| Date |
Text |
| 2012-05-23 16:54:05 | BUILDING PLAN REVIEW |
| | PERMIT: 12040748 |
| | ADD: 6651 N JOG RD |
| | CONT: KBR CONSTRUCTION |
| | TEL: (561)691-4552 MICHAEL SANCHEZ |
| | |
| | 2010 FLORIDA BUILDING CODE W |
| | * WEST PALM BEACH ADMINISTRATIVE AMENDMENTS |
| | |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | |
| | 1) THE GEOTECHNICAL REPORT C33-C-D408 REV. AND REVISION |
| | 3 PAGE 4 OF 7 INDICATE A LOAD TESTING PROGRAM SHALL BE |
| | CONDUCTED PRIOR TO THE INSTALATION OF PRODUCTION PILE, |
| | INDIVIDUAL TEST PILES SHALL BE LOADED TO NOT LESS THAN |
| | 200 PERCENT OF THE DESIGN CAPACITY AND PREFERABLY, |
| | SHALL BE LOADED TO FAILURE IF HIGHER DESIGN VALUES ARE |
| | TO BE ASSESSED. THE LOAD TEST SHALL BE PREFORMED IN |
| | GENERAL ACCORDANCE WITH THE REQUIREMENTS OF ASTM D 1143 |
| | AND SHALL BE CONDUCTED BY A QUALIFIED GEOTECHNICAL |
| | ENGINEER EXPERIENCED IN PILE FOUNDATIONS. |
| | |
| | A TENSION TEST SHALL BE REQUIRED FOR THE ANCHORS IF |
| | PILES ARE LOADED IN TENSION. THEY SHALL BE PREFORMED IN |
| | ACCORDANCE WITH ASTM D3689. |
| | |
| | ALATERAL LOAD TEST SHALL BE REQUIRED. THE LATERAL LOAD |
| | TEST SHALL BE PREFORMED IN ACCORDANCE WITH ASTM D3966. |
| | |
| | THE PILING CONTRACTOR SHALL SUBMIT THE TESTING |
| | PROCEDURE TO TTHE OWNER FOR APPROVAL BEFORE TESTING. |
| | |
| | 2010 FBC-B 1810.3.3.1.4 ALSO INDICATES THE LOAD TEST |
| | NEED TO BE COMPLETED, WE NEED RESULTS TO CONFIRM VALUES |
| | OF LOAD TEST IN ACCORDANCE WITH SECTION 1810.3.3.1.2. |
| | |
| | PLEASE PROVIDE THE RESULTS FROM THE TEST PILES AND |
| | CONFIRMED VALUES FROM THE GEOTECHNICAL ENGINEER |
| | CONFIRMING THE ANTICAPATED LOADS AND DESIGN ARE CODE |
| | COMPLIANT. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | CONSTRUCTION SERVICES HOME PAGE |
| | HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP |
