| Date |
Text |
| 2001-04-18 00:00:00 | TRUSS DRAWINGS CHECKLIST: |
| | |
| | 1-ENGINEER OF RECORD TO REVIEW ALL TRUSS |
| | DRAWINGS PRIOR TO SUBMITTAL TO THIS |
| | OFFICE (USE THE REVIEW STAMP). |
| | 2-TRUSS LAYOUT TO BE SIGNED, SEALED AND |
| | DATED BY THE TRUSS ENGINEER. ALSO, |
| | PROVIDE ENGINEER'S INFORMATION AS |
| | REQUESTED BY CHAPTER 471 OF FLORIDA |
| | STATUTES WHEN SUBMITTING DOCUMENTS FOR |
| | PUBLIC RECORDS. |
| | 3-SIMPSON STRONG-TIE LETTER SUBMITTED IS |
| | TOO OLD AND NEED TO BE SIGNED, SEALED |
| | AND DATED. CHAPTER 471 FL. STATUTES. |
| | 4-UPDATE ALL GENERAL DETAILS PROVIDED. |
| | SIGN,SEAL, DATE PER CHAPTER 471 FL. ST |
| | 5-CLARIFY WHY THERE ARE GENERAL DETAILS |
| | COPIES WITH THE SEALS OF DIFFERENT |
| | ENGINEERS. CHAPTER 471 FL. STATUTES. |
| | 6-ENGINEER OF RECORD DESIGNED BUILDING |
| | BASED ON SBC 1997 FOR 110MPH. TRUSSES |
| | ARE DESIGNED BASED ON ASCE 7-93 FOR |
| | 110MPH. MIXING OF PROVISIONS FROM ASCE |
| | AND SBC SHALL NOT BE PERMITTED. SEE |
| | SEC. 1606.1.2.1 OF SBC 97. |
| | -ENGINEERED TRUSSES SHALL BE DESIGNED |
| | USING SBC 1997 AND SHALL STATE THIS |
| | SPECIFIC CODE EDITION. |
| | -CLARIFY WHY TRUSS GE1 WAS DESIGNED |
| | USING SBC WHILE THE OTHERS ARE ASCE. |
| | 7-TRUSSES V30, V26, V22, HV18 AND HV14 |
| | ARE DESIGNED TO BEAR ON 3 SUPPORTS. |
| | PROVIDE DETAIL OR SPECIFICATIONS |
| | SHOWING HOW THE LOAD IS TRANSFERED |
| | THRU THE MIDDLE SUPPORT IF THERE IS NO |
| | MIDDLE SUPPORT SHOWN ON ROOF PLAN. |
| | ALSO, SPECIFY CONNECTORS TO RESIST THE |
| | CALCULATED UPLIFT LOADS. |
| | |
| | IF YOU HAVE ANY QUESTIONS, PLEASE CALL |
| | JULIO GOMEZ AT 659-8096 EXT. 8232. |
