| Plan Review Notes For Permit 13060101 |
| Permit Number |
13060101 |
|
| Review Stop |
B |
| Sequence Number |
4 |
|
| Notes |
| Date |
Text |
| 2013-08-05 09:55:52 | BUILDING REVIEW APPROVED WITH PROVISO: | | | 1- SOIL TEST REPORT SAYS "ALLOWABLE BEARING PRESSURE OF | | | 1,500 PSF". WHILE, ARCHITECT SPECIFIES ON THE | | | FOUNDATION PLAN "SOIL BEARING CAPACITY MIN. 2500 PSF". | | | EXISTING SOIL WILL NOT SUPPORT PROPOSED STRUCTURE. THIS | | | NEEDS TO BE ADDRESSED BY THE ARCHITECT OF RECORD OR BY | | | THE GEO-TECHNICAL ENGINEER. | | | | | | 2- PROVIDE PRODUCT APPROVAL (2 COPIES) FOR: A) GARAGE | | | DOOR. NOA 12-0110.12 SUBMITTED EXPIRED ON MARCH 10, | | | 2013. B) ALL SIMPSON STRUCTURAL CONNECTORS SPECIFIED ON | | | PLANS, DETAILS, SECTIONS AND SPECIFICATIONS. ONLY TWO | | | CONNECTORS WERE SUBMITTED. C) PRECAST LINTELS. NOA | | | 11-0121.04 SUBMITTED WAS SUPERSEDED BY MIAMI-DADE. | | | | | | 3- ARCHITECT TO REVIEW AND APPROVE ABOVE PRODUCT | | | APPROVALS. | | | | | | 4- ARCHITECT TO SPECIFY ON PLANS DEAD LOADS, LIVE | | | LOADS, AND THE ATTIC LIVE LIVE LOADS AS REQUIRED BY | | | SEC. R301.1 AND TABLE R301.5 OF 2010 FBC-RESIDENTIAL. | | | ***NOTE: SPECIFY EACH LOAD NOT JUST THE TOTAL LOADS. | | | | | | 5- WALL SECTION ON SHEET 6 OF 6: CLARIFY WHAT IS "NO | | | UN-INSULATED VENTED ATTIC"?. IS IT VENTED OR NOT???. | | | | | | 6- SPECIFY R-VALUE IN WALL INSULATION. SEE ENERGY | | | CALCULATIONS. |
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