| Plan Review Notes For Permit 06090790 |
| Permit Number |
06090790 |
|
| Review Stop |
B |
| Sequence Number |
1 |
|
| Notes |
| Date |
Text |
| 2006-10-05 00:00:00 | BUILDING REVIEW CHECKLIST: | | | 1- NEED RECORDED NOTICE OF COMMENCEMENT. | | | | | | 2- STORM PANELS: | | | A) ANCHOR TYPE SPECIFIED FOR STORM | | | PANELS IS NOT THE SAME ANCHOR TYPE THAT | | | IS USED IN THE PRODUCT APPROVAL. REVISE | | | AS REQUIRED. | | | B) 2" EDGE DISTANCE REQUIRES ANCHOR | | | SPACING TO BE REDUCED USING THE | | | MULTIPLIER AS REQUIRED ON TABLE AT | | | BOTTOM OF PAGE 9 OF 17 OF STORM PANELS | | | DRAWINNG NO 05-284. REVISE ANCHOR | | | SPACING AS REQUIRED. | | | | | | 3- PRODUCT APPROVAL FOR ACCORDION | | | SHUTTERS IS NOT LEGIBLE. PROVIDE CLEAR | | | AND LEGIBLE DRAWINGS TO BE ABLE TO READ | | | DRAWINGS AND CHECK PROPOSED | | | INSTALLATION. | | | | | | 4- WIND LOAD SCHEDULE IS NOT REQUIRED | | | FOR BUILDINGS WITH MEAN ROOF HEIGHT OF | | | 30'-0" OR LESS. CONTRACTOR MAY USE TABLE | | | 1609.6B OF FBC 2004 TO DETERMINE THE | | | DESIGN PRESSURES. ON THE OTHER HAND, IF | | | SCHEDULE IS SUBMITTED, THEN IT MUST HAVE | | | ENGINEER'S ORIGINAL SEAL, SIGNATURE AND | | | DATE AS REQUIRED BY CHAPTER 471 FLORIDA | | | STATUTES. COPIES ARE NOT ALLOWED | | | | | | JULIO GOMEZ | | | BUILDING PLANS EXAMINER | | | (561)805-6712 |
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