| 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] |
