| Date |
Text |
| 2014-11-03 15:57:12 | PLAN REVIEW COMMENTS |
| | |
| | 3RD REVIEW: FBC 2010 |
| | ROBERT MCDOUGAL, CBO |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | (561) 805-6714 |
| | [email protected] |
| | |
| | PLEASE ADDRESS THE ITEMS NOTED BELOW: |
| | |
| | BUILDING |
| | |
| | 1) THE ARCHITECT WHOSE NAME APPEARS IN THE TITLE BLOCK |
| | ON SHEET A-1 IS REQUIRED TO SIGN, SEAL AND DATE THE |
| | PLAN SHEET. CHAPTER 481, FLORIDA STATUTES & 61G1 |
| | FLORIDA ADMINISTRATIVE CODE. |
| | |
| | 2) GIRDER TRUSS SF4GD IS SHOWN ON THE PLANS BEARING ON |
| | THE EXTERIOR WALL ABOVE THE KITCHEN WINDOWS (RE: WINDOW |
| | #10) ON SHEET A-1. THE TRUSS DRAWINGS SPECIFY A |
| | REACTION OF 2607 #. PROVIDE A STRUCTURAL DETAIL OF THIS |
| | WINDOW HEADER AND THE WALL FRAMING BELOW THE GIRDER AND |
| | SUBMIT CALCULATIONS THAT SHOW HOW THE GRAVITY LOADS AND |
| | REACTIONS FROM THE GIRDER TRUSS WILL BE SAFELY |
| | TRANSFERED TO THE FOUNDATION. FBC-R 301.1 BUILDINGS AND |
| | STRUCTURES, AND ALL PARTS THEREOF, SHALL BE CONSTRUCTED |
| | TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE |
| | LOADS, ROOF LOADS, FLOOD LOADS, AND WIND LOADS AS |
| | PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF BUILDINGS |
| | AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF |
| | THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A |
| | COMPLETE LOAD PATH THAT MEETS ALL REQUIREMENTS FOR THE |
| | TRANSFER OF ALL LOADS FROM THEIR POINT OF ORIGIN |
| | THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. |
| | SEE COMMENT #4 FROM THE PREVIOUS REVIEW. 4) THE TRUSS |
| | PLANS SPECIFY A 24" WOOD GIRDER THAT HAS THREE POINT |
| | BEARING. THE ARCHITECTURAL PLANS SHOW ONE END OF THIS |
| | GIRDER BEARING ON AN EXTERIOR WALL ABOVE THE KITCHEN |
| | WINDOWS. THE INTERMEDIATE BEARING POINT IS NOT |
| | IDENTIFIED AND THE OTHER END APPEARS TO BE WHERE THE |
| | TRUSS LAYOUT PLAN HAS THE MID-POINT BEARING. PROVIDE |
| | STRUCTURAL DETAILS AND SECTIONS OF THE BEARING WALLS |
| | THAT SUPPORT THIS GIRDER TRUSS. SHOW IN DETAIL HOW THE |
| | LOADS WILL BE SAFELY SUPPORTED AND TRANSFERED FROM THE |
| | ROOF TO THE FOUNDATION. FBC R301.1 |
| | |
| | 3) THE TRUSS LAYOUT AND DRAWINGS FROM THE DELEGATED |
| | ENGINEER ARE REQUIRED TO BE REVIEWED AND APPROVED BY |
| | THE DESIGNER OF RECORD. A SHOP DRAWING REVIEW STAMP |
| | APPROVING THE TRUSS LAYOUT AND DESIGN FROM THE DESIGNER |
| | OF RECORD IS REQUIRED ON THE TRUSS LAYOUT. FAC |
| | 61G15-30.005 & 61G15-31.003 (#5 FROM PREVIOUS REVIEW). |
