| 2015-11-06 08:50:43 | PLAN |
| | REVIEW COMMENTS |
| | |
| | 1ST REVIEW: FBC 2010 |
| | ROBERT MCDOUGAL, CBO |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | (561) 805-6714 |
| | [email protected] |
| | |
| | REVISION DENIED BY BUILDING |
| | PLEASE ADDRESS THE ITEMS NOTED BELOW: |
| | |
| | 1) PLANS SHOW WOOD SHEATHING AND STUCCO EXTENDING TO |
| | GRADE. THIS IS NOT ALLOWED BY THE BUILDING CODE. |
| | FBC-R317.1 REQUIRES PROTECTION OF WOOD AND WOOD BASED |
| | PRODUCTS FROM DECAY SHALL BE PROVIDED IN THE FOLLOWING |
| | LOCATIONS BY THE USE OF NATURALLY DURABLE WOOD OR WOOD |
| | THAT IS PRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA U1 |
| | FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE. |
| | PRESERVATIVES SHALL BE LISTED IN SECTION 4 OF AWPA U1. |
| | 5. WOOD SIDING, SHEATHING AND WALL FRAMING ON THE |
| | EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LESS THAN |
| | 6 INCHES (152 MM) FROM THE GROUND OR LESS THAN 2 INCHES |
| | (51 MM) MEASURED VERTICALLY FROM CONCRETE STEPS, PORCH |
| | SLABS, PATIO SLABS, AND SIMILAR HORIZONTAL SURFACES |
| | EXPOSED TO THE WEATHER. |
| | |
| | 2) SHOW COMPLIANCE WITH SECTION R704 INSPECTION FOR |
| | TERMITES. IN ORDER TO PROVIDE FOR INSPECTION FOR |
| | TERMITE INFESTATION, CLEARANCE BETWEEN EXTERIOR WALL |
| | COVERINGS AND FINAL EARTH GRADE ON THE EXTERIOR OF A |
| | BUILDING SHALL NOT BE LESS THAN 6 INCHES (152 MM). |
| | EXCEPTIONS: |
| | 3. A 4-INCH (102 MM) INSPECTION SPACE ABOVE PATIO AND |
| | GARAGE SLABS AND ENTRY AREAS. |
| | |
| | 3) SHOW COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 FOR |
| | THE STUCCO WEEP SCREED THAT IS REQUIRED AT OR BELOW THE |
| | FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS. |
| | |
| | 4) 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. |
| | |
| | 5) SECTIONS 1A AND 2 ON S-43 DO NOT SPECIFY WALL TO |
| | WALL OR TRUSS TO WALL CONNECTORS FOR UPLIFT. THE |
| | SIMPSON HGA10 THAT IS SHOWN IS FOR LATERAL WIND |
| | RESISTANCE. FBC-R301.1 & FBC-R802.1.6.5 |
| | |
| | 6) SPECIFY THE CONNECTORS THAT WILL BE USED TO ANCHOR |
| | THE WOOD FRAME PARAPET WALL TO PROVIDE A CONTINUOUS |
| | LOAD PATH. FBC-R301.1 |
| | |
| | |
