Date |
Text |
2003-10-20 00:00:00 | BUILDING DENIED |
| |
| 1) ENERGY CALCULATIONS ARE REQUIRED TO |
| BE SIGNED AND DATED BY THE OWNER/AGENT. |
| FBC CHAPTER 13. |
| |
| 2) SPECIFY THE ROOF PITCH, MEAN ROOF |
| HEIGHT, HEIGHT OF FLOORS AND CEILINGS |
| ABOVE GRADE ON THE ELEVATIONS. |
| |
| 3) THE PRODUCT APPROVALS SUBMITTED ARE |
| FOR JELD-WEN "GLAZED" EXTERIOR STEEL |
| DOORS.THE SCHEDULE ON THE PLANS SPECIFY |
| STANLEY DOORS W/ ACCEPTANCE #00-0512.09. |
| THE SCHEDULE SPECIFIES ALUMNIUM DOORS. |
| PLEASE REVISE. |
| |
| 4) THE 34 SH WINDOWS SPECIFIED ON THE |
| PLANS DO NOT PROVIDE THE CLEAR OPENING |
| SIZE REQUIRED FOR EMERGENCY ESCAPE AND |
| RESCUE OPENINGS BY FBC 1005.4.4. |
| |
| 5) THE PLANS SPECIFY BINNINGS PAN |
| AMERICAN WINDOWS WITH ACCEPTANCE # |
| 01-0226.04. THE PRODUCT APPROVALS THAT |
| WERE SUBMITTED ARE FOR TRACO WINDOWS. |
| |
| 6) THE SIZES SPECIFIED IN THE SCHEDULE |
| FOR THE 14SH, 1/2 33SH AND 1/2 34SH |
| WINDOWS ARE INCORRECT. PLEASE CORRECT. |
| |
| 7) SUBMIT A KEY PLAN AND INSTALLATION |
| SCHEDULE FOR THE STORM PANELS. INDICATE |
| THE CONNECTOR TYPE & SPACING AND TYPE OF |
| MOUNT THAT WILL BE USED. |
| |
| 8) THE WALL SECTIONS ON A-5 DO NOT |
| SPECIFY A CONCRETE CAP WITH HORIZONTAL |
| REINFORCEMENT OR VERTICAL REINFORCEMENT |
| AND FILLED CELLS TYING THE STEM WALL TO |
| THE FOOTER. A CONTINOUS LOAD PATH FROM |
| THE ROOF TO THE FOOTING IS REQUIRED. |
| SPECIFY ON THE PLAN HOW THE LOAD WILL BE |
| TRANSFERED FROM THE TOP OF THE STEM WALL |
| TO THE FOUNDATION. |
| |
| ROBERT MCDOUGAL |
| BLDG. PLAN REVIEW |
| (561)805-6714 |