| Date |
Text |
| 2003-07-29 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 03061772 |
| | ADD: 8465 PINE CAY |
| | CONT: TAZ |
| | TEL: (954)340-1744 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | ACTION: DENIED |
| | |
| | 1)1609.4.3 LOAD REDUCTION.TRUSS ANCHORS, |
| | 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, |
| | DETAIL 15 ON SHEET A-5 INDICATE THE |
| | USE OF A SINGLE MEMBER TRUSS WITH A MAX. |
| | UPLIFT OF 3833, THE TWO TA14R + THE MSH2 |
| | 18 COMBINED ARE ONLY GOOD FOR 3560. |
| | |
| | DETAIL 14 THE COMBINED ALLOWABLE UPLIFT |
| | FOR A SINGLE MEMBER UNIT IS 2845, THE |
| | PLANS INDICATE 3215. |
| | |
| | DETAIL 8 THE VALUES HAVE NOT BEEN DE- |
| | CREASED TO ALIGN THEMSELVES WITH THE |
| | FL CODE. RE-EVALUATE.1609.4.3 |
| | |
| | SHEET A-6 TRUSS CONNECTOR SCHEDULE, |
| | RE-EVALUATE TO ALIGN WITH FL. BLDG. CODE |
| | 1609.4.3. |
| | |
| | 2) FL BLD CODE 1606.1.5: COMPONENTS & |
| | CLADDING, PROVIDE 2 COPIES(3 IF THRESH- |
| | OLD OR RESIDENT INSPECTOR) OF PRODUCT |
| | TESTING REPORT, SBCCI OR DADE COUNTY |
| | REPORT ARE ACCEPTED. MISSING REPORTS: |
| | A) FRONT DOOR |
| | B) ROOFING ASSEMBLIES |
| | |
| | 3) CONTRACTOR CONTINUING AT OWN RISK, |
| | NO SEALED COPY OF SOILS REPORT, ONLY A |
| | COPY OF THE PRELIMINARY REPORT HAS BEEN |
| | SUBMITTED.PAGE 9 OF 9,"IT IS IMPORTANT |
| | TO REALIZE THAT THE INFORMATION PROVIDED |
| | IN THIS REPORT IS NOT SUFFICIENT FOR A |
| | FINAL DESIGN OF THE FOUNDATION SYSTEM." |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
