| Plan Review Notes For Permit 05111183 |
| Permit Number |
05111183 |
|
| Review Stop |
B |
| Sequence Number |
3 |
|
| Notes |
| Date |
Text |
| 2006-04-19 00:00:00 | BUILDING REVIEW PROVISO: | | | 1- PROVIDE COMPLETE INFORMATION FOR | | | STORM SHUTTERS UNDER A SEPARATE PERMIT | | | AS REQUESTED BY CONTRACTOR. | | | 2- PROVIDE FLORIDA OR LOCAL PRODUCT | | | APPROVAL UNDER A SEPARATE PERMIT FOR | | | 6' X 8' OVERHEAD GARAGE DOOR THAT MEETS | | | THE DESIGN PRESSURES CALCULATED BY THE | | | ARCHITECT. SEE PLANS. | | | 3- SHEET A-5.0: A) REVISE DETAILS 4 | | | AND 5. SEE CATALOGUE TO MATCH PROPER | | | CONNECTOR SIZE AND NUMBER OF NAILS. | | | B) REVISE CONNECTORS SPECIFIED FOR BOTH | | | ENDS OF GIRDER TRUSS THAT RUNS FROM | | | BREAKFAST AREA TO POWDER ROOM. SPECIFY | | | CONNECTORS THAT MEET THE CALCULATED | | | UPLIFT LOADS AND MAKE SURE CONNECTORS | | | ARE WOOD TO MASONRY INSTALLATION. HTS 20 | | | IS NOT A WOOD TO MASONRY CONNECTOR. | | | 4- SHEET D-1: A) REVISE WOOD FRAMING | | | DETAIL TO MATCH, ROOF FRAMING PLAN AND | | | DETAIL 4, 5 AND 7. | | | B) DETAILS 4 AND 7: SPECIFY HOW MUCH | | | EMBEDMENT IS REQ'D FOR 3/4" ANCHOR BOLTS |
|
