| Date |
Text |
| 2012-07-19 19:14:02 | BUILDING PLAN REVIEW |
| | *******DENIED******* |
| | ROBERT BROWN (561) 805 6652 |
| | E-MAIL: [email protected] |
| | |
| | FBC = FLORIDA BUILDING CODE 2007 |
| | FBC*= FLORIDA BUILD'G CODE (CITY AMEND) |
| | F.S.= FLORIDA (STATE) STATUTE |
| | |
| | COMMENT 3 FROM THE PREVIOUS REVIEW DATED 4/30/12 HAS |
| | NOT BEEN PROPERLY ADDRESSED. |
| | FBC 1609.1 WIND LOADS - THE "MANUFACTURER'S WIND LOAD |
| | TABLE" THAT WAS REFERENCED IN THE DAVID MILLER LETTER |
| | DATED 6/29/12, IS FOR A MULLION SO IT DOES NOT ADDRESS |
| | COMMENT 3 WHICH IS RELATED TO THE SIZE AND WIND LOAD |
| | RESISTANCE OF THE TRANSOM GLASS PANEL. THE NOA THAT WAS |
| | STAMPED AS REVIEWED BY DAVID MILLER ON 3/27/12 IS NOA# |
| | 10-0511.04 AND THE GLASS LOAD CAPACITY TABLE ON SHEET 2 |
| | SHOWS A MAXIMUM DLO WIDTH OF 52-1/4". ONLY ONE GLASS |
| | THICKNESS IS COVERED BY THE NOA AND IT IS 1/4" TEMPERED |
| | GLASS. COMMENT 3 STATES "THE GLASS SIZE IS NOMINAL 72" |
| | X 68" IN THE THE FIELD, WHICH EXCEEDS THE SIZE ON THE |
| | NOA". PLEASE PROVIDE A PRODUCT APPROVAL TO SHOW THAT |
| | THE TRANSOM GLASS PANEL CAN WITHSTAND THE DESIGN WIND |
| | PRESSURE GIVEN THE SIZE AND THICKNESS OF THE GLASS |
| | PANEL USED IN THE FIELD. |
| | |
| | **QUOTE PERMIT# ON ALL CORRESPONDENCE** |
| | |
| | END OF REVIEW COMMENTS |
| | THE CODE REFERENCES GIVE ADDITIONAL INFO |
| | TELEPHONE: (561) 805 6652 ROBERT BROWN |
| | E-MAIL: [email protected] |
