| Plan Review Notes For Permit 18070567 |
| Permit Number |
18070567 |
|
| Review Stop |
B |
| Sequence Number |
1 |
|
| Notes |
| Date |
Text |
| 2018-08-09 08:37:50 | ****CORRECTIONS**** | | | W.P.B. PERMIT: 18070567 | | | REVIEWED: AUGUST 9, 2018 | | | | | | DYLAN BATTLES | | | BUILDING PLANS EXAMINER | | | [email protected] | | | 561-805-6718 | | | | | | FBC = FLORIDA BUILDING CODE, 6TH EDITION (2017) | | | FBC EB = FBC EXISTING BUILDING | | | FBC R = FBC RESIDENTIAL | | | | | | 1. PLEASE PROVICE COPY OF HOA/POA APPROVAL FOR | | | SYNTHETIC ROOF SHAKE. | | | | | | 2. WHAT IS THE DIFFERENCE IN ROOF LOAD WITH THE | | | PROPOSED ROOF TILE? WHAT IS THE CURRENT ROOF LOAD AND | | | WHAT IS THE PROPOSED ROOF LOAD? | | | | | | 3. THE FORM 100 PAGE 4 SHOWS SUPPORT SPACING 15/32. | | | THIS IS THE RAFTER SPACING. WHAT IS THE RAFTER SPACING | | | FOR THE 1/2? PLYWOOD DECKING? | | | | | | 4. PAGE 4 SHOWS -90 MAXIMUM DESIGN PRESSURE(MDP). THE | | | BELLEFORTE SHAKE #10 HAS MDP OF -75. PLEASE PROVIDE | | | ENHANCED FASTENING AS ALLOWED TO MEET THE PRODUCT | | | APPROVAL LIMITATION. | | | | | | 5. VERIFY THAT THE UNDERLAYMENT IS COMPATIBLE WITH THE | | | SYNTHETIC SHAKE. THE PRODUCT APPROVAL SAYS YES TO WOOD | | | SHAKE, BUT NO TO SIMULATED SLATE. IT DOESN?T HAVE | | | COLUMN FOR SYNTHETIC SHAKE. | | | | | | NOTE: | | | -PLEASE PROVIDE COMMENT RESPONSE SHEET TO EXPLAIN HOW | | | EACH COMMENT IS BEING ADDRESSED. | | | -ADDITIONAL COMMENTS MAY BE FORTHCOMING PENDING REVIEW | | | OF MATERIALS REQUESTED. | | | |
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