Date |
Text |
2014-11-06 09:32:53 | 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) FBC 107.3.4 - PROVIDE TWO SETS OF PRODUCT APPROVALS |
| FOR THOSE PRODUCTS WHICH ARE REGULATED BY DCA RULE 9N-3 |
| THAT HAVE BEEN REVIEWED AND APPROVED IN WRITING BY THE |
| DESIGNER OF RECORD. TWO SETS OF PRODUCT APPROVALS THAT |
| HAVE BEEN REVIEWED AND APPROVED IN WRITING BY THE |
| DESIGNER OF RECORD ARE REQUIRED. ( IT APPEARS THAT ONE |
| SET OF PRODUCT APPROVALS WAS SIGNED OUT AND NOT |
| RETURNED. THE ONE SET THAT IS WITH THE PLANS HAS NOT |
| BEEN APPROVED IN WRITING BY THE DESIGNER OF RECORD. |
| THERE ARE NOT ANY PRODUCT APPROVALS FOR THE SIMPSON |
| CONNECTORS OR THE ROOFING MATERIALS IN THE PACKAGE.) |
| THIS IS A REPEAT COMMENT. |
| |
| 2) SPECIFY THE TRUSS ANCHORS AND/OR UPLIFT, LATERAL AND |
| SHEAR FORCES THAT WILL BE REQUIRED. ( ON SHEET 4, THE |
| ROOF FRAMING PLAN THERE IS A NOTE THAT STATES "TRUSS |
| ENDS WIND LOADING - 54.2# , + 49.85 *, LATERAL LOADS = |
| 344.60# ". THE WINDLOADING NUMBERS APPEAR TO BE |
| COMPONENT AND CLADDING PRESSURES. THIS IS NOT WHAT WAS |
| REQUESTED. SPECIFY THE UPLIFT AND LATERAL LOADS FOR |
| EACH END OF THE TRUSSES AND HIP GIRDER. AND SPECIFY THE |
| CONNECTORS THAT ARE TO BE USED TO ATTACH THEM TO THE |
| WALLS. THIS IS A REPEAT COMMENT.)FBC 107.3.5.3 (5) AND |
| FBC-R802.1.6.5 TRUSS TO WALL CONNECTION. |
| TRUSSES SHALL BE CONNECTED TO WALL PLATES BY THE USE OF |
| APPROVED CONNECTORS HAVING A RESISTANCE TO DESIGN |
| UPLIFT, LATERAL AND SHEAR FORCES. TRUSSES SHALL BE |
| INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S DESIGN |
| AND SPECIFICATIONS. SPECIFY THE UPLIFT AND LATERAL |
| LOADS FOR ALL OF THE TRUSSES INCLUDING THE HIP GIRDER |
| TRUSS ON SHEET 7. |
| |
| |
| |
| |
| |
| |
| |
| |