Plan Review Notes
Plan Review Notes For Permit 13010222
Permit Number 13010222
Review Stop B
Sequence Number 2
Notes
Date Text
2013-03-26 15:37:062010 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]


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