Date |
Text |
2003-12-15 00:00:00 | DENIED |
| |
| 1) THE WINDOW AND DOOR PRESSURES ON A2 |
| ARE INCORRECT. THE MAXIMUM PRESSURES |
| FOR THE STRUCTURE ARE THE SAME FOR BOTH |
| FLOORS AND ARE BASED ON A TWO STORY |
| STRUCTURE. PLEASE CORRECT. |
| |
| 2) THE NEGATIVE PRESSURE SPECIFIED ON |
| THE PLANS OF -57 PSF EXCEEDS THE |
| NEGATIVE DESIGN PRESSURES OF THE DOORS |
| AND THE 35 SINGLE HUNG WINDOWS. SEE THE |
| PRODUCT APPROVALS. PLEASE CORRECT. |
| NOTE: REVIEW THE SPECIFIED WIND LOAD |
| PRESSURES. THE FBC TABLE 1606.2B FOR A |
| STRUCTURE WITH A MEAN ROOF HEIGHT OF 30' |
| OR LESS WITH EXPOSURE B LISTS THE |
| MAXIMUM PRESSURES AS +35.3 AND -47.2 PSF |
| |
| 3) THE ID MARKS ON THE DOOR SCHEDULE DO |
| NOT CORRESPOND TO THE ID MARKS ON THE |
| PLANS. |
| |
| 4) CHANGE THE WINDOW SIZES ON SHEETS A3 |
| AND P1 TO CORRESPOND WITH A2. |
| |
| 5) THE PRODUCT APPROVALS FOR THE JELD- |
| WEN DOOR, THE SHINGLES AND STORM PANELS |
| HAVE EXPIRED. SUBMIT CURRENT PRODUCT |
| APPROVALS. |
| |
| 6) THE INSTALLATION SCHEDULE FOR THE |
| STORM PANELS HAS ERRORS. PLEASE CORRECT. |
| THE GLAZING IN THE DOORS ARE REQUIRED TO |
| BE SHUTTERED. SPECIFY THE ANCHOR TYPE |
| AND REQUIRED SPACING OF THE ANCHORS AS |
| INDICATED ON THE PRODUCT APPROVAL. |
| |
| 7) THE ORIGINAL WET SIGNATURE AND DATE |
| AS WELL AS THE EMBOSSD SEAL OF THE |
| ENGINEER ARE REQUIRED ON EACH PAGE OF |
| PLANS AND ON ALL DRAWINGS FROM HIM. |
| |
| 8) PLEASE REVIEW THE EAST & WEST |
| ELEVATIONS FOR COMPLIANCE WITH FBC |
| TABLE 600 REQUIREMENTS. THE AREA OF WALL |
| ALLOWED AS OPENINGS IS 20% ON THE EAST |
| SIDE AND 40% ON THE WEST SIDE. THE |
| LARGER EGRESS WINDOWS MAY EXCEED THE |
| ALLOWABLE AREA. SUBMIT YOUR CALCULATIONS |
| FOR THESE TWO ELEVATIONS. |
| |
| ROBERT MCDOUGAL |
| BLDG. PLAN REVIEW |
| (561)805-6714 |