| Date |
Text |
| 2018-06-15 08:00:38 | RESIDENTIAL (R3) TRUSS PACKAGE SUBMITTAL, FIFTH |
| | BUILDING REVIEW CHECKLIST. |
| | CODE: FBC 5TH EDITION (2014). |
| | |
| | ORIGINAL COMMENT: |
| | 1-TRUSS LAYOUT SHOW THE TRUSS TO TRUSS CONNECTORS AND |
| | LOCATION. TRUSS ENGINEER TO SIGN AND SEAL THESE PLANS |
| | AND PROVIDE HIS INFORMATION AS REQUIRED BY FAC |
| | 61G15-23.001. OR PROVIDE COMPLETE STRUCTURAL |
| | CONNECTIONS ON EACH INDIVIDUAL TRUSS DRAWING. |
| | |
| | RESPONSE: |
| | A) TRUSS ENGINEER ONLY SPECIFIED THE TRUSS TO TRUSS |
| | CONNECTORS FOR TRUSS T26 ON THE INDIVIDUAL TRUSS |
| | DRAWING. ALL OTHER TRUSS TO TRUSS CONNECTORS ARE NOT |
| | SPECIFIED. TRUSS ENGINEER ONLY SPECIFIES THAT |
| | CONNECTORS ARE THE RESPONSIBILITY OF OTHERS. TRUSS |
| | ENGINEER IS RESPONSIBLE FOR TRUSS TO TRUSS CONNECTIONS. |
| | CLEARLY SPECIFY ALL CONNECTORS FOR TRUSSES T04, T07, |
| | T02, T29, T01. |
| | |
| | B) NEW COMMENT ON REVISED INDIVIDUAL TRUSS PACKAGE |
| | SUBMITTED. REVISE /CLARIFY TRUSS BEARING JOINT |
| | LOCATION. ACCORDING TO TRUSS LAYOUT AND INDIVIDUAL |
| | TRUSS DIAGRAM THE BEARING JOINTS ARE AT #27 AND #12. |
| | THE REACTIONS CALCULATIONS DON'T MATCH LOCATION, THEY |
| | SHOW REACTIONS AT JOINTS #27 AND #14. CLARIFY REVISE AS |
| | REQUIRED. SEC. R301.1 FBC-RESIDENTIAL. |
| | |
| | ORIGINAL COMMENT. |
| | 2- TRUSS ENGINEER TO PROVIDE ALL THE INFORMATION OF THE |
| | THE BUILDING DESIGNER ON THE COVER PAGE AS REQUIRED BY |
| | FAC 61G15-31.003. |
| | RESPONSE: REPEAT COMMENT. NOT ADDRESSED. |
| | |
| | ORIGINAL COMMENT: |
| | 3- NEW TRUSS REPAIRS DRAWINGS: |
| | A) TRUSS ENGINEER DIDN'T SIGN THE DRAWINGS. ENGINEER TO |
| | PROVIDE ORIGINAL SEAL AND SIGNATURE AS REQUIRED BY |
| | CHAPTER 471 F.S. WHEN SUBMITTING DOCUMENTS FOR PUBLIC |
| | RECORDS. |
| | |
| | B) ORIGINAL TRUSS ENGINEER OF RECORD INFORMATION AND |
| | PROGRAM USED ARE MISSING ON THE INDIVIDUAL TRUSSES THAT |
| | SHOW THE REVISED FLOOR LOADING. PROVIDE ENGINEER'S |
| | INFORMATION. CHAPTER 471 F.S. |
| | NOTE: IT LOOKS LIKE THERE IS ANOTHER ENGINEER TAKING |
| | OVER THE WORK OF ANOTHER ENGINEER. IF SO, THEN NEED TO |
| | COMPLY WITH SEC. 61G15-27.001. |
| | |
| | 61G15-27.001 PROCEDURES FOR A SUCCESSOR PROFESSIONAL |
| | ENGINEER ADOPTING AS HIS OWN THE WORK OF ANOTHER |
| | ENGINEER. |
| | (1) A SUCCESSOR PROFESSIONAL ENGINEER SEEKING TO REUSE |
| | ALREADY SEALED CONTRACT DOCUMENTS UNDER THE SUCCESSOR |
| | PROFESSIONAL ENGINEER'S SEAL MUST BE ABLE TO DOCUMENT |
