Date |
Text |
2013-03-26 15:37:06 | 2010 FBC |
| DENIED BY BUILDING |
| |
| 1) SUBMIT TWO SETS OF ENERGY CALCULATIONS FOR THE |
| STRUCTURE. SHOW COMPLIANCE WITH FBC ENERGY CONSERVATION |
| SECTION 401.2. |
| |
| 2) THE UPLIFT PRESSURE OF -75 PSF FOR ROOF ZONE 3 IN |
| THE TABLE ON SHEET A-1 IS TOO LOW FOR A LOW SLOPE ROOF |
| WITH A MEAN ROOF HEIGHT OF 20 FEET IN EXPOSURE C. SEE |
| FBCR 301.2.1, TABLES R301.2(2) AND 301.2(3) . |
| |
| 3) THE WINDLOAD PRESSURES ON SHEET A-1 FOR WALL ZONE 5 |
| (+ 67.3, -90.1 PSF) ARE TOO HIGH. TABLES R301.2(2) AND |
| 301.2(3) . |
| |
| 4) SUBMIT TWO COPIES OF THE EVALUATION REPORT FOR THE |
| ICYNENE SPRAY FOAM INSULATION. FBCR316.3 |
| |
| 5) THE NOTE ON A-1 FOR THE BALCONY GUARDRAIL PICKET |
| SPACING IS FOR 2XS AT 6" O.C. THIS LEAVES AN OPENING OF |
| 4-1/2". FBC R312.3 STATES THAT THE OPENINGS SHALL NOT |
| ALLOW THE PASSAGE OF A 4 INCH DIAMETER SPHERE. |
| |
| 6) THERE IS A CONFLICT WITH THE STEEL COLUMN |
| INFORMATION ON SHEET A-1. THE STEEL COLUMN DETAIL |
| SPECIFIES A 3-1/2" X 3-1/2" X 1/4" STEEL COLUMN AND THE |
| NOTE ON THE FRONT ELEVATION CALLS OUT A 4" X 4" X 1/2" |
| STEEL COLUMN. PLEASE CLARIFY. CITY AMENDMENTS 107.2.1.3 |
| |
| 7) SUBMIT TWO COPIES OF THE PRODUCT APPROVALS FOR THE |
| POLYGLASS SELF-ADHERED ROOFING SYSTEM SPECIFIED ON |
| SHEET A-3 THAT HAS BEEN REVIEWED AND APPROVED BY THE |
| DESIGNER OF RECORD FOR THIS PROJECT. INDICATE THE |
| DESIGN PRESSURE OF THE SYSTEM THAT WILL BE INSTALLED |
| AND SUBMIT RAS 117 CALCULATIONS FOR THE ENHANCED |
| FASTENING REQUIREMENTS AT THE PERIMETER AND CORNER |
| AREAS.DCA RULE 9N-3 AND FBCR 903.1 |
| |
| 8) SHOW COMPLIANCE WITH FBCR 318.6 FOR REQUIRED GUTTERS |
| AND DOWNSPOUTS ON BUILDINGS WITH EAVES WITH LESS THAN 6 |
| INCH PROJECTIONS. |
| |
| 9) SUBMIT TWO COPIES OF PRODUCT APPROVALS THAT HAVE |
| BEEN REVIEWED AN APPROVED BY THE DESIGNER OF RECORD FOR |
| THE HARDI-PLANK SIDING, THE ARCHED WINDOWS, THE FIXED |
| GLASS WINDOWS, THE STRUCTURAL WINDOWS AND THE COMPOSITE |
| DECKING AS REQUIRED BY DCA RULE 9N-3. |
| |
| 10) THERE IS CONFLICTING INFORMATION ON THE PLANS WITH |
| REGARD TO THE ROOF PARAPET DESIGN. THE NOTES ON SHEET |
| A-1 AND A-3 SPECIFY 5/8" PLYWOOD WITH METAL LATHE AND |
| STUCCO. ON THE PARAPET DETAIL ON SHEET A-2, 4' X 8' |
| HARDIE CEMENT BOARD PANEL SIDING IS SPECIFIED. PLEASE |
| CLARIFY. CITY AMENDMENTS 107.2.1.3 |
| |
| 11) PROVIDE SPECIFICATIONS FOR THE PRE-FAB AWNING OR |
| APPLY UNDER A SEPARATE PERMIT. R301.1 |
| |
| PLEASE PROVIDE A RESPONSE LETTER INDICATING HOW THE |
| REVIEW COMMENTS HAVE BEEN ADDRESSED. |
| |
| ROBERT MCDOUGAL |
| BLDG. PLAN REVIEW |
| (561)805-6714 |
| [email protected] |