| Date |
Text |
| 2017-12-07 09:01:02 | 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) SUBMIT TWO SETS OF A DRAINAGE PLAN WITH ELEVATIONS |
| | TO SHOW COMPLIANCE WITH FBC-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. |
| | THIS INFORMATION IS REQUIRED ON THE SITE PLAN PER FBC |
| | 107.2.5 SITE PLAN. 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. THE BUILDING OFFICIAL IS |
| | AUTHORIZED TO WAIVE OR MODIFY THE REQUIREMENT FOR A |
| | SITE PLAN WHEN THE APPLICATION FOR PERMIT IS FOR |
| | ALTERATION OR REPAIR OR WHEN OTHERWISE WARRANTED. |
| | |
| | 2) SPECIFY THE SIZE OF THE ATTIC ACCESS ON THE PLANS. |
| | FBC-R807.1 ATTIC ACCESS, 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. |
| | |
| | 3) ON SHEET 4 - 4 OF THE PLANS, THE ROOF FRAMING PLAN |
| | SPECIFIES (2) SIMPSON HETAL 20 ANCHORS FOR THE GIRDER |
| | TRUSS WITH AN UPLIFT OF 3600 LBS. THIS IS NOT CORRECT. |
| | THE SIMPSON CATALOG HAS AN UPLIFT LOAD CAPACITY OF 2700 |
| | LBS. FOR (2) HETA ANCHORS ON A TWO PLY TRUSS. PLEASE |
| | CORRECT. |
| | |
| | |
