Plan Review Notes For Permit 02101313 |
Permit Number |
02101313 |
|
Review Stop |
B |
Sequence Number |
1 |
|
Notes |
Date |
Text |
2002-11-25 00:00:00 | | | | | *** ISSUED PERMIT*** | | -PLAN REVIEW HISTORY- | | | | PERMIT# 02101313 | | ADDRESS: 3791 VICTORIA RD | | CONT: M/I HOMES | | TELL # (561) 471-3440 | | | | THE ATTACHED COMMENTS ARE PART OF THE | | PERMIT AND PLAN REVIEW PACKAGE AND ARE | | NOT TO BE REMOVED FROM THE ISSUED SET OF | | PLANS.104.2.1.2 ADMINISTRATIVE CODE. | | | | *****PROVISO***** | | | | 1) SIMPSON- VALUES FOR HD2A/ HD5A, THE | | TRUSS ANCHOR SCHEDULE INDICATES (2) | | VALUES, A LOW & HIGH VALUE. WHAT ISN'T | | INDICATED IS CERTAIN VARIABLES THAT NEED | | TO BE DETERMINED. THESE ANCHOR SCHEDULE | | DOES NOT INDICATE WHAT TYPE OF ANCHOR | | THAT WILL BE USED? SSTB ANCHOR BOLT- | | PAGE 25, OR AN L ANCHOR BOLT DIAX LENGHT | | OR A HEX HEAD ANCHOR BOLT DIAX LENGTH | | ALSO FOUND ON PAGE 25. THE OTHER ALTERNA | | TIVE IS EPOXY & THREADED RODS FOUND ON | | PAGE 32. AGAIN DEPENDING ON THE EMBED- | | MENT LENGHT AND TYPE OF EPOXY(SET,ET OR | | AT) USED DIFFERENT LOADS ARE ACHIEVED. | | PLEASE PROVIDE THE ADDITIONAL INFORMA- | | TION TO THIS OFFICE BEFORE (124) | | FRAMING ANCHOR INSPECTION. | | BUILDING PLAN REVIEW | | JIM WITMER |
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