| 2002-04-16 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT # 02031431 |
| | 8527 EGRET MEADOW LANE |
| | CONT: ODUM CONST |
| | TEL: 841-9877 |
| | |
| | FL BLDG CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | 1)- PLANS SUBMITTED AFTER FEB. 28,2002 |
| | SHALL COMPLY WITH THE 2001 FLORIDA |
| | BUILDING CODE. |
| | 2)- FL BLDG CODE 1606.1.7 INFORMATION |
| | REQUIRED ON DRAWINGS RELATED TO WIND |
| | IS MISSING SEE CODE, NEW! |
| | 3)- FL BLGD CODE 1606.2.5 COMPONENTS & |
| | CLADDING, 1606.1.4 PROTECTION OF |
| | OPENINGS, SLIDING GLASS DOOR REPORT IS |
| | FOR AN OX WITH A MAXIMUM WIDTH OF 96". |
| | WE ALSO ARE MISSING THE +/- PRESSURES |
| | ON THE OPENING. |
| | 4)- FL BLDG CODE 1707.4.4.1 ANCHORING |
| | REQUIREMENT AS PER MANUFACTURES SPEC, |
| | NO BUCK ATTACHMENT? |
| | 5)- FIXED WINDOWS ABOVE, FL BLDG CODE |
| | 1707.4.5 MISSING MULLION REPORT. |
| | 6)- DICREPANCY BETWEEN SHEET 1 &2.SEE |
| | OPENING 12'-6/14'-6? CHECK NEW PRODUCT |
| | TESTING REPORT FOR WIDTH & HEIGTH!!! |
| | 7)- SHEET S-1 NO NOTATION AS TO HOW |
| | NEW LVLS ARE TO BE ANCHORED TO EXISTING |
| | STRUCTURE? OR IS THE THE BOLTS THROUGH |
| | THE TOP CORD OF DETAIL 1 GOING TO TRANS- |
| | FER THE LOADS? IF SO IN DETAIL 2 THE |
| | BOLTS ARE NOT INDICATED AS PENETRATING |
| | THE TOP CHORD OF THE TRUSS? |
| | 8)- THERE IS NO LOADS TO BE REISTED? |
| | GRAVITY, HORIZONTAL NOR VERTICAL? |
| | 9)- CLARIFICATION: S-1 DETAIL 7 THERE IS |
| | A NOTE "U" AT WOOD, AND BENEATH (2) 1/2" |
| | BOLTS, 1/2" DIA. X 4" LONG LAG, IS THIS |
| | LAG TO BE IN TENSION OR SHEAR? WHAT |
| | UPLIFT LOADS WILL BE IMPOSED ON THE |
| | LVL'S? |
| | 10)- SSHEET S-1 A PROFESSIONAL ENGINEER |
| | (BOB BOTKIN) SHALL SIGN & AFFIX HIS SEAL |
| | TO ALL PLANS OR OTHER DOCUMENTS PREPARED |
| | OR ISSUED BY SAID REGISTRANT AND BEING |
| | SUBMITTED FOR PUBLIC RECORD. |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | (561)659-8096X8412 |
