| Date |
Text |
| 2007-04-02 18:59:41 | DENIED BY BUILDING |
| | |
| | 1) A RECORDED COPY OF THE NOTICE OF COMMENCEMENT |
| | MUST BE SUBMITTED BEFORE A |
| | PERMIT CAN BE ISSUED. |
| | |
| | 2) SUBMIT THE OLD PLAN SHEETSTHAT HAVE THE COUNTY |
| | IMPACT FEE STAMP ON THEM OR HAVE THE NEW PLANS STAMPED |
| | BY THE COUNTY FOR IMPACT FEES. |
| | |
| | 3) THERE ARE NO SOFFIT VENTS SHOWN ON SHEET A4 FOR THE |
| | ENCLOSED ATTIC SPACE ABOVE THE NEW LAUNDRY ROOM AS |
| | REQUIRED BY R806.1. SEE COMMENT #5 OF FIRST REVIEW. |
| | |
| | 4) TWO COPIES OF THE ENERGY CALCULATIONS ARE REQUIRED. |
| | THE ENERGY CALCS. ARE REQUIRED TO BE SIGNED BY THE |
| | OWNER/AGENT. SEE FBC CHAPTER 13. |
| | |
| | 5) UNDER STRUCTURAL NOTES ON SHEET A4 SPECIFY ACI |
| | 318-02 AND ACI 315-02 AND NOT THE LATEST EDITION. THE |
| | LATEST EDITION MAY NOT BE THE ONE THAT IS RECOGNIZED BY |
| | THE APPLICABLE EDITION OF THE CODE. THESE ARE THE 2002 |
| | EDITIONS WHICH ARE REFERENCED BY THE 2004 EDITION OF |
| | THE FBC. |
| | |
| | 6)ON SHEET A4 THE HTMS16 SPECIFIED ON THE PLANS |
| | SHOULD BE HTSM16. PLEASE CORRECT. |
| | |
| | 7) ON THE ROOF FRAMING PLAN ON A5 THE CONNECTORS |
| | SPECIFIED AT THE EXISTING CBS WALL ARE LUS28 AND HETAL |
| | 20. SECTION B ON A4 SPECIFIES LUS210 AND HTSM16 |
| | CONNECTORS AT THIS LOCATION. PLEASE COORDINATE. |
| | |
| | 8) THE UPLIFT SPECIFIED ON THE PLANS AT THE OPEN PORCH |
| | COLUMNS ARE 4312#, 5096# AND 5440# THESE LOADS ARE |
| | REQUIRED TO BE TRANSFERED TO THE FOUNDATION. THE BC6 |
| | CONNECTORS SPECIFIED ARE RATED FOR 1050# OF UPLIFT. |
| | PLEASE CHECK YOUR CALCULATIONS AND SPECIFY ADEQUATE |
| | CONNECTORS. |
| | |
| | 9) THE WALL ZONE FIGURE ON A5 IS INCORRECT. THE |
| | INTERIOR IS ZONE 4, NOT ZONE 5. PLEASE CORRECT. |
| | |
| | 10) THE TAG FOR THE SECTION THROUGH THE LAUNDRY ROOM |
| | SPECIFIES THE WRONG PAGE. THE SECTION IS LOCATED ON |
| | SHEET A4. PLEASE CORRECT. |
| | |
| | 11) THE HETAL 20 CONNECTORS SPECIFIED ON THE ROOF |
| | FRAMING PLAN ON A5 FOR THE PORCH RAFTER TO EXISTING |
| | STRUCTURE CONNECTION WILL NOT WORK AS THEY ARE REQUIRED |
| | TO BE EMBEDDED IN THE TIE BEAM. SEE #17 FROM FIRST |
| | REVIEW. |
| | |
| | 12) THE H10 CONNECTORS SPECIFIED AT THE LAUNDRY ROOM |
| | ARE WOOD TO WOOD CONNECTORS. THEY ARE NOT DESIGNED TO |
| | BE USED FOR EXISTING MASONRY TO TRUSS CONNECTORS AS |
| | SPECIFIED AT THE LAUNDRY ROOM. SEE COMMENT #18 OF FIRST |
| | REVIEW. |
| | |
| | 13) THE DESIGN PRESSURE FOR THE FIRESTONE MODIFIED |
| | ROOFING SYSTEM ASSEMBLY SELECTED ON PAGE 31 FOR THE |
| | FLAT ROOF IS TOO LOW FOR ROOF ZONES 2 AND 3. GENERAL |
| | LIMITATION #9 ON PAGE 34 DOES NOT ALLOW FOR ENHANCED |
| | FASTENING. PLEASE SPECIFY ANOTHER ASSEMBLY. NOTE: IF |
| | THE NEW ASSEMBLY REQUIRES ENHANCED FASTENING FOR ROOF |
| | ZONES 2 AND 3, SUBMIT RAS117 CALCULATIONS AS REQUIRED |
| | BY GENERAL LIMITATION #7 ON PAGE 34. |
| | |
| | 14)SEE RED MARKS ON THE PLANS. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
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