| Date |
Text |
| 2014-11-06 09:32:53 | PLAN REVIEW COMMENTS |
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| | 3RD REVIEW: FBC 2010 |
| | ROBERT MCDOUGAL, CBO |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | (561) 805-6714 |
| | [email protected] |
| | |
| | PLEASE ADDRESS THE ITEMS NOTED BELOW: |
| | |
| | BUILDING |
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| | 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. |
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