| Date |
Text |
| 2002-04-08 00:00:00 | CHECKLIST: |
| | 1-SPECIFY SIZE AND TYPE OF WINDOW TYPE E |
| | TO VERIFY FOR EGRESS REQUIREMENTS OF |
| | SECTION 1005.4 SBC 1997. |
| | 2-CLEARLY SPECIFY ON PLANS AREAS TO HAVE |
| | SAFETY GLASS AS REQUIRED BY SECTION |
| | 2405.2 SBC 1997. SEE PLANS. |
| | 3-PROVIDE ALL INFORMATION REQUIRED ON |
| | PROVISO DATED 9-10-01 TO AVOID DELAYS. |
| | 4-NEED PANEL ENCLOSURE DETAILS AT LOGGIA |
| | NOTE: ABOVE ITEMS WHERE REQUESTED ON |
| | PREVIOUS REVISION CHECKLIST & WERE NOT |
| | ADDRESSED. MULTIPLE RE-SUBMITTAL FEES |
| | WILL BE CHARGED WHEN RE-SUBMITTING. |
| | |
| | 5-TRUSS DRAWINGS CHECKLIST: |
| | A)FLOOR TRUSSES ARE DESIGNED USING THE |
| | WRONG LOADING. SEE STRUCTURAL DWGS. |
| | CLARIFY WHY ARE THERE UPLIFT LOADS ON |
| | FLOOR TRUSSES? |
| | ALSO, FLOOR TRUSSES ARE DESIGNED WITH |
| | ROOF TRUSSES DESIGN CRITERIA. REVISE. |
| | B)UPDATE/REVISE CODE USED. SPECIFY SBC |
| | 1997 FOR 110MPH OR ASCE 7-95 FOR 140 |
| | MPH (NOT ASCE 7-93 FOR 110MPH). |
| | C)TRUSS LAYOUT TO BE SIGNED, SEALED AND |
| | DATED BY TRUSS ENGINEER AND PROVIDE |
| | ALL ENGINEER'S INFORMATION AS REQUIRED |
| | BY CHAPTER 471 FLORIDA STATUTES WHEN |
| | SUBMITTING DRAWINGS FOR PUBLIC RECORDS |
| | D)ENGINEERED TRUSSES TO HAVE ORIGINAL |
| | SIGNATURE. CHAPTER 471 FLORIDA STATUTE |
| | E)THERE ARE SOME ENGINEERED TRUSSES THAT |
| | ARE MISSING ON THE TRUSS LAYOUT. |
| | CLEARLY IDENTIFY ALL TRUSSES ON LAYOUT |
| | F)ENGINEER OF RECORD TO SPECIFY ANCHOR |
| | THAT WILL RESIST THE UPLIFT LOADS |
| | CALCULATED ON THE ENGINEERED TRUSSES |
| | T11 AND T12. SEE ENGINEERED TRUSSES. |
| | G)TRUSS T6 IS DESIGNED TO BEAR AT THREE |
| | POINTS, WHILE STRUCTURAL DWGS SHOW |
| | BEARING AT BOTH ENDS OF TRUSS. REVISE |
| | EITHER THE ENGINEERED TRUSS OR THE |
| | STRUCTURAL DWGS TO MATCH. |
| | |
| | NOTE: SEE COPIES OF PREVIEWS COMMENTS |
| | ATTACHED. |
