| Date |
Text |
| 2017-06-02 17:47:14 | 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 SURFACE WATER DRAINAGE PLAN |
| | THAT SHOWS 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. |
| | |
| | 2) SPECIFY THE REQUIRED SOIL BEARING CAPACITY FOR THE |
| | STRUCTURE ON THE PLANS. FBC R401.2 |
| | |
| | 3) THERE IS A CONFLICT WITH THE CONCRETE STRENGTH OF |
| | THE SLAB. ON SHEET A-3 THE SLAB IS 2500 PSI CONCRETE |
| | AND ON A-2 IT IS 3000 PSI CONCRETE. PLEASE CORRECT. FBC |
| | 107.2.1 |
| | |
| | 4) SPECIFY THE REQUIRED DESIGN LIVE AND DEAD ROOF LOADS |
| | AND ATTIC LOADS ON SHEET A-3 THE PLANS. FBC TABLE |
| | R301.5. |
| | |
| | 5) FBC-R612.7.2.1 REQUIRES WOOD BUCKS TO EXTEND BEYOND |
| | THE INTERIOR FACE OF THE WIDOW OR DOOR FRAME TO PROVIDE |
| | FULL SUPPORT. PLEASE REVISE THE BUCK DETAILS TO SHOW |
| | COMPLIANCE. |
| | |
| | 6) PROVIDE A BUCK DETAIL FOR THE SECTIONAL GARAGE DOOR. |
| | FBC-R301.1 |
| | |
| | 7) SPECIFY THE MAXIMUM SPACING OF THE VERTICAL |
| | REINFORCEMENT IN THE EXTERIOR MASONRY WALLS ON THE |
| | FOUNDATION PLANS ON A-2. FBC-R606.12.3.2 |
| | |
| | 8) THE CONNECTOR SCHEDULE ON SHEET A-3 SPECIFIES (12) - |
| | 10D FASTENERS FOR THE SIMPSON HETAL 20 FOR 1810 |
| | LB.UPLIFT. THE SIMPSON CATALOG REQUIRES (14) - 10D X |
| | 1-1/2" NAILS FOR 1810 LB. UPLIFT. PLEASE CORRECT. FBC |
| | 107.2.1 |
| | |
| | 9) SPECIFY THE SIZE OF THE ATTIC ACCESS ON THE PLANS. |
| | FBC-R807 |
| | |
| | 10) THERE IS A DISCREPANCY WITH THE SIZE AND NUMBER OF |
| | THE ATTIC VENTS IN THE EAVES THAT ARE SHOWN ON THE ROOF |
| | FRAMING PLAN AND THE WALL SECTION ON SHEET A-3. PLEASE |
| | CORRECT. FBC 107.2.1 |
| | |
| | 11) SHOW COMPLIANCE WITH FBC-R315 FOR REQUIRED CARBON |
| | MONOXIDE DETECTORS. |
| | |
| | 12) SHOW COMPLIANCE WITH FBC-R302.5.1 FOR THE DOOR FROM |
| | THE GARAGE INTO THE RESIDENCE. |
| | |
| | 13) THE FLOOR PLAN AND ELEVATIONS SPECIFY SINGLE HUNG |
| | WINDOWS. PRODUCT APPROVALS WERE SUBMITTED FOR |
| | HORIZONTAL SLIDING WINDOWS WITH EGRESS WINDOW WRITTEN |
| | ON THEM. PLEASE REVISE PLANS OR REMOVE CONFLICTING |
| | PRODUCT APPROVALS. REVIEW THE SLEEPING ROOM WINDOWS TO |
| | MAKE SURE THAT THE CLEAR OPENINGS MEET THE EGRESS |
| | REQUIREMENTS OF FBC-R310.1 |
| | |
| | 14) FBC 107.3.4 - PROVIDE TWO SETS OF PRODUCT APPROVALS |
| | THAT HAVE BEEN REVIEWED AND APPROVED IN WRITING BY THE |
| | DESIGNER OF RECORD. |
| | |
| | 15) THE ENERGY CALCULATIONS ARE DONE FOR WORST CASE |
| | WHICH IS USED FOR MASTERED PLANS. WHEN SUBMITTING THE |
| | PERMIT DOCUMENTS FOR A STRUCTURE ON A SPECIFIC LOT, YOU |
| | ARE REQUIRED TO USE THE ACTUAL ORIENTATION OF THE |
| | STRUCTURE FOR THE FORMS AND THE CALCULATIONS. FBC |
| | ENERGY CONSERVATION |
| | |
| | 16) THERE ARE SEVERAL ERRORS ON THE ENERGY |
| | CALCULATIONS. THE OVERHANG SEPARATION IS NOT CORRECT |
| | FOR THE WINDOWS IN THE GABLE END WALLS. THE FRAME WALL |
| | THAT IS ADJACENT TO THE GARAGE IS NOT LISTED. THE ROOF |
| | COVERING IS TILE NOT COMPOSITE SHINGLES. PLEASE REVIEW |
| | THE PLANS AND SITE PLAN THAT WERE SUBMITTED AND CORRECT |
| | THE ENERGY FORMS ACCORDINGLY. FBC ENERGY CONSERVATION |
| | SEC. 101.5.1.1.2 |
| | |
| | 17) THE OWNER/AGENT IS REQUIRED TO SIGN AND DATE THE |
| | ENERGY FORM. FBC ENERGY CONSERVATION SEC. 103.1.1.2 |
| | |
| | 18) IN ORDER TO REDUCE PLAN REVIEW TIME, PLEASE SUBMIT |
| | A RESPONSE LETTER INDICATING HOW EACH OF THE REVIEW |
| | COMMENTS HAS BEEN ADDRESSED. |
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