| Date |
Text |
| 2007-03-27 17:41:37 | DENIED BY BUILDING (2ND REVIEW) |
| | |
| | 1) ALL OF THE ROOF SHEATHING IS REQUIRED TO BE FASTENED |
| | WITH 8D RING SHANK NAILS. PLEASE REVISED NOTES ON A2 TO |
| | SPECIFY 8D RING SHANK NAILS. |
| | |
| | 2) THE DRAINAGE PLAN IS REQUIRED TO SHOW THAT THE |
| | SURFACE DRAINAGE WILL BE ROUTED TO THE STORM DRAIN OR |
| | OTHER APPROVED COLLECTION POINT AND NOT ONTO ADJACENT |
| | LOTS. |
| | |
| | 3)SHOW COMPLIANCE WITH R310.4 FOR EMERGENCY EGRESS |
| | WHEN STORM PANELS ARE INSTALLED. |
| | R310.4 REQUIRES AT LEAST ONE |
| | MEANS OF ESCAPE FROM A DWELLING WHEN |
| | SHUTTERED FOR IMPACT PROTECTION. THE |
| | MEANS OF ESCAPE SHALL BE WITHIN THE |
| | FIRST FLOOR OF THE DWELLING AND CAN NOT |
| | BE LOCATED IN A GARAGE. OCCUPANTS IN ANY |
| | PART OF THE DWELLING SHALL HAVE ACCESS |
| | TO IT WITHOUT HAVING TO PASS THROUGH A |
| | LOCKABLE DOOR NOT UNDER THEIR CONTROL. |
| | INDICATE HOW COMPLIANCE WILL BE |
| | ACHIEVED. |
| | |
| | 4) THE DESIGN PRESSURE FOR THE SELECTED FIRESTONE |
| | MODIFIED ROOF SYSTEM IS 52.5 PSF, WHICH IS TOO LOW FOR |
| | ROOF ZONES 2 AND 3. SUBMIT RAS 117 CALCULATIONS FOR |
| | INCEASED FASTENER DENSITIES FOR THESE AREAS AS ALLOWED |
| | BY GENERAL LIMITATION NUMBER 7 ON PAGE 34 OF THE NOA. |
| | |
| | 5) GLASS BLOCK INSTALLED WITH MORTAR IN ACCORDANCE WITH |
| | FBC SECTION 2110 IS NOT REQUIRED TO BE PROTECTED WITH |
| | STORM PANELS. |
| | |
| | 6) THE STORM PANEL INSTALLATION SCHEDULE SUBMITTED |
| | CONTAINS SOME ERRORS. THE CALK-IN ANCHORS ARE REQUIRED |
| | TO HAVE A 7/8 " EMBEDMENT, NOT 1/8". THE EDGE DISTANCE |
| | REFERS TO THE SPACE BETWEEN THE EDGE OF THE OPENING AND |
| | THE STORM PANEL ANCHORS. THE FASTENER SPACING IS |
| | RELATED TO THE EDGE DISTANCE. SEE THE ANCHOR SPACING |
| | TABLES IN THE PRODUCT APPROVAL. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
| | |
| | |
