| Plan Review Notes For Permit 02031469 |
| Permit Number |
02031469 |
|
| Review Stop |
B |
| Sequence Number |
1 |
|
| Notes |
| Date |
Text |
| 2002-04-16 00:00:00 | BUILDING PLAN REVIEW | | | PERMIT # 02031469 | | | 2881 N BIGHT | | | CONT: ENGLE HOMES | | | TEL: 968-5671 | | | | | | FL BLDG CODE= 2001 FLORIDA BUILDING CODE | | | | | | 1)- PLANS SUBMITTED AFTER FEB 28, 2002 | | | SHALL BE REVIEWED UNDER THE 2001 FLORIDA | | | CODE. | | | 2)- SHEET #1 TO INDICATE DESIGNED TO FL | | | BLDG CODE. FL BLDG CODE 1606.1.7 INFOR- | | | MATION REQUIRED FOR WIND SHALL BE ON THE | | | CONSTRUCTION DRAWINGS | | | 3)- FL BLDG CODE 1909.3 (EXCEPTION# 2) | | | CONCRETE SLABS ON GRADE ON GRADE CONTAIN | | | ING 6X6/ W1.4XW1.4 WELDED WIRE REINFORCE | | | MENT FABRIC TO BE LOCATED IN THE MIDDLE | | | TO UPPER 1/3RD OF THE SLAB SHALL BE SUP- | | | PORTED BY APPROVED MATERIALS OR SUPPORTS | | | AT SPACING NOT TO EXCEED 3'-0" OR IN | | | ACCORDANCE WITH MANUFACTURES SPEC. | | | 4)- ANCHOR SCHEDULE: | | | B TYPE ANCHOR 1383 LBS UPLIFT. THE SIMPS | | | ON HETAL CONNECTION WITH (15) #10D NAILS | | | WITH 112LBS SHEAR= 1680 "OK". WHEN THE | | | SAME 112LBS SHEAR IS APPLIED TO (5)#10'S | | | =560LBS NOT THE 1383REQUIRED? IT IS NOT | | | CLEAR IF THE TA & TAR COMBINED WITH | | | (10) 10D@112=1120 LBS, STILL SHORT THE | | | 1383. | | | 5)- TRUSS ENGINEERING IS DESIGNED TO | | | 110MPH NOT THE 140 MPH. | | | | | | BUILDING PLAN REVIEW | | | JIM WITMER | | | (561)659-7096X8412 |
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