| Plan Review Notes For Permit 02030113 |
| Permit Number |
02030113 |
|
| Review Stop |
B |
| Sequence Number |
1 |
|
| Notes |
| Date |
Text |
| 2002-04-10 00:00:00 | BUILDING PLAN REVIEW | | | PERMIT# 02030113 | | | 9434 LANTERN BAY CI | | | CONT:ENGLE HOMES | | | TEL: 968-5671 | | | | | | FL BLDG CODE= 2001 FLORIDA BUILDING CODE | | | | | | 1)- PLANS SUBMITTED AFTER FEBRUARY 28/ | | | 2002 ARE TO BE DESIGNED BY THE 2001 | | | FLORIDA CODE. | | | 2)- FL BLDG 1606.1.7 INFORMATION ON | | | DRAWINGS RELATED TO WIND SHALL BE ON THE | | | CONSTRUCTION DRAWINGS, AND DESIGNED TO | | | THE 2001 FL BLDG CODE. | | | 3)- FL BLDG 1909.3 (EXCEPTION #2 ) | | | CONCRETE SLABS ON GRADE CONTAINING 6X6/ | | | W1.4 X W1.4 WELDED WIRE REINFORCEMENT | | | FABRIC LOCATED IN THE MIDDLE TO UPPER | | | 1/3RD OF THE SLAB SHALL BE SUPPORTED BY | | | APPROVED MATERIALS OR SUPPORTS AT SPAC- | | | ING NOT TO EXCEED 3 FT OR IN ACCORDANCE | | | EITH MANUFACTURER'S SPEC. | | | 4)- ANCHOR SCHEDULE: | | | B TYPE ANCHOR 1383 LBS UPLIFT. THE | | | SIMPSON HETAL CONNECTION WITH (15)#10D | | | NAILS WITH 112LBS SHEAR= 1680 OK.WHEN | | | THE SAME 112 LBS SHEAR IS APPLIED TO | | | (5)#10D= 560 LBS NOT THE 1383 REQUIRED? | | | IT IS NOT CLEAR BUT IF THE TA & TAR | | | COMBINED WITH (10) 10D@112=1120 LBS, | | | STILL SHORT THE 1383. | | | 5) TRUSS ENGINEERING IS TO BE DESIGNED | | | UNDER THE 140 MPH WIND AS OF 4/1/02. | | | | | | BUILDING PLAN REVIEW | | | JIM WITMER | | | (561)659-8096X8412 |
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