| Date |
Text |
| 2020-10-05 12:05:19 | PLAN |
| | REVIEW COMMENTS |
| | |
| | 1ST REVIEW: FBC SIXTH EDITION (2017) |
| | ROBERT MCDOUGAL, CBO |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | (561) 805-6714 |
| | [email protected] |
| | |
| | DENIED BY BUILDING |
| | PLEASE ADDRESS THE ITEMS NOTED BELOW: |
| | |
| | 1) SUBMIT A ROOF DIAGRAM. SPECIFY THE AREA THAT IS TO |
| | BE RE-ROOFED. PROVIDE DIMENSIONS OF THE ROOF AREAS, |
| | ROOF SLOPES AND MEAN ROOF HEIGHT OF THE BUILDING. CITY |
| | AMENDMENTS FBC 107 |
| | |
| | 2) THE ADDRESS OF THE PROJECT AND THE NAME AND |
| | SIGNATURE OF THE PERSON RESPONSIBLE SHALL BE ON THE |
| | DRAWING. CITY AMENDMENTS FBC 107.2.1 |
| | |
| | 3) THE ROOFING SYSTEM THAT IS CIRCLED ON THE PRODUCT |
| | APPROVAL (FL2533-R23) W10 IS FOR A MECHANICALLY |
| | FASTENED ANCHOR SHEET WITH BONDED INSULATION AND BONDED |
| | ROOF COVER SHEET. THE MAXIMUM DESIGN PRESSURE IS LISTED |
| | AS -60.0 PSF. THIS DESIGN PRESSURE IS TO LOW FOR THE |
| | CORNER AND PERIMETER AREAS OF A FLAT ROOF. THE REQUIRED |
| | PRESSURES FOR A FLAT ROOF WITH A 15' ROOF HEIGHT IN |
| | EXPOSURE C WITH A 170 MPH ULTIMATE WIND SPEED IS -63.6 |
| | PSF IN ROOF ZONE 2 (PERIMETER) AND -95.7 PSF IN ROOF |
| | ZONE 3 (CORNERS). IF THE ROOF HEIGHT IS MORE THE |
| | PRESSURES ARE HIGHER. FBC-R 905.1 |
| | |
| | 4) IF THE DESIGN PRESSURE ARE NOT ADEQUATE YOU WILL |
| | NEED TO SUBMIT SIGNED AND SEALED ENHANCED FASTENING |
| | CALCULATIONS, IF THE SYSTEM YOU PROPOSE ALLOWS IT. |
| | FBC-R905.1 |
| | |
| | 5) IT APPEARS THAT MULTIPLE COPIES OF THE SAME PRODUCT |
| | APPROVAL DOCUMENTS WERE SUBMITTED. PLEASE UPLOAD ONLY |
| | ONE COPY FOR EACH PRODUCT. FBC 107 |
| | |
| | 6) THERE IS NO NEED TO SUBMIT ALL OF THE PAGES OF |
| | PRODUCT APPROVAL FL2533-R23. SUBMIT THE FIRST SIX PAGES |
| | WHICH IS THE EVALUATION REPORT AND ONLY THE SYSTEM PAGE |
| | FOR THE SYSTEM YOU ARE PROPOSING TO INSTALL. CITY |
| | AMENDMENTS FBC 107 |
