| Date |
Text |
| 2005-03-07 00:00:00 | ****CORRECTIONS**** |
| | |
| | SAMANTHA HILL, BUILDING PLANS EXAMINER |
| | [email protected] |
| | |
| | 1.)SEE PREVIOUS LIST, ITEM #10.A |
| | PLAN FOR THE EXISTING WALL CONSTRUCTION, |
| | CALCULATIONS AND A LETTER FROM THE |
| | WALL'S PREVIOUS ENGINEER WAS INCLUDED IN |
| | THE PACKAGE.EOR OR DOR IS TO REVIEW |
| | THIS ENGINEERING AND CERTIFY THAT THE |
| | EXISTING WALL CAN ACCOMODATE ALL LOADS |
| | IMPOSED BY THE PROPOSED CONSTRUCTION TO |
| | BE BUILT ON TOP OF THIS WALL. |
| | |
| | 2.)THE SOILS REPORT GIVES A BEARING |
| | CAPACITY OF 2500PSF, WALL REQUIREMENT AS |
| | PER PLAN SUBMITTED IS 3000PSF.ADDRESS. |
| | |
| | 3.)THE WALL AS BUILT WALL-05 IN |
| | STRUCTURAL NOTE 3 STATES THAT THE |
| | TOWNHOUSES ARE TO BE 4' MIN FROM THE |
| | WALL.THIS CONFLICTS WITH THE TOWNHOUSE |
| | DESIGN. |
| | |
| | 4.)SEE SECTIONS C1 THROUGH C5, |
| | WALL-05.THE WALL ENCROACHES PROPERTY |
| | LINE.ADDRESS. |
| | |
| | 5.)THE CALCS SUBMITTED ADDRESS WALL |
| | SECTIONS C1&C2, C4, C6, AND T11. |
| | PROVIDE CALCS FOR ALL SECTIONS OF THE |
| | WALL AFFECTED. |
| | |
| | 6.)SEPARATE PERMIT REQUIRED FOR THE |
| | ROOF.THE MEAN ROOF HEIGHT EXCEED THE |
| | PRODUCT APPROVAL LIMITATION OF 33'. |
| | |
| | 7.)THE NOTICE OF COMMENCEMENT IS |
| | EXPIRED (OVER 90 DAYS WITHOUT COMMENCING |
| | WORK), FS713.13. |
| | |
| | 8.)THE STRUCTURAL SHEETS REFER TO A |
| | NONEXISTENT BUILDING CODE, SEE BOTTOM |
| | RIGHT CORNER (FLORIDA STANDARD BUILDING |
| | CODE) AND MAY REFER TO THE INCORRECT |
| | WIND ZONE (130 RATHER THAN 140, SEE |
| | S2.3).REVISE AND SUBMIT REVISIONS FOR |
| | THE BUILDINGS ALREADY ISSUED. |
| | |
| | AFTER THE ABOVE ISSUES HAVE BEEN |
| | RESOLVED,THIS PERMIT WILL BE ISSUED WITH |
| | THE FOLLOWING PROVISOS: |
| | |
| | THIS IS AN AT-RISK PERMIT, SEE LETTER. |
| | |
| | THE DECLARATION OF COVENANTS AND |
| | RESTRICTIONS TO BE AMENDED AS AGREED |
| | WITH THE BUILDING OFFICIAL. |
