELLINGS |
| | IS R-3, NOT R-2 AS SPECIFIED ON SHEET A-1. FBC 310.1 |
| | |
| | 3) THE MINIMUM CONSTRUCTION TYPE FOR THIS STRUCTURE IS |
| | TYPE V-B. THE SECOND FLOOR EXTERIOR WALLS ARE WOOD |
| | FRAME, THEREFORE IT IS NOT TYPE II CONSTRUCTION PER FBC |
| | 602.2. |
| | 602.1.1 MINIMUM REQUIREMENTS. A BUILDING OR PORTION |
| | THEREOF SHALL NOT BE REQUIRED TO CONFORM TO THE DETAILS |
| | OF A TYPE OF CONSTRUCTION HIGHER THAN THAT TYPE WHICH |
| | MEETS THE MINIMUM REQUIREMENTS BASED ON OCCUPANCY EVEN |
| | THOUGH CERTAIN FEATURES OF SUCH A BUILDING ACTUALLY |
| | CONFORM TO A HIGHER TYPE OF CONSTRUCTION. |
| | |
| | 4) THE 2010 REFERENCES THE 2009 EDITION OF NFPA 101. |
| | THE 2012 EDITION IS SPECIFIED ON SHEET A-1. |
| | |
| | 5) THE DOOR FROM THE GARAGE TO THE FOYER IS REQUIRED TO |
| | COMPLY WITH FBC-R 302.5.1. |
| | |
| | 6) THE DOORS FROM THE GARAGE TO THE CONDITIONED STORAGE |
| | CLOSETS ARE REQUIRED TO COMPLY WITH FBC ENERGY |
| | CONSERVATION FOR THERMAL ENVELOPE REQUIREMENTS AND |
| | TABLE 402.1.1. |
| | |
| | 7) THE GARAGE IS REQUIRED TO COMPLY WITH FBC-R 302.6 |
| | DWELLING/GARAGE FIRE SEPARATION. |
| | THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE |
| | R302.6. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH |
| | SECTION R302.5. THIS PROVISION DOES NOT APPLY TO GARAGE |
| | WALLS THAT ARE PERPENDICULAR TO THE ADJACENT DWELLING |
| | UNIT WALL. |
| | TABLE R302.6 DWELLING/GARAGE SEPARATION |
| | SEPARATION -MATERIAL |
| | FROM THE RESIDENCE AND ATTICS- NOT LESS THAN 1/2-INCH |
| | GYPSUM BOARD OR EQUIVALENT APPLIED TO THE |
| | GARAGE SIDE |
| | FROM ALL HABITABLE ROOMS ABOVE THE GARAGE - NOT LESS |
| | THAN 5/8-INCH TYPE X GYPSUM BOARD OR EQUIVALENT |
| | STRUCTURE(S) SUPPORTING FLOOR/CEILING ASSEMBLIES USED |
| | FOR SEPARATION REQUIRED BY THIS SECTION - NOT LESS THAN |
| | 1/2-INCH GYPSUM BOARD OR EQUIVALENT |
| | |
| | 8) SHOW COMPLIANCE WITH FBC-R806.4 UNVENTED ATTIC |
| | ASSEMBLIES. UNVENTED ATTIC ASSEMBLIES (SPACES BETWEEN |
| | THE CEILING JOISTS OF THE TOP STORY AND THE ROOF |
| | RAFTERS) SHALL BE PERMITTED IF ALL THE FOLLOWING |
| | CONDITIONS ARE MET: |
| | 1. THE UNVENTED ATTIC SPACE IS COMPLETELY CONTAINED |
| | WITHIN THE BUILDING THERMAL ENVELOPE. |
| | 2. NO INTERIOR VAPOR RETARDERS ARE INSTALLED ON THE |
| | CEILING SIDE (ATTIC FLOOR) OF THE UNVENTED ATTIC |
| | ASSEMBLY. |
| | 3. WHERE WOOD SHINGLES OR SHAKES ARE USED, A MINIMUM |
| | 1/4 INCH (6 MM) VENTED AIR SPACE SEPARATES THE SHINGLES |
| | OR SHAKES AND THE ROOFING UNDERLAYMENT ABOVE THE |
| | STRUCTURAL SHEATHING. |
| | 4. EITHER ITEMS 4.1, 4.2 OR 4.3 SHALL BE MET, DEPENDING |
