| Plan Review Notes For Permit 12020431 |
| Permit Number |
12020431 |
|
| Review Stop |
B |
| Sequence Number |
2 |
|
| Notes |
| Date |
Text |
| 2012-04-30 14:39:11 | RATIONAL ANALYSIS AND PRODUCT APPROVAL SUBMITTALS | | | | | | DENIED BY BUILDING | | | | | | 1) THE STRUCTURAL CALCULATIONS FOR ALUMINUM TUBES. | | | | | | A) THE STRUCTURAL CALCULATIONS FOR THE LOAD ON THE | | | ALUMINUM TUBES SHOULD BE 3 FEET PLUS HALF THE WIDTH OF | | | THE SIDELITE. | | | | | | B) THE SPAN IS 14 FEET 6 INCHES. | | | | | | C) THIS WILL INCREASE THE STRESS IN BENDING, BUT SHOULD | | | STILL BE ACCEPTABLE. | | | | | | 2) THE THICKNESS OF THE POST IS NOW SHOWN BUT THE | | | THICKNESS OF THE HORIZONTAL MULLION IS NOT SHOWN. | | | | | | 3) THE GLASS SIZE IS NOMINAL 72" X 68" IN THE FIELD, | | | WHICH EXCEEDS THE SIZE ON THE N.O.A. | | | | | | 4) NEITHER THE PLANS OR CALCULATIONS STATE THE WIND | | | SPEED OR EXPOSURE CATEGORY. | | | | | | 5) SUBMIT TWO COPIES OF THE PRODUCT APPROVALS FOR THE | | | MISSILE IMPACT PROTECTION FIBER PANEL. | | | | | | 6) THE CERTIFICATION LETTER FROM THE STRUCTURAL | | | ENGINEER IS REQUIRED TO HAVE HIS ORIGINAL WET SIGNATURE | | | NOT A PHOTOCOPIED SIGNATURE. | | | | | | 7) THE CERTIFICATION LETTER NEEDS TO STATE THAT THE | | | STRUCTURAL ENGINEER INSPECTED THE INSTALLATION OF THE | | | DOOR. | | | | | | ROBERT MCDOUGAL (FOR ROBERT BROWN) | | | BLDG. PLAN REVIEW | | | (561)805-6714 | | | [email protected] |
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