| 2008-02-05 16:54:09 | 2004 FBC W/2007 REVISIONS |
| | LEVEL 2 ALTERATION |
| | |
| | DENIED BY BUILDING |
| | |
| | 1) SPECIFY THE LEVEL OF ALTERATION ON THE PLANS. SEE |
| | FBC EXISTING BUILDING CODE CHAPTER 3. |
| | |
| | 2) THE CODE THAT APPLIES TO THIS PROJECT IS THE 2004 |
| | FBC W/2007 REVISIONS. REVISE ON PLAN. |
| | |
| | 3) SPECIFY THE COMPONENT AND CLADDING PRESSURES FOR THE |
| | WINDOW OPENINGS ON THE PLANS. FBC 106.1.2* CITY |
| | AMENDMENT |
| | |
| | 4) THE WIND FBC 106.3* CITY AMENDMENTS PRODUCT |
| | APPROVALS. THOSE PRODUCT WHICH ARE REGULATED BY DCA |
| | RULE 9B-72 SHALL BE REVIEWED AND APPROVED IN WRITING BY |
| | THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR |
| | JURISDICTIONAL APPROVAL. |
| | |
| | 5) THE WINDOW OPENING SIZES SPECIFIED IN NOTE #8 UNDER |
| | SCOPE OF WORK DO NOT CORRESPOND WITH THE SIZES |
| | SPECIFIED ON THE STORM PANEL INSTALLATION SCHEDULE. |
| | PLEASE CORRECT. FBC 106.1.1* CITY AMENDMENT |
| | |
| | 6) SUBMIT TWO COPIES OF PAGES 1 AND 2 OF THE WINDOW |
| | INSTALLATION SCHEDULE. ONLY ONE PAGE WAS ATTACHED TO |
| | EACH PLAN. FBC 106.1* CITY AMENDMENT |
| | |
| | 7) THE STORM PANEL INSTALLATION SCHEDULE IS NOT FILLED |
| | OUT CORRECTLY. THE SHUTTER SPAN IS THE LENGTH OF THE |
| | PANEL. THE CONNECTION TYPES ARE LISTED IN THE NOA (C1, |
| | C2, C3, C4 AND C5). TITEN TAPCONS ARE NOT SPECIFIED IN |
| | THE PRODUCT APPROVAL. SPECIFY THE ANCHOR TYPE FROM THE |
| | ONES LISTED IN THE NOA. SPECIFY IF THE PANELS WILL BE |
| | DIRECT MOUNT OR TRACK MOUNT. SPECIFY THE TRACK TYPE FOR |
| | THE BOTTOM AND TOP. THE MINIMUM GLASS SEPARATION |
| | ALLOWED BY THE NOA IS 3". WINDOW NUMBERS 7 AND 8 ARE |
| | INDICATED WITH 2" SEPARATION ON THE INSTALLATION |
| | SCHEDULE. SEE SHEET 5 OF THE NOA FOR THE TABLES USED TO |
| | DETERMINE ANCHOR SPACING WHICH IS BASED ON WALL TYPE, |
| | ANCHOR TYPE, EDGE DISTANCE, SPAN, PRESSURE AND |
| | CONNECTION TYPE. |
| | |
| | 8) THE ANCHORS SPECIFIED FOR ATTACHING THE STORM PANELS |
| | TO THE INSULATED METAL PANELS AT THE FAMILY ROOM ARE |
| | NOT SPECIFIED IN THE NOA. IN ORDER FOR THE PANELS TO BE |
| | INSTALLED IN THIS MANNER, A SIGNED AND SEALED RATIONAL |
| | ANALYSIS FROM A FLORIDA LICENSED ENGINEER IS REQUIRED. |
| | NOTE: IF THIS METAL STRUCTURE IS NOT DESIGNED TO |
| | WITHSTAND LARGE MISSILEIMPACT AND 140 MPH WINDSPEED, |
| | THE GLAZED OPENINGS BETWEEN THE HOUSE AND THIS ADDITION |
| | MAY BE EXPOSED TO WIND BORNE DEBRIS. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
| | [email protected] |
