| Date |
Text |
| 2008-04-08 10:35:56 | 2004 FBC W/2007 REVISIONS |
| | ADDITION |
| | |
| | DENIED BY BUILDING |
| | |
| | 1) A RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL |
| | BE REQUIRED. |
| | |
| | 2) THE REQUIRED SOIL BEARING CAPACITY SPECIFIED ON |
| | SHEET A2.O OF THE PLANS IS 2500 PSF. THE GEOTECHNICAL |
| | REPORT INDICATES A MAXIMUM ALLOWABLE BEARING OF 1500 |
| | PSF. PLEASE RESOLVE. |
| | |
| | 3) THE WIND CRITERIA ON A-1.0 SPECIFIES THE WRONG |
| | SECTION OF FBC 2004. THE CORRECT SECTION IS 1609. |
| | |
| | 4) SPECIFY THE TRUSS BOTTOM CORD LIVE LOAD ON THE |
| | PLANS. FBC TABLE R301.5 SPECIFIES THE LIVE LOAD FOR |
| | ATTICS WITH STORAGE AS 20 PSF. |
| | |
| | 5) SPECIFY THE METHOD OF TERMITE TREATMENT ON THE |
| | PLANS. SEE FBC 320.1. |
| | |
| | 6) THE PLANS DO NOT SPECIFY THAT THE EXISTING WINDOW IN |
| | BEDROOM 3 THAT IS BEING REMOVED IS A FIXED WINDOW OR |
| | THAT THE OTHER EXISTING WINDOW IN THIS BEDROOM WHICH |
| | APPEARS TO BE A HORIZONTAL SLIDING WINDOW IS THE EGRESS |
| | WINDOW. SECTION 501.2 OF THE 2004 FBC EXISTING BUILDING |
| | CODE DOES NOT ALLOW EXISTING BUILDING TO BE ALTERED |
| | SUCH THAT THE BUILDING BECOMES ANY LESS SAFE. PLEASE |
| | SPECIFY THIS INFORMATION AND SHOW THAT BEDROOM 3 WILL |
| | COMPLY. |
| | |
| | 7) THE DESIGN DATA ON SHEET A1.0 SPECIFIES EXPOSURE B. |
| | THE DESIGN INFORMATION ON SHEET A2.0 SPECIFIES EXPOSURE |
| | C. PLEASE CORRECT. FBC 106.1.1* CITY AMENDMENTS. |
| | |
| | 8) PROVIDE BUCK FASTENING DETAILS FOR THE GARAGE SIDE |
| | ENTRY DOOR AND THE SLIDING GLASS DOOR. SEE FBC |
| | R613.1.1. THE PRODUCT APPROVALS FOR THE FRONT DOOR DOES |
| | PROVIDE BUCK FASTENING DETAILS. HOWEVER, THE PRODUCT |
| | APPROVALS FOR OTHER DOORS REQUIRE THE DESIGNER OF |
| | RECORD TO SPECIFY THE BUCK ATTACHMENT. |
| | |
| | 9)ON SHEET A-2.0 THE MEAN ROOF HEIGHT IS SPECIFIED AS |
| | 14 FEET ABOVE MEAN SEA LEVEL. THIS IS NOT CORRECT. THE |
| | MEAN ROOF HEIGHT IS TAKEN FROM FINAL GRADE. |
| | |
| | 10) ON SHEET A4.0 THE UPLIFT CONNECTORS SPECIFIED FOR |
| | THE ROOF TRUSSES ARE SIMPSON MTS12. THESE ARE WOOD TO |
| | WOOD CONNECTORS. THE PLANS APPEAR SHOW A 2X PLATE ON |
| | THE TIE BEAM BUT DOES NOT SPECIFY HOW IT IS ATTACHED. |
| | THE MTS STRAPS REQUIRE 7 NAILS TO THE TRUSS AND 7 TO |
| | THE WALL. ONE 2X WILL NOT PROVIDE ADEQUATE SURFACE FOR |
| | NAILING. ANOTHER TYPE OF ANCHOR SUCH AS A HMTSM 16 FOR |
| | ATTACHING TO MASONRY/CONCRETE COULD BE USED.SPECIFY |
| | THE NUMBER AND TYPE OF FASTENERS. |
| | |
| | 10) THE NOTE ON A4.0 FOR THE MTS 12 STATES THAT THE |
| | UPLIFT EXCEEDS THE LOADS ON SHEET A2.0. THE ONLY |
| | UPLIFTS SPECIFIED ON A2.0 ARE FOR THE COMPONENTS AND |
| | CLADDING. UPLIFTS ON THE TRUSSES ARE DIFFERENT AND |
| | SUBSTANTIALLY HIGHER. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
| | [email protected] |
