| Plan Review Notes For Permit 01110412 |
| Permit Number |
01110412 |
|
| Review Stop |
B |
| Sequence Number |
5 |
|
| Notes |
| Date |
Text |
| 2002-09-02 00:00:00 | | | | BUILDING PLAN REVIEW | | | PERMIT: 01110412 | | | ADD:EPOCH/PORTOFINO/MASTER TYPE III | | | CONT: EPOCH | | | TEL: (561)683-1052 | | | STD BLD CD= 1997 STANDARD BUILDING CODE | | | | | | ******PROVISO***** | | | | | | 1) WEDGE-ALL ANCHORS DETAILS, SINCE THE | | | LOADING IS NOT GIVEN FOR TENSION OR | | | SHEAR LOAD APPLICATIONS HAS THE EDGE FAC | | | TOR (REDUCTION) BEEN FACTORED 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 FROM BOTH SIDES? | | | B) DETAIL# 3, 2X6 WALL AT THE EDGE OF | | | SLAB, WHAT REDUCTION HAS BEEN TAKEN? HOW | | | FAR AWAY FROM THE EDGE OF THE SLAB WILL | | | THE 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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