| 2015-02-25 18:31:14 | PLAN REVIEW COMMENTS |
| | |
| | 1ST REVIEW: FBC 2010 |
| | ROBERT MCDOUGAL, CBO |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | (561) 805-6714 |
| | [email protected] |
| | |
| | DENIED BY BUILDING |
| | PLEASE ADDRESS THE ITEMS NOTED BELOW: |
| | |
| | 1) FBC 107.2.1 - INFORMATION ON CONSTRUCTION DOCUMENTS. |
| | ALL INFORMATION, DRAWINGS, SPECIFICATIONS AND |
| | ACCOMPANYING DATA SHALL BEAR THE NAME AND SIGNATURE OF |
| | THE PERSON RESPONSIBLE FOR THE DESIGN. |
| | |
| | 2) FBC 107.3.5.3 - PROVIDE WIND DESIGN LOADS PURSUANT |
| | TO FBC-R301.2. |
| | |
| | 3) FBC R301.5 - SPECIFY THE MINIMUM DISTRIBUTED LIVE |
| | LOAD FOR THE DECK ON THE PLANS. |
| | |
| | 4) FBC R301.5 - SPECIFY THE DISTRIBUTED LIVE LOAD FOR |
| | THIS DECK DESIGN ON THE PLANS. |
| | |
| | 5) FBC R301.1 SPECIFY THE SPACING OF THE 4 X 4 POSTS |
| | AND THE 2 X 8 FLOOR JOISTS ON THE PLANS. |
| | |
| | 6) FBC 107.2.1 SPECIFY THE SPECIFIC JOIST HANGERS AND |
| | OTHER CONNECTORS THAT WILL BE USED TO ANCHOR THE DECK |
| | AND PROVIDE A CONTINUOUS LOAD PATH. |
| | |
| | 7) FBC 107.3.4 - PROVIDE TWO SETS OF PRODUCT APPROVALS |
| | FOR THOSE PRODUCTS WHICH ARE REGULATED BY DCA RULE 9N-3 |
| | THAT HAVE BEEN REVIEWED AND APPROVED IN WRITING BY THE |
| | DESIGNER OF RECORD. SPECIFICALLY, PROVIDE STRUCTURAL |
| | CONNECTOR SUBMITTALS. |
| | |
| | 8) FBC 107.2.1 SPECIFY THE SIZE, LENGTH AND NUMBER OF |
| | LAG BOLTS THAT WILL BE USED TO ATTACH THE FLOOR GIRDER |
| | BEAMS AND PERIMETER BANDS TO THE 4 X 4 POSTS. |
| | |
| | 9) FBC R403.1.4 MINIMUM DEPTH. ALL EXTERIOR FOOTINGS |
| | SHALL BE PLACED AT LEAST 12 INCHES (305 MM) BELOW THE |
| | UNDISTURBED GROUND SURFACE. |
| | |
| | 10) SPECIFY THE HEIGHT OF THE DECK ABOVE FINISH GRADE |
| | ON THE PLANS. FBC R312.1 GUARDS SHALL BE LOCATED ALONG |
| | OPEN-SIDED WALKING SURFACES, INCLUDING STAIRS, RAMPS |
| | AND LANDINGS, THAT ARE LOCATED MORE THAN 30 INCHES (762 |
| | MM) MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT |
| | ANY POINT WITHIN 36 INCHES (914 MM) HORIZONTALLY TO THE |
| | EDGE OF THE OPEN SIDE. |
| | |
