| Date |
Text |
| 2013-03-20 09:13:44 | 2010 FBC |
| | |
| | DENIED BY BUILDING |
| | |
| | 1) THE TWO STRUCTURAL SHEETS THAT WERE SUBMITTED HAVE |
| | COPIED SIGNATURES OF THE ENGINEER IN THE TITLE BLOCK. |
| | FAC 61G15-23.002 REQUIRES THE ENGINEER'S ORIGINAL WET |
| | SIGNATURE. SUBMIT SIGNED AND SEALED STRUCTURAL |
| | DRAWINGS. |
| | |
| | 2) ON SHEET 2 OF THE STRUCTURAL DRAWINGS WALL SECTION 1 |
| | SPECIFIES 1 X 8 T&G FOR THE ROOF SHEATHING. THIS IS NOT |
| | ACCEPTABLE FOR 36" RAFTER SPACING. FBCR TABLE R803.1 |
| | REQUIRES 1-1/2" T & G FOR THIS SPAN. PLEASE CORRECT. |
| | NOTE: THE SPECIFIED FASTENERS WILL NEED TO BE REVISED |
| | FOR THE THICKER LUMBER SHEATHING. |
| | |
| | 3) SPECIFY THE ROOF PITCH ON THE PLANS. FBCR905.7.2 |
| | WOOD SHINGLES REQUIRE A MINIMUM 3/12 SLOPE AND 905.8.2 |
| | WOOD SHAKES REQUIRE A MINIMUM 4/12 SLOPE. |
| | |
| | 4) SUBMIT TWO COPIES OF PRODUCT APPROVALS FOR THE |
| | CASEMENT WINDOWS, FIXED GLASS WINDOWS AND BUILT-UP |
| | ROOFING, SPECIFIED ON THE PLANS, THAT HAVE BEEN |
| | REVIEWED AND APPROVED BY THE DESIGNER OF RECORD. DCA |
| | RULE 9N-3 AND CITY AMENDMENTS 107.3.4.1 |
| | |
| | 5) THE STRUCTURAL DRAWINGS SPECIFY THREADED RODS |
| | ATTACHING THE RAFTERS AND GABLE FRAMING MEMBERS. |
| | HOWEVER, THE DRAWINGS APPEAR TO SHOW LAG BOLTS OR LARGE |
| | SCREWS BECAUSE THEY DO NOT APPEAR TO EXTEND ALL THE WAY |
| | THROUGH THE LUMBER IN ORDER TO BE BOLTED TOGETHER. |
| | PLEASE CLARIFY. CITY AMENDMENTS 107.2.1 AND FBC R301.1 |
| | |
| | 6) THE ENERGY CALCULATION FORM IS REQUIRED TO BE SIGNED |
| | BY THE OWNER/AGENT. FBC ENERGY CONSERVATION SECTION |
| | 405.4 |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
| | [email protected] |
