| Date |
Text |
| 2007-10-30 08:08:49 | TRUSS PACKAGE BUILDING REVIEW CHECKLIST. |
| | |
| | 1- PROVIDE PRODUCT APPROVAL AS REQUIRED BY DCA RULE |
| | 9B-72FOR STRUCTURAL CONNECTORS HU214-3AND HU210-2 |
| | ATTACHED DIRECTLY TO MASONRY WALL TO VERIFY COMPLIANCE |
| | WITH THE CALCULATED LOADS FOR GIRDER TRUSS FG02,FG09 |
| | (NOTE: FG09 IS A 5 PLY TRUSS), FG10 (NOTE: FG10IS A 4 |
| | PLY TRUSS).FG06 (SEC. 106.1.2 CITY AMENDMENTS TO FBC |
| | 2004.ENGINEER OF RECORD TO REVIEW AND APPROVE IN |
| | WRITING ALL PRODUCT APPROVALS PRIOR TO SUBMITTAL TO |
| | THIS OFFICE. SEC. 106.3.3 CITY AMENDMENTSTO FBC |
| | 2004. |
| | |
| | 2- STRUCTURAL ENGINEER OF RECORD NEEDS TO REVISE PLANS |
| | AS REQUIRED TO SHOW THE DESIGN LOADS REQUIRED BY TABLE |
| | 1607.1 FBC 2004 FOR ASSEMBLY PART OF THE BUILDING, |
| | INCLUDING THE BALCONY AREA. |
| | SEC. 106.1.2 CITY AMENDMENTS TO FBC 2004. |
| | |
| | 3- ALLFLOOR TRUSSES NEED TO BE DESIGNED PER TABLE |
| | 1607.1 FBC 2004 FOR DISTRIBUTED AND CONCENTRATED LIVE |
| | LOADS FOR ASSEMBLY PORTION OF THE BUILDING. AND, FOR |
| | BALCONY AREAS. REVISE AS REQUIRED. NOTE: VERIFY THAT |
| | SPECIFIEDCONNECTORS MEET THE CALCULATED LOADS TO |
| | AVOID DELAYS OR CONFLICTS. |
| | |
| | 4- IF FLOOR TRUSSES ARE ALREADY INSTALLED, THEN |
| | ENGINEER NEEDS TO PROVIDE COMPLETE ENGINEERING PACKAGE |
| | TO SHOW HOW TRUSSES ARE REINFORCED TO RESIST ALL LOADS |
| | REQUIRED BY TABLE 1607.1 FBC 2004. |
| | SEC. 106.1.2 CITY AMENDMENTS TO FBC 2004. |
| | |
| | 5- REVISED TRUSS PACKAGE TO BE REVIEWED AND APPROVED BY |
| | THE ENGINEER OF RECORD PRIOR TO SUBMITTAL TO THIS |
| | OFFICE. |
| | |
| | 6- IF PROVIDING COVER OR INDEX SHEET TO AVOID SIGNING |
| | AND SEALING ALL INDIVIDUAL TRUSSES, THEN ALL |
| | INFORMATION REQUIRED BY SEC. 61G15-31003 SHALL BE |
| | SUBMITTED. THIS PACKAGE IS MISSING STRUCTURAL ENGINEER |
| | OF RECORD INFORMATION, PROPER IDENTIFICATION OF PROJECT |
| | (AND ADDRESS SHOWN IS NOT CORRECT) AND A CLEARNAMING |
| | AND NUMBERING SYSTEM.INDIVIDUAL SHEETS ARE NOT |
| | NUMBERED, WHICH ALLOWS TO MATCH INDEX SHEET. |
| | |
| | 7- TRUSS LAYOUT IS NOT SIGNED AND SEALED AS REQUIRED BY |
| | CHAPTER 471 FLORIDA STATUTE. |
| | |
| | 8- CLARIFY WHY THE ATTIC LIVE LOAD IS NONCONCURRENT |
| | WITH ANY OTHER LIVE LOADS IF FBC 2004 TABLE 1607.1 |
| | REQUIRES ALL MINIMUM LIVE LOADS TO BE INCLUDED IN THE |
| | DESIGN.CLARIFY WHICH ARE THE OTHER NONCONCURRENT LIVE |
| | LOADS.SEC. 106.1.2 CITY AMENDMENTS TO FBC 2004. |
| | |
| | 9- THIS PROJECT HAS A RESIDENT INSPECTOR, THEREFORE 3 |
| | COMPLETE SETS OF TRUSS DRAWINGS ARE REQUIRED. |
| | |
| | 10- PROVIDE COMPLETE ENGINEERING SPECS FOR BOLTING |
| | CRITERIA OF 4 AND 5 PLY GIRDERS AS REQUIRED ON TRUSS |
| | LAYOUT NOTES. SEC. 106.1.2 CITY AMENDMENTS TO FBC |
| | 2004. |
| | |
| | 11- ROOF TRUSSLAYOUTAT THE END WINGS OF THE |
| | BUILDING IS DIFFERENTTHAN THAT ONE SHOWN ON SHEET |
| | S-2. REVISE AS REQUIRED. |
| | |
| | 12- UNABLE TO READ TRUSS HANGER FOR GIRDER TRUSS C15GA, |
| | C13 AND C11 TO VERIFY COMPLIANCE OF CONNECTOR WITH |
| | CALCULATED LOADS. PROVIDE CLEAR SPECIFICATIONS. SEC. |
| | 106.1.2 CITY AMENDMENTS TO FBC 2004. |
| | |
| | JULIO GOMEZ |
| | BUILDING PLANS EXAMINER |
| | (561)805-6712 |
