| Date |
Text |
| 2015-03-17 11:04:33 | 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: |
| | |
| | 1) PROVIDE STRUCTURAL DETAILS FOR THE PROPOSED PERGOLA |
| | AT THE POOL HOUSE. FBC-R 301.1 |
| | |
| | 2) PROVIDE STRUCTURAL DRAWINGS FOR THE ARCHED BEAMS |
| | THAT SHOW THE STEEL PLACEMENT. FBC 107.2.1 |
| | |
| | 3) IN THE FLAT BEAM SCHEDULE ON SHEET S-21, THERE ARE |
| | TWO FB-1 MARKS LISTED. IT APPEARS THAT THE SECOND ONE |
| | SHOULD BE FB-2. FBC 107.2.1 |
| | |
| | 4) PROVIDE SCUPPER SIZING CALCULATIONS AND SPECIFY THE |
| | SIZES OF THE ROOF SCUPPERS AND OVERFLOW SCUPPERS FOR |
| | THE NEW POOL HOUSE LOW SLOPE ROOF ON THE PLANS. FBC-R |
| | 903.4 |
| | |
| | 5) R318.6 PROTECTION AGAINST DECAY AND TERMITES. |
| | CONDENSATE LINES, IRRIGATION/SPRINKLER SYSTEM RISERS |
| | FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT |
| | LEAST 1 FOOT (305 MM) AWAY FROM THE STRUCTURE SIDEWALL, |
| | WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS OR |
| | SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON |
| | ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152 MM) |
| | HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON |
| | A ROOF ABOVE ANOTHER ROOF. |
| | |
| | 6) SHOW COMPLIANCE WITH FBC 807.1 FOR 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. SEE SECTION |
| | M1305.1.3 FOR ACCESS REQUIREMENTS WHERE MECHANICAL |
| | EQUIPMENT IS LOCATED IN ATTICS. |
| | |
| | 7) ON SHEET S-20, THE INCORRECT EDITIONS OF ACI AND TMS |
| | ARE REFERENCED. THE 2008 EDITIONS ARE THE ONES |
| | REFERENCED IN CHAPTER 43 OF THE 2010 FBC. |
| | |
| | 8) SUBMIT TWO COPIES OF THE EVALUATION REPORT FOR THE |
| | SPRAY FOAM INSULATION THAT WILL BE INSTALLED. FBC-R316 |
| | |
| | 9) 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 |
| | |
| | 10) THE FOLLOWING CONNECTORS DO NOT HAVE THEIR PRODUCT |
| | APPROVAL NUMBERS LISTED ON THE PLANS AND WILL REQUIRE |
| | PRODUCT APPROVALS TO BE SUBMITTED IF THEY ARE NOT |
| | PROVIDED ON THE PLANS: HUS 210, THA 413 AND LTT19. |
| | |
| | 11) SHOP DRAWING SUBMITTALS WILL BE REQUIRED FOR THE |
| | METAL BALCONY GUARDS. FBC-R 312 & R 301.5 |
| | |
| | 12) 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. |
| | |
| | |
| | |
| | |
| | |
