| Date |
Text |
| 2019-07-26 14:11:17 | PLAN |
| | REVIEW COMMENTS |
| | |
| | 1ST REVIEW: FBC SIXTH EDITION (2017) |
| | ROBERT MCDOUGAL, CBO |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | (561) 805-6714 |
| | [email protected] |
| | |
| | DENIED BY BUILDING |
| | PLEASE ADDRESS THE ITEMS NOTED BELOW: |
| | |
| | 1) THIS PROJECT IS LOCATED IN A SPECIAL FLOOD HAZARD |
| | AREA "AE" WITH A BASE FLOOD ELEVATION OF 6' BFE NAVD 88 |
| | PLUS A 2' FREEBOARD. BASED ON THE VALUE OF THIS PROJECT |
| | COMBINED WITH IMPROVEMENTS MADE OVER THE LAST FIVE |
| | YEARS, THIS WILL BE A SUBSTANTIAL IMPROVEMENT TO A |
| | PRE-FIRM STRUCTURE. SUBMIT TWO SETS OF A PRE |
| | CONSTRUCTION ELEVATION CERTIFICATE BASED ON THE |
| | CONSTRUCTION DRAWINGS. SHOW HOW THE PROPOSED GARAGE |
| | WILL COMPLY WITH FBC-R322 AND THE CITY OF WEST PALM |
| | BEACH'S FLOOD ORDINANCE. SEE FEMA DOCUMENT P-758 |
| | SUBSTANTIAL IMPROVEMENT/SUBSTANTIAL DAMAGE DESK |
| | REFERENCE FOR GUIDANCE. |
| | |
| | 2) FBC 107.3.4 - PROVIDE TWO SETS OF PRODUCT APPROVALS |
| | FOR THOSE PRODUCTS WHICH ARE REGULATED BY FAC |
| | 61G20-3.001 PER FLORIDA STATUTE 553.842 (5) 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, WINDOWS (GLASS TYPES), STRUCTURAL |
| | MULLIONS AND EXTERIOR DOOR TYPES. |
| | |
| | 3) IN THE ROOF SHEATHING FASTENING TABLE ON SHEET 2.1, |
| | THE 8D NAILS ARE NOT SPECIFIED AS RING SHANK. |
| | FBC-R803.2.3.1 SHEATHING FASTENINGS. |
| | WOOD STRUCTURAL PANEL SHEATHING SHALL BE FASTENED TO |
| | ROOF FRAMING WITH 8D RING-SHANK NAILS AT 6 INCHES ON |
| | CENTER AT EDGES AND 6 INCHES ON CENTER AT INTERMEDIATE |
| | FRAMING. RING-SHANK NAILS SHALL HAVE THE FOLLOWING |
| | MINIMUM DIMENSIONS: |
| | 1. 0.113 INCH NOMINAL SHANK DIAMETER. |
| | 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER. |
| | 3. 16 TO 20 RINGS PER INCH. |
| | 4. 0.280 INCH FULL ROUND HEAD DIAMETER. |
| | 5. 2 INCH NAIL LENGTH. |
| | WHERE ROOF FRAMING WITH A SPECIFIC GRAVITY, 0.42 < G < |
| | 0.49 IS USED, SPACING OF RING-SHANK FASTENERS SHALL BE |
| | 4 INCHES ON CENTER IN NAILING ZONE 3 IN ACCORDANCE WITH |
| | FIGURE R803.2.3.1 WHERE VASD AS DETERMINED IN |
| | ACCORDANCE WITH SECTION R301.2.1.3 IS 130 MPH OR |
| | GREATER. |
| | |
| | 4) FBC-R807.1 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 |
| | AT SOME POINT 30 INCHES (762 MM) 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. |
| | |
| | 5) ON THE WALL SECTION ON SHEET 4.1, THE ROOF MATERIAL |
| | NOTES SPECIFY A METAL ROOF ON 30# FELT OVER 90# FELT |
| | HOT MOPPED. IS THIS CORRECT? PLEASE CLARIFY. FBC |
| | 107.2.1 |
| | |
| | 6) THE WINDOW INFILL DETAIL WILL NEED TO SHOW THE |
| | R-VALUE OF THE WALL INSULATION AS REQUIRED BY FBC |
| | ENERGY CONSERVATION R401. |
| | |
| | 7) THE ROOF ZONE PRESSURES IN THE SCHEDULE APPEAR TO BE |
| | FOR A FLAT ROOF RATHER THAN A 5/12 SLOPED ROOF WHICH IS |
| | THE CASE WITH THIS PROJECT. FBC-R301.2.1 |
| | |
| | 8) WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A |
| | RESPONSE LETTER ADDRESSING EACH ITEM ALONG WITH THE |
| | CITY RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT |
| | CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE |
| | PREVIOUSLY REVIEWED SHEETS AND MARK VOID ON THEM, AND |
| | KEEP THEM WITH THE SUBMITTALS. |
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