Date |
Text |
2003-06-12 00:00:00 | BUILDING PLAN REVIEW |
| PERMIT: 03051030 |
| ADD: 6387 CROWN ISLAND DRIVE |
| CONT: M/I HOMES |
| TEL: (561)471-3440 |
| FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| |
| ACTION: DENIED |
| |
| 1) FL BLD CODE 1804.2.2 QUESTIONABLE |
| SOILS, WHERE THE BEARING CAPACITY IS |
| NOT DEFINETLY KNOWN OR IS IN QUESTION. |
| NO INFORMATION ON SOILS REPORT THE SOILS |
| REPORT WILL INDICATE WHAT THE SAFE MINI- |
| MUM BEARING VALUE WILL BE FOR THE |
| STRUCTURE. |
| |
| 2) PROVIDE STORM PANEL INFORMATION WITH |
| INSTALLATION SCHEDULE AND KEY PLAN WITH |
| SPECIFIC ANCHORS AND MOUNTING TO BE USED |
| FOR ALL NON-IMPACT GLAZING. |
| FBC 1606.1.4. |
| FL BLD CODE 2001 SECTION 103.6, |
| 1606.1.4, 1707.4 & 3401.7.2.4. |
| PROCEDURES: 1(B) A COMPLETE INSTALLATION |
| SCHEDULE SUMMARIZING & IDENTIFYING |
| OPENING SIZES, STORY HEIGHTS, UNIT MARK |
| NUMBERS, UNIT SPANS/WIDTHS, UNIT STORM |
| BAR REINFORCING REQUIREMENTS, WALL PRES- |
| SURE ZONES, SLAT TYPES, ETC., SHALL BE |
| SUBMITTED AT TIME OF PERMIT APPLICATION |
| TO FACILITATE PLAN REVIEW AND PERMIT |
| ISSUANCE. |
| |
| 3)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. |
| |
| 4) 1707.3.1 JOIST HANGERS, FRAMING |
| ANCHORS & SIMILAR DEVICES SHALL BE TEST- |
| ED IN ACCORDANCE W/ ASTM D 1761 & BE |
| LABELED AND LISTED FOR THEIR LOAD CARRY- |
| ING CAPACITY. |
| |
| THE TRUSS CONNECTOR SCHEDULE 3 OF THE 8 |
| CONNECTORS ARE OLD HUGHES CONNECTORS |
| NOT MADE IN OVER 2 YEARS, THE DCT ISUS |
| ING TO HIGH A VALUE SHOULD BE 1330. |
| TA24 IS USED BUT NOT IN SCHEDULE VALUE |
| IS NOT LISTED!HUC? |
| |
| 5) ROOF TRUSS LAYOUT INDICATES 2 LOAD |
| BEARING WALLS, UPLIFT VALUE GIVEN BUT |
| NO TRUSS ANCHOR LISTED. |
| |
| 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 |