| Plan Review Notes For Permit 11030536 |
| Permit Number |
11030536 |
|
| Review Stop |
B |
| Sequence Number |
1 |
|
| Notes |
| Date |
Text |
| 2011-03-21 15:55:40 | RESIDENTIAL (R3) SHUTTERS, BUILDING REVIEW CHECKLIST. | | | 2007 FLORIDA RESIDENTIAL CODE WITH 2009 REVISIONS. | | | | | | 1- WIND LOAD CALCULATIONS NEED TO HAVE ENGINEER'S | | | ORIGINAL SEAL AND SIGNATURE AS REQUIRED BY CHAPTER 471 | | | FLORIDA STATUTE. AND, BY NOTE #2 ON WIND LOAD SCHEDULE | | | SUBMITTED. | | | | | | 2- REVISE SHUTTERS INSTALLATION SCHEDULE: | | | A) SHUTTERS SPAN IS INCORRECT. SHUTTER SPAN FOR THE | | | ACCORDION SHUTTERS IS TAKEN IN THE VERTICAL DIMENSION. | | | SEE SHEET 5 OF 28 OF SHUTTERS DRAWINGS SUBMITTED AND | | | REVISE AS REQUIRED. ***NOTE: TAKE INTO CONSIDERATION | | | THE MINIMUM EDGE DISTANCE (3") WHEN CALCULATING THE | | | SHUTTERS SPAN. | | | | | | B) PROPOSED SHUTTER SILL INSTALLATION (D) FOR OPENINGS | | | 2 AND 3 IS NOT ALLOWED. SEE SHEET 13 OF 28 OF SHUTTERS | | | DRAWINGS SUBMITTED. ACCORDING TO THE SHUTTER SPAN AND | | | TYPE OF ANCHOR SELECTED (TAPCON) THIS INSTALLATION IS | | | NOT ALLOWED. REVISE AS REQUIRED. | | | | | | C) REVISE ANCHOR SPACING FOR OPENING #1. TOP AND | | | BOTTOM. ACCORDING TO THE CALCULATED DESIGN PRESSURES | | | NEED TO USE 9" SPACING NOT 10". SEE SHEET 13 OF 28. | | | | | | D) REVISE ANCHOR SPACING FOR OPENING #2 ON HEADER SIDE. | | | ACCORDING TO THE SHUTTER SPAN TAPCON NEED TO BE SPACED | | | AT 7" NOT 10". SEE SHEET 13 OF 28. | | | | | | JULIO GOMEZ | | | COMMERCIAL COMBINATION PLANS EXAMINER | | | (561)805-6712 |
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