| Date |
Text |
| 2002-07-11 00:00:00 | BUILDING DENIED |
| | |
| | 1) A RECORDED COPY OF THE NOTICE OF |
| | COMMENCEMENT MUST BE SUBMITTED BEFORE A |
| | PERMIT CAN BE ISSUED. |
| | |
| | 2) THE UNIT NUMBERS ON THE STORM PANEL |
| | INSTALLATION ARE NOT TIED TO THE KEY |
| | PLAN. PLEASE NUMBER THE OPENINGS ON THE |
| | KEY PLAN TO CORRESPOND WITH THE UNIT |
| | NUMBERS ON THE SCHEDULE. |
| | |
| | 3) THE STORM PANEL ANCHOR TABLE ON SHEET |
| | 3 OF THE PRODUCT APPROVAL REQUIRES A |
| | MINIMUM OF 3320 PSI CONCRETE FOR TAPCONS |
| | AND 1598 PSI CONCRETE BLOCK FOR TAPCONS |
| | OR RAWL CALK-IN ANCHORS. THE PLANS |
| | SPECIFY 3000 PSI CONCRETE AND 1000 PSI |
| | MASONRY UNITS ON SHEET 2. PLEASE REVISE. |
| | |
| | 4) PROVIDE A ROOF NAILING SCHEDULE. |
| | INDICATE THE FASTENING REQUIREMENTS FOR |
| | ZONES 1,2,AND 3. SEE TABLE 2306.1 OF |
| | CITY AMENDMENTS TO THE 2001 FBC. |
| | |
| | 5) THE ROOF CHART ON SHEET 6 LISTS THE |
| | MAXIMUM PRESSURES FOR COMPONENTS AND |
| | CLADDING AS + 20.3 AND - 68.1. |
| | |
| | A) THE NEGATIVE DESIGN PRESSURES LISTED |
| | IN THE PRODUCT APPROVALS FOR SEVERAL OF |
| | THE SINGLE HUNG WINDOW SIZES ARE |
| | EXCEEDED. |
| | |
| | B) THE NEGATIVE DESIGN PRESSURE FOR THE |
| | FRONT DOOR IS ALSO EXCEEDED. |
| | |
| | C) THE 1/2 ROUND FIXED GLASS WINDOWS |
| | WILL BE REQUIRED TO BE TEMPERED GLASS IN |
| | ORDER TO WITHSTAND THE WINDLOAD |
| | PRESSURES GIVEN ON THE PLANS. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)659-8096 EXT.8202 |
