| Date |
Text |
| 2003-06-16 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 03060285 |
| | ADD: 6611 TRAVELER RD |
| | CONT: INTELLI HOMES |
| | TEL: (561)242-8877 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | ACTION: DENIED |
| | |
| | 1) PROVIDE NOC RECORDED WITH THE CLERK |
| | OF COURT BEFORE A PERMIT CAN BE ISSUED. |
| | |
| | 2) MISSING IMPACT FEE SHEET. |
| | |
| | 3) FL BLD CODE 1804.2.2 QUESTIONABLE |
| | SOILS, WHERE THE BEARING CAPACITY IS |
| | NOT DEFINETLY KNOWN OR IS IN QUESTION. |
| | NO SOILS REPORT PROVIDED, REPORT TO |
| | STATE THE MINIMUM BEARING VALUE. |
| | |
| | 4) 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 REPORT: |
| | A) OVERHEAD GARAGE DOOR |
| | |
| | 5)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. |
| | |
| | 6)A-6 WINDOW BUCK SLID.GLASS DOOR DETAIL |
| | 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. |
| | |
| | 7) SHEET A-2 DETAIL "D", REVISE DETAIL |
| | TO INDICATE BUCKET WITH FLOOR TRUSSES |
| | INTERSECTING AT 45 DEGREES. |
| | |
| | 8) SSHEET S-2 DETAIL #1, HAS FIRE CUT AT |
| | WRONG POSITION. |
| | |
| | 9)SHEET A-5 STUCCO NOTE# 5,CHAP.2504.2.2 |
| | SHALL COMPLY WITH ASTM C-1063. |
| | RIB LATH SPACED @ 4" O.C. (EVERY RIB) |
| | |
| | 10) SHEET A-5 STUCCO NOTE#7 CHAP2504.2.2 |
| | SHALL COMPLY WITH 7.10.1.1 ATTACH ALL |
| | METAL PLASTER BASES TO SUPPORTS AT NO |
| | MORE THAN 7 IN. ALONG SUPPORTS EXCEPT |
| | FOR 3/8" RIB LATH THAT SHALL BE ATTACHED |
| | AT EACH RIB (4"). |
| | |
| | LOOK FOR COMMENTS BY THE OTHER PLAN |
| | REVIEW DISCIPLINES THAT MAY BE WRITTEN |
| | ON THE APPLICATION, PLANS, OR ATTACHED |
| | SEPARATELY. WHEN RESUBMITTING PLANS |
| | PLEASE CLEARLY INDICATE THE REVISION AND |
| | REMOVE AND REPLACE ANY PAGES AS NECESS- |
| | ARY. SUBMIT (1) SET OF OLD DRAWINGS WITH |
| | THE PLANS WHEN RESUBMITTING PLANS. A |
| | TRANSMITTAL LETTER LISTING THE ORIGINAL |
| | REVIEW NUMBER, WITH A DESCRIPTION OF THE |
| | REVISION MADE, IDENTIFYING THE SHEET OR |
| | SPECIFICATION PAGE WHERE THE CHANGES CAN |
| | BE FOUND, WILL HELP TO EXPEDITE YOUR |
| | PERMIT. THANK YOU FOR YOUR ANTICIPATED |
| | COOPERATION. |
| | JIM WITMER |
| | BUILDING PLAN REVIEW |
| | TEL: (561)659-8096 X 8412 |
| | FAX: (561)659-8026 |
