| Date |
Text |
| 2017-01-10 09:41:11 | PLAN |
| | REVIEW COMMENTS |
| | |
| | 1ST REVIEW: FBC FIFTH EDITION (2014) |
| | ROBERT MCDOUGAL, CBO |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | (561) 805-6714 |
| | [email protected] |
| | |
| | REVISION DENIED BY BUILDING |
| | PLEASE ADDRESS THE ITEMS NOTED BELOW: |
| | |
| | 1) SHEETS A-7 AND A-8 WILL NEED TO BE REVISED TO SHOW |
| | THE NEW 17 FT WIDE WINDOW. FBC 107.2.1 |
| | |
| | 2) THE REVISED PLANS SHOW A 17 FT WIDE WINDOW THAT IS |
| | LOCATED BEHIND THE RANGE IN THE KITCHEN. THIS IS |
| | TYPICALLY NOT ALLOWED. M1901.1 CLEARANCES. FREESTANDING |
| | OR BUILT-IN RANGES SHALL HAVE A VERTICAL CLEARANCE |
| | ABOVE THE COOKING TOP OF NOT LESS THAN 30 INCHES (762 |
| | MM) TO UNPROTECTED COMBUSTIBLE MATERIAL. |
| | |
| | 3) THE PRODUCT APPROVAL, NOA NO. 15-0528.26, THAT WAS |
| | SUBMITTED FOR THE FIXED GLASS WINDOWS HAS A MAXIMUM |
| | LONG SIDE OF 144" OR 12 FEET. SUBMIT A PRODUCT APPROVAL |
| | FOR A WINDOW THAT HAS A 17 FT OR MORE LONG SIDE. |
| | ALTERNATELY, BREAK UP THE WINDOW WITH STRUCTURAL |
| | MULLIONS. DCA RULE 9N-3 |
| | |
| | 4) SPECIFY THE BEAM/LINTEL THAT WILL BE USED TO SPAN |
| | THE 17 FT WIDE OPENING FOR THE PROPOSED WINDOW AND |
| | PROVIDE STRUCTURAL DETAILS OF THE BEAM AND COLUMNS FOR |
| | CLARIFICATION. FBC 107.2.1.3 |
| | |
| | 5) THE REVISION TO THE BEAM SCHEDULE IS MARKED #5 ON |
| | SHEET S-2 AND #3 ON SHEET S-3. PLEASE CORRECT. FBC |
| | 107.2.1 |
| | |
| | 6) THE PLANS INDICATE A REVISION TO THE ROOF THAT |
| | ELIMINATES THE ROOF DRAINS AND SLOPES THE ROOF 1/8 INCH |
| | PER FOOT TO THE ROOF EDGES. THE ROOF COVERING MATERIAL |
| | IS SPECIFIED AS MODIFIED BITUMEN AND THE PRODUCT |
| | APPROVAL, FL# 16429-R5, THAT WAS SUBMITTED IS FOR |
| | MODIFIED BITUMEN. CODE REQUIRES A MINIMUM SLOPE OF 1/4 |
| | INCH PER FOOT. FBC-R905.11.1 SLOPE. MODIFIED BITUMEN |
| | MEMBRANE ROOFS SHALL HAVE A DESIGN SLOPE OF A MINIMUM |
| | OF ONE-FOURTH UNIT VERTICAL IN 12 UNITS HORIZONTAL |
| | (2-PERCENT SLOPE) FOR DRAINAGE. |
| | |
| | 7) THIS STRUCTURE DOES NOT HAVE ANY OVERHANGS AND THERE |
| | ARE NO GUTTERS WITH DOWNSPOUTS SHOWN OR SPECIFIED ON |
| | THE DRAWINGS. THE PLANS DO NOT SHOW COMPLIANCE WITH |
| | FBC- R318.5 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. |
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