| Date |
Text |
| 2003-12-17 00:00:00 | ****CORRECTIONS****** |
| | |
| | SAMANTHA HILL, BUILDING PLANS EXAMINER |
| | [email protected] |
| | |
| | 1.)SEE CORRECTION LIST DATED 9/16/03. |
| | THE PREVIOUS REVISION HAD BEEN ISSUED |
| | WITH A PROVISO THAT ITEMS #6 AND #7 |
| | AFFECTING SHEETS A4 AND A5 (CONNECTORS) |
| | BE REVISED.THESE ITEMS WERE NOT |
| | ADDRESSED PROPERLY. |
| | |
| | 2.)SEE ITEM #7, THERE ARE STILL |
| | REFERENCES TO "LONG STRAPS".WHICH |
| | STRAPS SHOULD BE USED?SPECIFY A |
| | BRAND AND SPECIFIC CONNECTOR. |
| | |
| | 3.)SEE PREVIOUS LIST, ITEM #6.THE |
| | CONNECTORS' DESIGN UPLIFT EXCEEDS THE |
| | UPLIFT ALLOWED AS PER THE MANUFACTURER. |
| | SEE ATTACHED.FOR USP, USE THE GREY BAR |
| | SHOWING NO STRESS INCREASE FOR STEEL. |
| | FOR MORE INFORMATION, SEE THE USP |
| | CATALOG PP 6-7 IN REGARDS TO FBC1609.4. |
| | |
| | 4.)SEE PREVIOUS LIST, ITEM #6.YOU |
| | HAVE SPECIFIED WOOD-TO-WOOD CONNECTORS |
| | IN A WOOD-TO-MASONRY APPLICATION. EITHER |
| | SPECIFY A DIFFERENT CONNECTOR, SUBMIT |
| | ENGINEERING FROM THE MANUFACTURER |
| | SHOWING THAT THIS CONNECTOR CAN BE |
| | USED AND HAS BEEN TESTED IN THIS |
| | APPLICATION, OR SUBMIT CALCULATIONS |
| | SHOWING THAT THIS CONNECTOR CAN BE |
| | USED IN THIS APPLICATION. |
| | |
| | 5.)ADDITIONAL FEES, $70 (REVISION FEE, |
| | NO FREE RESUB FOR REVISIONS),BZ231391. |
