| Date |
Text |
| 2012-08-28 15:37:22 | ****CORRECTIONS**** |
| | SAMANTHA HILL, BUILDING PLANS EXAMINER |
| | 561-805-6724 [email protected] |
| | |
| | 1. PROVIDE A COPY OF THE SURVEY FOR THIS PROPERTY AS |
| | WELL AS A SITE PLAN SHOWING LOCATION OF PROPOSED |
| | IMPROVEMENT AND DISTANCE TO PROPERTY LINES, FBC 106, |
| | FBC 2010 RESIDENTIAL 302.1. |
| | |
| | 2. ALL INFORMATION, DRAWINGS, SPECIFICATIONS AND |
| | ACCOMPANYING DATA SHALL BEAR THE NAME AND SIGNATURE OF |
| | THE PERSON RESPONSIBLE FOR THE DESIGN. (SEE ALSO |
| | SECTION 107.3.5). |
| | |
| | 3. FBC 107.2.1.4, PROVIDE A STRUCTURAL ARCHITECTURAL |
| | QUALITY PLAN, DRAWN TO SCALE. SEE ALSO FBC R 301.1. IT |
| | IS NOT CLEAR HOW PROPOSED CONSTRUCTION WILL RESIST |
| | LOADS SUCH AS WIND AND GRAVITY, APPEARS THAT ONLY A |
| | TRUSS END AND A STRAP ARE TO SUPPORT THE NEW ROOF |
| | FRAMING. AS PROPOSED CONSTRUCTION DOES NOT IMPLEMENT |
| | CONSTRUCTION METHODS TYPICAL OF THIS AREA, PROVIDE |
| | CALCULATIONS TO SHOW THAT THE EXISTING TRUSSES AND |
| | PROPOSED NAILINT/STRAP TO TRUSS AND TIE BEAM ARE |
| | ADEQUATE TO RESIST WIND AND GRAVITY LOADS. FBC R |
| | 801.2.1.6.4, ALSO PROVIDE CALCULATIONS TO SHOW THAT |
| | EXISTING TRUSSES CAN PROVIDE THE RESISTANCE TO LOADS |
| | FOR PROPOSED IMPROVEMENT WITHOUT AFFECTING EXISTING |
| | STRUCTURE. |
| | |
| | 4. PLAN TO INCLUDE WIND DESIGN CRITERIA AS WELL AS |
| | DESIGN METHOD, SEE FBC R 301.2.1.1. |
| | |
| | 5. SPECIFY STRAPS AND PROVIDE PRODUCT APPROVAL, |
| | FAC9N-3, FBC RESIDENTIAL 301.1 (WIND). |
| | |
| | 6. SPECIFY ROOF PITCH AND ROOF HEIGHT AT LOWEST POINT, |
| | FBC R |
