| Date |
Text |
| 2002-05-08 00:00:00 | BUILDING PLAN REVIEW |
| | ******PROVISO******* |
| | ROBERT BROWN(561) 659 8096 EXT 8499 |
| | |
| | COMMENTS (3) & (4) BELOW HAVE NOW BEEN |
| | ADDRESSED BY THE ENGINEER. |
| | |
| | --PROVISO-- |
| | A RECORDED COPY OF THE NOTICE OF |
| | COMMENCEMENT MUST BE SUBMITTED BEFORE A |
| | PERMIT CAN BE ISSUED. |
| 2002-05-06 00:00:00 | BUILDING PLAN REVIEW |
| | *******DENIED******* |
| | ROBERT BROWN(561) 659 8096 EXT 8499 |
| | |
| | SBC = STANDARD BUILDING CODE 1997 |
| | SBC*= STANDARD BUILD'G CODE (CITY AMEND) |
| | |
| | FOR CONSISTENCY, THE FOLLOWING COMMENTS |
| | ARE NUMBERED AS PER THE BUILDING PLAN |
| | REVIEW OF 2/27/02: |
| | |
| | 1) A RECORDED COPY OF THE NOTICE OF |
| | COMMENCEMENT MUST BE SUBMITTED BEFORE A |
| | PERMIT CAN BE ISSUED. |
| | |
| | 3) SHEET 5, BUILDING SECTION.THE |
| | SIMPSON HGAM 10 TIES SPECIFIED TO ANCHOR |
| | THE NEW RAFTERS TO THE EXISTING TIE BEAM |
| | ARE STATED AS HAVING AN UPLIFT CAPACITY |
| | OF 827#.THIS IS THE ULTIMATE CAPACITY, |
| | THE ALLOWABLE LOAD IS 260# WHICH IS LESS |
| | THAN THE REQUIRED CAPACITY.SHEET 5, |
| | ROOF FRAMING PLAN,SPECIFIES SIMPSON H1 |
| | (ALLOWABLE UPLIFT 490#) FOR THE SAME |
| | LOCATION, SO THE SHEET 5 REFERENCE TO |
| | SIMPSON HGAM 10 TIES SHOULD BE REMOVED. |
| | |
| | 4) SHEET 2, FOUNDATION PLAN.THE COLUMN |
| | FOOTING SCHEDULE STATES THAT THE COLUMN |
| | C-1 POST IS SET IN A SIMPSON PB44 POST |
| | BASE.THIS DOES NOT HAVE SUFFICIENT |
| | UPLIFT CAPACITY AND DOES NOT CORRELATE |
| | WITH THE ANNOTATION FOR THE C-1 COLUMN |
| | FOOTINGS ADJACENT THE CORNER OF THE |
| | COVERED DECK.THIS STATES THAT SIMPSON |
| | ABU44 POST BASE ANCHORS ARE TO BE USED. |
| | AMEND THE COLUMN FOOTING SCHEDULE TO |
| | REFLECT THE ANNOTATION ON THE PLAN. |
| | |
| | **QUOTE PERMIT# ON ALL CORRESPONDENCE** |
| | |
| | END OF REVIEW COMMENTS |
| | THE CODE REFERENCES GIVE ADDITIONAL INFO |
| | IF YOU HAVE ANY QUESTIONS PLEASE CALL: |
| | ROBERT BROWN(561) 659 8096 EXT 8499 |
