| Date |
Text |
| 2003-06-06 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 03022336 |
| | ADD: 360 GREGORY ROAD |
| | CONT: TREND WEST INC |
| | TEL: (561)358-8817 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | ACTION: REVIEWED/ PROVISO |
| | |
| | 1) 1707.4.4.2 TAPERED BUCKS: |
| | SHALL EXTEND BEYOND THE INTERIOR FACE |
| | OF THE WINDOW OR DOOR FRAME SUCH THAT |
| | FULL SUPPORT OF THE FRAME IS SUPPORTED. |
| | |
| | 2)1609.4.3 LOAD REDUCTION. |
| | WHEN STRUCTURAL EFFECTS DUE TO TWO OR |
| | MORE LOADS IN COMBINATION WITH DEAD LOAD |
| | ARE INVESTIGATED IN LOAD COMBINATIONS OF |
| | 1609.4.1 OR 1609.4.2, THE COMBINED |
| | EFFECTS DUE TO THE TWO OR LOADS MULTI- |
| | PLIED BY 0.75 PLUS EFFECTS DUE TO DEAD |
| | LOADS SHALL NOT BE LESS THAN THE EFFECTS |
| | FROM THE LOAD COMBINATION OF THE DEAD |
| | LOAD PLUS THE LOAD PRODUCING THE LARGEST |
| | EFFECTS. INCREAS IN ALLOWABLE STRESS SPE |
| | CIFIED IN THE MATERIALS SECTIONS OF THIS |
| | CODE OR A REFRENCED STANDARD SHALL NOT |
| | BE USED WITH THESE LOAD COMBINATIONS |
| | EXCEPT THAT A DURATION OF LOAD INCREASE |
| | SHALL BE PERMITTED IN ACCORDANCE WITH |
| | CHAPTER 23. |
| | |
| | RE-EVALUATE TRUSS ANCHOR SCHEDULE BEFORE |
| | FOOR FRAMING INSPECTION.HIGH VALUES FOR: |
| | TA-18R |
| | (2) TA 18R |
| | |
| | 3) ALL OPENINGS TO BE LARGE MISSLE |
| | IMPACT GLAZING, IF CONTRACTOR WISHES TO |
| | USE NON-IMPACT RATED GLAZING STORM |
| | SHUTTERS UNDER A SEPERATE PERMIT WILL |
| | BE REQUIRED BEFORE A CERTIFICATE OF |
| | OCCUPANCY WILL BE ISSUED. |
| | |
| | JIM WITMER |
| | (561) 659-8096 X 8412 |
