| Plan Review Notes For Permit 09020361 |
| Permit Number |
09020361 |
|
| Review Stop |
B |
| Sequence Number |
1 |
|
| Notes |
| Date |
Text |
| 2009-02-24 09:57:38 | 2004 FBC W/2007 REVISIONS | | | INSTALL (5) ACCORDION SHUTTERS | | | | | | DENIED BY BUILDING | | | | | | 1) SUBMIT TWO COPIES OF SIGNED SEALED AND DATED | | | COMPONENT AND CLADDING WINDLOAD CALCULATIONS FROM A | | | FLORIDA LICENSED ENGINEER FOR THE ACCORDION SHUTTERS. | | | FS471 | | | | | | 2) SUBMIT TWO COPIES OF THE OPENING PROTECTION | | | INSTALLATION SCHEDULE. | | | | | | 3) THE CONNECTION TYPE (A,D) THAT IS SPECIFIED ON THE | | | SCHEDULE FOR OPENINGS 1 AND 3 WHICH HAVE WOOD | | | SUBSTRATES ARE INCORRECT. MOUNTINGS 'A' AND 'D' REQUIRE | | | POURED CONCRETE OR CONCRETE BLOCK SUBSTRATE. FOR WOOD | | | SUBSTRATE SEE THE TABLES ON PAGES 16 AND 17 AND THE | | | MOUNTINGS ON PAGES 18 AND 19 OF THE PRODUCT APPROVAL. | | | | | | 4) SEE THE EDGE DISTANCE REQUIREMENTS FOR SPACING OF | | | ANCHORS ON PAGE 14 OF THE PRODUCT APPROVAL. NOTE: THE | | | ANCHOR SPACINGS IN THE TABLES ARE REQUIRED TO BE | | | REDUCED FOR EDGE DISTANCES OF LESS THAN 3-1/2". | | | | | | 5) THE SHUTTER SPAN SPECIFIED IN THE SCHEDULE FOR | | | OPENINGS 2,4 AND 5 ARE MORE THAN 8', THEREFORE THE | | | MAXIMUM SPAN OF 9' FROM THE TABLE ON PAGE 14 SHOULD BE | | | USED. THIS WILL REQUIRE ANCHORS TO BE SPACED 7.5" FOR | | | THE 'H' MOUNT AT THE FLOOR. PLEASE REVISE. | | | | | | ROBERT MCDOUGAL | | | BLDG. PLAN REVIEW | | | (561)805-6714 | | | [email protected] |
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