| Plan Review Notes For Permit 01110409 |
| Permit Number |
01110409 |
|
| Review Stop |
B |
| Sequence Number |
5 |
|
| Notes |
| Date |
Text |
| 2002-09-02 00:00:00 | | | | BUILDING PLAN REVIEW | | | PERMIT: 01110409 | | | ADD:EPOCH/PORTOFINO/MASTER TYPE I | | | CONT: EPOCH | | | TEL: (561)683-1052 | | | ST BLD CD =1997 STANDARD BUILDING CODE | | | | | | *****PROVISO***** | | | | | | 1) WEDGE-ALL ANCHOR DETAILS, SINCE THE | | | LOADING IS NOT GIVEN FOR TENSION OR | | | SHEAR LOAD APPLICATIONS HAS THE EDGE FAC | | | TOR ( REDUCTION) BEEN FACORED INTO THE | | | SPACING? | | | A) DETAIL "D" S-D1.1 EXTERIOR CONDITION | | | @ LOFT 2X6 WALL SITTING ON TOP OF A 5" | | | CONCRETE WALL? NO INFORMATION IS GIVEN, | | | CONTACT SIMPSON ENG. TO SEE IF A DOUBLE | | | REDUCTION WOULD BE REQUIRED SINCE YOU | | | WOULD BE 2 1/2" AWAY ON BOTH SIDES? | | | B) DETAIL# 3 2X6 WALL AT EDGE OF SLAB, | | | WHAT REDUCTION HAS BEEN TAKEN? HOW FAR | | | AWAY FROM THE EDGE OF THE SLAB SHALL THE | | | WEDGE ANCHOR BE LOCATED? | | | | | | ADDITIONAL INFORMATION SHALL BE OBTAINED | | | TO CLARIFY THE CONDITIONS LISTED ABOVE. | | | | | | BUILDING PLAN REVIEW | | | JIM WITMER | | | (561)659-8096 X 8412 |
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