| | ON THE AIR PERMEABILITY OF THE INSULATION DIRECTLY |
| | UNDER THE STRUCTURAL ROOF SHEATHING. |
| | 4.1 AIR-IMPERMEABLE INSULATION ONLY. INSULATION SHALL |
| | BE APPLIED IN DIRECT CONTACT WITH THE UNDERSIDE OF THE |
| | STRUCTURAL ROOF SHEATHING. |
| | 4.2 AIR-PERMEABLE INSULATION ONLY. IN ADDITION TO THE |
| | AIR-PERMEABLE INSTALLED DIRECTLY BELOW THE STRUCTURAL |
| | SHEATHING, RIGID BOARD OR SHEET INSULATION SHALL BE |
| | INSTALLED DIRECTLY ABOVE THE STRUCTURAL ROOF SHEATHING |
| | AS SPECIFIED IN TABLE R806.4 FOR CONDENSATION CONTROL. |
| | 4.3 AIR-IMPERMEABLE AND AIR-PERMEABLE INSULATION. THE |
| | AIR-IMPERMEABLE INSULATION SHALL BE APPLIED IN DIRECT |
| | CONTACT WITH THE UNDERSIDE OF THE STRUCTURAL ROOF |
| | SHEATHING AS SPECIFIED IN TABLE R806.4 FOR CONDENSATION |
| | CONTROL. THE AIR-PERMEABLE INSULATION SHALL BE |
| | INSTALLED DIRECTLY UNDER THE AIR-IMPERMEABLE |
| | INSULATION. |
| | |
| | 9) SHOW COMPLIANCE WITH FBC-R807.1 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 30 INCHES (762 MM) AT SOME POINT ABOVE THE ACCESS |
| | MEASURED VERTICALLY FROM THE BOTTOM OF CEILING FRAMING |
| | MEMBERS. |
| | |
| | 10) THE OUT-SWING DOOR TO THE GARAGE IS NOT SHOWN ON |
| | THE WEST ELEVATION DRAWING. FBC 107.2.1 |
| | |
| | 11) SHOW COMPLIANCE WITH FBC-R 311.3 FOR THE REQUIRED |
| | LANDING ON THE EXTERIOR AT THE 3-8 X 6-8 OUT-SWING |
| | GARAGE DOOR. |
| | |
| | 12) SPECIFY THE HEIGHT AND OPENING LIMITATIONS FOR THE |
| | GUARDS AT THE SECOND FLOOR COVERED PORCH AND THE |
| | INTERIOR STAIR WELL. FBC-R 312.2 & R312.3 |
| | |
| | 13) SPECIFY THE MAXIMUM RISER HEIGHT AND MINIMUM TREAD |
| | DEPTH FOR THE STAIRS ON THE PLANS. FBC-R 311.7.4.1 & |
| | 311.7.4.2 |
| | |
| | 14) FBC 107.3.4 - PROVIDE TWO SETS OF PRODUCT APPROVALS |
| | FOR THOSE PRODUCTS WHICH ARE REGULATED BY DCA RULE 9N-3 |
| | 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. |
| | -THE FOLLOWING IS A LINK TO THE MIAMI - DADE PRODUCT |
| | APPROVAL WEBSITE. |
| | HTTP://WWW.MIAMIDADE.GOV/BUILDING/PC-SEARCH_APP.ASP |
| | -THE FOLLOWING IS A LINK TO THE FLORIDA PRODUCT |
| | APPROVAL WEBSITE. |
| | HTTPS://FLORIDABUILDING.ORG/PR/PR_APP_SRCH.ASPX |
| | |
| | 15) THE VALUE OF THE WORK HAS BEEN INCREASED FROM |
| | $187,000.00 TO $356,930.00 BASED ON THE LATEST ICC |
| | BUILDING VALUATION DATA. FBC 109.3 |
| | |
| | 16) IN ORDER TO REDUCE PLAN REVIEW TIMES AND PROVIDE |
| | CLARIFICATION, PLEASE SUBMIT A RESPONSE LETTER |
| | INDICATING HOW EACH OF THE REVIEW COMMENTS HAS BEEN |
| | ADDRESSED. |
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