| | AND PRODUCE UPON REQUEST EVIDENCE THAT HE HAS IN FACT |
| | RECREATED ALL THE WORK DONE BY THE ORIGINAL |
| | PROFESSIONAL ENGINEER. IN OTHER WORDS, CALCULATIONS, |
| | SITE VISITS, RESEARCH AND THE LIKE MUST BE DOCUMENTED |
| | AND PRODUCEABLE UPON DEMAND. FURTHER, THE SUCCESSOR |
| | PROFESSIONAL ENGINEER MUST TAKE ALL PROFESSIONAL AND |
| | LEGAL RESPONSIBILITY FOR THE DOCUMENTS WHICH HE SEALED |
| | AND SIGNED AND CAN IN NO WAY EXEMPT HIMSELF FROM SUCH |
| | FULL RESPONSIBILITY. PLANS NEED NOT BE REDRAWN BY THE |
| | SUCCESSOR PROFESSIONAL ENGINEER; HOWEVER, JUSTIFICATION |
| | FOR SUCH ACTION MUST BE AVAILABLE THROUGH WELL KEPT AND |
| | COMPLETE DOCUMENTATION ON THE PART OF THE SUCCESSOR |
| | PROFESSIONAL ENGINEER AS TO HIS HAVING RETHOUGHT AND |
| | REWORKED THE ENTIRE DESIGN PROCESS. A SUCCESSOR |
| | PROFESSIONAL ENGINEER MUST USE HIS OWN TITLE BLOCK, |
| | SEAL AND SIGNATURE AND MUST REMOVE THE TITLE BLOCK, |
| | SEAL AND SIGNATURE OF THE ORIGINAL PROFESSIONAL |
| | ENGINEER BEFORE REUSING ANY SEALED CONTRACT DOCUMENTS. |
| | (2) PRIOR TO SEALING AND SIGNING WORK A SUCCESSOR |
| | PROFESSIONAL ENGINEER SHALL BE REQUIRED TO NOTIFY THE |
| | ORIGINAL PROFESSIONAL ENGINEER, HIS SUCCESSORS, OR |
| | ASSIGNS BY CERTIFIED LETTER TO THE LAST KNOWN ADDRESS |
| | OF THE ORIGINAL PROFESSIONAL ENGINEER OF THE |
| | SUCCESSOR'S INTENTION TO USE OR REUSE THE ORIGINAL |
| | PROFESSIONAL ENGINEER'S WORK. THE SUCCESSOR |
| | PROFESSIONAL ENGINEER WILL TAKE FULL RESPONSIBILITY FOR |
| | THE DRAWING AS THOUGH THEY WERE THE SUCCESSOR |
| | PROFESSIONAL ENGINEER'S ORIGINAL PRODUCT. |
| | SPECIFIC AUTHORITY 471.033(2) FS. LAW IMPLEMENTED |
| | 471.033(1)(J), 471.005(6) FS. HISTORY?NEW 8-25-87, |
| | AMENDED 4-21-88, 8-3-88, FORMERLY 21H-27.001. |
| | |
| | C) ENGINEER TO CLEARLY SPECIFY ON ALL TRUSS REPAIR |
| | DRAWINGS THAT THE REPAIR IS TO REINFORCE THE TRUSSES |
| | FOR THE ADDITIONAL DEAD LOAD. ONLY TWO TRUSS DRAWINGS |
| | INDICATE THE ADDITIONAL LOADING. SEC. 1604.2 FBC. |
| | |
| | RESPONSE: |
| | THERE WAS NOT RESPONSE TO THIS ITEM AND NOW THE TRUSS |
| | REPAIRS DRAWINGS ARE MISSING. PROVIDE COMPLETE TRUSS |
| | REPAIR PACKAGE ADDRESSING ABOVE COMMENTS. |
| | |
| | |
| | IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT |
| | JULIO GOMEZ |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | DEVELOPMENT SERVICES DEPARTMENT |
| | BUILDING DIVISION |
| | (561)805-6712 |
| | [email protected] |
